Attachment D
Lien Agreement
Recording Requested By:
The City of Victorville
When Recorded Please Return to:
City of Victorville
14343 Civic Drive
PO Box 5001
Victorville, CA 92393-5001
APN- 3094-011-02-0-000
Space Above for Recorder's Use
Recording of this document is fee-exempt
under Govemment Code S§ 6103, 27383,
and 27388.1(2)(d). No Documentan
Transfer Tax is due pursuant to Revenue
Taxation Code § 11922.
LIEN AGREEMENT
(Lien Agreement as Substitute Security)
For Tract Map No. 20321
THIS LIEN AGREEMENT is entered into this _ day of April 2026_ _ by and among the City of Victorville, a municipal corporation and California charter city, hereinafter called "CITY" and Jose M.
Arreola, a Sole Proprietor, hereinafter called "OWNER". CITY and OWNER are collectively referred to hereinafter as the "PARTIES," and individually as a "PARTY".
RECITALS
A. OWNER is the record fee owner of that certain real property situated in the City of Victorville, County of San Bernardino, State of California, as more particularly described in Exhibit A attached hereto and incorporated herein by this reference. Said real property is hereinafter called the "Property"..
B. Tract Map No. 20321, hereinafter called "Subdivision", was recorded in the office of the County Recorder of San Bernardino (hereinafter the "County Recorder"), for the subdivision of real property within the CITY, evidenced by County Recorder's Document No. , pursuant to the Subdivision Map Act, Gov. Code Section 66410 et seq., (the "Map Act"), and the ordinances and regulations of the City relating to the filing, approval, and recordation of subdivision maps and other City subdivision regulations, including without limitation, Title 17 and the applicable provisions of Title 16 of the Victorville Municipal Code (hereinafter the "VMC").
C. A secured Subdivision Improvement Agreement with the CITY to perform certain acts and D. The SIA, the VMC, and Sections 66462 and 66469 of the Map Act require that security satisfactory to the CITY be provided to secure obligations under the SIA.
E. Government Code Section 66499(a)(4) empowers the CITY to adopt an ordinance to allow lien agreements to secure SIA's based upon the CITY finding that it would not be in the public TR 20321
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interest to require the installation of the required improvements sooner than two (2) years after the recordation of the map.
F. Pursuant to Section 17.64.065(d) of the VMC, CITY is authorized to accept a lien agreement for the substitution of an existing security which was previously furnished under VMC Section
17.64.060, subject to the conditions, requirements and restrictions contained in Section
17.64.065.
G. OWNER now desires to replace the security originally provided to secure the above-refereced SIA with this Lien Agreement, under the provisions of Government Code Section 66499(a)(4) and subiect to the provisions of VMC Section 17.64.065
H. The City Council of the CITY has found and determined that it would not be in the public interest to require the installation of the improvements required by the SIA sooner than two (2) years after the recordation of the map.
I. OWNER warrants and represents that OWNER has fee title interest to all of the individual lots in the Property as identified on the Subdivision.
1. Subject to the exceptions provided for in VMC Section 17.64.065(d), OWNER has ceased the installation or construction of the improvements required by the SIA as allowed under the construction permits on the Property as identified on the Subdivision.
K. OWNER has provided a title insurance policy and current title report from a title company approved by the CITY and issued within the 45 days prior to the execution of this Lien Agreement documenting that the OWNER is the record owner of the Property, and the Property is not subject to any mortgages, deeds of trust, or liens.
L. OWNER represents and CITY has confirmed that OWNER has paid all outstanding fees pursuant to Chapter 17.12 of the VMC and has a deposit-based fee account in good standing with the CITY.
NOW, THEREFORE
OWNER's Performance and Obligations:
A. OWNER hereby grants to CITY, in accordance with the terms and conditions of this Lien Agreement, a lien upon the Property described in Exhibit A, attached hereto and made pal hereof, as security for the following obligations of OWNER (1) Construction of the improvements required by the SIA (hereinafter the "Required Improvements"), the total estimated cost of which equais $ 631,308.11 [Six hundred thirty-one thousand three hundred eight 11/100 as specified in the actados no oratection of the stir in rome.
(2) Payment of the balance of any fees, including fees for improvements, services, or applications described in Title 17 (collectively "Fees"), in the amount required il accordance with the VMC
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B. For so long as the Property remains subject to this Lien Agreement, OWNER shall not:
(1) Request issuance by the Department of Real Estate of the Final Subdivision Public Report for the Property;
(2) Transfer, sell, or permit the transfer or sale of any lot shown on the Subdivision, or any of the individual final tract maps which make up the Property, if any, except as specified in the provisions of Section III.B, hereof; or (3) Commence work on any portion of the Required Improvements except as necessary to correct or prevent threats to the public health, safety or general welfare and with the prior written consent or order of the CITY- C. OWNER shall post with the CITY a cash deposit in the amount of Twelve Thousand Dollars ($12,000) per recorded subdivision Tract Map, regardless of whether the project was subdivided by a single Tract Map or by multiple Tract Map recordings through phasing, for the purpose of reverting the property to acreage if the owner breaches or is in default of the terms of the lien agreement, and to be used by CITY to reimburse CITY for any costs which CITY may incur in processing a reversion to acreage map initiated pursuant to this Lien Agreement.
Reversion to acreage and the cash deposit by reason of detault or breach of the lien agreement shall only be applicable to properties where none of the required public improvements for which securities were provided, have been installed and/or have been constructed. If the costs of a reversion to acreage of the Subdivision exceed $12,000, OWNER shall pay such additional costs to CITY prior to recordation of the reversion to acreage map. In addition, any unused portion of this deposit may be applied to any outstanding fees for inspection, tests, and other related purposes for the Required Improvements upon termination of this Lien Agreement. If there are no outstanding fees, any unused portion of such deposit shall be refunded to OWNER following completion of such reversion.
D. OWNER shall also post with the CITY a cash deposit to be used by the CITY to reimburse the CITY for any costs which the CITY may incur for the maintenance of any portion of Subdivision that has been graded, including but not limited to dust control, erosion control, fencing, maintenance for purposes of the health, safety or welfare of the public, and any other maintenance as reasonably required by the CITY. Said deposit shall be in the amount as approved by the City Engineer.
E. Prior to obtaining any construction permits, including but not limited to grading, construction excavation or water permits, or commencing the installation and construction of any portion of the Required Improvements under the SIA, OWNER shall:
(1) substitute other forms of security satisfactory to CITY in place of this Lien Agreement; provided however, OWNER shall not be permitted to obtain said since the date of recordation of this Lien Agreement; and (2) shall deposit fees for inspections, tests and other related purposes.
F. OWNER agrees to appear in and defend any action or proceeding purporting to affect the CITY's lien upon the Property or the rights or powers of the CITY with respect to the Property; and also, if at any time the CITY is a party to or appears in any such action or proceeding, or in any action or proceeding to enforce any obligation hereby secured, to pay all costs and expenses paid or incurred by the CITY in connection therewith, including, but not limited to, cost of evidence of title and reasonable attorneys' fees. OWNER further agrees that upon entry of any judgment, all such costs, expenses and fees shall be taxed as costs and included in any judgment rendered.
