Attachment B - New Subdivision Improvement Agreement — Victorville City Council, July 16, 2024

Attachment B
New Subdivision
Improvement Agreement

RECORDING REQUESTED BY

CITY OF VICTORVILLE

WHEN RECORDED RETURN TO:

CITY OF VICTORVILLE
ENGINEERING DEPT.
14343 CIVIC DR.

VICTORVILLE, CA 92392

APN Nos. 3090-051-20 thru 69; 3090-061-39 thru 87; 3090-071-41 thru 76; 3090-081-03 thru 70; 3090-061-03 through 38 Recording of this document is fee exempt under
Government Code Section 27383

SUBDIVISION IMPROVEMENT AGREEMENT
TRACT MAP NO. 14132-1 to 3

THIS SUBDIVISION AGREEMENT (“Agreement”) is made and entered into by and between the City of Victorville, hereinafter referred to as “ City”, and Richmond American Homes of Maryland I nc., a Maryland Corporation, hereinafter referred to as “ Subdivider”. City and Subdivider are sometimes hereinafter referred to individually as a “Party” and collectively referred to as the “Parties.”.

RECITALS

WHEREAS, Subdivider is currently 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’, att ached hereto and incorporated herein by this reference (the “Subdivision”), and the successor in interest to those certain final Subdivision Tract Map Nos. 14132-1, 14132-2, and 14132-3 (hereinafter called “Maps”) originally recorded in the office of the San Bernardino County Recorder (“ County Recorder’s Office” ) by Victor y Development, Inc . (hereinafter referred to as “Original Developer”) on July 11, 2007 as Document Nos. 2007-0408732 for Tract Map No. 14132-1, 2007-0420380 for Tract Map No. 14132-2, and 2007-0408975 for Tract Map No. 14132-3; and

WHEREAS, in order to receive approval from the City for said Map, Original Developer had previously entered into a secured Subdivision Agreement with the City recorded on July 17, 2007, as Document Nos. 2007-0420378 for Tract Map No. 14132- 1, 2007- 0408888 for Tract Map No. 14132- 2, and 2007- 0420382 for Tract Map No. 14132-3, in the County Recorder’s Office promising to construct and install the public improvements required by the Map and complete the related work for the Subdivis ion in accor dance with the conditions of approval, all as required by the City’s Planning Commission (the “Obligations”); and

WHEREAS, pursuant to that certain Grant Deed recorded on June 28, 2024 concurrently herewith as Document No. 2024-0150312 in the County Recorder’s Office, Frontier Land Holdings Inc. subsequently sold the Subdivision to Subdivider; and,

WHEREAS, Subdivider, as the new owner of the Subdivision, is prepared to assume and perform the Obligations associated with the Map and the Subdivision (as updated and set forth in this new Agreement) in accordance with the Subdivision Map Act of the State of California (the "Map Act") and Titles 17 and 16 of the Victorville Municipal Code ("VMC").

NOW THEREFORE, for and in consideration of the approval of the Map and of the acceptance of the dedications therein offered, and in order to ensure satisfactory performance by Subdivider of Subdivider’s obligations under said Map Act and SAID Titles 17 and 16 of the VMC, the Parties agree as follows:

1. Performance of Work

Subdivider will do and perform, or cause to be done and performed, at Subdivider’s own expense, in a good and workmanlike manner, and furnish all required materials, all under the direction and to the satisfaction of the City Engineer of City, al l of the work and improvements required by the City Planning Commission for this Subdivision in accordance with the plans and specifications on file as herein specified, or with any changes required or ordered by said Engineer, which in his opinion are necessary or required to complete the work.

Any sewer work or water supply work shall be subject to the approval of the respective special districts having to do with the said types of work (See Exhibit C attached hereto for the Engineer’s Cost Estimates.)

2. Work: Places and Grades to be Approved by Engineer

All of said work is to be done at the places, of the materials, in the manner, and at the grades, all as shown upon the plans and specifications therefor, heretofore approved by City Engineer and which a re now on file in his office, and to the satisfaction of said City Engineer. The actual work of surveying shall be performed by the Subdivider’s engineer.

3. Specifications

a) The Required Improvements and work embraced herein shall be done in accordance with the provisions of the Greenbook Standard Specifications for Public Works Construction, as adopted by the Greenbook Committee, current edition, insofar as they may apply (hereinafter the “ Greenbook Specifications”), and the Cit y of Victorville Sta ndard Specifications for Public Improvements (hereinafter the “ City Standard Specifications”). Whenever in the Greenbook Specifications the following terms are used, they shall be understood to mean the following:

(1) Agency: City of Victorville, California.

(2) Board: Victorville City Council

(3) Engineer: Whenever the term is not qualified, shall mean the City Engineer of the City of Victorville, California acting either directly or through his properly authorized agents, each agent acting only within the scope of the authority delegated to him.

(4) Laboratory: The laboratory to be approved by the City of Victorville to test materials and work involved in the construction provided for under this agreement.

(b) In case of conflict between the Greenbook Specifications and the City Standard Specifications, the City Standard Specifications shall prevail.

(c) In case of conflict between the Greenbook Specifications, the City Standard Specifications, and the Approved Plans and this Agreement, the Approved Plans and this Agreement shall take precedence over and be used in lieu of such conflicting portions of the Greenbook Specifications or City Standard Specifications.

4. Work: Time for Completion

City hereby fixes the time for the completion of said work to be within two years after the date this Agreement is fully executed by all Parties with the County Recorder of San Bernardino County. At least two (2) calendar days prior to the commencement of work hereunder, Subdivider shall notify City Engineer of t he date fixed by Subdivider for commencement thereof, so that city Engineer shall be able to provide services of inspection.

5. Time of Essence - Extension

Time is of the essence in this Agreement; provided, that in the event good cause is shown therefor, the City Manager may extend the time for completion of the improvements hereunder. Any such extension may be granted without notice to the Subdivider’s surety, and extensions so granted shall not relieve the surety’s liability on the bond to secure the faithful performance of this ag reement. The City Manager shall be the sole and final judge as to whether or not good cause has been shown to entitle Subdivider to an extension. All references to the City Manager in this Agreement shall be deemed to include his/her duly authori zed designees.

6. Repairs and Replacements

Subdivider shall replace, or have replaced, or repair, or have repaired, as the case may be, all pipes and monuments shown on the map which have been destroyed or damaged, and Subdivider shall replace or have replaced, repair, or have repaired, as the case may be, or pay to the owner, the entire cost of replacement or repairs, or any and all property damaged or destroyed by reason of any work done hereunder, whether such property be owned by the United States or any agency thereof, or the State of California, or any agency or political subdivision thereof, or by the City or by any public or private corporation, or by any person whomsoever, or by any combination of such owners. Any such repair or replacement shall be to the satisfaction, and subject to the approval, of the City Engineer.

7. Permits: Compliance with Law

Subdivider shall, at Subdivider’s expense, obtain all necessary permits and licenses for the construction of such improvements, give all necessary notices and pay all fees and taxes required by law. Subdivider agrees to procure, at his expense, any necessary permits required for the opening of any state or county roads or easements outside the jurisdiction of City.

8. Superintendence by Subdivider

Subdivider shall give personal superintendence to the work on said improvement, or have a competent foreman or superintendent, satisfactory to the City Engineer, on the work at all times during progress, with authority to act for Subdivider.

9. Inspection by City

Subdivider shall at all times maintain proper facilities, and provide safe access for inspection by City, to all parts of the work, and to the shops wherein the work is in preparation.

10. Contract Security

Concurrently with the execution hereof, Subdivider shall furnish a bond in an amount equal to at least one hundred percent (100%) of the approved Engineer’s estimate of the costs to complete the work and improvements (as set forth in Engineer’s Cost Estimate attached hereto as Exhibit ' C' and incorporated herein by this reference) as security for the faithful performance of this Agreement.

Similarly, Subdivider shall furnish a bond in an amount equal to at least fifty percent (50%) of said Engineer's Cost Estimate to complete the work and improvemen ts as security for the payment of all persons performing labor and furnishing materials in the construction of this Subdivision, including any claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the California Civil Code.

The securities specified above shall be in the form of cash deposits, an irrevocable letter of credit which meets the requirements of VMC Section 17.64.060(a)(3), or bonds provided by a corporate surety admitted by the California Department of Insurance to transact surety insurance business in California (with a Best’s Insurance Guide rating of no less than A -) and written on such forms as may be provided by State statute for such purposes and approved by the City, or in such other form as may be provided for by law and satisfactory to City. Security instruments shall be worded and dated to become effective immediately upon failure of the Subdivider to complete the work and improvements specified in this Agreement within the two- year peri od allowed or any extensions thereof granted by the City.

11. Hold-Harmless Agreement

(a) To the fullest extent permitted by law, Subdivider agrees to and shall defend, indemnify, and hold harmless the City, its officers, employees, agents, and elective and ap pointive boards from and against any and all claims , losses, damages, including property damage, personal injury, including death, costs, including attorney fees, and liability of any kind or nature directly or indirectly arising out of or in any way connected with performance under this Agreement and/or the construction of the Required Improvements by the Subdivider, its contractors or subcontractors, or of any person directly or indirectly employed by, or acting as agent for the Subdivider , its contractors or subc ontractors, save and except those matters arising from the sole, active negligence of the City.

(b) This defense, indemnification, and hold harmless provision shall extend to claims, losses, damage, injury, costs, including attorney fees, and liabili ty for injuries occurring after completion of the construction of the Required Improvements as well as during construction, and shall apply regardless of whether or not the City has prepared, supplied or approved the plans and/or specifications for the Required Improvements or has inspected or accepted the same.

(c) Acceptance of insurance required under this Agreement shall not relieve Subdivider from liability under this defense, indemnification, and hold harmless provision. Subdivider’s obligation to indemnify shal l survive the expiration or termination of this Agreement, and shall not be restricted to insurance proceeds, if any, received by City.

(d) The Parties intend that this Section 11 shall be broadly construed to effectuate its pur pose.

12. Subdivider’s Insurance

Subdivider and any of contractors or subcontractors performing work hereunder on Subdivider’s behalf shall procure and maintain at its own expense, during the term of this Agreement (and during any extensions thereof) the following minimum policies of insurance and comply with all other provisions of this Section 12:

1) Commercial General Liability Insurance (“CGL”): . Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than Two Million Dollars ( $2,000,000) per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2) Commercial Vehicle (Automobile) Liability Insurance: ISO Form Number CA 00 01 covering any auto (Code 1), with a combined single limit of not less than One Million Dollars ( $1,000,000) per accident for bodily injury and property damage.

3) Workers’ Compensation Insurance: As required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with limit of no less than One Million Dollars ($1,000,000) per accident for bodily injury or disease.

