Ukiah City Council
January 21, 2026

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5 obligations thereunder, or the authorization, execution, delivery or performance by the District of this Installment Purchase Agreement.
(g) Valid and Binding Obligation. This Installment Purchase Agreement is a valid and binding obligation of the District enforceable in accordance with its terms. (h) Due Execution. The District has duly authorized and executed this Installment Purchase Agreement in accordance with the laws of the State.

SECTION 2.2. Representations, Covenants and Warranties of the City. The City represents, covenants and warrants to the District as follows:
(a) Due Organization and Existence. The City is a general law city validly existing under the laws of the State of California.
(b) Authorization. The City is authorized to enter into this Installment Purchase Agreement and the transactions contemplated hereby, and the City has duly authorized the execution and delivery of this Installment Purchase Agreement. (c) No Violations. Neither the execution and delivery of this Installment Purchase Agreement nor the fulfillment of or compliance with the terms and conditions hereof, nor the consummation of the transactions contemplated hereby, conflicts with or results in a breach of the terms, conditions or provisions of any restriction or any agreement or instrument to which the City is now a party or by which the City is bound, or constitutes a default under any of the foregoing, or results in the creation or imposition of any lien, charge or encumbrance whatsoever upon any of the property or assets of the City.
(d) Litigation. To the best knowledge of the City, there is no pending or threatened action or proceeding before any court or administrative agency which will materially adversely affect the ability of the City to perform its obligations under this Installment Purchase Agreement.

ARTICLE 3

TERMS OF AGREEMENT
SECTION 3.1. Purchase of the Project Benefits. The City hereby agrees to sell to the District and the District hereby agrees to purchase from the City the Project Benefits. In exchange for such purchase and sale, the District shall pay to the City the Acquisition Amount, as set forth in Section 3.2 below. For clarity, the District is acquiring no ownership interest in the CWWTP (as defined in the Operating Agreement) or the recycled wastewater treatment and distribution system of the City.

SECTION 3.2. Repayment of the Acquisition Amount by the District. The District hereby agrees to purchase from the City the Project Benefits in exchange for payment of the Acquisition Amount through Installment Payments payable on each Installment Payment Date as set forth in Exhibit A; provided, the first Installment Payment shall be due on the Closing Date instead of July 30, 2025. The parties acknowledge and agree that the Acquisition Amount, and related Schedule of Installment Payments attached as Exhibit A, is based on the parties’

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6 proportionate benefits related to the Project, as described in the Operating Agreement. If these amounts materially change, the parties shall in good-faith negotiate a revised Acquisition Amount, and related Installment Payment schedule.

SECTION 3.3. Term. The Term of this Installment Purchase Agreement shall be deemed to have commenced on the Effective Date, and shall end on the date upon which all Installment Payments and all other sums due to the City hereunder shall be paid in full or provision for such payment shall be made as provided in Section 6.1.

SECTION 3.4. Payments Generally. Installment Payments will be made by wire transfer of immediately available funds, by check, or by automated clearing house (ACH) or other similar cash handling processes as specified by separate agreement between the District and the City. Payments will be made by the District to the City in the same manner as provided in the Operating Agreement (or to such other account as the City may direct by notice). If any Installment Payment is due on a date that is not a Business Day, then such Installment Payment will be due and payable on the next Business Day.

SECTION 3.5. Effect of Prepayment. In the event that the District prepays the Installment Payments and all other sums due to the City hereunder in full pursuant to Article 6 hereof, the District’s obligations under this Installment Purchase Agreement shall thereupon cease and terminate and this Installment Sale Agreement shall automatically terminate, including but not limited to the District’s obligation to pay Installment Payments under this Installment Purchase Agreement; subject however, to the provisions of Section 6.1 in the case of prepayment by application of a defeasance deposit.

SECTION 3.6. Conditions Precedent.

The City’s obligation to extend financing under this Installment Purchase Agreement is subject to the condition precedent that the City receive, in form and substance satisfactory to the City, each of the following:
(a) This Installment Purchase Agreement. A duly executed copy of this Installment Purchase Agreement.
(b) Evidence of Authority. Such certified board resolutions, certificates of incumbency, and other evidence that the City may require that this Installment Purchase Agreement and all documents executed in connection herewith have been duly authorized and executed.

SECTION 3.7. Nature of District’s Obligations.
(a) Obligations Absolute. The obligations of the District to pay the Installment Payments and to perform and observe the other agreements contained herein are absolute and unconditional and are not subject to any defense or any right of setoff, counterclaim or recoupment arising out of any breach of the District or the City of any obligation to the District or otherwise, whether hereunder or otherwise, or out of indebtedness or liability at any time owing to the District by the City. Until such time as all of the Installment Payments have been fully paid or prepaid, the District:

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7 (i) will not suspend or discontinue payment of any Installment Payments; (ii) will perform and observe all other agreements contained in this Installment Purchase Agreement; and
(iii) will not terminate this Installment Purchase Agreement. (b) Protection of Rights. If the City fails to perform any such agreements on its part, the District may institute such action against the City as the District deems necessary to compel performance so long as such action does not abrogate the obligations of the District contained in the preceding subsection (b). The District may, however, at the District’s own cost and expense and in the District’s own name or in the name of the City prosecute or defend any action or proceeding or take any other action involving third persons which the District deems reasonably necessary in order to secure or protect the District’s rights hereunder, and in such event the City will (upon reasonable notice, and at the sole expense of the District) cooperate fully with the District to the extent reasonably necessary and take such action reasonably necessary to effect the substitution of the District for the City in such action or proceeding if the District shall so request.

ARTICLE 4

COVENANTS OF THE DISTRICT
SECTION 4.1. Reports and Notices. Promptly after becoming aware thereof, the District shall provide to the City notice of the occurrence of an Event of Default, including, without limitation, the occurrence of any breach, default, event of default or event that, with the giving of notice and/or the passage of time and/or the occurrence of any other condition, would become a breach, default or event of default under any loan agreement, indenture, mortgage, or other credit or security agreement or instrument to which the District is a party or by which it or any of its property may be bound or affected.

SECTION 4.2. Rates and Charges. During the Term of this Installment Purchase Agreement, subject to applicable laws, the District shall fix, prescribe and collect rates, fees and charges for the services and facilities furnished by the District in each Fiscal Year that are reasonably estimated to yield during each Fiscal Year revenues sufficient to meet the obligations of the District, including the Installment Payments, for such Fiscal Year.

SECTION 4.3. Existence. The District shall continue to exist as a county sanitation district under the laws of the State of California during the term of this Installment Purchase Agreement other than dissolution, termination of existence, merger or similar change involving the City.

SECTION 4.4. Compliance with this Installment Purchase Agreement. The District will faithfully observe and perform or cause to be faithfully observed and performed all the covenants, conditions and requirements of this Installment Purchase Agreement, and will not suffer or permit any default to occur hereunder. The District will not do or permit anything to be done, or omit or refrain from doing anything, in any case where any such act done or permitted to be done, or any such omission of or refraining from action, would constitute an Event of Default hereunder.

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8 SECTION 4.5. Observance of Laws and Regulations. The District will well and truly keep, observe and perform or cause to be kept, observed and performed all valid and lawful obligations or regulations now or hereafter imposed on it by contract, or prescribed by any law of the United States, or of the State, or by any officer, board or commission having jurisdiction or control, as a condition of the continued enjoyment of any and every right, privilege or franchise now owned or hereafter acquired and enjoyed by the District, including the District’s right to exist and carry on business as a county sanitation district, to the end that such rights, privileges and franchises shall be maintained and preserved, and shall not become abandoned, forfeited or in any manner impaired. The City shall comply with all laws and regulations of the State of California, including complying with the provisions of Government Code Section 53531.

SECTION 4.6. Budget. The District hereby covenants to take such action as may be necessary to include all Installment Payments and all other amounts due hereunder in its annual budget and to make the necessary annual appropriations for all such Installment Payments and all other amounts due hereunder. The covenants on the part of the District herein contained shall be deemed to be and shall be construed to be ministerial duties imposed by law and it shall be the ministerial duty of each and every public official of the District to take such action and do such things as are required by law in the performance of such official duty of such officials to enable the District to carry out and perform the covenants and agreements on the part of the District contained in this Installment Purchase Agreement.

SECTION 4.7. Further Assurances and Other Information. From time to time and at its expense, execute and deliver such documents and do such other acts and things as the City in its sole discretion may deem necessary or advisable from time to time in order to more fully carry out the provisions and purpose of this Installment Purchase Agreement, including delivery of such other information regarding the condition or operations, financial or otherwise, of the District as the City may from time to time reasonably request, including, but not limited to, copies of all pleadings, notices and communications referred to in Section 4.1 herein.

SECTION 4.8. No Public Registration. During any period that the City is a party to this Installment Purchase Agreement, this Installment Purchase Agreement shall not be (i) assigned a rating by any credit rating agency, (ii) registered with The Depository Trust Company or any other securities depository, (iii) offered pursuant to any type of offering document or official statement or (iv) assigned a CUSIP number by Standard & Poor’s CUSIP Service.