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G. OWNER agrees to indemnify and hold harmless, the CITY, its officers, employees and agents from any liability whatsoever based or asserted upon any act or omission of OWNER, its officers, employees and agents relating to or in any way connected with the obligations arising under this Lien Agreement. As part of the foregoing indemnity, OWNER agrees to protect and defend at its own expense, including attorneys' fees, the CITY, its officers, employees, and agents in any legal action based upon such alleged acts or omissions.
H. OWNER agrees to pay when due any and all taxes and assessments affecting the Property, and all encumbrances, charges and liens, with interest, on the Property or any part thereof, which appear to be prior or superior to the lien created by this Lien Agreement.
1. OWNER agrees at its sole cost and expense, to maintain and keep the Property in good condition and repair, including but not limited to maintaining storm water facilities, erosion control and fire prevention maintenance activities on the Property; to comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the Property; not to commit or permit any waste thereof or any act upon the Property in violation of the law; to cultivate, irrigate, fertilize, fumigate, prune and do all other acts which from the character or use of the Property may be reasonably necessary, the specific enumerations herein not excluding the general.
J. OWNER agrees that the choice of remedy or remedies for OWNER's default or breach of this Lien Agreement shall be in the sole discretion of the CITY.
K. OWNER has provided the City with sufficient evidence that the estimated costs for the remaining Required Improvements, as determined by the City Engineer, including, but not limited to: master planned or "missing link" streets, drainage and sewer improvements, community facilities, off-site improvements, fire access, fire flow and traffic signals, originally required by conditions of approval, do not exceed the fair market value of the Property based on a recent opinion of an independent, licensed real estate appraiser, which appraisal shall be furnished to the CITY not fewer than forty-five (45) days prior to entering into any Lien Agreement as determined by the City Engineer.
II. City's Performance and Obligations:
A. CITY, upon recordation of this Lien Agreement, shall release deposits and/or security which were previously supplied to the CITY and for which this Lien Agreement is being substituted.
B. Pursuant to Section I.E hereof, upon delivery by OWNER and acceptance by the City Council of one of the securities as specified by Section 17.64.060 of the VMC in replacement of this Lien Agreement, and upon OWNER's request, the CITY shall release the Property from the provisions of this Lien Agreement and shall execute any necessary release in a form as required by law to enable the OWNER or its transferee to clear the record of title of the Property so release of the lien herein is achieved.
C. Upon delivery by OWNER and acceptance by the City Council, of a replacement of this Lien Agreement pursuant to Section I.E hereof, by one of the securities as specified by Section
17.64.060 of the VMC and, upon OWNER's request, the CITY shall release all remaining amounts of deposits paid pursuant to Sections I.C and ID herenf D. In no instance shall this Lien Agreement compel the City to construct the Required Improvements.
III. Effect of Lien Agreement.
A. This Lien Agreement creates and constitutes a secured obligation in the form of a lien against the Property for the purposes of securing OWNER's performance of this Lien Agreement and TR 20321
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the SIA. From the date of recordation of this Lien Agreement, a lien shall attach to the entire Property which shall have the priority of a judgment lien in an amount necessary to discharge all obligations contained in the SIA, this Lien Agreement and any Fees. The CITY shall under no circumstances be obligated to subordinate the lien, but may do so in its sole and absolute discretion in a manner provided by law.
B. OWNER shall have the right to convey fee title of the entire Property encumbered by this Lien Agreement to a single purchaser, so long as the proposed purchaser, prior to assuming title to the Property,
(1) executes a new lien agreement or provides alternative security acceptable to the CITY in accordance Section 17.64.060 of the VMC; and
(2) purchaser agrees in writing to accept and be bound by the terms and provisions of the applicable SIA.
C. Notwithstanding any provisions of Title 17 of the VMC to the contrary, so long as this Lien Agreement is utilized for security as described herein, the CITY is not obligated to accept offers of dedication for street or drainage purposes on the Property.
IV. Events of Default: Breach. Upon the occurrence of any one of the following events, OWNER shall be deemed in default hereunder if OWNER fails to cure such occurrence within thirty (30) days after receipt of written notice of default from the CITY; provided, however, that if such event is of such a nature that it cannot be cured within such thirty (30) day period, then OWNER shall not be in default if it commences a cure in good faith within such thirty (30) day period and thereafter diligently prosecutes the cure to completion:
A. Commencement of any work on the Required Improvements by OWNER, its agents or employees, prior to substitution of acceptable security with the CITY in place of this Lien Agreement, except as specifically authorized by CITY with prior authorization in writing or by order to correct or prevent threats to the public health, safety or general welfare; B. Filing of any proceedings or action by or against OWNER to declare OWNER bankrupt or to appoint a receiver or trustee for OWNER or to reorganize OWNER or to make an assignment for the benefit of creditors or to do anything else of a similar nature or purpose under any state or federal bankruptcy or insolvency laws, if such proceedings or actions are not discharged within sixty (60) days;
C. Levy of any attachment or writ of execution against OWNER and the Property whereby the Property is taken or occupied or attempted to be taken or occupied by someone other than OWNER and such attachment or execution is not released within sixty (60) days; D. Sale of any lot shown on the Subdivision prior to release of the lien created by this Lien Agreement, except as provided in Section III.B hereof;
E. Request by OWNER of issuance by the Department of Real Estate of the Final Subdivision Public Report for the Property;
F. Allowing the Property to be maintained in manner that falls below the required maintenance satisfactory to the CITY or as required by Section I. hereof; G. The attachment of any other lien or judgment lien upon the Property; H. Breach by OWNER of any other term or condition of this Lien Agreement or of the SIA or OWNER's failure to fully and faithfully discharge its obligations hereunder within the time specified herein.
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All references to OWNER in this Section shall be deemed to include OWNER's successors, assignees and transferees.
CITY's Remedies. Upon the occurrence of any of the events described in Section IV, above, CITY may declare a breach of this Lien Agreement if OWNER fails to cure or to diligently prosecute the cure to completion, and the CITY, at CITY's option, may exercise any one or more of the following remedies:
A. Pursue any or all of the remedies provided in the SIA and all remedies available to it by law; B. Enforce this lien by appropriate action in court or as provided by law and in the event the enforcement is by action in court, the OWNER agrees that the amount of said lien shall include reasonable attorneys' fees which shall be taxed as a cost in any suit for such enforcement; C. Estimate the cost of the work required to complete the Required Improvements, and all Fees, and foreclose said lien in said amount;
D. Rescind the approval of any and all entitlements, permits or licenses associated with the Subdivision;
E. Initiate proceedings for reversion of the real property within the land division to acreage, at the expense of OWNER, in accordance with the provisions of the Subdivision Map Act and Chapter
17.92 of the VMC;
F. Pursue any other remedy, legal or equitable, for the foreclosure of a lien. OWNER, its heirs and assigns, shall pay reasonable attorneys' fees to be taxed as a cost in said proceedings.
The failure of the CITY to take an enforcement action with respect to a default, or to declare a default or breach, shall not constitute a waiver of that default or breach, or any subsequent default or breach of OWNER.
VI. General Provisions.
A. Recordation. This Lien Agreement shall be recorded by CITY in the office of the County Recorder of San Bernardino County immediately following execution of this Lien Agreement.
B. Contingency. This Lien Agreement shall not take effect until it has been approved by the CITY and it has been recorded against the Property.