Additional Insurance Requirements. With respect to the policies of insurance set forth above, compliance with the following is also required:

1) Additional Named Insured. Notwithstanding any inconsistent statement in any required insurance policies or any subsequent endorsements attached thereto, the CGL polic y, shall be endorsed to name the City and its officers, officials, employees, servants, volunteers, agents and independent contractors, including, without limitation, the City Attorney, as Additional Insureds 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. General liability coverage can be provided in the form of an endorsement to the Subdivider’s insurance (at least as broad as ISO Form CG 20 10 11 85 or if not available, through the addition of both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 if a later edition is used).

2) Waiver of Subrogation Rights . Subdivider shall require the carriers of all required insurance policies to waive all rights of subrogation against the City and its officers, officials, employees, servants, volunteers, agents, and independent contractors and subcontractors which any insurer of said Subdivider may acquire against the City by virtue of the payment of any loss under such insurance. Subdivider agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.

3) Proof of Insurance Coverage; Required Additional Endorsements . Subdivider shall secure from a good and responsible company or companies authorized to transact insurance business in the State of California, the policies of insurance required by this Agreement and furnish to the City Clerk certificates of i nsurance evidencing the required coverage, and the following policy endorsements, at least ten (10) business days prior to commencement of any work required under this Agreement.

(A) Each insurance policy required by this Agreement shall provide that coverage shall not be canceled, except with written notice to the City.

(B) For any claims related to this Agreement, the Subdivider’s insurance coverage shall be primary and non- contributory and at least as broad as ISO CG 20 01 04 13 as respects the City, it’s offi cers, officials, emplo yees, servants, volunteers, agents and independent contractors and subcontractors.. Any insurance or self - insurance maintained by the City, its officers, officials, employees, servants, volunteers, agents and independent contractors and subcontractors shal l be excess on the Subdivider’s insurance and shall not contribute with it. This requirement shall also apply to any Excess or Umbrella liability policies

4) The Subdivider may use Umbrella or Excess Policies to provide the liability li mits as required in this Agreement. This form of insurance will be acceptable provided that all of the Primary and Umbrella or Excess Policies shall provide all of the insurance coverages herein required, including, but not limited to, primary and non- contributory, additional i nsured, Self -Insured Retentions (SIRs), indemnity, and defense requirements. The Umbrella or Excess policies shall be provided on a true “following form” or broader coverage basis, with coverage at least as broad as provided on the underlying Commercial Ge neral Liability insurance. No insurance policies maintained by the Additional Insureds, whether primary or excess, and which also apply to a loss covered hereunder, shall be called upon to contribute to a loss until the Subdivider’s primary and excess liability policies are exhausted.

5) All insurance requirements contained in this Agreement are applicable to any contract for completion of the work entered into by Subdivider and/or any of Subdivider’s contractors, subcontractors, agents, and/or employees. Subdivider shall not commence any work under this Agreement until Subdivider has obtained all insurance required under this Section, nor shall Subdivider allow any contractor or subcontractor to commence work on any contract or subcontract until all insuranc e required to be obtained by Subdivider has been obtained by such contractor or subcontractor and approved by the City. Subdivider and its contractors or subcontractors shall provide the City with not less than thirty (30) days’ noti ce prior to the cancellation, reduction or termination of any insurance coverages required by this section and shall provide replacement policies acceptable to the City prior to any such cancellation, reduction, or termination of coverage.

6) All requirements set forth in this Section shall appear either in the body of the insurance policies or as endorsements and shall specifically bind the insurance carrier.

13. Title to Improvements

Title to, and ownership of all Required Improvements constructed hereunder by Subdivider shall vest absolutely in City upon completion and acceptance of such Required Improvements by City. Until such time as the Required Improvements are accepted by City, Subdivider shall be responsible for and bear the risk of loss to any of the Required Improvements constructed or installed and shall be responsible for the care, maintenance of, and any damage to such Required Improvements. Neither City, nor any of its agents, officers, or employees shall be liable or responsible for any accident, loss, or damage, regardless of cause, happening or occurring to the Required Improvements prior to the completion by Subdivider and acceptance of same by City.

14. Repair or Reconstruction of Defective Work

If, within a period of one year after final acceptance of the work performed under this Agreement, any structure or part of any structure furnished and/or installed or constructed, or caused to be installed or constructed by Subdivider, or any of the work done under this Agreement, fails to fulfill any of the requirements of this Agreement or the specifications referred to herein, Subdivider shall without delay and without any cost to City, repair or replace or reconstruct any defective or otherwise unsatisfactory part or parts of the work or structure. Should Subdivider fail to act promptly or in accordance with this requirement, or should the exigencies of the case require repairs or replacements to be made before Subdivider can be notified, City may, at its option, make the necessary repairs or rep lacements or perform the necessary work and Subdivider shall pay to City the actual cost of such repairs, plus fifteen percent (15%).

15. Subdivider not Agent of City

Neither Subdivider nor any of Subdivider’s agents or contractors are or shall be considered to be agents of City in connection with the performance of Subdivider’s obligations under this A greement.

16. Cost of Engineering and Inspection

Subdivider shall pay City in accordance with Title 17, of the VMC , for all engineering, inspection, and othe r services furnished by City in connection with the Subdivision.

17. Default; Notice

The following events shall constitute a default under this Agreement: If Subdivider refuses or fails to prosecute the work on the Required Improvements, or any part thereof, with such diligence as will ensure its completion within the time specified, or any extension thereof, or fails to complete the Required Improvements within such time; if Subdivider should be adjudged a bankrupt, or Subdivider should make a general assignment for the benefit of Subdivider’s creditors, or if a receiver should be appointed in the event of Subdivider’s insol vency; or if Subdivider or any of Subdivider’s contractors, subcontractors, agents, or employees should violate any of the provisions of this Agreement. In the event of Subdivider’s default, the City may serve written notice upon Subdivider and Subdivider’ s surety of the default under this Agreement.

Subdivider shall have fifteen (15) days from receipt of written notice by City to cure any such default.

18. Breach of Agreement; Performance by Surety or City

(a) In the event Subdivider is in default under this Agr eement, and the applicable cure period set forth in Section 17 hereof has expired without such default having been cured by Subdivider, Subdivider shall be deemed to be in breach of this Agreement and the City may thereafter deliver a notice of breach to Subdivider’s surety, and such surety shall have the duty to take over and complete the work on the Required Improvements; provided, however, that if the surety within fifteen (15) days after the serving of such notice of breach upon it does not give the Cit y written notice of the surety’s intent to take over the performance of the Agreement, or does not commence performance thereof within fifteen (15) days after notice to the City of such election, then the City may take over the work and prosecute the same to completion by contract, or by any other method the City may deem advisable, for the account and at the expense of the Subdivider, and the Subdivider’s surety shall be liable to the City for any excess cost or damages incurred by the City. In such event, the City, without liability for so doing, may take possession of and utilize in completing the work such materials, appliances, plants or other property belonging to Subdivider as may be on the site of the work and necessary therefore . The remedy provided by this paragraph is in addition to, and not in lieu of, other remedies available to the City. The City reserves to itself all remedie s available to it at law or in equity for a breach of Subdivider’s obligations under this Agreement.

(b) In addition to any other remedy the City may have, a breach of this Agreement by the Subdivider may result in the Subdivision being reverted to acreage and shall further constitute consent to the filing by the City of a notice of violation against all th e lots in the Subdiv ision. Subdivider agrees that the choice of remedy or remedies for Subdivider’s breach shall be in the discretion of the City. If the form of contract security is other than a bond, the City, after giving notice of breach of the Agreement, may proceed to collect ag ainst the contract security in the manner provided by law and by the terms of the security instrument.

(c) The failure of 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 Subdivider. Any failure by the City to enforce any provision of this Agreement shall not be construed as a waiver of the right to compel enforcement of such provision(s) and further shall not act to release any surety from its obligations under this Agreement.

(d) In the event that Subdivider fails to perform any obligation hereunder, Subdivider agrees to pay all costs and expenses incurred by City in securing performances of such obligations, i ncluding costs of suit and reasonable attorney’s fees.

19. Completion

(a) Subject to the provisions of subdivision (b) of this Section, upon completion of all the Required Improvements, and upon the City Council authorizing a written Notice of Completion and Ac ceptance of said work, the City will release all hold and any claims to eighty percent (80%) of the amount of securities posted for faithful performance as specified in Section 10, above. The remaining twenty percent (20%) shall be held by the City for a period of one (1) year after the date of the Notice of Completion as a guarantee bond to secure the performance of Section 14 of this Agreement and shall thereafter be released.

(b) The provisions of subdivision (a) of this Section notwithstanding, if the Su bdivision is part of any City maintenance assessment district, the faithful performance security shall not be released, and no Required Improvements shall be accepted by the City unless and until Subdivider has paid to City any fees required to operate and maintain the Required Improvements until such time as the City has received the first maintenance assessment disbursement from the County.

(c) The amount specified in Section 10(b) above for labor and materials security shall be reduced or released pursuant to the provisions of Section 66499.7(h) of the Map Act.

20. Notices

All notices required by or provided for under this Agreement shall be in writing and delivered in person or sent by certified or registered mail, postage prepaid and addressed as provided i n this Se ction. Notice shall be effective on the date it is delivered in person, or, if mailed, on the date of deposit in the United S tates Mail.

Notices shall be addressed as follows:

If to City: City of Victorville
Attention: City Engineer
P.O. Box 5001
14343 Civic Drive
Victorville, CA 92393-5001

With a copy to: Green, de Bortnowsky & Quintanilla, LLP 30077 Agoura Court, Suite 210
Agoura Hills, CA 91301
Attn: Andre de Bortnowsky, City Attorney

If to Subdivider: Richmond American Homes Inc., a Maryland Corporation 5171 California Avenue, Suite 120
Irvine, CA 92617

With a copy to: _____________________________________

_____________________________________

If to surety: _____________________________________

_____________________________________

Any Party or the surety may change such address by notice in writing to the other Party and thereafter notices shall be addressed and transmitted to such new address.

21. Binding Effect of Agreement

This Agreement shall be binding on and inure to the benefit of the Parties to this Agreement and their heirs, personal representatives, successors and assigns.

22. Severability; Modification; Entire Agreement

The provisions of this Agreement are severable. If any portion of this Agreement is held invalid by a court of competent jurisdiction, the remainder of the Agreement shall remain in full force and effect unless amended or modified in writing by the mutual consent of the Parties. This Agreement, together with all exhibits, Commission Resolutions, maps and plans expressly referred to herein, constitutes the entire agreement of the Parties and supersedes any prior writte n or oral agreements between them with respect to the subject matter hereof. All modifications, amendments, or waivers of the terms of this Agreement must be in writing and signed by the appropriate representatives of the Parties.

23. Authority of Executing Parties

The persons executing this Agreement warrant and represent that they are duly authorized to execute this Agreement on behalf of and bind the Party each purports to represent.