ARTICLE 5

EVENTS OF DEFAULT AND REMEDIES
SECTION 5.1. Events of Default. Any of the following events shall constitute an event of default:
(a) Events of Default.
(i) If default shall be made in the due and punctual payment of the Installment Payments pursuant to this Installment Purchase Agreement when and as the same shall become due and payable; or

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9 (iii) If default shall be made by the District in the observance or performance of any of the other material agreements, conditions, covenants or terms on its part contained in this Installment Purchase Agreement, and such default shall have continued for a period of thirty (30) days after the District shall have been given notice in writing of such default by the City, which may give notice in its discretion; provided, that such default shall not constitute an Event of Default if the District shall commence to cure such default within such thirty (30)-day period and thereafter diligently and in good faith shall proceed to cure such default within a reasonable period of time but not later than an additional thirty (30) days; or
(iv) If the District shall file a petition or answer seeking reorganization or arrangement under the federal bankruptcy laws or any other applicable law of the United States of America, or if a court of competent jurisdiction shall approve a petition, filed with or without the consent of the District, seeking reorganization under the federal bankruptcy laws or any other applicable law of the United States of America, or if, under the provisions of any other law for the relief or aid of debtors, any court of competent jurisdiction shall assume custody or control of the District or of the whole or any substantial part of its property; or
(v) Dissolution, termination of existence, insolvency or business failure of the District, other than dissolution, termination of existence, merger or similar change involving the City; or
(vi) The District should, after any applicable grace period, breach or be in default under the material terms of this Installment Purchase Agreement. (b) Remedies on Default. Whenever any Event of Default shall have happened and be continuing with regard to a lack of payments due hereunder, the City shall have the right, at its option upon notice to the District, to include the unpaid amounts in the following year’s Installment Payments.

The City shall also have the right, at its option upon notice to the District, to (i) take whatever action at law or in equity as may appear necessary or desirable to collect the Installment Payments then due or thereafter to become due during the Term of this Installment Purchase Agreement, or enforce performance and observance of any obligation, agreement or covenant of the District under this Installment Purchase Agreement.

SECTION 5.2. No Remedy Exclusive. No remedy herein conferred upon or reserved to the City is intended to be exclusive and every such remedy shall be cumulative and shall be in addition to every other remedy given under this Installment Purchase Agreement or now or hereafter existing at law or in equity. No delay or omission to exercise any right or power accruing upon any default shall impair any such right or power or shall be construed to be a waiver thereof, but any such right and power may be exercised from time to time and as often as may be deemed expedient. In order to entitle the City to exercise any remedy reserved to it in this Article 5 it shall not be necessary to give any notice, other than such notice as may be required, in this Article 5 or by law.

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10 SECTION 5.3. No Additional Waiver Implied by One Waiver. In the event any agreement contained in this Installment Purchase Agreement should be breached by either party and thereafter waived by the other party, such waiver shall be limited to the particular breach so waived and shall not be deemed to waive any other breach hereunder.

A waiver of any default or breach of duty or contract by the City shall not affect any subsequent default or breach of duty or contract or impair any rights or remedies on any such subsequent default or breach of duty or contract. No delay or omission by the City to exercise any right or remedy accruing upon any default or breach of duty or contract shall impair any such right or remedy or shall be construed to be a waiver of any such default or breach of duty or contract or an acquiescence therein, and every right or remedy conferred upon the City by law or by this article may be enforced and exercised from time to time and as often as shall be deemed expedient by the City. If any action, proceeding or suit to enforce any right or exercise any remedy is abandoned or determined adversely to the City, the District and the City shall be restored to their former positions, rights and remedies as if such action, proceeding or suit had not been brought or taken.

ARTICLE 6

PREPAYMENT OF AGREEMENT
SECTION 6.1. Defeasance. Notwithstanding any other provision of this Installment Purchase Agreement, the District may on any date secure the payment of Installment Payments, in whole, by irrevocably depositing with a trustee an amount of cash which is either (a) sufficient to pay all such Installment Payments and all other sums due hereunder or (b) invested in whole or in part in Federal Securities in such amount as will, in the opinion of an Independent Certified Public Accountant, together with interest to accrue thereon and together with any cash which is so deposited, be fully sufficient and irrevocably pledged to the City to pay all such Installment Payments and all other sums due hereunder when due or when due on any optional prepayment date pursuant to Section 6.2 hereof, as the District shall instruct at the time of said deposit. In the event of a deposit pursuant to this Section for the payment of all remaining Installment Payments, all obligations of the District under this Installment Purchase Agreement shall cease and terminate, excepting only the obligation of the District to make, or cause to be made, all of Installment Payments from such deposit. Said deposit shall be deemed to be and shall constitute a special fund irrevocably pledged for the payment of such Installment Payments in accordance with the provisions of this Installment Purchase Agreement.

SECTION 6.2. Optional Prepayment. The Installment Payments may be prepaid, in whole or in part, on any date upon at least thirty (30) days’ written notice to the City.

ARTICLE 7

MISCELLANEOUS
SECTION 7.1. Notices. All written notices to be given under this Installment Purchase Agreement shall be given by first class mail or personal delivery to the party entitled thereto at its address set forth below, or by telecopier or other form of telecommunication or electronic mail, at its number set forth below. Notice shall be effective either (a) upon transmission by telecopier or

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11 other form of telecommunication, (b) 48 hours after deposit in the United States of America first class mail, postage prepaid, or (c) in the case of personal delivery to any person or electronic mail, upon actual receipt. The City and the District may, by written notice to the other party, from time to time modify the address or number to which communications are to be given hereunder.

If to the City, as follows:

City of Ukiah
300 Seminary Avenue
Ukiah, CA 95482
Attention: City Manager
If to the District, as follows:

Ukiah Valley Sanitation District
151 Laws Avenue
Ukiah, CA 95482
Attention: General Manager
SECTION 7.2. Assignment. This Installment Purchase Agreement may not be assigned by the District or City, other than to a public agency which shall succeed to the interests of the District or City, as applicable, (by operation of law, by contract or otherwise) becomes legally bound to all of the terms and provisions hereof. The prior written consent of the City and District shall be required in the case of any such assignment. In connection with any such assignment by the District, the District shall provide the City with an opinion of bond counsel that the assignee is legally obligated to pay all Installment Payments and other sums hereunder and to satisfy all of the obligations of the District under this Installment Purchase Agreement.

SECTION 7.3. Amendment of this Installment Purchase Agreement. This Installment Purchase Agreement may be amended only in writing by the District and the City.

SECTION 7.4. Binding Effect. This Installment Purchase Agreement shall inure to the benefit of and shall be binding upon the City and the District and their respective successors and assigns.

SECTION 7.5. Severability. In the event any provision of this Installment Purchase Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof.

SECTION 7.6. Further Assurances and Corrective Instruments. The City and the District agree that they will, from time to time, execute, acknowledge and deliver, or cause to be executed, acknowledged and delivered, such supplements hereto and such further instruments as may reasonably be required for carrying out the expressed intention of this Installment Purchase Agreement.

SECTION 7.7. Execution in Counterparts. This Installment Purchase Agreement may be executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument.

SECTION 7.8. Applicable Law and Venue. This Installment Purchase Agreement shall be governed by and construed in accordance with the laws of the State of California and venue shall be in the County of Mendocino.

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12 SECTION 7.9. Captions. The captions or headings in this Installment Purchase Agreement are for convenience only and in no way define, limit or describe the scope or intent of any provisions or Section of this Installment Purchase Agreement. (Signature page follows)

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S-1
IN WITNESS WHEREOF, the City has caused this Installment Purchase Agreement to be executed in its corporate name by its duly authorized officer, and the District has caused this Installment Purchase Agreement to be executed in its name by its duly authorized officer, as of the date first above written.

CITY OF UKIAH
By: ______________________________________
Authorized Officer

UKIAH VALLEY SANITATION DISTRICT
By: ______________________________________
Authorized Officer
-Signature PageInstallment Purchase Agreement

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A-1

EXHIBIT A

SCHEDULE OF INSTALLMENT PAYMENTS
Payment Date No. Installment
Payments
30-July-2025 1 $176,666.92
30-July-2026 2 176,666.92
30-July-2027 3 176,666.92
30-July-2028 4 176,666.92
30-July-2029 5 176,666.92
30-July-2030 6 176,666.92
30-July-2031 7 176,666.92
30-July-2032 8 176,666.92
30-July-2033 9 176,666.92
30-July-2034 10 176,666.92
30-July-2035 11 176,666.92
30-July-2036 12 176,666.92
30-July-2037 13 176,666.92
30-July-2038 14 176,666.92
30-July-2039 15 176,666.92
30-July-2040 16 176,666.92
30-July-2041 17 176,666.92
30-July-2042 18 176,666.92
30-July-2043 19 176,666.92
30-July-2044 20 176,666.92
30-July-2045 21 176,666.92
30-July-2046 22 176,666.92
30-July-2047 23 176,666.92
30-July-2048 24 176,666.92
30-July-2049 25 176,666.92
30-July-2050 26 176,666.92
TOTAL $4,593,339.92

Agenda Item No: 8.i.