C. Final Integrated Agreement. This Lien Agreement is intended to be the final expression of understanding between the Parties and supersedes any and all prior restrictions, promises, representations, warranties, agreements, understandings and undertakings between the Parties with respect to the within subject matter. No other statement or representation, written or oral, express or implied, has been received or relied upon entering into this Lien Agreement.
All prior discussions, statements and negotiations shall be deemed merged into this Lien Agreement.
D. Further Assurances. The Parties agree to perform such further acts and to execute and deliver such additional documents and instruments as may be reasonably required in order to carry out the provisions of this Lien Agreement and the intentions of the Parties.
E. Governing Law. This Lien Agreement shall be governed, interpreted, construed, and enforced in accordance with the laws of the State of California. The Parties agree that all actions or proceedings arising in connection with this Lien Agreement shall be tried and litigated only in the state courts located in the County of San Bernardino, Sate of California, or federal courts located in the Central District of California.
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F. Headings. The captions and Section headings used in this Lien Agreement are inserted for convenience of reference only and are not intended to define, limit, or affect the construction or interpretation of any term or provision hereof.
G. Modification, Waiver and Amendment. No breach of this Lien Agreement or of any provision herein may be waived except by an express written waiver executed by the Party waiving such breach. Waiver of any one breach shall not be deemed a waiver of any other breach or provision of this Lien Agreement. This Lien Agreement may be amended, altered, modified or otherwise changed only by a writing duly executed by the Parties hereto or their authorized representatives. No modification, waiver, amendment, or discharge of this Lien Agreement shall be valid unless the same is in writing and signed by all Parties.
H. No Other Inducement. The making, execution and delivery of this Lien Agreement by the Parties hereto has been induced by no representations, statements, warranties, or agreements other than those expressed herein.
I. Severability. If any term, provision, covenant or condition of this Lien Agreement is held to be invalid, void or otherwise unenforceable, to any extent, by any court of competent jurisdiction, the remainder of this Lien Agreement shall not be affected thereby, and each term, provision, covenant or condition of this Lien Agreement shall be valid and enforceable to the fullest extent permitted by law.
J. Successors and Assigns. This Lien Agreement shall run with the land and inure to the benefit of and bind all Parties hereto, their heirs, devisees, administrators, executors, successors and assigns.
K. Attorney Fees. In the event any action at law or in equity is brought to enforce the terms of this Lien Agreement, the prevailing Party shall be entitled to litigation costs and reasonable. attorney fees.
L. OWNER not Agent of CITY. Neither OWNER nor any of OWNER's officers, directors, agents, employees, ef contractors, or successors in interest are or shall be considered to be agents of the CITY in connection with the performance of any of the OWNER's obligations under this Lien Agreement.
M. Notice. All notices required by or provided under this Lien Agreement shall be in writing and delivered in person or sent by certified or registered mail, postage prepaid and addressed as provided in this Section. Notice shall be effective on the date it is delivered in person, or, if mailed, on the date of deposit in the United States Mail.
Notice to CITY: City of Victorville
Attention: City Engineer
14343 Civic Drive
Victorville, CA 92392
Notice to Owner:
With Copy to: City Attorney, City of Victorville
Green de Bortnowsky. LLP
30077 Agoura Court, Suite 210
Agoura Hills, CA 91301
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Either Party may change such address by giving notice in writing to the other Party and thereafter notices shall be addressed and transmitted to such new address.
N. Counterparts. This Lien Agreement may be executed in counterparts, each of which shall be deemed as original but all of which shall constitute one and the same instrument.
O. Authority. Each person signing this Lien Agreement warrants that s/he is duly authorized to execute this Lien Agreement on behalf of and bind the Party each purports to represent.
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DATED this 10tn _ day or_ April 2026
SUBDIVIDER CITY
City of Victorville
Kerala
By:_ By:
Print Name: Name: Elizabeth Becerra
Josi M. Arreala Title: Mayor
Owner (Notarization of Mayor's Signature is
Print Title: _ required and shall be attached)
Date: 04/10/2026
ATTEST:
(Proper Notarization of Subdivider's Signature is
required and shall be attached) By Jennifer Thompson, City Clerk See Attached Notarized APPROVED AS TO FORM:
Document Dated 4/10/2026
Andre de Bortnowsky, City Attorney
CITY OF VICTORVILLE RISK MANAGER
Sandra Bostick
CALIFORNIA CERTIFICATE OF ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California )
county of Los Angeles,
on April 10,2026 beforeme, Kathleen Saucedo, Notary Putti (here insert name and title of the officer)
personally appeared
Jose M Arreola
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. KATHLEEN SAUCEDO COMM. #2503423
NRO1 Notary Public • California NF01
WITNESS my hand and official seal. Los Angeles County
My Comm. Expires Oct. 28, 2028/
signature Kathleen Saucedo.
(Seal)
Optional Information
Although the information in this section is not required by law, it could prevent fraudulent removal and reattachment of this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document.
Description of Attached Document
And bored la amtion
The preceding Certificate of Acknowledgment is attached to a document Method of Signer Identification titled/for the purpose of Proved to me on the basis of satisfactory evidence:
O forms) of identification O credible witnesses)
Notarial event is detailed in mulary journal on:
containing pages, and dated Page # Entry#
The signer(s) capacity or authority is/are as: Notary contact:
• individual(s)
Other
• Attorney-in-Fact
• Corporate Officers) • Additional Signer(s) • Signers) Thumbprint(s) Title(s) C
• Guardian/Conservator
C Partner - Limited/General
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representing:
Name(s) of Person(s) or Entity(ies) Signer is Representing © Copyright 2007-2021 Notary Rotary, PO Box 41400, Des Moines, IA 50311-0507. All Rights Reservcd. Item Number 101772. Please contact your Authorized Reseller to purchase copies of this form.
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EXHIBIT "A"
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF VICTORVILLE, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS:
THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 5 NORTH, RANGE 5 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN
THE CITY OF VICTORVILLE, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF.
ASSESSOR'S PARCEL NUMBER: 3094-011-02-0-000
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EXHIBIT "B"
ENGINEER'S COST ESTIMATE
City of Victorville, Public Works Department, Public Works, Engineering, Water
ENGINEER'S COST ESTIMATE FOR OFF-SITE PUBLIC IMPROVEMENTS ONLY TOTAL TRAFFIC SIGNAL EST. ~I$ DRY UTILITY TRENCHING
Faithful Performance Security Amount*: $ INSPECTION FEE:
Labor & Material Security Amount*: $ TOTAL LINEAR FOOTAGE ACC. LAMEN
TRAFFIC SIGNAL PLAN CHECKING FEE: 0 LF-100 LF = $78.00 Min TRAFFIC SIGNAL CONST. PERMIT & INSP. FEE: 101 LF-200 LF = $78.00 + $0.24/LF NO. 086046
TOTAL WATER COST EST. PI$ 124,521.10 201 LF + = $102.00 + $0.16/LF Faithful Performance Security Amount*: $ 124,521.10
Labor & Material Security Amount*: $ *Securities shall be provided in accordance with Victorville Municipal Code, 62,260.55 §17.64.060. The Faithful Performance portion shall be at 100% of the WATER PLAN CHECKING FEE: SATE OF CALFORN
5,480.84 approved Engineer's Cost Estimate of the required improvement. The Labor NATER CONST. PERMIT & INSPECTION FEE: & Material portion shall be at 50% of of the approved Engineer's Cost 5,480.84 Estimate of the required improvement.