24. Incorporation of Recitals

The Recitals to this Agreement, and any definitions set forth therein, are hereby incorporated into in the terms of this Agreement by this reference. The following exhibits are attached to this Agreement and incorporated into this Agreement by this reference:

Exhibit A – Legal Description of Subdivision
Exhibit B – Tract Maps
Exhibit C – Approved Engineer’s Cost Estimates

[END OF THIS PAGE]
[SIGNATURES TO FOLLOW]

EXHIBIT A

LEGAL DESCRIPTION
Tract 14132-1
Lots 1-80 of Tract 14132-1, in the City of Victorville, County of San Bernardino, State of California, as filed in Map Book No. 329, pages 72 through 78, in the San Bernardino County Recorder’s Office.

Tract 14132-2
Lots 81-168 of Tract 14132-2, in the City of Victorville, County of San Bernardino, State of California, as filed in Map Book No. 329, pages 79 through 85, in the San Bernardino County Recorder’s Office.

Tract 14132-3
Lots 169-238 of Tract 14132-3, in the City of Victorville, County of San Bernardino, State of California, as filed in Map Book No. 329, pages 86 through 92, in the San Bernardino County Recorder’s Office.

EXHIBIT B

TRACT MAPS

EXHIBIT C

APPROVED ENGINEER’S COST ESTIMATES
City of Victorville, Public Works Department, Public Works, Engineering, Water

ENGINEER'S COST ESTIMATE FOR OFF-SITE PUBLIC IMPROVEMENTS ONLY -$
-$
-$ 0
-$ -$
-$ -$
-$ -$
-$
-$
-$
-$
-$
-$
-$ 91606 12/31/2024
-$ R.C.E. # Exp. Date
-$
56,459.10$
56,459.10$
28,229.55$
2,758.36$
2,758.36$
-$
-$
-$
-$
-$
1,807,326.48$
1,807,326.48$
903,663.24$
57,219.79$
57,219.79$
-$
-$
-$
Faithful Performance Security Amount*:

SEWER PLAN CHECKING FEE:

SEWER CONST. PERMIT & INSPECTION FEE:

Labor & Material Security Amount*:

TOTAL SEWER COST EST.

TOTAL RECLAIM WATER COST EST.

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

DRAINAGE CONST. PERMIT & INSPECTION FEE:

REC. WATER PLAN CHECKING FEE:

DRAINAGE PLAN CHECKING FEE:

REC. WTR CONST. PERMIT & INSPECTION FEE:

TOTAL DRAINAGE COST EST.

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

WATER CONST. PERMIT & INSPECTION FEE:

TRAFFIC SIGNAL PLAN CHECKING FEE:

TRAFFIC SIGNAL CONST. PERMIT & INSP. FEE:

TOTAL WATER COST EST.

WATER PLAN CHECKING FEE:

STREET PLAN CHECKING FEE:

TOTAL MONUMENTATION COST EST.

TOTAL TRAFFIC SIGNAL EST.

Faithful Performance Security Amount*:

DRY UTILITY TRENCHING
INSPECTION FEE: $ -
TOTAL STREET COST EST.
** There may be additional fees that pertain to your project. Please see the Engineering Schedule of Fees and Charges for Services for a complete list of fees required for your project.

MONUMENTATION INSPECTION FEE:

TOTAL CONSTRUCTION PERMIT
59,978.16$

TOTAL LINEAR FOOTAGE
0 LF-100 LF = $78.00 Min
TOTAL PLAN CHECKING FEE**
101 LF-200 LF = $78.00 + $0.24/LF
201 LF + = $102.00 + $0.16/LF
Faithful Performance Security Amount*:

STREET CONST. PERMIT & INSPECTION FEE:

Labor & Material Security Amount*:
*Securities shall be provided in accordance with Victorville Municipal Code, §17.64.060. The Faithful Performance portion shall be at 100% of the approved Engineer's Cost Estimate of the required improvement. The Labor & Material portion shall be at 50% of of the approved Engineer's Cost Estimate of the required improvement.
& INSPECTION FEE**
60,039.78$
Faithful Performance Security Amount*:

Engineer's Stamp

PLACE ENG/WTR CASE LABEL HERE
1/23/2024 Page 1 of 9

PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

PAVEMENT
3" Asphalt Concrete 145,382 $1.31 S.F. 190,813.88$

3.5" Asphalt Concrete $1.53 S.F. -$
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 3,607 $30.00 CY 108,210.00$
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 $60.00 C.Y -$
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 II $0.75 S.F. -$
Grind and Overlay (Talpa) 20,000 $4.00 S.F. 80,000.00$
-$
Extend/Adjust Exist. D/W to New Grade 33 $4,500.00 EA 148,500.00$ Remove A.C. Pavement and Base 109,000 $0.75 S.F. 81,750.00$ 609,273.88$

CURB & GUTTER
6" Curg & Gutter,
per City Standard S-09 $20.00 L.F. -$
8" Curb & Gutter,
per City Standard S-09 5,700 $25.00 L.F. 142,500.00$
Cross Gutter, per City Standard S-05 $5.50 S.F. -$
Cross Gutter with Spandrels 2,880 $8.74 S.F. 25,171.20$ P.C.C. Alley Gutter $10.25 L.F. -$
Local Depression 3 $950.00 EA 2,850.00$
Adjust Exist. Signage to New Grade 1 $150.00 EA 150.00$ Remove and Salvage Exist. Signage 8 $100.00 EA 800.00$
Pavement "STOP" Letering 6 $130.00 EA 780.00$
172,251.20$
P.C. CONCRETE
4" Thick Residential Sidewalk (6' wide) 33,500 $7.50 S.F. 251,250.00$ 4" Thick Commercial Sidewalk (10' wide) $7.50 S.F. -$
Sub Total Pavement:

Sub Total Curb & Gutter:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
TRACT 14132-1 OFF-SITE STREET
Ottawa Street & 3rd Avenue
1/23/24
Ludwig Engineering & Assoc., Inc.

PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
TRACT 14132-1 OFF-SITE STREET
Ottawa Street & 3rd Avenue
1/23/24
Ludwig Engineering & Assoc., Inc.
6" Thick Residential Drive Approach,
per City Standard S-02 (12' wide) $6.13 S.F. -$
PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
TRACT 14132-1 OFF-SITE STREET
Ottawa Street & 3rd Avenue
1/23/24
Ludwig Engineering & Assoc., Inc.

P.C. CONCRETE CONT'D
6" Thick Residential Drive Approach,
per City Standard S-02 (18' wide) $6.13 S.F. -$
6" Thick Residential Drive Approach for
Knuckles & Cul-de-Sacs,
per City Standard S-02A (24' wide)
$6.13 S.F. -$
6" Thick Residential Drive Approach,
per City Standard S-02 (24' wide) $6.13 S.F. -$
8" Thick Commercial Drive Approach, Type
1, per City Standard S-03 $12.50 S.F. -$
8" Thick Commercial Drive Approach, Type
2, per City Standard S-03 $12.50 S.F. -$
8" Thick Commercial Drive Approach, Type
3, per City Standard S-03 $12.50 S.F. -$
Curb Ramp per City Standard S-11A 8 $5,000.00 EA 40,000.00$ P.C.C. Alley Intersection $9.50 S.F. -$
Reinforced Concrete $575.00 C.Y. -$
-$
-$
-$
-$
291,250.00$

MISCELLANEOUS UTILITIES
Dry Utility Trenching L.F. -$
-$
-$
-$
UNDERGROUNDING EXIST. UTILITIES
Relocate Power Poles $30,000.00 EA -$
Remove Power Poles EA -$
-$
-$
-$
-$

MISCELLANEOUS
Earthwork Cut 12,939 $18.00 C.Y. 232,902.00$
Earthwork Fill 10,188 $25.00 C.Y. 254,700.00$
Trenching $3.50 L.F. -$
Backfill $3.50 L.F. -$
Crushed A.B. under Sidewalk $5.00 SF -$
Adjust Manhole to Grade $250.00 EA -$
Saw Cut $0.75 L.F. -$
Truncated Dome Panels per APWA
Standard 111-3 8 $600.00 EA 4,800.00$
Sub Total P.C. Concrete:

Sub Total Miscellaneous Utilities
Sub Total Undergrounding of Existing Utilities
PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
TRACT 14132-1 OFF-SITE STREET
Ottawa Street & 3rd Avenue
1/23/24
Ludwig Engineering & Assoc., Inc.

Tree Removal $665.00 EA -$

MISCELLANEOUS CONT'D
Tree Wells & Covers $85.00 EA -$
Hand Railings $45.00 LF -$
Street Lighting 8 $2,500.00 AC 20,000.00$
Rough Grading - Cut & Transport (Talpa) 2,720 $15.00 C.Y. 40,800.00$ Rough grding - Fill & Transport (Talpa) 270 $20.00 C.Y. 5,400.00$ Barricade 1 $2,500.00 EA 2,500.00$
Remove Barricade 1 $1,000.00 EA 1,000.00$
562,102.00$

TRAFFIC CONTROL
Striping Removals $2.00 L.F. -$
2" to 4" wide Pavement Striping $2.00 L.F. -$
4" wide Pavement Striping 680 $1.00 L.F. 680.00$
8" wide Pavement Striping $2.00 L.F. -$
12" wide Pavement Striping 94 $3.00 L.F. 282.00$
Pavement Markings 6 $250.00 EA 1,500.00$
Traffic Signs $275.00 EA -$
Street Name Signs $383.33 EA -$
Sign Removals 4 $175.00 EA 700.00$
Replace Vehicle Detector Loops $400.00 EA -$
Guard Rail/Barricade $48.00 L.F. -$
Guide Markers $18.00 EA -$
Remove Temporary Turnaround $710.00 EA -$
Construct Temporary Turnaround $1,400.00 EA -$
Traffic Control Plans L.S. -$
Misc. Striping 8,040 $0.25 L.F. 2,010.00$
Turn Arrow 5 $130.00 EA 650.00$
Misc. Signage (Talpa) 2 $375.00 EA 750.00$
Relocate Exist. Signage 7 $225.00 EA 1,575.00$
8,147.00$
1,643,024.08$
164,302.41$
1,807,326.48$
57,219.79$
2,500.00$
8,000.00$
46,719.79$
$50,001-$250,000 is 4% of Cost Est.
$250,001 + is 3% of Cost Est.

TOTAL STREET COST:

Sub Total Miscellaneous:

PLAN & PERMIT FEE CALCULATION FORMULA
10% Contingency:
$0-$50,000 is 5% of Cost Est.