MEETING DATE/TIME: 1/21/2026

ITEM NO: 2026-52

AGENDA SUMMARY REPORT
SUBJECT: Consideration of Award of Bid to C.V. Larsen in the Amount of $374,596.39 for the Corporation Yard Environmental Well Abandonment, Specification 25-06, Plus a 10% Contingency; and Approve a Corresponding Budget Amendment.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Public Works Management Analyst II PRESENTER: Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS:

1. Revised PS&E Approval ASR

2. Revised Project Plans

3. Bid Tabulation Spec 25-06 Abandonment of Environmental Monitoring and Remediation Wells

4. CV Larsen Bid
Summary: Council will consider an award of a construction contract to C.V. Larsen in the amount of $374,596.39 for the Corporation Yard Environmental Well Abandonment, Specification 25-06, plus an additional 10% contingency, and a corresponding budget amendment.

Background: In 1992, a hydrocarbon leak was detected in an underground fuel tank that was used at the Corporation Yard at 1320 Airport Road. The City was required by the Regional Water Quality Control Board (RWQCB) to remediate the site. The clean-up or remediation work has been completed for several years and the case is now eligible for closure through the RWQCB. As part of the clean-up process, several monitoring, sparging, and extraction wells were installed. These wells were used to monitor the severity and spread of contaminants from the leak and extract contaminants and treat them with carbon filtration.

On December 3, 2025, the Ukiah City Council approved the plans and specifications for the Abandonment of Environmental Monitoring and Remediation Wells Project (Specification 25-06) and directed Staff to advertise for bids (Attachment 1).

A prior version of the project with a reduced scope of work was approved by Council at the May 7, 2025, meeting and subsequently advertised for bids. All bids received at that time were rejected because they exceeded the budgeted amount. That earlier effort was focused solely on the aspects of the project needed to close out the case with the Regional Water Quality Control Board (RWQCB) in order to meet a regulatory deadline. The deadline has since been extended, allowing the City to repackage and rebid the project. The revised scope now includes well abandonment, demolition of remediation equipment, and site restoration. This expanded scope (Attachment 2) allows contractors with a Class A license, in addition to a C-57 Well Drilling license, to bid on the project, increasing competition and resulting in a more cost-effective outcome.

Discussion: The Request for Bids was released on December 4, 2025, and was advertised in the Ukiah Daily Journal and posted on Bidnet Direct and the City’s website. Bids were opened on January 13, 2026. Four bids were received. See Attachment 3 for a copy of the bid tabulation. C.V. Larsen was the lowest responsible bidder, with a bid amount of $374,596.39. A copy of C.V. Larsen’s bid is provided in Attachment 4. Staff recommends that Council award a construction contract to C.V. Larsen for the low bid amount of $374,596.39, plus an additional 10% contingency, and approve the corresponding budget amendment.

Under the following Agenda Item 8j, there are additional costs related to a contract for regulatory work ($62,615) and waste handling and disposal ($20,415) for this project. Between this item and 8j Staff is requesting a total budget amendment of $495,086.

The City has an active insurance claim related to the cleanup associated with this project. Sufficient funds remain available under the claim to reimburse the City for expenses related to this work.

Staff requests Council award a construction contract to C.V. Larsen in the amount of $374,596.39 for the Corporation Yard Environmental Well Abandonment, Specification 25-06, plus an additional 10% contingency, and a corresponding budget amendment.

Recommended Action: Award Bid to C.V. Larsen in the amount of $374,596.39 for the Corporation Yard Environmental Well Abandonment, Specification 25-06, plus a 10% contingency, and approve a corresponding budget amendment.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 20824300.52100.18486: $230,000; 20824300.48110.18486 (Insurance Proceeds): -$230,000
PROPOSED BUDGET AMOUNT: 20824300.52100.18486: $495,086; 20824300.48110.18486 (Insurance Proceeds): -$495,086 (Covers for both Items 8.i. and 8.j.) FINANCING SOURCE: Insurance Proceeds: Great American Insurance, GAIG Claim no. 561500178 REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Tim Eriksen, Public Works Director; Andrea Trincado, Project & Grants Administrator (Community Development Department); Jason Benson, Senior Engineer; Myles Fisette, Purchasing Manager STRATEGIC PLAN (SP): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): N/A

Agenda Item No: 13.a.

MEETING DATE/TIME: 12/3/2025
ITEM NO: 2025-1354

AGENDA SUMMARY REPORT
SUBJECT: Approval of Plans and Specifications for the Corporation Yard Monitoring Well Abandonment Project, Specification 25-06, and Direct Staff to Advertise for Bids.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Administrative Analyst PRESENTER: Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS:

1. Original PS&E Approval

2. Bid Rejection

3. Spec 25-06 Abandonment of Environmental Monitoring and Remediation Wells

4. Plans for Remediation System Decommissioning, Site Restoration, and Well Abandonment

5. Engineers Estimate of Cost
Summary: Council will consider the approval of plans and specifications for the Corporation Yard Monitoring Well Abandonment Project, Specification 25-06, and direct Staff to advertise for bids.

Background: In the 1990's, a hydrocarbon leak was detected in an underground fuel tank that was used at the Corporation Yard at 1320 Airport Road. The City was required by the Regional Water Quality Control Board (RWQCB) to remediate the site. The clean-up or remediation work has been completed for several years and the case is now eligible for closure through the RWQCB. As part of the clean-up process, several monitoring, sparging, and extraction wells were installed. These wells were used to monitor the severity and spread of contaminants from the leak and extract contaminants and treat them with carbon filtration.

Previously, the City Council approved the plans and specifications and directed staff to advertise for bids for the removal of these monitoring wells (Attachment 1). Unfortunately, the lowest bid was significantly greater than the engineer's estimate for the project. The insurance policy that the City is using to reimburse for the costs associated with the remediation of these wells only approved expenditures equal to the engineer's estimate with a small contingency. City Council approved the rejection of all previously received bids for the project with the understanding that Staff would revise the plans and specs to capture cost savings and rerelease the project (Attachment 2).

Discussion: Staff has revised the plans and specifications for the project (Attachments 3 and 4). Key revisions include expanding contractor eligibility to those holding a Class A license and incorporating the removal of the well remediation equipment into the project scope. The remediation equipment consists of tanks, piping, pumps, air compressors, and related components previously used to remediate groundwater extracted from the monitoring wells.

Under the prior specifications, the well abandonment work (requiring a C-57 well driller’s license) and the equipment removal work (Class A) were separated into two sequential projects. This approach was originally necessary because the City was under a deadline to complete the well abandonment by October 1, 2025, which is the only component required to close the case with the Regional Water Quality Control Board (RWQCB). City Staff has worked with the RWQCB to extend the deadline for case closure to March 31, 2026.

With the schedule constraints now resolved, the scope of work has been consolidated into a single project to improve its chances of soliciting competitive bids and reduce overall administrative burden.

ATTACHMENT 1

The engineer's estimate for the project is $289,335.50 (Attachment 5). A budget amendment will be requested at the time of the bid award.

Staff recommends Council approve of plans and specifications for the Corporation Yard Monitoring Well Abandonment Project, Specification 25-06, and direct Staff to advertise for bids.

Recommended Action: Approve the plans and specifications for the Corporation Yard Monitoring Well Abandonment Project, Specification 25-06, and direct Staff to advertise for bids.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: Insurance Proceeds
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.:

COORDINATED WITH: Tim Eriksen, Public Works Director; Andrea Trincado, Project & Grants Administrator; Myles Fisette, Purchasing Manager
STRATEGIC PLAN (SP): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): N/A

VICINITY MAP AERIAL MAP NOT TO SCALE ABBREVIATIONS MW-3 A
3 LEGEND INDEX TO SHEETS SHEET NO. TITLE NOT TO SCALE BENCHMARK OS-8 DPE-8 17 SITE PROJECT 1Submittal / Revision:234567
1 1320 AIRPORT ROAD

UKIAH, CALIFORNIA
TITLE SHEET City of Ukiah REMEDIATION SYSTEM DECOMMISSIONING SITE RESTORATION AND ENVIRONMENTAL WELL ABANDONMENT 1320 AIRPORT ROAD UKIAH, CALIFORNIA MENDOCINO COUNTY, CALIFORNIA APN 003-280-050 SPECIFICATION No. ___-_____ ’ PROJECT SITE OFF-SITE WELL LOCATIONS