TOTAL RECLAIM WATER COST EST. Engineer's Stamp
Faithful Performance Security Amount: $ TOTAL PLAN CHECKING FEE** Labor & Material Security Amount*: $ 27,125.28 86046 9/30/2026 REC. WATER PLAN CHECKING FEE: R.C.E.# Exp. Date
REC. WTR CONST. PERMIT & INSPECTION FEE: TOTAL CONSTRUCTION PERMIT TOTAL DRAINAGE COST EST. •I$ 15,400.00 & INSPECTION FEE** Faithful Performance Security Amount*: S 15,400.00 27,186.90 Labor & Material Security Amount*: 7,700.00 ** There may be additional fees that pertain to your project, Please see the Engineering Schedule of Fees and Charges for DRAINAGE PLAN CHECKING FEE: 2,500.00 Services for a complete list of fees required for your project.
DRAINAGE CONST. PERMIT & INSPECTION FEE: 2,500.00
TOTAL SEWER COST EST. FI$ 106,246.25
Faithful Performance Security Amount*: $ 106,246.25
Labor & Material Security Amount*: $ 53,123.13
SEWER PLAN CHECKING FEE: 4,749.85
SEWER CONST, PERMIT & INSPECTION FEE: 4,749.85
TOTAL STREET COST EST. 379,819.51 PLACE ENG/WTR CASE LABEL HERE Faithful Performance Security Amount*: S 379,819.51
Labor & Material Security Amount*: $ 189,909.75
STREET PLAN CHECKING FEE: 14,394.59
STREET CONST. PERMIT & INSPECTION FEE: 14,394.59
TOTAL MONUMENTATION COST EST. I-| $ 5,321.25
Faithful Performance Security Amount*: $ 5,321.25
MONUMENTATION INSPECTION FEE:
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
CALIFORIIR LOCATION: Dos Palmas Road
DATE: 11-Nov-25
STREETS BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
PAVEMENT
3" Asphalt Concrete 22,023 $1.31 S.F. $ 28,905.19
3.5" Asphalt Concrete 3,338 $1.53 S.F. $ 5,111.31
4" Asphalt Concrete $1.75 S.F.
5" Asphalt Concrete $2.19 S.F $
5.5" Asphalt Concrete $2.41 S.F
6" Asphalt Concrete $2.63 S.F.
7" Asphalt Concrete $3.06 S.F. $
8" Asphalt Concrete $3.50 S.F. $ -
Crushed Aggregate Base 585 $30.00 CY $ 17,550.00
Crushed Aggregate Base $0.21 CY $
Crushed Aggregate Base $0.21 CY $
Crushed Aggregate Base $0.21 CY $
Crushed Aggregate Base $0.21 CY $
Crushed Aggregate Base $0.21 CY $
Crushed Aggregate Base $0.21 CY $
Asphalt Concrete &/or P.C.C. Removal 13 $60.00 C.Y $ 780.00 A.C. Curb $15.00 L.F. $
A.C. Repair $200.00 C.Y $
Slury Seal, Type I $0.50 S.F $
Slurry Seal, Type I! $0.75 S.F. $
AC Grind & Overlay 3,660 $2.00 S.F. $ 7,320.00
$
Sub Total Pavement: $ 59,666.50
CURB & GUTTER
6" Curg & Gutter, 1,075 $20.00
per City Standard S-09 L.F. 21,500.00
8" Curb & Gutter, 240 $25.00 $
L.F. 6,000.00
per City Standard S-09
Cross Gutter, per City Standard S-05 $5.50 S.F $
Cross Gutter with Spandrels 710 $8.74 S.F. $ 6,205.40
P.C.C. Alley Gutter $10.25 L.F. $
6" Curb 85 $15.00 L.F. $ 1,275.00
$
$ :
$
Sub Total Curb & Gutter: $ 34,980.40
P.C. CONCRETE
4" Thick Residential Sidewalk (6' wide) 7,800 57.50L S.F. $ 58,500.00 4" Thick Commercial Sidewalk (10' wide) $7.50 S.F. $ -
6" Thick Residential Drive Approach, $
$6.13 S.F.
per City Standard S-02 (12' wide)
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
CITY ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
CAEFFORNIE LOCATION: Dos Palmas Road
DATE: 11-Nov-25
STREETS BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
P.C. CONCRETE CONT'D
6" Thick Residential Drive Approach, $6.13 S.F. $
per City Standard S-02 (18' wide)
6" Thick Residential Drive Approach for
Knuckles & Cul-de-Sacs, $6.13 S.F. $
per City Standard S-02A (24' wide)
6" Thick Residential Drive Approach, $6.13 S.F. $
per City Standard S-02 (24' wide)
8" Thick Commercial Drive Approach, Type $12.50 $
1, per City Standard S-03 S.F.
8" Thick Commercial Drive Approach, Type $12.50 -
S.F. $
2, per City Standard S-03
8" Thick Commercial Drive Approach, Type $12.50
S.F. $ -
3, per City Standard S-03
Curb Ramp per City Standard S-11A 2 $5,000.00 EA $ 10,000.00 P.C.C. Alley Intersection $9.50 S.F. $
Reinforced Concrete $575.00 C.Y. $
$
$
$
$
Sub Total P.C. Concrete: $ 68,500.00
MISCELLANEOUS UTILITIES
Dry Utility Trenching L.F. $
$
$
Sub Total Miscellaneous Utilities $
UNDERGROUNDING EXIST. UTILITIES
Relocate Power Poles $30,000.00 EA $ -
Remove Power Poles EA $
$
$
$
Sub Total Undergrounding of Existing Utilities $
MISCELLANEOUS
Earthwork Cut $18.00 C.Y. $
Earthwork Fill $25.00 C.Y. $
Trenching 135 $3.50 L.F. $ 472.50
Backfill $3.50 L.F. $
Crushed A.B. under Sidewalk $5.00 SF $
Adjust Manhole to Grade $250.00 EA $
Saw Cut 550 $0.75 L.F. $ 412.50
Truncated Dome Panels per APWA EA
Standard 111-3 $600.00 $ -
Tree Removal 1 $665.00[ EA $ 665.00
OF ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
CALIFORIIR LOCATION: Dos Palmas Road
DATE: 11-Nov-25
STREETS BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
MISCELLANEOUS CONT'D
Tree Wells & Covers $85.00| EA $
Hand Railings $45.00 LF $
Street Lighting $2,500.00 AC $
$
Local Depression 2 $535.00 EA $ 1,070.00
Crack Seal and Slurry Seal 6,480 $0.90 SF $ 5,832.00
$
Sub Total Miscellaneous: $ 8,452.00
TRAFFIC CONTROL
Striping Removals 70 $2.00 L.F. 140.00
2" to 4" wide Pavement Striping $2.00 L.F $
4" wide Pavement Striping $1.00 L.F.