Sub-Total Streets:

Sub Total Traffic Control:

PROJECT NO:

LOCATION:

DATE:

DRAINAGE BY:

Item 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. 65 97.33$ L.F. 6,326$
21" R.C.P. 96.80$ L.F. -$
24" R.C.P. 113.83$ 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$ L.F. -$
48" R.C.P. 160.00$ L.F. -$
51" R.C.P. 197.50$ L.F. -$
54" R.C.P. 200.00$ L.F. -$
57" R.C.P. 235.00$ L.F. -$
60" R.C.P. 240.00$ L.F. -$
84" R.C.P. 280.00$ L.F. -$
96" R.C.P. 320.00$ L.F. -$
96" CMP 230.00$ L.F. -$
120" CMP 245.00$ L.F. -$
Pipe Size - L.F. -$
Pipe Size - L.F. -$
-$
-$
6,326$

MANHOLES
Standard Manhole, 36" pipe or less, per
Standard D-04 or APWA 321-1 7,500.00$ EA -$
Standard Manhole, Greater than 36" pipe,
per Standard D-04 or APWA 320-1 8,000.00$ EA -$
Pre-Cast Storm Drain Manhole, per
Standard D-05 or APWA 322-1 8,500.00$ EA -$
Adjust Manhole to grade 400.00$ EA -$
Concrete Collar (up to 48") 300.00$ EA -$
-$
-$
-$ Sub Total Manholes:

Sub Total Pipes:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd avenue
1/23/24
Ludwig Engineering, Assoc., Inc
14132-1 OFF-SITE

PROJECT NO:

LOCATION:

DATE:

DRAINAGE BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd avenue
1/23/24
Ludwig Engineering, Assoc., Inc
14132-1 OFF-SITE

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 Structures/Boxes:

Sub Total Inlets/Outlets:

Sub Total Basins:

PROJECT NO:

LOCATION:

DATE:

DRAINAGE BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd avenue
1/23/24
Ludwig Engineering, Assoc., Inc
14132-1 OFF-SITE

CROSSINGS
Standard Wash Crossing, per Std D-01A 4,000.00$ EA -$ Channel Crossing for Exist. Rural
Residential, per Standard D-01B 6,000.00$ EA -$
-$
-$
-$

DRYWELLS
Drywell System, per Standard D-06 25,000.00$ EA -$ Drywell & Interceptor, per Standard D-07 1 30,000.00$ EA 30,000$ -$
-$
30,000$
DRAINS
Curb Drain 1,500.00$ EA -$
Under sidewalk Drain 2,500.00$ EA -$
Parkway Drain per APWA 151-1 Type 2 3,500.00$ EA -$ Parkway Culvert 47.50$ L.F. -$
Rail top Culvert: S= 300.00$ L.F. -$
EA -$
-$
-$

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 Drains:

Sub Total Drywells:

Sub Total Crossings:

Sub Total Miscellaneous:

PROJECT NO:

LOCATION:

DATE:

DRAINAGE BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd avenue
1/23/24
Ludwig Engineering, Assoc., Inc
14132-1 OFF-SITE

CHANNEL SYSTEM
Concrete Slope, 6" Thick C.Y. -$
Reinforcing Steel L.F. -$
-$
-$
-$
-$
MS4 PERMIT COMPLIANCE
NPDES/SWPPP 3,000.00$ LS -$
-$
-$
-$
-$
51,326$
5,133$
56,459$
$2,758.36
$2,500.00
$258.36
$0.00
10% Contingencies
Sub Total Channel System:

Sub-Total Drainage:

Sub Total MS4 Permit Compliance:

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.

TOTAL DRAINAGE COST:

City of Victorville, Public Works Department, Public Works, Engineering, Water

ENGINEER'S COST ESTIMATE FOR ON-SITE PUBLIC IMPROVEMENTS ONLY -$
-$
-$ 0
-$ -$
-$ -$
812,821.90$ -$
812,821.90$
406,410.95$
27,384.66$
27,384.66$
-$
-$
-$ 91606 12/31/2024
-$ R.C.E. # Exp. Date
-$
906,774.67$
906,774.67$
453,387.34$
30,203.24$
30,203.24$
767,992.50$
767,992.50$
383,996.25$
26,039.78$
26,039.78$
1,836,698.84$
1,836,698.84$
918,349.42$
58,100.97$
58,100.97$
12,012.00$
12,012.00$
-$
Faithful Performance Security Amount*:

SEWER PLAN CHECKING FEE:

SEWER CONST. PERMIT & INSPECTION FEE:

Labor & Material Security Amount*:

TOTAL SEWER COST EST.

TOTAL RECLAIM WATER COST EST.

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

DRAINAGE CONST. PERMIT & INSPECTION FEE:

REC. WATER PLAN CHECKING FEE:

DRAINAGE PLAN CHECKING FEE:

REC. WTR CONST. PERMIT & INSPECTION FEE:

TOTAL DRAINAGE COST EST.

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

WATER CONST. PERMIT & INSPECTION FEE:

TRAFFIC SIGNAL PLAN CHECKING FEE:

TRAFFIC SIGNAL CONST. PERMIT & INSP. FEE:

TOTAL WATER COST EST.

WATER PLAN CHECKING FEE:

STREET PLAN CHECKING FEE:

TOTAL MONUMENTATION COST EST.

TOTAL TRAFFIC SIGNAL EST.

Faithful Performance Security Amount*:

MONUMENTATION INSPECTION FEE:

TOTAL CONSTRUCTION PERMIT
141,728.64$

TOTAL LINEAR FOOTAGE
0 LF-100 LF = $78.00 Min
TOTAL PLAN CHECKING FEE**
101 LF-200 LF = $78.00 + $0.24/LF
201 LF + = $102.00 + $0.16/LF
Faithful Performance Security Amount*:

STREET CONST. PERMIT & INSPECTION FEE:

Engineer's Stamp

PLACE ENG/WTR CASE LABEL HERE
9/11/2023

Page 1 of 17 ends

PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

PAVEMENT
3" Asphalt Concrete 278,125 $1.31 S.F. 365,039.06$

3.5" Asphalt Concrete $1.53 S.F. -$
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 6,902 $30.00 CY 207,060.00$
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 $60.00 C.Y -$
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 II $0.75 S.F. -$
-$
-$
-$
-$
572,099.06$

CURB & GUTTER
6" Curg & Gutter,
per City Standard S-09 7,981 $20.00 L.F. 159,620.00$
8" Curb & Gutter,
per City Standard S-09 $25.00 L.F. -$
Cross Gutter, per City Standard S-05 $5.50 S.F. -$
Cross Gutter with Spandrels 4,095 $8.74 S.F. 35,790.30$ P.C.C. Alley Gutter $10.25 L.F. -$
6" to 8" Curb Transition 4 $15.00 EA. 60.00$
Local Depression 10 $975.00 EA 9,750.00$
-$
-$
205,220.30$
P.C. CONCRETE
4" Thick Residential Sidewalk (6' wide) 49,025 $7.50 S.F. 367,687.50$ 4" Thick Commercial Sidewalk (10' wide) $7.50 S.F. -$
6" Thick Residential Drive Approach,
per City Standard S-02 (12' wide) $6.13 S.F. -$
Sub Total Pavement:

Sub Total Curb & Gutter:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
14132-1
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering & Assoc., Inc
9/11/2023

Page 2 of 17 ends

PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
14132-1
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering & Assoc., Inc
P.C. CONCRETE CONT'D
6" Thick Residential Drive Approach,
per City Standard S-02 (18' wide) 20,880 $6.13 S.F. 127,994.40$ 6" Thick Residential Drive Approach for
Knuckles & Cul-de-Sacs,
per City Standard S-02A (24' wide)
$6.13 S.F. -$
6" Thick Residential Drive Approach,
per City Standard S-02 (24' wide) $6.13 S.F. -$
8" Thick Commercial Drive Approach, Type
1, per City Standard S-03 $12.50 S.F. -$
8" Thick Commercial Drive Approach, Type
2, per City Standard S-03 $12.50 S.F. -$
8" Thick Commercial Drive Approach, Type
3, per City Standard S-03 $12.50 S.F. -$
Curb Ramp per City Standard S-11A 20 $5,000.00 EA 100,000.00$ P.C.C. Alley Intersection $9.50 S.F. -$
Reinforced Concrete $575.00 C.Y. -$
-$
-$
-$
-$
595,681.90$

MISCELLANEOUS UTILITIES
Dry Utility Trenching L.F. -$
-$
-$
-$
UNDERGROUNDING EXIST. UTILITIES
Relocate Power Poles $30,000.00 EA -$
Remove Power Poles EA -$
-$
-$
-$
-$

MISCELLANEOUS
Earthwork Cut $18.00 C.Y. -$
Earthwork Fill $25.00 C.Y. -$
Trenching $3.50 L.F. -$
Backfill $3.50 L.F. -$
Crushed A.B. under Sidewalk 49,025 $5.00 SF 245,125.00$ Adjust Manhole to Grade $250.00 EA -$
Saw Cut $0.75 L.F. -$
Truncated Dome Panels per APWA
Standard 111-3 20 $600.00 EA 12,000.00$
Sub Total P.C. Concrete:

Sub Total Miscellaneous Utilities
Sub Total Undergrounding of Existing Utilities
9/11/2023

Page 3 of 17 ends

PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
14132-1
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering & Assoc., Inc
Tree Removal $665.00 EA -$

MISCELLANEOUS CONT'D
Tree Wells & Covers $85.00 EA -$
Hand Railings $45.00 LF -$
Street Lighting 14 $2,500.00 AC 35,000.00$
-$
-$
-$
-$
292,125.00$

TRAFFIC CONTROL
Striping Removals $2.00 L.F. -$
2" to 4" wide Pavement Striping $2.00 L.F. -$
4" wide Pavement Striping $1.00 L.F. -$
8" wide Pavement Striping $2.00 L.F. -$
12" wide Pavement Striping $3.00 L.F. -$
Pavement Markings $250.00 EA -$
Traffic Signs $275.00 EA -$
Street Name Signs 12 $383.33 EA 4,599.96$
Sign Removals $175.00 EA -$
Replace Vehicle Detector Loops $400.00 EA -$
Guard Rail/Barricade $48.00 L.F. -$
Guide Markers $18.00 EA -$
Remove Temporary Turnaround $710.00 EA -$
Construct Temporary Turnaround $1,400.00 EA -$
Traffic Control Plans L.S. -$
-$
-$
-$
-$
4,599.96$
1,669,726.22$
166,972.62$
1,836,698.84$
58,100.97$
2,500.00$
8,000.00$
47,600.97$
$50,001-$250,000 is 4% of Cost Est.
$250,001 + is 3% of Cost Est.

TOTAL STREET COST:

Sub Total Miscellaneous:

PLAN & PERMIT FEE CALCULATION FORMULA
10% Contingency:
$0-$50,000 is 5% of Cost Est.