REMEDIATION SYSTEM DECOMMISSIONING, SITE RESTORATION, AND ENVIRONMENTAL WELL ABANDONMENT JB-1 Attachment
2

MW-5 MW-8 MW-2 MW-7 MW-6 MW-3 B-1 B-2 B-3 MW-4 B-15 B-14 B-13 B-12 B-11 B-16 B-10 AIRPORT ROAD B-6 (B-7) (B-4) B-17 UKIAH WELL #2 (B-8) (B-5) (B-9) MW-10 (B-21) B-18 B-19 NORTHWEST PACIFIC RAILROAD CPT-5 CPT-1 CPT-4 CPT-2 CPT-7 CPT-3 OS-4 OS-3 OS-2 OS-1 DPE-1 DPE-2 DPE-4 DPE-3 MW-12B OS-6 OS-5 OS-9OS-10 OS-8 OS-7 OS-11 H5 OS-14OS-15OS-16 OS-13 OS-12 DPE-12 DPE-8 DPE-6 DPE-5 DPE-7 DPE-2 DPE-10 DPE-9 DPE-11 OS-2 OS-1 DPE-1 DPE-3 OS-4 DPE-4 OS-3 K5 (E) FORCE MAIN DISCHARGE CONNECTION TO BE DEMOLISHED SEE FOR EXISTING CONDITIONS CAUTION - (E) HIGH PRESSURE GAS (LOCATION APPROXIMATE) CAUTION - (E) ELECTRIC LINES (LOCATION APPROXIMATE) (E) CANOPY STRUCTURE TO REMAIN 1Submittal / Revision: 234567 1320 AIRPORT ROAD
UKIAH, CALIFORNIA 2
REMEDIATION SYSTEM COMPOUND DEMOLITION PLAN REMOVE (E) BOLLARD & FOOTING (TYP OF 7) SEE DETAIL FOR EXISTING CONDITIONS I5 City of Ukiah

REMEDIATION SYSTEM DECOMMISSIONING, SITE RESTORATION, AND ENVIRONMENTAL WELL ABANDONMENT F5 E5 GRATED SUMP 1'X1'X1.5' DEEP WITH 4" WALLS REINFORCED WITH #4 BARS AT 12" O.C EA. WAY G5 REMOVE (E) CONCRETE CURB SEE EXISTING CONDITIONS FOR OZONE SPARGE WELL DEMOLITION SEE SHEET 3 (TYP) FOR DUAL PHASE EXTRACTION WELL DEMOLITION SEE SHEET 3 (TYP) J5 SEE FOR PROPOSED CONDITIONS REMOVE JUNCTION BOX SEE FOR EXISTING CONDITIONS SEE FOR PROPOSED CONDITIONS SEE PROJECT SPECIAL

PROVISIONS FOR ADDITIONAL

DETAILS/CLARIFICATIONS

REGARDING DEMOLITION
REQUIREMENTS CLEANOUT TO GRADE REMOVE (E) EQUIPMENT COMPOUND SEE FOR EXISTING CONDITIONS Attachment 4

AIRPORT ROAD

NORTHWEST PACIFIC RAILROAD
UKIAH WELL #2 OS-4
OS-3
OS-2
OS-1
DPE-1
DPE-4
EW-1 DPE-3

AIRPORT PARK BOULEVARD
PacBell

MW-21B
MW-22
MW-23B
MW-24
SB-7
SB-8
SB-6
SB-5
SB-3
SB-4
APN
180-008-016
APN
180-008-025
CPT-13
MW-14B
MW-15
MW-13B
MW-19
MW-20
MW-6
MW-10
MW-11
MW-12B
MW-17
MW-18B
MW-7
MW-2
MW-4
MW-5
MW-8
B-1
B-2 B-3
B-15
B-14
B-13
B-11 B-12
B-16
B-10
B-6
(B-7)
(B-4)
B-17
(B-8)
(B-5)
(B-9)
(B-21)
(B-22)
B-18
B-19
CPT-5
CPT-6
CPT-10
CPT-12
CPT-9 CPT-8
CPT-14
CPT-13a
CPT-1
CPT-4
CPT-2
CPT-7
CPT-3 MW-16
CPT-11

UKIAH MUNICIPAL AIRPORT RUNWAY
P-2
P-1 OS-10
OS-9
OS-8
OS-7
OS-5
OS-13
OS-14
OS-11 OS-6
DPE-12
DPE-10
DPE-11
DPE-9
DPE-8
DPE-6 DPE-5
DPE-7
MW-9
(B-20)
OS-12
OS-15
OS-16
MW-3 DPE-2
1 Submittal / Revision:
2 3
4 5
6 7
UKIAH WELL #2
LEGEND
MW-21B
B-15
CPT-1
MW-3
P-1

REMEDIATION

COMPOUND

DEMOLITION
SEE SHEET 2
DPE-3
OS-1 3
NOTE:

SEE SHEET 4, DETAIL B FOR

UNPAVED AREAS (TYP)
NOTE:

PRESSURE GROUT
DPE-9, LEAVE WELL BOX
NOTE:

PRESSURE GROUT MW-11. HIGH

PRESSURE NATURAL GAS
TRANSMISSION LINE PRESENT. 1320 AIRPORT ROAD UKIAH, CALIFORNIA City of Ukiah ENVIRONMENTAL WELL DEMOLITION PLAN JB-1

REMEDIATION SYSTEM DECOMMISSIONING, SITE RESTORATION, AND ENVIRONMENTAL WELL ABANDONMENT

SEE PROJECT SPECIAL

PROVISIONS FOR ADDITIONAL

DETAILS/CLARIFICATIONS

REGARDING DEMOLITION

REQUIREMENTS

MONITORING WELL TO BE

DEMOLISHED PER PROJECT
SPECIAL PROVISIONS (TYP OF 23)
SEE SHEET 4 FOR

EXISTING & PROPOSED

CONDITIONS (TYP)

DUAL-PHASE EXTRACTION

WELL TO BE DEMOLISHED

PER PROJECT SPECIAL
PROVISIONS (TYP OF 12)

OZONE SPARGE POINT WELL

TO BE DEMOLISHED PER

PROJECT SPECIAL
PROVISIONS (TYP OF 16)
NOTE:

CONTRACTOR SHALL

COORDINATE WITH PRIVATE

PROPERTY OWNER(S)

PRIOR TO OFF-SITE WORK
NOTE:

CONTRACTOR SHALL

COORDINATE WITH PRIVATE

PROPERTY OWNER(S)

PRIOR TO OFF-SITE WORK
NOTE:

MW-19 WELL BOX MISSING.

CORE AND HAND DIG TO 2 FEET

TO DETERMINE IF CASING
PRESENT. ABANDON IF FOUND.

NOTE:

RAIL TRAIL PROJECT HAS BEEN

COMPLETED ALONG FORMER
RAILWAY SINCE THE AERIAL PHOTO WAS TAKEN. A PAVED WALKWAY IS NOW PRESENT.

NOTE:

MW-6 WELL BOX MISSING.

CORE AND HAND DIG TO 2 FEET

TO DETERMINE IF CASING
PRESENT. ABANDON IF FOUND.

NOTE:

MW-4 WELL BOX MISSING.

CORE AND HAND DIG TO 2

FEET TO DETERMINE IF CASING
PRESENT. ABANDON IF FOUND.

CITY ENCROACHMENT PERMIT

AND TRAFFIC CONTROL REQUIRED
FOR MW-19 AND MW-20.

C (E) CDF TRENCH BACKFILL (E) SAND BEDDING CONC. COLLAR CDF BACKFILL EXISTING AC OZONE SPARGE, DUAL PHASE EXTRACTION WELL, AND JUNCTION BOX BACKFILL DETAIL SAWCUT NEW AC SAWCUT MATCH EXISTING AC THICKNESS OR 4" MIN. CAP ON (E) PVC CONDUIT, TYP NEAT CEMENT WELL BACKFILL, TYP WELL DETAIL B 24" WELL BOX AT GRADE, (TYP) (TRAFFIC RATED) 24"± 2" OR 4" SCH 40 PVC CONDUIT10"± 2" SCH 80 PVC PIPE DUAL PHASE EXTRACTION 18" CIRCULAR WELL BOX OZONE SPARGE WELL DETAIL A 1Submittal / Revision: 234567 4 1320 AIRPORT ROAD

UKIAH, CALIFORNIA
City of Ukiah 1 1/2" SCH 80 WELL CASING (EXISTING) 12"± 18"± 12"± CONC. COLLAR CDF TRENCH BACKFILL 10"± 8"± SAND BEDDING CONC. COLLAR CDF TRENCH BACKFILL
10"± SAND BEDDING 8"± – – 2" OR 4" SCH 40 PVC CONDUIT D (E) CDF TRENCH BACKFILL (E) SAND BEDDING CONC. COLLAR CLASS II AGGREGATE BASE BACKFILL OZONE SPARGE & DUAL PHASE EXTRACTION WELL BACKFILL DETAIL (NON-PAVED AREAS) SAWCUT SAWCUT CAP ON (E) PVC CONDUIT, TYP NEAT CEMENT WELL BACKFILL, TYP

DETAILS

REMEDIATION SYSTEM DECOMMISSIONING, SITE RESTORATION, AND ENVIRONMENTAL WELL ABANDONMENT 18"±

EQUIPMENT COMPOUND E
1320 AIRPORT ROAD

UKIAH, CALIFORNIA
DETAILS 1Submittal / Revision: 234567 5
City of Ukiah F PVC COND. SCH 40 FOR WATER CONTAINMENT 24" SQUARE JUNCTION BOX AT GRADE, (TYP), (TRAFFIC RATED) 24"± 10"± CONC. COLLAR CDF TRENCH BACKFILL 10"± 8"± SAND BEDDING JUNCTION BOX DETAIL G CONCRETE SLAB #4 REBAR @ 18" O.C. 6" 6" #4 REBAR @ 18" O.C. EA. WAY 6" #4 REBAR CONTINUOUS I 6" 24" ± 10'-0" 4" WYE (E) SEWER GRAVITY LATERAL 4" WYE 4" SS LATERAL CLEANOUT 1 14"x4" REDUCER 1 14" FORCE MAIN H 6"± 8"± (E) AC CONCRETE CLEANOUT BOX PLUG CONCRETE COLLAR FORCE MAIN DISCHARGE AT EXISTING SEWER REMOVABLE BOLLARD CONCRETE CURB