8" wide Pavement Striping 90 $2.00 L.F. $ 180.00
12" wide Pavement Striping 19 $3.00 L.F. 57.00
Pavement Markings 1 $250.00 EA $ 250.00
Traffic Signs $275.00 EA $
Street Name Signs 1 $383.33 EA $ 383.33
Sign Removals $175.00 EA $
Replace Vehicle Detector Loops $400.00 EA $
Guard Rail/Barricade $48.00 L.F. $
Guide Markers 2 $18.00 EA 36.00
Remove Temporary Turnaround $710.00 EA
Construct Temporary Turnaround $1,400.00 EA $
Traffic Control Plans L.S
$
$
$ -
Sub Total Traffic Control: $ 1,046.33
Sub-Total Streets: $ 345,290.46
10% Contingency: $ 34,529.05
TOTAL STREET COST: $ 379,819.51
"PLAN & PERMIT FEE CALCULATION FORMULA 14,394.59
$O-$50,000 is 5% of Cost Est. $ 2,500.00
$50,001-$250,000 is 4% of Cost Est. $ 8,000.00
$250,001 + is 3% of Cost Est. 3,894.59
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
CALFFORNNE DATE: 11-Nov-25
TRAFFIC SIGNAL BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
GENERAL
Traffic Control L.S. $
Traffic Signal Installation L.S. $
Furnish & Install Detectable Warning Panel L.S. $
EA ....
Signing & Paint Stripping $
4" Thick Class II Base TON $
6" Thick Class II Base TON $
4 Thick Commercial Sidewalk Per City Std S-04 S.F. $
Curb Ramp Per City Standard S-11A EA $
Construct Curb Ramp EA $
Sandblast Existing Paint Signage EA
Signal Pole Relocation EA
Signal Head Modifications EA
Interconnect Relocation L.F $
$
$
Sub Total General $
FIBER COMMUNICATION
3" PVC SCH. 40 Conduit L.F. $
3-1"Ø HDPE Inner Duct (red, white, blue) L.F. $
24 Strand Single Mode Fiber Optic Cable L.F. $
Fiber Optic Vaults EA $
$
$
Sub Total Fiber Communication $ -
WIRELESS COMMUNICATION
5.8 GZ Ethernet Radio System (Per Pair) PR $
$
$
Sub Total Wireless Communication $ -
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ARCTORVTECE
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
CALFFORNNE DATE: 11-Nov-25
TRAFFIC SIGNAL BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
Traffic Signal is within Victorville's City Limits only (No other Jurisdictions share Signal)? Sub-Total Traffic Signal: $
10% Contingency: $
TOTAL TRAFFIC
$
SIGNAL COST:
PLAN & PERMIT FEE CALCULATION FORMULA $
$O-$50,000 is 5% of Cost Est. $ -
$50,001-$250,000 is 4% of Cost Est. $ -
$250,001 + is 3% of Cost Est. $
OF ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
PRCTORVEELE
стРА ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
CALFFORNI
DATE: 11-Nov-25
DRAINAGE BY: CASC Inc.
tem Description Quantity Unit Cost _ Unit Cost
PIPES
8" R.C.P. 69.00 L.F. $
12" R.C.P. $ 72.67 L.F. $
15" R.C.P. $ 84.25 L.F. $
18" R.C.P. $ 97.33 L.F. $
21" R.C.P $ 96.80 L.F. $
24" R.C.P. $ L.F. $
27" R.C.P. $ 99.33 L.F. $
30" R.C.P. $ 129.17 L.F. $
33" R.C.P. $ 136.50 L.F. $
36" R.C.P. $ 130.00 L.F $
39" R.C.P. $ 149.50 L.F $
42" R.C.P. $ 145.00 L. .F. $
45" R.C.P. $ 170.00 $
48" R.C.P. $ 160.00 $
51" R.C.P. $ 197.50 $
54" R.C.P. $ 200.00 $
57" R.C.P. $ 235.00 $
60" R.C.P. $ 240.00
84" R.C.P. 280.00
96" R.C.P. 320.00
96" CMP 230.00
120" CMP 245.00
Pipe Size -
Pipe Size -
$
Sub Total Pipes: $
MANHOLES
Standard Manhole, 36" pipe or less, per
$ 7,500.00 EA $ -
Standard D-04 or APWA 321-1
Standard Manhole, Greater than 36" pipe, $ 8,000.00 EA $ per Standard D-04 or APWA 320-1 -
Pre-Cast Storm Drain Manhole, per
$ 8,500.00 EA $
Standard D-05 or APWA 322-1
Adjust Manhole to grade $ 400.00 EA $
Concrete Collar (up to 48") $ 300.00 EA $
$
$
Sub Total Manholes: $
OF VICTORES ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT стРА ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
CALIFORNE 11-Nov-25
DATE:
DRAINAGE BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
STRUCTURES/BOXES
Junction Structure per APWA 333-1 $ 6.500.00 EA $
Junction Structure per APWA 333-2 6,500.00 EA $
Junction Structure per APWA 334-1 $ 4,000.00 EA $
Junction Structure per APWA 332-1 $ 4,000.00 EA $
••••••
Transition Structure per APWA 340-1 $ 10,000.00 EA $
$
$
Headwalls (to nearest 1/2 C.Y. $ 500.00 C.Y. $
Concrete Slope Anchor $ 500.00 EA $
$
$
Reinforced Concrete Box (4'x12') $ 500.00 L.F. $
Reinforced Concrete Box (7'x12') $ 1,800.00 L.F. $
Reinforced Concrete Box (10.5'x15.5') $ 2,200.00 L.F.