Sub-Total Streets:

Sub Total Traffic Control:
9/11/2023

Page 4 of 17 ends

PROJECT NO:

LOCATION:

DATE:

DRAINAGE BY:

Item 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. 254 97.33$ L.F. 24,722$
21" R.C.P. 96.80$ L.F. -$
24" R.C.P. 407 113.83$ L.F. 46,329$
27" R.C.P. 99.33$ L.F. -$
30" R.C.P. 94 129.17$ L.F. 12,142$
33" R.C.P. 136.50$ L.F. -$
36" R.C.P. 270 130.00$ L.F. 35,100$
39" R.C.P. 149.50$ L.F. -$
42" R.C.P. 145.00$ L.F. -$
45" R.C.P. 170.00$ L.F. -$
48" R.C.P. 160.00$ L.F. -$
51" R.C.P. 197.50$ L.F. -$
54" R.C.P. 200.00$ L.F. -$
57" R.C.P. 235.00$ L.F. -$
60" R.C.P. 240.00$ L.F. -$
84" R.C.P. 280.00$ L.F. -$
96" R.C.P. 320.00$ L.F. -$
96" CMP 230.00$ L.F. -$
120" CMP 245.00$ L.F. -$
Pipe Size - L.F. -$
Pipe Size - L.F. -$
12" PVC (Drywell) 12 50 L.F. 600$
-$
118,893$

MANHOLES
Standard Manhole, 36" pipe or less, per
Standard D-04 or APWA 321-1 7,500.00$ EA -$
Standard Manhole, Greater than 36" pipe,
per Standard D-04 or APWA 320-1 8,000.00$ EA -$
Pre-Cast Storm Drain Manhole, per
Standard D-05 or APWA 322-1 9 8,500.00$ EA 76,500$ Adjust Manhole to grade 400.00$ EA -$
Concrete Collar (up to 48") 300.00$ EA -$
-$
-$
76,500$ Sub Total Manholes:

Sub Total Pipes:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd avenue
9/11/2023
Ludwig Engineering, Assoc., Inc.
14132-1
9/11/2023

Page 5 of 17 ends

PROJECT NO:

LOCATION:

DATE:

DRAINAGE BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd avenue
9/11/2023
Ludwig Engineering, Assoc., Inc.
14132-1

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 -$ Reinforced Concrete Box (3'x5') 90 400.00$ L.F. 36,000$ Reinforced Concrete Triple Box (2'x4') 163 1,000.00$ L.F. 163,000$ Reinforced Concrete Box (3'x6') 90 500.00$ L.F. 45,000$ Headwalls (to nearest 1/2 C.Y. 500.00$ C.Y. -$
Concrete Slope Anchor 500.00$ EA -$
Headwall - CalTrans D86A 6 500.00$ C.Y. 3,000$
Headwall - CalTrans D86B 14 500.00$ C.Y. 7,000$
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. -$ -$
-$
254,000$
BASINS
Catch Basin W = 4', V=7' 3,500.00$ EA -$
Catch Basin W = 7', V=7' 2 5,500.00$ EA 11,000$
Catch Basin W = 10', V=7' 1 10,000.00$ EA 10,000$ Catch Basin W = 14', V=7' 4 15,000.00$ EA 60,000$ Catch Basin W = 21', V=7' 6 18,000.00$ EA 108,000$ Lot "A" - CUT 6,000 15.00$ CY 90,000$
Lot "A" - FILL 300 20 CY 6,000$
285,000$

Sub Total Inlets/Outlets:

Sub Total Basins:
9/11/2023

Page 6 of 17 ends

PROJECT NO:

LOCATION:

DATE:

DRAINAGE BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd avenue
9/11/2023
Ludwig Engineering, Assoc., Inc.
14132-1

CROSSINGS
Standard Wash Crossing, per Std D-01A 4,000.00$ EA -$ Channel Crossing for Exist. Rural
Residential, per Standard D-01B 6,000.00$ EA -$
-$
-$
-$

DRYWELLS
Drywell System, per Standard D-06 2 25,000.00$ EA 50,000$ Drywell & Interceptor, per Standard D-07 30,000.00$ EA -$ -$
-$
50,000$
DRAINS
Curb Drain 1,500.00$ EA -$
Under sidewalk Drain 2,500.00$ EA -$
Parkway Drain per APWA 151-1 Type 2 3,500.00$ EA -$ Parkway Culvert 47.50$ L.F. -$
Rail top Culvert: S= 300.00$ L.F. -$
Drain Pipe & Riser 1 1,500.00$ EA 1,500$
-$
1,500$

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 437 15.00$ L.F. 6,555$
Perimeter Wrought Iron Fence 571 6.00$ L.F. 3,426$ Wrought Iron Gates - 5' Pedestrian L.S. -$
Wrought Iron Gates - 20' 1 3,000.00$ L.S. 3,000$
Pump EA -$
Water Valve EA -$
Slope Protection 0.45$ S.F. -$
Rip Rap 11.00$ C.Y. -$
Grouted Rip Rap 150.00$ C.Y. -$
1100 SF - 1/4 ton rip-rap (30" deep) 102 150.00$ C.Y. 15,300$ Cable Railing - CalTrans Std b11-47 50 75.00$ LF 3,750$ Landscaping 4,278 1.50$ SF 6,417$
38,448$
Sub Total Drains:

Sub Total Drywells:

Sub Total Crossings:

Sub Total Miscellaneous:
9/11/2023

Page 7 of 17 ends

PROJECT NO:

LOCATION:

DATE:

DRAINAGE BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd avenue
9/11/2023
Ludwig Engineering, Assoc., Inc.
14132-1

CHANNEL SYSTEM
Concrete Slope, 6" Thick C.Y. -$
Reinforcing Steel L.F. -$
-$
-$
-$
-$
MS4 PERMIT COMPLIANCE
NPDES/SWPPP 3,000.00$ LS -$
-$
-$
-$
-$
824,341$
82,434$
906,775$
$30,203.24
$2,500.00
$8,000.00
$19,703.24
10% Contingencies
Sub Total Channel System:

Sub-Total Drainage:

Sub Total MS4 Permit Compliance:

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.

TOTAL DRAINAGE COST:
9/11/2023

Page 8 of 17 ends

PROJECT NO:

LOCATION:

DATE:

SEWER BY:

Item Description Quantity Unit Cost Unit Cost
PIPES
4" PVC/VCP Lateral per Standard SS-03 2,850 60.00$ L.F. 171,000$ 6" PVC/VCP Lateral Per Standard SS-03 65.00$ L.F. -$ -$
8" PVC/VCP Sewer Main 4,855 75.00$ L.F. 364,125$
10" PVC/VCP Sewer Main 80.00$ L.F. -$
12" PVC/VCP Sewer Main 85.00$ 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" PVC/VCP 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. -$
8" PVC (3rd Avenue) 40 75.00$ 3,000$
Cast Iron Pipe 8.25$ L.F. -$
-$
-$
538,125$

MANHOLES
48" Diameter Manhole per Standard SS-01 14 2,500.00$ EA 35,000$ 60" Diameter Manhole per Standard SS-01 9 7,500.00$ EA 67,500$ 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
Standard SS-07A 8,000.00$ EA -$
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
Saddles, etc.) C.Y. -$
Remove 4' Manhole (3rd Ave) 1 1,500.00$ EA 1,500$ 48" Diameter Manhole (3rd Ave) 2,500.00$ -$
104,000$
Sub Total Pipes:

Sub Total Manholes:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering, Assoc., Inc.
14132-1
9/11/2023

Page 9 of 17 ends

PROJECT NO:

LOCATION:

DATE:

SEWER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering, Assoc., Inc.
14132-1

SADDLES/REPAIR
Sewer Saddle per Standard SS-09 250.00$ EA -$
Sewer Clean Out per Standard SS-04 80 600.00$ EA 48,000$ Saddle Connection 1,000.00$ EA -$
Adjust Cleanout To Grade 200.00$ EA -$
Trench Repair 3.50$ S.F. -$
-$
-$
48,000$

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. -$
-$
-$
-$
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. -$
-$
-$
-$
-$

BEDDING
Pipe Bedding, Less than 18" 2.50$ L.F. -$
Pipe Bedding, Greater than 18" 5.00$ L.F. -$
Unstable Bedding 7.00$ L.F. -$
-$
Sub Total Saddles/Repair:

Sub Total Special Construction:

Sub Total Casing:
9/11/2023

Page 10 of 17 ends

PROJECT NO:

LOCATION:

DATE:

SEWER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering, Assoc., Inc.
14132-1

BEDDING CONT'D
-$
-$

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 23 350.00$ EA 8,050$
Tees & Wyes 90.00$ EA -$
TV Inspections 1.75$ L.F. -$
Traffic Control LS -$
-$
-$
-$
8,050$
698,175$
69,818$
767,993$
26,039.78$
2,500.00$
8,000.00$
15,539.78$
TOTAL SEWER COST:
10% Contingency:

Sub Total Bedding:

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.

Sub Total Miscellaneous:

Sub-Total Sewer:
9/11/2023

Page 11 of 17 ends

PROJECT NO:

LOCATION:

DATE:

WATER BY:

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 4,875 55.00$ L.F. 268,125.00$ 10" PVC C-900, Class 305 62.00$ L.F. -$
12" PVC C-900, Class 305 1,843 68.00$ L.F. 125,324.00$ 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. -$ 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. -$ 24" CMLC Pipe, 0.25" Min. Steel Wall Thickness 289.00$ L.F. -$ 8" DIP Waterline 140 112.50$ L.F. 15,750.00$
12" DIP Waterline 26 150.00$ L.F. 3,900.00$
413,099.00$

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 -$

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering & Assoc., Inc.
14132-1
Sub Total Mainline:
9/11/2023

Page 12 of 17 ends

PROJECT NO:

LOCATION:

DATE:

WATER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering & Assoc., Inc.
14132-1

HOT TAP CONT'D
-$
-$
-$

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 80 2,031.00$ EA 162,480.00$ 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 3,234.00$ EA -$ 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 -$
-$
-$
-$
162,480.00$
Sub Total Hot Tap:

Sub Total Meters & Service Lines:
9/11/2023

Page 13 of 17 ends

PROJECT NO:

LOCATION:

DATE:

WATER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering & Assoc., Inc.
14132-1
VALVES
4" Gate Valve 700.00$ EA -$
6" Gate Valve 1,000.00$ EA -$
8" Gate Valve 32 1,350.00$ EA 43,200.00$
12" Gate Valve 2,200.00$ EA -$
-$
12" Butterfly Valve 4 2,200.00$ EA 8,800.00$
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 2 3,000.00$ EA 6,000.00$
2" Air Vacuum Valve 5,000.00$ EA -$
-$
-$
58,000.00$

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 -$
6" Reduced Pressure Backflow Device EA -$
8" Reduced Pressure Backflow Device EA -$
-$
-$
Backlow Test (RP) 65.00$ EA -$
-$
-$
-$

FIRE SERVICE
RPDCA, Reduced Pressure Bacflow Device for Fire
Services 25,000.00$ EA -$
Standard Fire Hydrant, High-Pressure Dry Barrel
w/Traffic Break Away, Mueller or American Flow
Control, Model Super Centurion, American Darling or
Waterous 21
4,750.00$ EA 99,750.00$
-$
Sub Total Valves:

Sub Total Backflows:
9/11/2023

Page 14 of 17 ends

PROJECT NO:

LOCATION:

DATE:

WATER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering & Assoc., Inc.
14132-1
FIRE SERVICE (cont'd)
-$
-$
99,750.00$

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. -$
Misc. fittings (8" and 12" Cross, Tees & Bends) 14 400.00$ 5,600.00$ -$
-$
5,600.00$
738,929.00$
73,892.90$
812,821.90$
27,384.66$
2,500.00$
8,000.00$
16,884.66$
10% Contingency:

Sub Total Miscellaneous:

Sub-Total Water:

Sub Total Fire Service:
$0-$50,000 is 5% of Cost Est.
$50,001-$250,000 is 4% of Cost Est.
$250,001 + is 3% of Cost Est.