REMEDIATION SYSTEM DECOMMISSIONING, SITE RESTORATION, AND ENVIRONMENTAL WELL ABANDONMENT J JUNCTION BOX BACKFILL DETAIL CAP ON (E) PVC CONDUIT, TYP CDF BACKFILL SAWCUT NEW AC SAWCUT MATCH EXISTING AC THICKNESS OR 4" MIN. G5 I5 (E) SEWER K FORCE MAIN DISCHARGE AT EXISTING SEWER CUT AND CAP ON (E) SS LATERAL CLEANOUT NEW AC SAWCUT SAWCUT MATCH EXISTING AC THICKNESS OR 4" MIN. CDF BACKFILL CDF BACKFILL 4" SS LATERAL CLEANOUT1 14" FORCE MAIN CUT AND CAP ON (E) FORCE MAIN REMOVE BOX

Item # Description UOM QTY Unit Price Item Total Unit Price Item Total Unit Price Item Total Unit Price Item Total 1 Site Preparation, Mobilization and Demobilization Lump Sum 1 $51,987.00 $51,987.00 $38,647.00 $38,647.00 $80,000.00 $80,000.00 $20,000.00 $20,000.00 2 Remediation System Disassembly, Removal, and Disposal Lump Sum 1 $26,609.00 $26,609.00 $46,128.00 $46,128.00 $18,000.00 $18,000.00 $71,235.63 $71,235.63 3 Sawcut Existing Paving – Equipment Compound Perimeter Linear Foot 120 $11.44 $1,372.80 $18.75 $2,250.00 $74.00 $8,880.00 $75.00 $9,000.00 4 Remove, Haul, and Dispose of 6" Concrete Curb Around Equipment Compound Linear Foot 120 $35.65 $4,278.00 $35.05 $4,206.00 $127.00 $15,240.00 $75.00 $9,000.00 5 Remove, Haul, and Dispose Concrete Slab (6" Thickness) at Equipment Compound. Includes Removal and Backfill of Grated Sump with CDF Square Foot 650 $17.89 $11,628.50 $22.96 $14,924.00 $47.70 $31,005.00 $80.00 $52,000.00 6 Asphalt Concrete Repaving – Equipment Compound Footprint Square Foot 650 $24.23 $15,749.50 $17.72 $11,518.00 $42.88 $27,872.00 $55.00 $35,750.00 7 Abandon Force Main Discharge Connection Lump Sum 1 $4,708.00 $4,708.00 $5,223.00 $5,223.00 $14,100.00 $14,100.00 $5,000.00 $5,000.00 8 Remove, Haul, and Dispose of Removable Steel Bollards. Backfill with CDF to 6" Minus and Repave to Match Existing Conditions Each 7 $523.98 $3,667.86 $706.50 $4,945.50 $1,617.00 $11,319.00 $895.00 $6,265.00 9 Monitoring Well Box Removal and Restoration Each 23 $774.55 $17,814.65 $1,767.35 $40,649.05 $3,475.00 $79,925.00 $2,000.00 $46,000.00 10 Sawcut Existing Asphalt Paving and/or Concrete at Remediation Well Boxes and Junction Boxes Linear Foot 376 $13.70 $5,151.20 $29.25 $10,998.00 $11.00 $4,136.00 $195.00 $73,320.00 11 Remove, Haul, and Dispose of Remediation Well Box and Junction Box, Remove Concrete Collar, and Cut & Cap Conduit Each 30 $815.59 $24,467.70 $787.50 $23,625.00 $650.00 $19,500.00 $250.00 $7,500.00 12 Backfill Remediation Well Boxes and Junction Boxes With CDF to 4" Minus Cubic Yards 7.5 $783.14 $5,873.55 $1,035.70 $7,767.75 $1,440.00 $10,800.00 $345.75 $2,593.13 13 Replace Asphalt Concrete at Remediation Well Box and Junction Box Locations Square Foot 390 $21.89 $8,537.10 $35.97 $14,028.30 $51.00 $19,890.00 $35.56 $13,868.40 14 Backfill Remediation Well Boxes with Class II Aggregate Base to Final Grade Cubic Yards 3 $1,333.62 $3,334.05 $2,775.68 $6,939.20 $2,580.00 $6,450.00 $423.63 $1,059.08 15 Agency Fees, Including Permits and Inspections Lump Sum 1 $9,952.04 $9,952.04 $15,880.00 $15,880.00 $57,615.00 $57,615.00 $5,000.00 $5,000.00 16 Well Abandonment - Monitoring Well Abandonment Vertical Foot 620 $135.17 $83,805.40 $136.10 $84,382.00 $30.75 $19,065.00 $160.00 $99,200.00 17 Well Abandonment - Remediation Well Abandonment Vertical Foot 612 $135.17 $82,724.04 $183.40 $112,240.80 $30.75 $18,819.00 $195.00 $119,340.00 18 Well Abandonment - Cement Grout Well Backfill (Materials Only) Vertical Foot 1,232 $10.50 $12,936.00 $18.35 $22,607.20 $27.50 $33,880.00 $25.00 $30,800.00 Sub: Work: Sub: Work: Sub: Work: Sub: Work:

Gregg Drilling Drilling Cascade Drilling Drilling Gregory Drilling Drilling Ground Penetrating Radar
Systems Utility Locating
EG Paving Construction Asphalt Paving
Traffic Management Traffic Control
BID RESULTS - SPEC 25-06 ABANDONMENT OF ENVIRONMENTAL MONITORING AND REMEDIATION WELLS BID OPENING: 2 PM, JANUARY 13, 2026
$606,931.23

GREGG SIMPSON TRUCKING

UKIAH, CA
C.V. LARSEN

SANTA ROSA, CA
TOTAL BID: $374,596.39

ARSENAL WELL DRILLING INC

VISALIA, CA
$476,496.00

ENGINEERING/REMEDIATION RESOURCES

GROUP INC

SACRAMENTO, CA
$466,958.80
Attachment 3

Attachment 4

Agenda Item No: 8.j.

MEETING DATE/TIME: 1/21/2026

ITEM NO: 2026-53

AGENDA SUMMARY REPORT
SUBJECT: Notification of Contract with EBA Engineering for Environmental Engineering Services Related to the Corporation Yard Environmental Well Abandonment Project, Specification 25-06, and Approval of a Corresponding Budget Amendment.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Public Works Management Analyst II PRESENTER: Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS:

1. City of Ukiah Well Abandonment Oversight 1-12-26

2. Clear Creek - Carbon Media Vac and Disposal Quote

3. Bradley Tanks-Waste Storage and Disposal Quote
Summary: Council will receive notification of a contract with EBA Engineering for environmental engineering services related to Corporation Yard Environmental Well Abandonment Project, Specification 25-06, and consider approval of a corresponding budget amendment.

Background: A petroleum release was identified at the City of Ukiah Corporation Yard in 1992, prompting investigation and remediation activities under oversight of the Regional Water Quality Control Board (RWQCB). In response, the City installed a network of environmental monitoring and remediation wells and implemented corrective actions to address soil and groundwater impacts at the site.

Over the years, remediation activities have been completed and monitoring data has demonstrated that the site conditions meet regulatory standards for closure. The RWQCB has determined that abandonment of the remaining monitoring and remediation wells, along with removal of associated equipment and proper documentation, is required to formally close the case.

The Corporation Yard Environmental Well Abandonment Project (Specification 25-06) represents the final phase of environmental work necessary to complete regulatory closure of the site. Completion of this work will allow the City to obtain formal “no further action” status from the RWQCB and close out Case No. 1TMC201.

Environmental engineering services are needed to oversee the well abandonment work and prepare a final report to the RWQCB.

EBA Engineering has provided environmental engineering services for this site throughout the remediation process, including preparation of bid specifications and original installation of the wells. With its background and experience, EBA Engineering has an expert level of knowledge of the site, enabling the firm to provide the most cost-effective services on this final stage of environmental work needed to close out of the remediation project.

Discussion: The project includes abandonment of 53 monitoring wells, remediation wells, and junction boxes at the Corporation Yard site located at 1320 Airport Road. Professional oversight is required during drilling and sealing activities to ensure compliance with approved abandonment methods, grouting requirements, and waste handling and disposal standards established by the RWQCB and Mendocino County Environmental Health.

In addition to field oversight, regulatory coordination and reporting are required to formally close RWQCB Case No. 1TMC201 with a determination of no further action. This includes permit preparation, characterization and disposal of waste from the project, and preparation of a final Site Closure Report for submittal to the RWQCB.