$
Sub Total Structures/Boxes: $
BASINS
Catch Basin W = 4', V=7' $ 3,500.00 EA $
Catch Basin W = 7', V=7' $ 5,500.00 EA $
Catch Basin W = 10', V=7' $ 10,000.00 EA $
Catch Basin W = 14', V=7' $ 15,000.00 EA $
Catch Basin W = 21', V=7' 18,000.00 EA
$
$
Sub Total Basins: $
INLETS/OUTLETS
Standard Drop Inlet, per Standard D-02 $ 3,500.00 EA $
Standard Drop Inlet, per Standard D-03 $ 3,500.00 EA $
Side Inlet for Standard Drop Inlet $ 2,500.00 EA $
36" CMP Inlet $ 3,500.00 EA $
CSP Drop Inlet $ 3,500.00 EA $
Inlet Structure L.F. $
Outlet Structure L.F. $
$
$
Sub Total Inlets/Outlets: $
OF FICTORE, ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
CITY ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
CALIFORIA 11-Nov-25
DATE:
DRAINAGE BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
(CROSSINGS
Standard Wash Crossing, per Std D-01A $ 4,000.00 EA $
Channel Crossing for Exist. Rural $ 6,000.00 EA
$
Residential, per Standard D-01B
$
$
Sub Total Crossings: $
DRYWELLS
Drywell System, per Standard D-06 25,000.00 EA $
Drywell & Interceptor, per Standard D-07 $ 30,000.00 EA $ $
$
Sub Total Drywells: $
DRAINS
Curb Drain $ 1,500.00 EA $
Under sidewalk Drain 2,500.00 EA $
Parkway Drain per APWA 151-1 Type 2 4 $ 3,500.00 EA $ 14,000 Parkway Culvert $ 47.50 L.F. $
Rail top Culvert: S= $ 300.00 L.F $
$
$
Sub Total Drains: $ 14,000
MISCELANEOUS
Breaking Pavement & Resurface - A.C. S.F. $
Traffic Control - Storm Drain L.S. $
P.C.C. Access Drive $ 7.50 S.F. $
Perimeter Masonry Wall $ 15.00 L.F. $
Perimeter Wrought Iron Fence $ 6.00 L.F. $
Wrought Iron Gates - 5' Pedestrian L.S. $
Wrought Iron Gates - 20' L.S $
Pump EA $
Water Valve EA $
Slope Protection 0.45 S.F. $
Rip Rap 11.00 C.Y. $
Grouted Rip Rap 150.00 C.Y. $
$
$
$
Sub Total Miscellaneous: $
OF ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
PRCTORVEELE
стРа ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
САСТРОВН
DATE: 11-Nov-25
DRAINAGE BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
CHANNEL SYSTEM
Concrete Slope, 6" Thick C.Y. $
Reinforcing Steel L.F. $
$
$
$
Sub Total Channel System: $
MS4 PERMIT COMPLIANCE
NPDES/SWPPP $ 3,000.00 LS $
$ -
$
$
:
Sub Total MS4 Permit Compliance: $
Sub-Total Drainage: $ 14,000
10% Contingencies $ 1,400
TOTAL DRAINAGE COST: $ 15,400
PLAN & PERMIT FEE CALCULATION FORMULA $2,500.00
$0-$50,000 is 5% of Cost Est. $2,500.00
$50,001-$250,000 is 4% of Cost Est. $0.00
$250,001 + is 3% of Cost Est. $0.00
ACTORE, ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
CALFFORANN
DATE: 28-Apr-21
SEWER BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
PIPES
4" PVC/VCP Lateral per Standard SS-03 60.00 L.F. $
6" PVC/VCP Lateral Per Standard SS-03 605 $ 65.00 L.F. $ 39,325 $
8" PVC/VCP Sewer Main 535 $ 75.00 L.F. $ 40,125
10" PVC/VCP Sewer Main $ 80.00 L.F. $
$ 85.00 :
12" PVC/VCP Sewer Main L.F.
15" PVC/VCP Sewer Main $ 100.00 L.F. $
18" PVC/VCP Sewer Main 120.00 L.F.
21" PVC/VCP Sewer Main $ 145.00 L.F.
24" PVCNCP Sewer Main $ 170.00 L.F.
27" PVC/VCP Sewer Main $ 185.00 L.F.
30" PVC/VCP Sewer Main $ 195.00 L.F.
33" PVC/VCP Sewer Main $ 210.00 L.F.
36" PVC/VCP Sewer Main 225.00 L.F.
39" PVC/VCP Sewer Main $ 240.00 L.F.
42" PVC/VCP Sewer Main $ 260.00 L.F.
45" PVC/VCP Sewer Main $ 280.00 L.F.
48" PVC/VCP Sewer Main 300.00 L.F.
$
Cast Iron Pipe 8.25 L.F.
$
Sub Total Pipes: $ 79,450
MANHOLES
48" Diameter Manhole per Standard SS-01 2 $ 2,500.00 EA $ 5,000 60" Diameter Manhole per Standard SS-01 $ 7,500.00 EA $ 48" Sewer Drop Manhole per Standard SS-07 $ 3,250.00 EA $ ... 60" Drop Manhole per SS-07A $ 5,750.00 EA $
Sewer Manhole w/Internal Sewer Main Drop per
$ 8,000.00 EA $ -
Standard SS-07A
Adjust Manhole To Grade 400.00 EA $
Connect to Exist. Manhole $ 2,500.00 EA $
Reconstruct Manhole Bottom $ 1,000.00 EA $
Concrete, Class 1, 3250 PSI (Manhole Bases, Sewer
C.Y. $
Saddles, etc.)
$
$
Sub Total Manholes: $ 5,000
«ACTORS ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
BERNAR
DATE: 28-Apr-21
SEWER BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
SADDLES/REPAIR
Sewer Saddle per Standard SS-09 $ 250.00 EA $
10000
Sewer Clean Out per Standard SS-04 $ 600.00 EA $
Saddle Connection 1,000.00 EA $
Adjust Cleanout To Grade 200.00 EA
Trench Repair 3.50 S.F. $
$
$
Sub Total Saddles/Repair: $ 10,800
SPECIAL CONSTRUCTION
Extra Depth Construction (10'-12') $ 4.15 L.F. $
Extra Depth Construction (12'-14) $ 7.00 L.F. $
Extra Depth Construction (14-16) $ 10.00 L.F. $
Extra Depth Construction (16-18) 13.00 L.F. $
Extra Depth Construction (18-20) 16.00 L.F. $
Extra Depth Construction (20-22) 19.00 L.F. $
Extra Depth Construction (22'-24) 22.00 L.F. $
Extra Depth Construction (24'-26') 25.00 L.F. $
Jack and Bore Operations $ 1,100.00 L.F.
$
Sub Total Special Construction: $
CASING
16" Steel Casing $ 80.00 L.F. $
24" Steel Casing $ 100.00 L.F. $
30" Steel Casing $ 125.00 L.F.
36" Steel Casing 150.00 L.F. $
$
Concrete Encasement 25.00 L.F.
Special Encasement 35.00 L.F. $
$
$
Sub Total Casing: $
BEDDING
Pipe Bedding, Less than 18" 535 $ 2.50 L.F. $ 1,338
Pipe Bedding, Greater than 18" $ 5.00 L.F. $
Unstable Bedding 7.00 L.F.
ACTORE, ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
CACIORNAA
DATE: 28-Apr-21
SEWER BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
BEDDING CONT'D
Sub Total Bedding: $ 1,338
MISCELLANEOUS
Breaking Pavement & Resurface - A.C. $ 7.00 S.F. $
Breking Pavement & Resurface - Concrete $ 13.00 S.F. $
Stub & Plug Ends $ 100.00| EA $
Chimneys $ 900.00 EA $
Backwater Valve $ 350.00 EA $
Tees & Wyes $ 90.00 EA $
TV Inspections $ 1.75 L.F. $
Traffic Control LS
$
Sub Total Miscellaneous: $
Sub-Total Sewer: $ 96,588
10% Contingency: $ 9,659
TOTAL SEWER COST: $ 106,246
PLAN & PERMIT FEE CALCULATION FORMULA 1$ 4,749.85
$O-$50,000 is 5% of Cost Est. $ 2,500.00
$50,001-$250,000 is 4% of Cost Est $ 2,249.85
$250,001 + is 3% of Cost Est. $
VICTORE ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
CALFFORNIA CAIRORNAR LOCATION: Dos Palmas Road
DATE: 11-Nov-25
WATER BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
MAINLINE
4" PVC C-900, Class 305 $ 31.00 L.F. $
6" PVC C-900, Class 305 $ 42.00 L.F. $
8" PVC C-900, Class 305 554 $ 55.00 L.F. 30,470.00
10" PVC C-900, Class 305 $ 62.00 L.F. $
12" PVC C-900, Class 305 $ 68.00 L.F. $
16" PVC C-905, Class 235 84.00 L.F. $
18" PVC C-905, Class 235 106.00 L.F $
20" PVC C-905, Class 235 124.00 L.F. $
24" PVC C-905, Class 235 289.00 L.F. $
$
4" CMLC Pipe, 10GA Min. Steel Wall Thickness 31.00 L.F. $ 6" CMLC Pipe, 10GA Min. Steel Wall Thickness 42.00 L.F. $ 8" CMLC Pipe, 10GA Min. Steel Wall Thickness $ 55.00 L.F. $ 10" CMLC Pipe, 10GA Min. Steel Wall Thickness 62.00 L.F. $ 12" CMLC Pipe, 10GA Min. Steel Wall Thickness 68.00 L.F. 16" CMLC Pipe, 10GA Min. Steel Wall Thickness 84.00 L.F. 18" CMLC Pipe, 10GA Min. Steel Wall Thickness $ 106.00 L.F. 20" CMLC Pipe, 10GA Min. Steel Wall Thickness $ 124.00 L.F. 24" CMLC Pipe, 10GA Min. Steel Wall Thickness 289.00 L.F.