TOTAL WATER COST:

PLAN & PERMIT FEE CALCULATION FORMULA
9/11/2023

Page 15 of 17 ends

PROJECT NO:

LOCATION:

DATE:

MONUMENTATION BY:
80 14132-1
No.of Lots Subdivision No.

Prepared By
P.L.S. 9745 3/31/2025
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
Boundary Corners 29 $40.00 EA 1,160.00$
1" Iron Pipe or Nail w/Brass Tag for setting in Face
or Top of Wall for Rear Lot Corners 60 $40.00 EA 2,400.00$ Nail for setting at Top of Curb on prolongation of
Side Lot Lines 124 $40.00 EA 4,960.00$
-$
-$
8,520.00$
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,
& PRC's
24 $100.00 EA 2,400.00$
-$
-$
2,400.00$
10,920.00$
1,092.00$
12,012.00$
Sub Total Intersections/Centerlines/BCR's/ECR's:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
9/11/2023
Ludwig Engineering & Assoc., Inc.
14132-1
Jeff Ashbaker
Sub Total Property Boundaries:
10% Contingencies:

Sub-Total Monumentation:

TOTAL
MONUMENTATION COST:
9/11/2023

Page 16 of 17 ends

-$
FALSE
-$
-$
101 LOTS - 200 LOTS @ $240.00 + $1.60/LOT
201 LOTS PLUS @ $400.00 + $1.00/LOT

INSPECTION & PERMIT FEE CALCULATION FORMULA
1 LOTS -100 LOTS @ $240.00
9/11/2023

Page 17 of 17 ends

City of Victorville, Public Works Department, Public Works, Engineering, Water ENGINEER'S COST ESTIMATE FOR 14132-2

ON-SITE PUBLIC IMPROVEMENTS ONLY
1 -$
-$
-$ 0
-$ -$
-$ -$
1 464,578.40$ -$
464,578.40$
232,289.20$
16,937.35$
16,937.35$
1 -$
-$
-$ 91606 12/31/2024
-$ R.C.E. # Exp. Date
-$
1 -$
-$
-$
-$
-$
1 545,490.00$
545,490.00$
272,745.00$
19,364.70$
19,364.70$
1 1,198,464.09$
1,198,464.09$
599,232.04$
38,953.92$
38,953.92$
1 7,414.00$
7,414.00$
-$
Faithful Performance Security Amount*:

SEWER PLAN CHECKING FEE:

SEWER CONST. PERMIT & INSPECTION FEE:

Labor & Material Security Amount*:

TOTAL SEWER COST EST.

TOTAL RECLAIM WATER COST EST.

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

DRAINAGE CONST. PERMIT & INSPECTION FEE:

REC. WATER PLAN CHECKING FEE:

DRAINAGE PLAN CHECKING FEE:

REC. WTR CONST. PERMIT & INSPECTION FEE:

TOTAL DRAINAGE COST EST.

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

WATER CONST. PERMIT & INSPECTION FEE:

TRAFFIC SIGNAL PLAN CHECKING FEE:

TRAFFIC SIGNAL CONST. PERMIT & INSP. FEE:

TOTAL WATER COST EST.

WATER PLAN CHECKING FEE:

STREET PLAN CHECKING FEE:

TOTAL MONUMENTATION COST EST.

TOTAL TRAFFIC SIGNAL EST.

Faithful Performance Security Amount*:

MONUMENTATION INSPECTION FEE:

TOTAL CONSTRUCTION PERMIT
75,255.97$

TOTAL LINEAR FOOTAGE
0 LF-100 LF = $78.00 Min
TOTAL PLAN CHECKING FEE**
101 LF-200 LF = $78.00 + $0.24/LF
201 LF + = $102.00 + $0.16/LF
Faithful Performance Security Amount*:

STREET CONST. PERMIT & INSPECTION FEE:

Engineer's Stamp

PLACE ENG/WTR CASE LABEL HERE
2/7/2024
1 of 13
PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

PAVEMENT
3" Asphalt Concrete 129,523 $1.31 S.F. 169,998.94$

3.5" Asphalt Concrete $1.53 S.F. -$
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 3,198 $30.00 CY 95,940.00$
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 $60.00 C.Y -$
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 II $0.75 S.F. -$
-$
-$
-$
-$
265,938.94$

CURB & GUTTER
6" Curg & Gutter,
per City Standard S-09 6,178 $20.00 L.F. 123,560.00$
8" Curb & Gutter,
per City Standard S-09 $25.00 L.F. -$
Cross Gutter, per City Standard S-05 $5.50 S.F. -$
Cross Gutter with Spandrels 1,371 $8.74 S.F. 11,982.54$ P.C.C. Alley Gutter $10.25 L.F. -$
6" to 8" Curb Transition $15.00 EA. -$
Local Depression $975.00 EA -$
Longitudinal Cross Gutter (Lomita PL.) 265 $5.00 S.F. 1,325.00$ -$
136,867.54$
P.C. CONCRETE
4" Thick Residential Sidewalk (6' wide) 38,693 $7.50 S.F. 290,197.50$ 4" Thick Commercial Sidewalk (10' wide) $7.50 S.F. -$
6" Thick Residential Drive Approach,
per City Standard S-02 (12' wide) $6.13 S.F. -$
Sub Total Pavement:

Sub Total Curb & Gutter:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
14132-2
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc
2/7/2024
2 of 13
PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
14132-2
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc
P.C. CONCRETE CONT'D
6" Thick Residential Drive Approach,
per City Standard S-02 (18' wide) 22,968 $6.13 S.F. 140,793.84$ 6" Thick Residential Drive Approach for
Knuckles & Cul-de-Sacs,
per City Standard S-02A (24' wide)
$6.13 S.F. -$
6" Thick Residential Drive Approach,
per City Standard S-02 (24' wide) $6.13 S.F. -$
8" Thick Commercial Drive Approach, Type
1, per City Standard S-03 $12.50 S.F. -$
8" Thick Commercial Drive Approach, Type
2, per City Standard S-03 $12.50 S.F. -$
8" Thick Commercial Drive Approach, Type
3, per City Standard S-03 $12.50 S.F. -$
Curb Ramp per City Standard S-11A 6 $5,000.00 EA 30,000.00$ P.C.C. Alley Intersection $9.50 S.F. -$
Reinforced Concrete $575.00 C.Y. -$
-$
-$
-$
-$
460,991.34$

MISCELLANEOUS UTILITIES
Dry Utility Trenching L.F. -$
-$
-$
-$
UNDERGROUNDING EXIST. UTILITIES
Relocate Power Poles $30,000.00 EA -$
Remove Power Poles EA -$
-$
-$
-$
-$

MISCELLANEOUS
Earthwork Cut $18.00 C.Y. -$
Earthwork Fill $25.00 C.Y. -$
Trenching $3.50 L.F. -$
Backfill $3.50 L.F. -$
Crushed A.B. under Sidewalk 38,693 $5.00 SF 193,465.00$ Adjust Manhole to Grade $250.00 EA -$
Saw Cut $0.75 L.F. -$
Truncated Dome Panels per APWA
Standard 111-3 6 $600.00 EA 3,600.00$
Sub Total P.C. Concrete:

Sub Total Miscellaneous Utilities
Sub Total Undergrounding of Existing Utilities
2/7/2024
3 of 13
PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
14132-2
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc
Tree Removal $665.00 EA -$

MISCELLANEOUS CONT'D
Tree Wells & Covers $85.00 EA -$
Hand Railings $45.00 LF -$
Street Lighting 11 $2,500.00 AC 27,500.00$
-$
-$
-$
-$
224,565.00$

TRAFFIC CONTROL
Striping Removals $2.00 L.F. -$
2" to 4" wide Pavement Striping $2.00 L.F. -$
4" wide Pavement Striping $1.00 L.F. -$
8" wide Pavement Striping $2.00 L.F. -$
12" wide Pavement Striping $3.00 L.F. -$
Pavement Markings $250.00 EA -$
Traffic Signs $275.00 EA -$
Street Name Signs 3 $383.33 EA 1,149.99$
Sign Removals $175.00 EA -$
Replace Vehicle Detector Loops $400.00 EA -$
Guard Rail/Barricade $48.00 L.F. -$
Guide Markers $18.00 EA -$
Remove Temporary Turnaround $710.00 EA -$
Construct Temporary Turnaround $1,400.00 EA -$
Traffic Control Plans L.S. -$
-$
-$
-$
-$
1,149.99$
1,089,512.81$
108,951.28$
1,198,464.09$
38,953.92$
2,500.00$
8,000.00$
28,453.92$
$50,001-$250,000 is 4% of Cost Est.
$250,001 + is 3% of Cost Est.

TOTAL STREET COST:

Sub Total Miscellaneous:

PLAN & PERMIT FEE CALCULATION FORMULA
10% Contingency:
$0-$50,000 is 5% of Cost Est.

Sub-Total Streets:

Sub Total Traffic Control:
2/7/2024
4 of 13
PROJECT NO:

LOCATION:

DATE:

SEWER BY:

Item Description Quantity Unit Cost Unit Cost
PIPES
4" PVC/VCP Lateral per Standard SS-03 2,645 60.00$ L.F. 158, 700$ 6" PVC/VCP Lateral Per Standard SS-03 65.00$ L.F. -$
-$
8" PVC/VCP Sewer Main 3,172 75.00$ L.F. 237, 900$
10" PVC/VCP Sewer Main 80.00$ L.F. -$
12" PVC/VCP Sewer Main 85.00$ 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" PVC/VCP 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. -$
8" PVC (3rd Avenue) 75.00$ -$
Cast Iron Pipe 8.25$ L.F. -$
-$
-$
396,600$

MANHOLES
48" Diameter Manhole per Standard SS-01 9 2,500.00$ EA 22,500$ 60" Diameter Manhole per Standard SS-01 2 7,500.00$ EA 15,000$ 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
Standard SS-07A 8,000.00$ EA -$
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
Saddles, etc.) C.Y. -$
Remove 4' Manhole (3rd Ave) 1,500.00$ EA -$ 48" Diameter Manhole (3rd Ave) 2,500.00$ -$ 37,500$
Sub Total Pipes:

Sub Total Manholes:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering, Assoc., Inc.
14132-2
2/7/2024
5 of 13
PROJECT NO:

LOCATION:

DATE:

SEWER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering, Assoc., Inc.
14132-2

SADDLES/REPAIR
Sewer Saddle per Standard SS-09 250.00$ EA -$
Sewer Clean Out per Standard SS-04 89 600.00$ EA 53,400$ Saddle Connection 1,000.00$ EA -$
Adjust Cleanout To Grade 200.00$ EA -$
Trench Repair 3.50$ S.F. -$
-$
-$
53,400$

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. -$ -$
-$
-$
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. -$
-$
-$
-$
-$

BEDDING
Pipe Bedding, Less than 18" 2.50$ L.F. -$
Pipe Bedding, Greater than 18" 5.00$ L.F. -$
Unstable Bedding 7.00$ L.F. -$
-$
Sub Total Saddles/Repair:

Sub Total Special Construction:

Sub Total Casing:
2/7/2024
6 of 13
PROJECT NO:

LOCATION:

DATE:

SEWER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering, Assoc., Inc.
14132-2

BEDDING CONT'D
-$
-$

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 24 350.00$ EA 8,400$
Tees & Wyes 90.00$ EA -$
TV Inspections 1.75$ L.F. -$
Traffic Control LS -$
-$
-$
-$
8,400$
495,900$
49,590$
545,490$
19,364.70$
2,500.00$
8,000.00$
8,864.70$
TOTAL SEWER COST:
10% Contingency:

Sub Total Bedding:

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.