EBA Engineering's proposal (Attachment 1) includes project management, regulatory liaison services, on-site oversight during well abandonment, waste characterization and coordination of disposal, and preparation of the final closure report, for a not-to-exceed amount of $62,615, excluding third-party waste disposal costs.

These services are necessary to complete the project and formally close the environmental case.

EBA Engineering has also provided quotes from third party vendors for portions of the project that will be additional expenses that the City can coordinate directly with the vendor to avoid the consultant's mark-up fee. The first quote from Clear Creek Systems (Attachment 2) estimates a cost of $10,795 for the removal and disposal of the carbon filter media from three existing tanks. The next quote from Bradley Tanks (Attachment 3), estimates a cost of $9,620 for the rental of a 20-yard storage bin and disposal of the drill cuttings. These two added expenses are separate from the contract with EBA and will be coordinated directly between the City and the third-party vendors to reduce costs. However, the additional cost of $20,415 will need to be added to the budget amendment to allocate funds for the expense.

Staff is requesting a total budget amendment of $495,086.03, which includes: $62,615, for EBA Engineering's contracted services and an estimated $20,415 for removal and disposal of spent carbon, and storage and disposal of drill cuttings and debris, as well as $412,056.03 for the cost of construction (discussed in agenda item 8i), which includes a 10% contingency.

The City has an active insurance claim with Great American Insurance, GAIG No. 561500178, related to the cleanup associated with this project. Sufficient funds remain available under the claim to reimburse the City for expenses related to this work.

Staff requests Council receive notification of the contract with EBA Engineering for environmental engineering services related to the Corporation Yard Environmental Well Abandonment Project, Specification 25-06, and approve the corresponding budget amendment.

Recommended Action: Receive notification of contract with EBA Engineering for environmental engineering services related to Corp Yard Environmental Well Abandonment Project, Specification 25-06, and approve a corresponding budget amendment.

BUDGET AMENDMENT REQUIRED: YES
CURRENT BUDGET AMOUNT: 20824300.52100.18486: $230,000; 20824300.48110.18486 (Insurance Proceeds): -$230,000
PROPOSED BUDGET AMOUNT: 20824300.52100.18486: $495,086; 20824300.48110.18486 (Insurance Proceeds): -$495,086 (Covers for both Items 8.i. and 8.j.) FINANCING SOURCE: Insurance Proceeds: Great American Insurance, GAIG Claim no. 561500178 REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Tim Eriksen, Public Works Director; Andrea Trincado, Project & Grants Administrator (Community Development Department); Jason Benson, Senior Engineer STRATEGIC PLAN (SP): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): N/A

825 Sonoma Avenue, Suite C • Santa Rosa, California 95404 (707) 544-0784 • FAX (707) 544-0866 • www.ebagroup.com
January 12, 2026
Tim Eriksen, P.E.

Director of Public Works & City Engineer
City of Ukiah
300 Seminary Avenue
Ukiah, CA 95482
[email protected]
RE: PROPOSAL FOR ENVIRONMENTAL ENGINEERING SERVICES

PROFESSIONAL OVERSIGHT OF ENVIRONMENTAL WELL ABANDONMENT

CITY OF UKIAH CORPORATION YARD
1320 AIRPORT ROAD
UKIAH, CA 95490
EBA Proposal No. P768-24
Dear Mr. Eriksen:

EBA Engineering (EBA) appreciates the opportunity to present this Proposal for Environmental Engineering Services (Proposal) to the City of Ukiah (City) for the professional oversight portion of case closure activities associated with the underground storage tank (UST) site at the City Corporation Yard site located at 1320 Airport Road in Ukiah, California. Under Agreement No. 2324-201-A1 for Professional Consulting Services, EBA recently prepared bid specification documents, including construction drawings and an engineer’s estimate of costs, for the abandonment of 53 monitoring wells, remediation wells, and junction boxes at the project site as part of upcoming case closure by the North Coast Regional Water Quality Control Board (NCRWQCB). EBA understands that the City is currently in the process of soliciting bids for the project. The following cost estimate proposal outlines the recommended scope of work and estimated costs for the professional oversight component of the remaining work required to obtain case closure with no further action. Please note this scope of work is focused solely on the work required to obtain case closure with the NCRWQCB and does not include construction oversight costs. If the city desires, EBA can perform a construction oversight role, including Measurement and Payment quantity verification. Costs to perform these services will be provided in a separate proposal.

SCOPE OF WORK
The scope of work included in this Proposal consists of the following:
 TASK 1 – Project Management, Regulatory Liaison and Pre-Field Activities:
o Task 1 includes project management / project coordination, acting as a regulatory liaison between the City and the NCRWQCB / MCDEH, and pre-field activities.

Attachment 1

2 Additionally, Task 1 includes a site visit for a pre-construction site walk with the City and the selected contractor.
 TASK 2 – Pre-Construction Project Coordination:
o Task 2 has been added to this Proposal to include additional time for permitting assistance and pre-construction project coordination. This Task also includes costs for coordinating with the City regarding bidder questions, bid meetings, and other bid process related items. Please note this task includes costs for work that has already been performed at the request and approval of the City. A total of 38 hours of Senior Geologist and Project Manager work has already been performed to facilitate the project needs. An additional 12 hours are included for future work. o Costs related to the sampling of the Granular Activated Carbon (GAC) vessel, including labor, laboratory fees, and mileage are included. Please note these activities have already been performed, as approved and requested by the City.  TASK 3 – Professional Oversight of Well Abandonment and Site Closure Activities:
o Task 3 includes professional oversight of all site closure activities which require documentation to the NCRWQCB for closure of the site.
o EBA will be on-site for the duration of drilling activities and will document the contractor’s compliance with regulatory requirements for environmental well abandonment which include: adherence to the Well Abandonment Work Plan Addendum, use of proper grouting techniques, compliance with pressure grout variance requirements, the proper management of well abandonment materials subject to special disposal requirements, and proper abandonment of wells equipped with steel conductor casings. Additionally, EBA’s on-site field geologist would serve as a designated representative of the City during drilling, waste management and all other components that require documentation in the Site Closure Report to be submitted to NCRWQCB (described under Task 4). This proposal assumes that 15-days onsite will be required for well abandonment activities.
o Task 3 includes materials, equipment, and mileage required to perform oversight duties.
 TASK 4 – Management, Characterization and Disposal of Investigation Derived Waste Subject to Special Disposal Requirements:
o As specified within the Bid Specification Documents, the contractor is responsible for the management and disposal of all construction debris, including but not limited to concrete, asphalt, steel well boxes, and polyvinyl chloride (PVC) well casings, whereas soil bins and subsequent disposal of contaminated drill cuttings will be provided by the City or City’s Authorized Representative. Additionally, disposal of the contaminated granular activated carbon (GAC) associated with the water treatment system will be required by the NCRWQCB prior to site closure.

Task 4 includes the management (containerization), characterization (sampling and analytical testing), profiling (landfill acceptance), and disposal of investigation

3 derived waste subject to special disposal requirements (i.e., contaminated drill cuttings and contaminated GAC).
o Drill Cutting Containerization, Characterization, Profiling and Disposal: EBA will coordinate with Bradley Tanks Incorporated (BTI) for the delivery and rental of closed-top steel soil bins. It is assumed that the City will contract directly with BTI and EBA will assist the City with coordination. Following completion of the drilling activities, EBA will collect a four-to-one composite soil sample from the soil bins to characterize the drill cuttings for disposal. Four discrete soil samples will be collected in two-inch diameter by six-inch long stainless steel sampling tubes, labeled, logged on a Chain-of-Custody form, and placed under refrigerated conditions for transport to the analytical laboratory. The four discrete soil samples will be composited in the laboratory four-to-one and analyzed for the site constituents of concern. It is assumed that the analytical testing required for landfill acceptance will consist of: Gasoline Range Organics (GRO) and Diesel Range Organics (DRO) which will be analyzed by Environmental Protection Agency (EPA) Test Method 8015B, fuel-related volatile organic compounds (VOCs) including benzene, toluene, ethylbenzene, total xylenes, methyl tert-butyl ether, di-isopropyl ether, ethyl tert-butyl ether, tert-amyl methyl ether, and tert-butyl alcohol which will be analyzed by EPA Test Method 8260B, and total lead which will be analyzed by EPA Test Method 6020A. Following receipt of the analytical results, the soil bin materials will be profiled for landfill acceptance at Hay Road Landfill, a Class II solid waste disposal facility located in Vacaville, California which accepts contaminated non-hazardous waste. Following landfill acceptance, the soil bins will be transported by BTI under waste disposal manifests to Hay Road Landfill for disposal. Soil disposal documentation will be retained for NCRWQCB reporting purposes.
o GAC Characterization, Profiling and Disposal: EBA will coordinate the removal of 6,000 pounds of GAC by Clear Creek Systems to their Livermore, California facility. EBA will coordinate with Clear Creek Systems on the City’s behalf. It is assumed that the City will contract directly with Clear Creek Systems. The 6,000 pounds of GAC will be recycled through thermal regeneration, whereas the treatment media vessels will be recycled as scrap metal. Please note that due to the passage of time since operation of the water treatment system, the treatment media may be calcified and may require cutting the vessels open and additional work to break apart the GAC. EBA will notify the City if any additional time/costs are required due to calcification of the treatment media. GAC disposal documentation will be retained for NCRWQCB reporting purposes. o Please note that any water within the treatment media vessels will need to be drained prior to transportation for off-site disposal. If necessary, Task 4 also includes the sampling of water within each of the three (3) 2,000-pound treatment media vessels. EBA will collect a total of three water samples which will be analyzed for GRO and DRO using EPA Test Method 8015B and fuel-related VOCs including benzene, toluene, ethylbenzene, total xylenes, methyl tert-butyl ether, diisopropyl ether, ethyl tert-butyl ether, tert-amyl methyl ether, and tert-butyl alcohol using EPA Test Method 8260B. Analytical results will be provided to the City for determination of requirements for discharge to the City’s Publicly Owned Treatment Works (POTW). Based on conversations with the City, it is assumed

4 that City personnel will drain the treatment media vessels and discharge the water to the POTW.
 TASK 5 – Reporting:
o Following completion of the site closure activities and receipt of waste disposal documentation, EBA will prepare a report for submittal to the NCRWQCB with a request for case closure with no further action required.