CA CACA CA CA EA EA EA EA A cA
4"CMLC Pipe, 0.25" Min. Steel Wall Thickness 31.00
6" CMLC Pipe, 0.25" Min. Steel Wall Thickness 42.00 L.F 8" CMLC Pipe, 0.25" Min. Steel Wall Thickness 51 Es cA cs cA eA 55.00 L.F. 2,805.00 10" CMLC Pipe, 0.25" Min. Steel Wall Thickness 62.00 L.F. 12" CMLC Pipe, 0.25" Min. Steel Wall Thickness 68.00 L.F.
MAINLINE (cont'd)
16" CMLC Pipe, 0.25" Min. Steel Wall Thickness 84.00 | L.F. $ 18" CMLC Pipe, 0.25" Min. Steel Wall Thickness $ 106.00 L.F. $ 20" CMLC Pipe, 0.25" Min. Steel Wall Thickness $ 124.00 L.F. S 24" CMLC Pipe, 0.25" Min. Steel Wall Thickness 289.00 L.F. $ $
Sub Total Mainline: $ 33,275.00
HOT TAP
Hot Tap - 4" 1,750.00 EA $
Hot Tap - 6" 2,000.00 EA
Hot Tap - 8" 2,250.00 EA $
Hot Tap- 10" 2,500.00 EA $
Hot Tap-12" 2,750.00 EA 5,500.00
OF ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
CALIFORN LOCATION: Dos Palmas Road
DATE: 11-Nov-25
WATER BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
HOT TAP CONT'D
$
$
Sub Total Hot Tap: $
METERS & SERVICE LINES
3/4" Water Meter with Service Line $ 1,830.00 EA $
3/4" Water Meter without Service Line $ 479.00 EA $
1" Water Meter with Service Line 18 $ 2,031.00 EA $ 36,558.00 1" Water Meter without Service Line $ 651.00 EA $
1-1/2" Water Meter with Service Line $ 2,951.00 EA $
1-1/2" Water Meter without Service Line 1,215.00 EA $
2" Water Meter with Service Line 2$ 3,234.00 EA $ 6,468.00 2" Water Meter without Service Line $ 1,786.00 EA $
3" Water Meter with strainer $ 2,386.00 EA $
4" Water Meter with strainer $ 3,270.00 EA $
6" Water Meter with strainer 5,045.00 EA $
8" Water Meter with strainer 6,462.00 EA $
$
$ -
$
Sub Total Meters & Service Lines: $ 43,026.00
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
SA LIPORAT LOCATION: Dos Palmas Road
DATE: 11-Nov-25
WATER BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
VALVES
4" Gate Valve $ 700.00 EA $
6" Gate Valve 1,000.00 EA $
8" Gate Valve 4 $ 1,350.00 EA $
12" Gate Valve $ 2,200.00 EA
12" Butterfly Valve $ 2,200.00 EA $
16" Butterfly Valve 4,500.00 EA
18" Butterfly Valve 6,800.00 EA
20" Butterfly Valve 8,000.00 EA
1" Air Vacuum Valve 1 $ 3,000.00 EA 3,000.00
2" Air Vacuum Valve $ 5,000.00 EA $
$
$
Sub Total Valves: $ 8,400.00
BACKFLOWSR
3/4" Reduced Pressure Backflow Device 1,700.00 EA
1" Reduced Pressure Backflow Device 2,000.00 EA
1-1/2" Reduced Pressure Backflow Device 2,800.00 EA
2" Reduced Pressure Backflow Device 2 3,500.00 EA 7,000.00 3" Reduced Pressure Backflow Device EA
4" Reduced Pressure Backilow Device EA
6" Reduced Pressure Backflow Device EA
8" Reduced Pressure Backflow Device EA
$
$
Backlow Test (RP) $ 65.00 EA $
$
$
Sub Total Backflows: $ 7,000.00
FIRE SERVICE
RPDCA, Reduced Pressure Bacflow Device for Fire
$ 25,000.00 EA $ -
Services
Standard Fire Hydrant, High-Pressure Dry Barrel
w/Traffic Break Away, Mueller or American Flow EA 14,250.00 $ 4,750.00
Control, Model Super Centurion, American Darling or
Waterous 3
$ -
OF ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
CALEORAN CAIRORIAN LOCATION: Dos Palmas Road
DATE: 11-Nov-25
WATER BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
FIRE SERVICE (cont'd)
$
$
Sub Total Fire Service: $
MISCELLANEOUS
Water Sampler Station $ 500.00 EA $
175000
Thrust Block 5$ 350.00 EA $
Remove Thrust Block 200.00 EA $ -
Adjust water valve can to grade 300.00 EA $
Trench Repair $ 3.50 S.F.
Pump Station $ 1,100.00 GPM $
Disinfection Facilities (CL & NHz System) $ 500,000.00 EA Regulating Facilities $ 250,000.00 EA
Water Storage Tank 1.25 GAL.
Blow Off 5,000.00 EA
Traffic Control L.S. $
$
Sub Total Miscellaneous: $ 1,750,00
Sub-Total Water: $ 113,201.00
10% Contingency: $ 11,320.10
TOTAL WATER COST: $ 124,521.10
PLAN & PERMIT FEE CALCULATION FORMULA $ 5,480.84
$O-$50,000 is 5% of Cost Est. $ 2,500.00
$50,001-$250,000 is 4% of Cost Est. $ 2,980.84
$250,001 + is 3% of Cost Est. $
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
CALIFORNI DATE: 11-Nov-25
RECLAIMED WATER BY: CASC Inc.
Item Description Quantity Unit Cost Unit Cost
MAINLINE
4" PVC C-900, Class 305 $ 31.00 L.F.
• •
6" PVC C-900, Class 305 $ 42.00 L.F. $
8" PVC C-900, Class 305 $ 55.00 L.F. $
10" PVC C-900, Class 305 $ 62.00 L.F. $
12" PVC C-900, Class 305 $ 68.00 L.F.
16" PVC C-905, Class 235 84.00 L.F.