Sub Total Miscellaneous:

Sub-Total Sewer:
2/7/2024
7 of 13
PROJECT NO:

LOCATION:

DATE:

WATER BY:

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 3,367 55.00$ L.F. 185, 185.00$ 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. -$ -$
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. -$ 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. -$ 24" CMLC Pipe, 0.25" Min. Steel Wall Thickness 289.00$ L.F. -$ 8" DIP Waterline 112.50$ L.F. -$
-$
185,185.00$

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 -$

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc.
14132-2
Sub Total Mainline:
2/7/2024
8 of 13
PROJECT NO:

LOCATION:

DATE:

WATER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc.
14132-2

HOT TAP CONT'D
-$
-$
-$

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 89 2,031.00$ EA 180,759. 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 3,234.00$ EA -$ 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 -$ -$
-$
-$
180,759.00$
Sub Total Hot Tap:

Sub Total Meters & Service Lines:
2/7/2024
9 of 13
PROJECT NO:

LOCATION:

DATE:

WATER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc.
14132-2
VALVES
4" Gate Valve 700.00$ EA -$
6" Gate Valve 1,000.00$ EA -$
8" Gate Valve 7 1,350.00$ EA 9,450. 00$ 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 -$
-$
-$
12,450.00$

Sub Total Backflows:
2/7/2024
10 of 13
PROJECT NO:

LOCATION:

DATE:

WATER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc.
14132-2
FIRE SERVICE (cont'd)
-$
-$
42,750.00$

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. -$
Misc. fittings (8" and 12" Cross, Tees & Bends) 3 400.00$ 1,200. 00$ -$
-$
1,200.00$
422,344.00$
42,234.40$
464,578.40$
16,937.35$
2,500.00$
8,000.00$
6,437.35$
10% Contingency:

Sub Total Miscellaneous:

Sub-Total Water:

Sub Total Fire Service:
$0-$50,000 is 5% of Cost Est.
$50,001-$250,000 is 4% of Cost Est.
$250,001 + is 3% of Cost Est.

TOTAL WATER COST:

PLAN & PERMIT FEE CALCULATION FORMULA
2/7/2024
11 of 13
PROJECT NO:

LOCATION:

DATE:

MONUMENTATION BY:

No.of Lot
s Subdivision No.

Prepar
ed By
L.S. Number Expir
ation Date
Engineer's Stamp
Item Description Quantity Unit Cost Unit Cost

PROPERTY BOUNDARIES
2" Iron Pipe or Lead w/Brass Tag for setting Tract
Boundary Corners 5 $40.00 EA 200.00$
1" Iron Pipe or Nail w/Brass Tag for setting in Face
or Top of Wall for Rear Lot Corners 67 $40.00 EA 2,680.00$ Nail for setting at Top of Curb on prolongation of
Side Lot Lines 89 $40.00 EA 3,560.00$
-$
-$
6,440.00$
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,
& PRC's
3 $100.00 EA 300.00$
-$
-$
300.00$
6,740.00$
674.00$
7,414.00$
Sub Total Intersections/Centerlines/BCR's/ECR's:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc.
14132-2
Sub Total Property Boundaries:
10% Contingencies:

Sub-Total Monumentation:

TOTAL
MONUMENTATION COST:
88 14132-2
9745 03/31/2025

JEFFREY MARTIN ASHBAKER
2/7/2024
12 of 13
-$
-$
-$
-$
101 LOTS - 200 LOTS @ $240.00 + $1.60/LOT
201 LOTS PLUS @ $400.00 + $1.00/LOT

INSPECTION & PERMIT FEE CALCULATION FORMULA
1 LOTS -100 LOTS @ $240.00
2/7/2024
13 of 13
City of Victorville, Public Works Department, Public Works, Engineering, Water ENGINEER'S COST ESTIMATE FOR 14132-3 ON-SITE PUBLIC IMPROVEMENTS ONLY 1 -$
-$
-$ 0
-$ -$
-$ -$
1 350,545.25$ -$
350,545.25$
175,272.63$
13,516.36$
13,516.36$
1 -$
-$
-$ 91606 12/31/2024
-$ R.C.E. # Exp. Date
-$
1 -$
-$
-$
-$
-$
1 386,298.00$
386,298.00$
193,149.00$
14,588.94$
14,588.94$
1 518,459.85$
518,459.85$
259,229.92$
18,553.80$
18,553.80$
1 6,270.00$
6,270.00$
-$
** There may be additional fees that pertain to your project. Please see the Engineering Schedule of Fees and Charges for Services for a complete list of fees required for your project.

MONUMENTATION INSPECTION FEE:

TOTAL CONSTRUCTION PERMIT
46,659.09$

TOTAL LINEAR FOOTAGE
0 LF-100 LF = $78.00 Min
TOTAL PLAN CHECKING FEE**
101 LF-200 LF = $78.00 + $0.24/LF
201 LF + = $102.00 + $0.16/LF
Faithful Performance Security Amount*:

STREET CONST. PERMIT & INSPECTION FEE:

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

WATER CONST. PERMIT & INSPECTION FEE:

TRAFFIC SIGNAL PLAN CHECKING FEE:

TRAFFIC SIGNAL CONST. PERMIT & INSP. FEE:

TOTAL WATER COST EST.

WATER PLAN CHECKING FEE:

STREET PLAN CHECKING FEE:

TOTAL MONUMENTATION COST EST.

TOTAL TRAFFIC SIGNAL EST.

Faithful Performance Security Amount*:

DRY UTILITY TRENCHING
INSPECTION FEE: $ -
TOTAL STREET COST EST.

Faithful Performance Security Amount*:

SEWER PLAN CHECKING FEE:

SEWER CONST. PERMIT & INSPECTION FEE:

Labor & Material Security Amount*:

TOTAL SEWER COST EST.

TOTAL RECLAIM WATER COST EST.

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

DRAINAGE CONST. PERMIT & INSPECTION FEE:

REC. WATER PLAN CHECKING FEE:

DRAINAGE PLAN CHECKING FEE:

REC. WTR CONST. PERMIT & INSPECTION FEE:

TOTAL DRAINAGE COST EST.

Faithful Performance Security Amount*:

Labor & Material Security Amount*:

Engineer's Stamp

PLACE ENG/WTR CASE LABEL HERE
2/7/2024
1 of 13
PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

PAVEMENT
3" Asphalt Concrete 51,294 $1.31 S.F. 67,323.38$

3.5" Asphalt Concrete $1.53 S.F. -$
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 1,267 $30.00 CY 38,010.00$
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 $60.00 C.Y -$
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 II $0.75 S.F. -$
-$
-$
-$
-$
105,333.38$

CURB & GUTTER
6" Curg & Gutter,
per City Standard S-09 2,446 $20.00 L.F. 48,920.00$
8" Curb & Gutter,
per City Standard S-09 $25.00 L.F. -$
Cross Gutter, per City Standard S-05 $5.50 S.F. -$
Cross Gutter with Spandrels 550 $8.74 S.F. 4,807.00$
P.C.C. Alley Gutter $10.25 L.F. -$
6" to 8" Curb Transition 2 $15.00 EA. 30.00$
Local Depression $975.00 EA -$
-$
-$
53,757.00$
P.C. CONCRETE
4" Thick Residential Sidewalk (6' wide) 14,262 $7.50 S.F. 106,965.00$ 4" Thick Commercial Sidewalk (10' wide) $7.50 S.F. -$
6" Thick Residential Drive Approach,
per City Standard S-02 (12' wide) $6.13 S.F. -$

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
14132-3
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc
Sub Total Pavement:

Sub Total Curb & Gutter:
2/7/2024
2 of 13
PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
14132-3
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc
P.C. CONCRETE CONT'D
6" Thick Residential Drive Approach,
per City Standard S-02 (18' wide) 18,270 $6.13 S.F. 111,995.10$ 6" Thick Residential Drive Approach for
Knuckles & Cul-de-Sacs,
per City Standard S-02A (24' wide)
$6.13 S.F. -$
6" Thick Residential Drive Approach,
per City Standard S-02 (24' wide) $6.13 S.F. -$
8" Thick Commercial Drive Approach, Type
1, per City Standard S-03 $12.50 S.F. -$
8" Thick Commercial Drive Approach, Type
2, per City Standard S-03 $12.50 S.F. -$
8" Thick Commercial Drive Approach, Type
3, per City Standard S-03 $12.50 S.F. -$
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 $575.00 C.Y. -$
-$
-$
-$
-$
228,960.10$

MISCELLANEOUS UTILITIES
Dry Utility Trenching L.F. -$
-$
-$
-$
UNDERGROUNDING EXIST. UTILITIES
Relocate Power Poles $30,000.00 EA -$
Remove Power Poles EA -$
-$
-$
-$
-$

MISCELLANEOUS
Earthwork Cut $18.00 C.Y. -$
Earthwork Fill $25.00 C.Y. -$
Trenching $3.50 L.F. -$
Backfill $3.50 L.F. -$
Crushed A.B. under Sidewalk 14,262 $5.00 SF 71,310.00$
Adjust Manhole to Grade $250.00 EA -$
Saw Cut $0.75 L.F. -$
Truncated Dome Panels per APWA
Standard 111-3 2 $600.00 EA 1,200.00$
Sub Total P.C. Concrete:

Sub Total Miscellaneous Utilities
Sub Total Undergrounding of Existing Utilities
2/7/2024
3 of 13
PROJECT NO:

LOCATION:

DATE:

STREETS BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
14132-3
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc
Tree Removal $665.00 EA -$

MISCELLANEOUS CONT'D
Tree Wells & Covers $85.00 EA -$
Hand Railings $45.00 LF -$
Street Lighting 4 $2,500.00 AC 10,000.00$
-$
-$
-$
-$
82,510.00$

TRAFFIC CONTROL
Striping Removals $2.00 L.F. -$
2" to 4" wide Pavement Striping $2.00 L.F. -$
4" wide Pavement Striping $1.00 L.F. -$
8" wide Pavement Striping $2.00 L.F. -$
12" wide Pavement Striping $3.00 L.F. -$
Pavement Markings $250.00 EA -$
Traffic Signs $275.00 EA -$
Street Name Signs 2 $383.33 EA 766.66$
Sign Removals $175.00 EA -$
Replace Vehicle Detector Loops $400.00 EA -$
Guard Rail/Barricade $48.00 L.F. -$
Guide Markers $18.00 EA -$
Remove Temporary Turnaround $710.00 EA -$
Construct Temporary Turnaround $1,400.00 EA -$
Traffic Control Plans L.S. -$
-$
-$
-$
-$
766.66$
471,327.14$
47,132.71$
518,459.85$
18,553.80$
2,500.00$
8,000.00$
8,053.80$
$50,001-$250,000 is 4% of Cost Est.
$250,001 + is 3% of Cost Est.