COST ESTIMATE SUMMARY
EBA can provide the services described herein for a not-to-exceed cost of $62,615.00 per the Cost Estimate Summary provided below, unless otherwise authorized by the City. This cost includes all labor, travel, and material expenses associated with implementing the various tasks required of this project. Please note that this cost DOES NOT include costs for subcontractors for the containerization, transportation, and disposal of waste subject to special disposal considerations. EBA assumes that the City will contract directly with the waste disposal contractors. EBA has solicited quotes from waste disposal contractors which will be provided to the City when available.

ASSUMPTIONS AND EXCLUSIONS
The following assumptions and exclusions have been made:
 No night or weekend work is required. It is assumed there is free and open access to the project site.
 It is understood that prevailing wages are required for all work performed on site by EBA and our subcontractors. It is assumed that a Department of Industrial Relations (DIR) number will be provided for reporting purposes.
 Excludes marking the site for underground service alert or any other utility clearance components, which are the responsibility of the selected contractor. Additionally excluded are: obtaining drilling permits, traffic control plans, encroachment permits, and containers for construction debris, which are the responsibility of the contractor.  Based on past discussions with the City, EBA understands that the City will coordinate for securing access agreements for the off-site properties.  It is assumed that one (1) on-site pre-construction site meeting with the City and the selected contractor will be required.
 The time required and associated cost for professional oversight of well abandonment (Task 3) will be contingent on the drilling schedule of the selected contractor, which has yet to be determined. For cost estimation purposes, it was assumed that all drilling activities will be completed in 15-days on site (8 hours on-site per day). All work proposed herein, including Task 3, will be billed on a time-and-materials basis not to exceed the total estimated costs unless otherwise approved by the City. In the event that the selected

5 contractor requires additional time for well abandonment, or any other unforeseen circumstances arise, a Cost Estimate Addendum will be prepared and submitted to the City.
 It is assumed that the analytical results will indicate the drilling cuttings are acceptable for disposal at a Class II solid waste facility (i.e., Hay Road Landfill). Additional fees would apply for profiling and disposal to alternate facilities (i.e., Class I Hazardous Waste landfill).  It is assumed that the analytical results will indicate the GAC is acceptable for disposal as contaminated non-hazardous waste.
 Assumes a forklift will be made available by the City for loading the GAC vessels and water tank onto a flatbed truck.
 Any additional services not described herein will be included under a separate Agreement for Services.

Throughout this project, additional information may become available. This new information may result in a change in the scope of work, which may result in a change in the cost of the project.

EBA will notify the client when there is a change in the cost and will not proceed without prior approval of the changes from the client.

CLOSING
Thank you again for the opportunity to submit this Proposal. Please do not hesitate to call us at (707) 544-0784 if you have any questions or comments regarding the information contained herein.

Sincerely,

EBA ENGINEERING
_________________________________
Jacob Gallegos, P.G.

Senior Geologist
Attachments: Cost Estimate Spreadsheet
Schedule of Standard Rates and Fees

Senior Project Staff Design Total EBA
Task Geologist Geologist Geologist Drafter EBA Task
$175.00 $190.00 $165.00 $165.00 $135.00 $125.00 Hours Total TOTAL: 103 56 23 80 84 2 348 57,265.00 $ 2,222.00 $ 3,128.00 $ 62,615.00 $ $ 4,470.00
Please refer to the January 12, 2026, Cost Estimate Proposal for assumptions and limitations. 2 30 4,470.00 $ - $ - $
$ 2,000.00 3,760.00 $ 100.00 $ 5,860.00 $
Task 5: Reporting 8 0 4 0 16
$ 32,818.00
Task 4: Management, Characterization and Disposal of Regulated Investigation Derived Waste 10 0 4 0 10 0 24
0 180 29,965.00 $ - $ 2,853.00 $
$ 222.00 11,890.00 $ 175.00 $ 12,287.00 $
Task 3: Professional Oversight of Well Abandonment and Site Closure Activities 15 40 15 80 30
$ 7,180.00
Task 2: Pre-Construction Project Coordination 50 8 0 0 12 0 70 0 44 7,180.00 $ - $ - $
Task 1: Project Management, Regulatory Liaison and Pre-Field Activities 20 8 0 0 16

HOURS TOTALS LABOR
Analytical
Testing
Materials
Mileage &
Misc.

ESTIMATED
COSTS
Project
Geologist
(Prevailing
Wage)
Staff
Geologist
(Prevailing
Wage)
Cost Breakdown Spreadsheet - Professional Oversight of Environmental Well AbandonmentCity of Ukiah Coporation Yard UST SiteLocation: 1320 Airport Road, Ukiah, CaliforniaClient Name: City of UkiahEBA Job No: 25-3748Date: January 12, 2026

To: Jacob Gallegos, P.G. From: Mike Fontaine
Company: EBA Engineering Date: January 13, 2026
Phone #: 707-544-0784 Quote #: Ukiah
E-mail: [email protected] Cell #: 707-339-3227
Attn: Jacob
Per your request for disposal of spent carbon from (3) 2,000 lbs. vessels at your City of Ukiah job site:

Vac & Disposal of (3) 2,000 lbs. Liquid phase filters to include: $ 8,155.00 ➢ Transportation of equipment & personnel to jobsite.
➢ Loading & trans of (3) customer owned vessels back to CCS yard for vac & disposal. ➢ Pump spent carbon from carbon vessels into super sacks. ➢ Dispose of 6,000 lbs. non-hazardous spent carbon.
➢ Scrap of customer owned vessels.

Forklift rental (if provided by Clear Creek Systems) $ 1,190.00 Crane Lift rental option (if site accessible) $ 500.00
New Analytical/profile $ 450.00
Additional time if needed to break up calcified carbon $ 275.00/hr. (1-2 hours Possible)
Note: price assumes free flowing media, additional charges may apply if carbon is calcified and or extra time and equipment is needed to break up the media in order to vacuum.

No sales tax has been added to the quoted price. Spent media will need to stay on site until profiling is completed. All standard terms & conditions for Clear Creek Systems will apply. Attached is a copy of our terms and conditions.
1175 Greenville Road
Livermore, CA 94550
Tel: 925-273-9900  Fax: 661-322-4206
Activated Carbon  Specialty Media
Service & Filtration Equipment Rentals
Estimated total: $10,795
Attachment 2

Thank you for this opportunity to work together.

Clear Creek Systems
Mike Fontaine
Filtration product Line Manager
Cell: 925-931-3867

Bradley Tanks, Inc
402 Hartz Avenue, Bldg C, Danville, CA 94526
3272 Grey Hawk Ct., Carlsbad, CA 92010
925-229-2900-phone

WBE/MBE/WOSB

Proposal
Date 10/08/2024 - updated 1/13/2026
Attention Max Kruzic, P.G., C.Hg., QSD
Senior Geologist
EBA Engineering
825 Sonoma Avenue
Santa Rosa, CA 95404
Cell: 707-303-6582
[email protected]
Project: City of Ukiah Monitoring Well Destruction
Project
Description of Equipment/Service Rate Estimate
Rocket Launcher / Roll-off Truck Service for 20 CY Bin
Delivery and Pickup and Dump – Onsite Prevailing Wage
Rate - Portal to Portal
$190.00 per hour 38 hours
20 CY bin daily rental $15.00 per bin per day 60 days
Bin Liners $50.00 per liner 2 liners
Disposal of well destruction cuttings and debris at Hay Road Landfill
$70.00 per ton 20 tons
Total Estimated Cost $9,620.00
Pricing assumptions:
• Rates do not include payment and performance bonds, on-site prevailing wages, or certified payroll. No retention on transportation and disposal line items will apply. No Liquidated Damages will apply. • Certified payroll if required (MUST BE REQUESTED PRIOR TO START OF WORK) and is an additional fee of $400.00 per payroll report.
• Assumes onsite hours of operation are between 7:00 am-4:00 pm. • Transportation rates are based on current government eia, 1% fuel surcharge for every 10-cent increment over current eia may apply - https://www.eia.gov/dnav/pet/pet_pri_gnd_dcus_sca_w.htm . • Quote is good for 60 days.