18" PVC C-905, Class 235 $ 106.00 L.F $
20" PVC C-905, Class 235 $ 124.00 L.F $
24" PVC C-905, Class 235 289.00 L.F. $
$
4" CMLC Pipe, 10GA Min. Steel Wall Thickness 31.00 L.F
6" CMLC Pipe, 10GA Min. Steel Wall Thickness 42.00 L.F
8" CMLC Pipe, 10GA Min. Steel Wall Thickness 55.00 L.F
10" CMLC Pipe, 10GA Min. Steel Wall Thickness 62.00 L.F 12" CMLC Pipe, 10GA Min. Steel Wall Thickness 68.00 L.F. 16" CMLC Pipe, 10GA Min. Steel Wall Thickness 84.00 L.F. 18" CMLC Pipe, 10GA Min. Steel Wall Thickness 106.00 L.F. 20" CMLC Pipe, 10GA Min. Steel Wall Thickness 124.00 L.F. 24" CMLC Pipe, 10GA Min. Steel Wall Thickness 289.00 L.F. 4" CMLC Pipe, 0.25" Min. Steel Wall Thickness $ 31.00 L.F. 6" CMLC Pipe, 0.25" Min. Steel Wall Thickness $ 42.00 L.F. $ 8" CMLC Pipe, 0.25" Min. Steel Wall Thickness $ 55.00 L.F. $ 10" CMLC Pipe, 0.25" Min. Steel Wall Thickness 62.00 L.F. 12" CMLC Pipe, 0.25" Min. Steel Wall Thickness 68.00 L.F. 16" CMLC Pipe, 0.25" Min. Steel Wall Thickness 84.00 L.F. 18" CMLC Pipe, 0.25" Min. Steel Wall Thickness 106.00 L.F. 20" CMLC Pipe, 0.25" Min. Steel Wall Thickness 124.00 L.F. 24" CMLC Pipe, 0.25" Min. Steel Wall Thickness 289.00 L.F. $
Sub Total Reclaimed Mainline:| $0.00
HOT TAP
Hot Tap - 4" $ 1,750.00 EA $
Hot Tap - 6' 2,000.00 EA $
Hot Tap - 8" $ 2,250.00 EA $
Hot Tap - 10" 2,500.00 EA $
Hot Tap - 12" 2,750.00 EA
Item Description Quantity Unit Cost Unit Cost
HOT TAP (cont'd)
$
' '
$
Sub Total Reclaimed Hot Tap: $
METERS & SERVICE LINES
3/4" Water Meter with Service Line $ 1,830.00 EA $
3/4" Water Meter without Service Line $ 479.00 EA
1" Water Meter with Service Line $ 2,031.00 EA
1" Water Meter without Service Line $ 651.00 EA
1-1/2" Water Meter with Service Line $ 2,951.00 EA
1-1/2" Water Meter without Service Line $ 1,215.00 EA
2" Water Meter with Service Line $ 3,234.00 EA $
2 Water Meter without Service Line 1,786.00 EA $
3" Water Meter with strainer 2,386.00 EA $
14 Water Meter with strainer 3,270.00 EA
6" Water Meter with strainer 5,045.00 EA
8" Water Meter with strainer 6,462.00 EA
$
Sub Total Reclaimed Meters & Service Lines: $
VALVES
4" Gate Valve 700.00 EA $
6" Gate Valve 1,000.00 EA
8" Gate Valve 1,350.00 EA
12" Gate Valve 2,200.00 EA $
$
12" Butterfly Valve 2,200.00 EA
16" Butterfly Valve $ 4,500.00 EA
18" Butterfly Valve 6,800.00 EA
20" Butterfly Valve $ 8,000.00 EA $
$
1" Air Vacuum Valve 900.00 EA
2" Air Vacuum Valve $ 1,600.00 EA $
$
Sub Total Reclaimed Valves: $
BACKFLOWS
3/4" Reduced Pressure Backflow Device 1,700.00 EA $
1" Reduced Pressure Backflow Device 2,000.00 EA
1-1/2" Reduced Pressure Backflow Device 2,800.00 EA $
2" Reduced Pressure Backflow Device 3,500.00 EA
3" Reduced Pressure Backflow Device EA $
4" Reduced Pressure Backflow Device EA $
Item Description Quantity Unit Cost Unit Cost
BACKFLOWS (cont'd)
6" Reduced Pressure Backflow Device EA $
8" Reduced Pressure Backflow Device EA $
$
Backlow Test (RP) $ 65.00 EA $ -
$ -
Sub Total Reclaimed Bacflow: $
FIRE SERVICE
RPDCA, Reduced Pressure Bacflow Device for Fire
$ 25,000.00 EA $ -
Services
Standard Fire Hydrant, High-Pressure Dry Barrel
w/Traffic Break Away, Mueller or American Flow
$ 4,750.00 EA $ -
Control, Model Super Centurion, American Darling or
Waterous
Sub Total Reclaimed Fire Service: $
MISCELLANEOUS
Water Sampler Station $ 500.00 EA $
Thrust Block 350.00 EA
Remove Thrust Block $ 200.00 EA
Adjust water valve can to grade $ 300.00 EA
Trench Repair $ 3.50 S.F.
Pump Station $ 1,100.00 GPM
Disinfection Facilities (CL & NH3 System) $ 500,000.00 EA Regulating Facilities $ 250,000.00 EA
Water Storage Tank $ 1.25 GAL
Blow Off $ 5,000.00 EA
Traffic Control L.S. $
$
$
$
$
Sub Total Reclaimed Miscellaneous: $
Sub-Total Water: $
10% Contingencies $
TOTAL RECLAIMED
$ -
WATER COST:
Item Description Quantity Unit Cost Unit Cost
PLAN & PERMIT FEE CALCULATION FORMULA $ -
$0-$50,000 is 5% of Cost Est. $
$50,001-$250,000 is 4% of Cost Est. $
$250,001 + is 3% of Cost Est. $
ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT
OF ANCHORVIEN
ENGINEER'S COST ESTIMATE
PROJECT NO: Tract 20321
LOCATION: Dos Palmas Road
САТЕРОВНИ 11-Nov-25
DATE:
MONUMENTATION BY: CASC Inc.
No.of Lots Subdivision No.
Patrick C. Flanagan
Prepared By
CNIL
STATE OF CALFORNI 86046 9/30/2026
R.C.E. Number Expiration Date
Engineer's Stamp
Item Description Quantity Unit Cost Unit Cost
PROPERTY BOUNDARIES
2" Iron Pipe or Lead w/Brass Tag for setting Tract 1 $112.50 EA $ 112.50 Boundary Corners
1" Iron Pipe or Nail w/Brass Tag for setting in Face 201 $112.50 EA $ 2,250.00
or Top of Wall for Rear Lot Corners
Nail for setting at Top of Curb on prolongation of
$90.00 EA $ 2,250.00
Side Lot Lines
$
$
Sub Total Property Boundaries: S 4,612.50
Intersections/Centerlines/BCR's/ECR's
1" Iron Pipe or Lead w/Brass Tag for settingal all
Street Intersections, Street Centerlines, BC's, EC's, 2 $112.50 EA $ 225.00 & PRC'S
$
$
Sub Total Intersections/Centerlines/BCR's/ECR's: $ 225.00 Sub-Total Monumentation: $ 4,837.50
10% Contingencies: $ 483.75
TOTAL
$ 5,321.25
MONUMENTATION COST:
INSPECTION & PERMIT FEE CALCULATION FORMULA $
1 LOTS -100 LOTS @ $240.00 FALSER
101 LOTS - 200 LOTS @ $240.00 + $1.60/LOT $
201 LOTS PLUS @ $400.00 + $1.00/LOT $