TOTAL STREET COST:

Sub Total Miscellaneous:

PLAN & PERMIT FEE CALCULATION FORMULA
10% Contingency:
$0-$50,000 is 5% of Cost Est.

Sub-Total Streets:

Sub Total Traffic Control:
2/7/2024
4 of 13
PROJECT NO:

LOCATION:

DATE:

SEWER BY:

Item Description Quantity Unit Cost Unit Cost
PIPES
4" PVC/VCP Lateral per Standard SS-03 1,218 60.00$ L.F. 73, 080$ 6" PVC/VCP Lateral Per Standard SS-03 65.00$ L.F. -$
-$
8" PVC/VCP Sewer Main 2,856 75.00$ L.F. 214, 200$
10" PVC/VCP Sewer Main 80.00$ L.F. -$
12" PVC/VCP Sewer Main 85.00$ 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" PVC/VCP 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. -$
8" PVC (3rd Avenue) 75.00$ -$
Cast Iron Pipe 8.25$ L.F. -$
-$
-$
287,280$

MANHOLES
48" Diameter Manhole per Standard SS-01 11 2,500.00$ EA 27,500$ 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
Standard SS-07A 8,000.00$ EA -$
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
Saddles, etc.) C.Y. -$
Remove 4' Manhole (3rd Ave) 1,500.00$ EA -$ 48" Diameter Manhole (3rd Ave) 2,500.00$ -$ 27,500$

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering, Assoc., Inc.
14132-3
Sub Total Pipes:

Sub Total Manholes:
2/7/2024
5 of 13
PROJECT NO:

LOCATION:

DATE:

SEWER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering, Assoc., Inc.
14132-3

SADDLES/REPAIR
Sewer Saddle per Standard SS-09 250.00$ EA -$
Sewer Clean Out per Standard SS-04 56 600.00$ EA 33,600$ Saddle Connection 1,000.00$ EA -$
Adjust Cleanout To Grade 200.00$ EA -$
Trench Repair 3.50$ S.F. -$
-$
-$
33,600$

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. -$ -$
-$
-$
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. -$
-$
-$
-$
-$

BEDDING
Pipe Bedding, Less than 18" 2.50$ L.F. -$
Pipe Bedding, Greater than 18" 5.00$ L.F. -$
Unstable Bedding 7.00$ L.F. -$
-$
Sub Total Saddles/Repair:

Sub Total Special Construction:

Sub Total Casing:
2/7/2024
6 of 13
PROJECT NO:

LOCATION:

DATE:

SEWER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering, Assoc., Inc.
14132-3

BEDDING CONT'D
-$
-$

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 8 350.00$ EA 2,800$
Tees & Wyes 90.00$ EA -$
TV Inspections 1.75$ L.F. -$
Traffic Control LS -$
-$
-$
-$
2,800$
351,180$
35,118$
386,298$
14,588.94$
2,500.00$
8,000.00$
4,088.94$

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.

Sub Total Miscellaneous:

Sub-Total Sewer:

TOTAL SEWER COST:
10% Contingency:

Sub Total Bedding:
2/7/2024
7 of 13
PROJECT NO:

LOCATION:

DATE:

WATER BY:

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 2,537 55.00$ L.F. 139, 535.00$ 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. -$ -$
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. -$ 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. -$ 24" CMLC Pipe, 0.25" Min. Steel Wall Thickness 289.00$ L.F. -$ 8" DIP Waterline 23 112.50$ L.F. 2, 587.50$
-$
142,122.50$

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 -$
Sub Total Mainline:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc.
14132-3
2/7/2024
8 of 13
PROJECT NO:

LOCATION:

DATE:

WATER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc.
14132-3

HOT TAP CONT'D
-$
-$
-$

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 55 2,031.00$ EA 111,705. 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 3,234.00$ EA -$ 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 -$ -$
-$
-$
111,705.00$
Sub Total Hot Tap:

Sub Total Meters & Service Lines:
2/7/2024
9 of 13
PROJECT NO:

LOCATION:

DATE:

WATER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc.
14132-3
VALVES
4" Gate Valve 700.00$ EA -$
6" Gate Valve 1,000.00$ EA -$
8" Gate Valve 12 1,350.00$ EA 16,200. 00$ 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 2 3,000.00$ EA 6,000. 00$ 2" Air Vacuum Valve 5,000.00$ EA -$
-$
-$
22,200.00$

Sub Total Backflows:
2/7/2024
10 of 13
PROJECT NO:

LOCATION:

DATE:

WATER BY:

Item Description Quantity Unit Cost Unit Cost

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc.
14132-3
FIRE SERVICE (cont'd)
-$
-$
33,250.00$

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 1 5,000.00$ EA 5,000. 00$
Traffic Control L.S. -$
Misc. fittings (8" and 12" Cross, Tees & Bends) 11 400.00$ 4,400. 00$ -$
-$
9,400.00$
318,677.50$
31,867.75$
350,545.25$
13,516.36$
2,500.00$
8,000.00$
3,016.36$
$0-$50,000 is 5% of Cost Est.
$50,001-$250,000 is 4% of Cost Est.
$250,001 + is 3% of Cost Est.

TOTAL WATER COST:

PLAN & PERMIT FEE CALCULATION FORMULA
10% Contingency:

Sub Total Miscellaneous:

Sub-Total Water:

Sub Total Fire Service:
2/7/2024
11 of 13
PROJECT NO:

LOCATION:

DATE:

MONUMENTATION BY:

No.of
Lots Subdivision No.

Prep
ared By
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
Boundary Corners 1 $40.00 EA 40.00$
1" Iron Pipe or Nail w/Brass Tag for setting in Face
or Top of Wall for Rear Lot Corners 58 $40.00 EA 2,320.00$ Nail for setting at Top of Curb on prolongation of
Side Lot Lines 76 $40.00 EA 3,040.00$
-$
-$
5,400.00$
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,
& PRC's
3 $100.00 EA 300.00$
-$
-$
300.00$
5,700.00$
570.00$
6,270.00$
10% Contingencies:

Sub-Total Monumentation:

TOTAL
MONUMENTATION COST:

Sub Total Intersections/Centerlines/BCR's/ECR's:

ENGINEERING DIVISION, PUBLIC WORKS DEPARTMENT

ENGINEER'S COST ESTIMATE
Ottawa Street & 3rd Avenue
2/05/2024
Ludwig Engineering & Assoc., Inc.
14132-3
Sub Total Property Boundaries:
70 14132-3

JEFFREY MARTIN ASHBAKER
9745 03/31/2025
2/7/2024
12 of 13
-$
-$
-$
-$ 201 LOTS PLUS @ $400.00 + $1.00/LOT

INSPECTION & PERMIT FEE CALCULATION FORMULA
1 LOTS -100 LOTS @ $240.00
101 LOTS - 200 LOTS @ $240.00 + $1.60/LOT
2/7/2024
13 of 13

LANDSCAPE MANAGEMENT ASSESSMENT DISTRICT

BOND FORMAT
Developer:

Tract: 14132-1 Linear Footage 1,799 Square Footage 20,398 Streets:

Prepared by: Date:

ITEM DESCRIPTION TOTALS
1 Irrigation Materials ($6.00 s/f) 122,388.00$
2 Plant Materials ($4.25 s/f) 86,691.50$
3 Finish Grading ($0.50 s/f) 10,199.00$
4 Soil Preparation ($1.50 s/f) 30,597.00$
5 Standard S-09 Curbing ($26.25 l/f) 47,223.75$
6 Drains (1 in 100' - 150' @ $400.00 each) 7,196.00$
6 LMAD Block Walls ($50/lf) 3,716 185,800.00$
Subtotal 490,095.25$
20% Plan Preparation fee 98,019.05$
Contingency fee of 10% 58,811.43$
Grand total 646,925.73$
Faithful Performance (100%) 646,925.73$
Labor & Materials (50%) 323,462.87$
Richmond American Homes
Ottawa Street and 3rd Street
14-Feb-24Ludwig Engineering Assoc., Inc.

Page 1 ends

LANDSCAPE MANAGEMENT ASSESSMENT DISTRICT

BOND FORMAT
Developer:

Tract: 14132-2 Linear Footage 926 Square Footage 9,454
Streets:

Prepared by: Date:

ITEM DESCRIPTION TOTALS
1 Irrigation Materials ($6.00 s/f) 56,724.00$
2 Plant Materials ($4.25 s/f) 40,179.50$
3 Finish Grading ($0.50 s/f) 4,727.00$
4 Soil Preparation ($1.50 s/f) 14,181.00$
5 Standard S-09 Curbing ($26.25 l/f) 24,307.50$
6 Drains (1 in 100' - 150' @ $400.00 each) 3,704.00$
6 LMAD Block Walls ($50/lf) 1,911 95,550.00$
Subtotal 239,373.00$
20% Plan Preparation fee 47,874.60$
Contingency fee of 10% 28,724.76$
Grand total 315,972.36$
Faithful Performance (100%) 315,972.36$
Labor & Materials (50%) 157,986.18$
Richmond American Homes
Ottawa Street
14-Feb-24Ludwig Engineering Assoc., Inc.

Page 1 ends

LANDSCAPE MANAGEMENT ASSESSMENT DISTRICT

BOND FORMAT
Developer:

Tract: 14132-3 Linear Footage 253 Square Footage 2,780
Streets:

Prepared by: Date:

ITEM DESCRIPTION TOTALS
1 Irrigation Materials ($6.00 s/f) 16,680.00$
2 Plant Materials ($4.25 s/f) 11,815.00$
3 Finish Grading ($0.50 s/f) 1,390.00$
4 Soil Preparation ($1.50 s/f) 4,170.00$
5 Standard S-09 Curbing ($26.25 l/f) 6,641.25$
6 Drains (1 in 100' - 150' @ $400.00 each) 1,012.00$
6 LMAD Block Walls ($50/lf) 517 25,850.00$
Subtotal 67,558.25$
20% Plan Preparation fee 13,511.65$
Contingency fee of 10% 8,106.99$
Grand total 89,176.89$
Faithful Performance (100%) 89,176.89$
Labor & Materials (50%) 44,588.45$
Richmond American Homes
3rd Street
14-Feb-24Ludwig Engineering Assoc., Inc.

Page 1 ends

Victorville City CouncilJuly 16, 2024

Victorville City Council
July 16, 2024