Bins
• Sales tax is included in equipment rental rates.
• Bins not using a liner may be charged a clean out fee of $450.00 per washout if deemed necessary.

Attachment 3

• Customer is responsible for damages to or defacing of equipment, bins, spill guards, tanks while rented on-site.
• Customer cannot alter/modify equipment without Bradley Tanks, Inc’s approval. • All quotes are based on inventory available at the time/date the quote is generated. To ensure availability at the time the order is placed, please allow as much notice as possible prior to delivery.

Availability subject to change without notice
• 20CY & 40CY bins are not liquid tight. Customer accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment.

Thank you for the opportunity.

For further details or questions, please contact Joe Griffith 209 327 4228.

Quote Accepted By
Name Company
Signature Purchase Order Number
Date

Agenda Item No: 8.k.

MEETING DATE/TIME: 1/21/2026

ITEM NO: 2026-55

AGENDA SUMMARY REPORT
SUBJECT: Consideration of Approval of Notice of Completion for the Great Redwood Trail Phase 4, Specification 21-02; Approval of Release of Final Payment of the 5% Retention to Granite Construction Company; and Direction to the City Clerk to File the Notice of Completion with the County Recorder.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Public Works Management Analyst II PRESENTER: Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS:

1. Great Redwood Trail Phase 4 Final Plan REVISED

2. Notice of Completion-Spec 21-02
Summary: Council will consider approving the Notice of Completion for the Great Redwood Trail Phase 4, Specification 21-02. Council will also consider approving the release of the final payment of the 5% retention to Granite Construction Company and directing the City Clerk to file the Notice of Completion with the County Recorder.

Background: At the February 2, 2023, City Council meeting, Council awarded the Great Redwood Trail Phase 4, Specification 21-02 to Granite Construction Company in the amount of $3,179,369.10. The original contract price was based on the engineer’s estimate provided in the bid package.

At the May 15, 2024, City Council meeting, Council awarded the Great Redwood Trail Phase 4, Specification 21-02 to Granite Construction Company for $3,179,369.10. Construction was postponed by the City to reanalyze CEQA considerations at the request of the Great Redwood Trail Agency. The delay pushed construction into 2025 and resulted in increased costs due to an increase in the cost of materials, equipment, and labor for Granite and its subcontractors. This cost increase brought the new total contract amount to $3,348,179.23. During the course of construction, additional necessary work to avoid conflicts with an existing fiber-optic line required reconfiguring access ramps and stairs serving businesses along Airport Park Boulevard, as well as relocating drainage facilities. The total cost of the project, including change orders, was $3,579,419.

Discussion: Construction of Phase 4 of the Great Redwood Trail has now been completed. Phase 4 improvements involved completion of a new 1.5-mile segment of the Great Redwood Trail, extending the trail south between Commerce Drive and Plant Road (next to the Mendocino County Animal Shelter). The 10' wide ADA-accessible paved trail segment provides a safer, convenient non-vehicular path enabling access to businesses at Airport Park Boulevard, and further south to the Animal Shelter. New signalized trail crossings were constructed at Commerce Drive, Airport Road, and Norgard Lane, improving safety at intersection crossings. Two new ADA-compliant access ramps connect directly from Airport Park Boulevard to the trail, located adjacent to Holiday Inn Express and Panda Express, providing access between nearby businesses and the trail. The trail also includes ADA-compliant rest areas featuring seating, shaded areas, and trash receptacles to support comfort and usability for all ages and abilities. Additional improvements include upgraded drainage.

The contract work was completed in conformance with the Project Plans (Attachment 1) on December 31, 2025. Final payment of the retention will be made to the contractor 35 days from the date the Notice of

Completion (Attachment 2) is filed with the County Recorder.

Staff requests Council approve the Notice of Completion for the Great Redwood Trail Phase 4, Specification 21-02, approve the release of the final payment of the 5% retention to Granite Construction Company, and direct the City Clerk to file the Notice of Completion with the County Recorder.

Recommended Action: Approve the Notice of Completion for the Great Redwood Trail Phase 4, Specification 21-02; approve the release of the final payment of the 5% retention to Granite Construction Company; and direct the City Clerk to file the Notice of Completion with the County Recorder.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT:
50024620.80230.18253: $442,249.18; 51124210.80230.18253: $3,137,169.82 PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: Urban Greening Program Grant, Coastal Conservancy Grant and SB1 revenues REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2324207
COORDINATED WITH: Tim Eriksen, Public Works Director, Andrew Striklin, Senior Engineer, and Andrea Trincado, Project and Grants Administrator (Community Development Department) STRATEGIC PLAN (SP): SP 1B - Provide services that support a high quality of life for all residents, including fostering diverse, inclusive, sustainable, and accessible neighborhoods.

CLIMATE INITIATIVES (CI): CI-2b – Encourage active transportation as a viable alternative to automobiles; CI-2d – Continue to expand the Great Redwood Trail – Ukiah; CI-4a – Implement nature-based climate solutions; CI-7a – Expand sustainable water practices; CI-10a – Protect from dangerous emission by preventing fires.

GENERAL PLAN ELEMENTS (GP): GP-A3 - Mobility Element.

CITY OF UKIAH

THE GREAT RED OOD TRAIL
Know what's below.

Cal before you dig.

Contractor shall call
Underground Service Alert at
811 two working days prior
to excavation
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AREA MAP
No. Issue Checked Approved Date
Author H. DAAS
Designer H. DAAS
Plot Date: 21 December 2022 - 6:10 PM
Drafting Check E, FANSELAU Project Manager E. FANSELAU
Design Check E, FANSELAU Project Director M. KENNEDY
Plotted By: Haytham Daas Filename: N :\U S\Santa Rosa\Projects\561\ 12557341 \Dig ital_ Desig n\GN\C3D\sheets\ 12557341-GH D-0000-TTL-GN-DOO 1.dwg PHASE 4
SPECIFICATION NO. 21-02
SEPTEMBER 30, 2022
0 1 '=2,000'
Bar is one inch on
original size sheet
0 --lllllliilllll 1"
2,000'

PREPARED BY

LOCATION MAP APPROVALS
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AV.ENUE

CITY OF UKIAH

DIRECTOR OF PUBLIC WORKS/CITY ENGINEER

TIM ERIKSEN, PE

APPROVAL
SIGNED

CITY PROJECT MANAGER

ANDREW STRICKLIN
.�BEGIN PRO�ECT
,!.. BE'GIN BASE.BID
DRIVEj
, . ,:
•
.. •
. l'< .. · i .:-'.
4,000'
.PLANT ROAD
I
(
EfiD BASE BID .
.,,, , '
,,
• BEGIN ABD AL TERNA Tl E

APPROVAL
SIGNED
ENGINEER: GHD Inc:

ERIK FANSELAU, PE
• ENO Rr{OJECT ---'-:J'

END ADD ALTERNATIVE
12/21/2022
GHD Inc.
t
2235 Mercuiy Way Suite 150
.....

Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
Conditions of Use
!
www.ghd.com
Client CITY OF UKIAH
Title COVER SHEET
Project THE GREAT REDWOOD TRAIL PHASE 4
This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Project No.

GHD. This document may only be used by GHD's client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. 12557341 Date
SEP 30, 2022
Scale

NO SCALE
DATE
DATE
12/21/22
DATE
Attachment 1

Project
Client
Plot Date: 21 December 2022 - 6:10 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\GN\C3D\sheets\12557341-GHD-0000-IDX-GN-D002.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

SHEET INDEX
NONE G-002 2
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

SHEET LIST TABLE

SEQUENCE
NUMBER
SHEET

NUMBER SHEET TITLE

GENERAL
1 G-001 COVER SHEET
2 G-002 SHEET INDEX
3 G-003 LEGEND & ABBREVIATIONS
4 G-004 CONSTRUCTION NOTES

SURVEY CONTROL
5 G-005 SURVEY CONTROL AND ALIGNMENT DATA
6 G-006 SURVEY CONTROL AND ALIGNMENT DATA ADD ALTERNATIVE

TYPICAL SECTIONS
7 C-001 TYPICAL SECTIONS - COMMERCE DR TO AIRPORT RD
8 C-002 TYPICAL SECTIONS - AIRPORT RD TO NORGARD LN
9 C-003 TYPICAL SECTIONS - NORGARD LN TO PLANT RD ADD ALTERNATIVE

PLAN AND PROFILE
10 C-101 TRAIL PLAN AND PROFILE STA 400+00 TO 403+90
11 C-102 TRAIL PLAN AND PROFILE STA 403+90 TO 407+80
12 C-103 TRAIL PLAN AND PROFILE STA 407+80 TO 411+70
13 C-104 TRAIL PLAN AND PROFILE STA 411+70 TO 415+60
14 C-105 TRAIL PLAN AND PROFILE STA 415+60 TO 419+50
15 C-106 TRAIL PLAN AND PROFILE STA 419+50 TO 423+40
16 C-107 TRAIL PLAN AND PROFILE STA 423+40 TO 427+30
17 C-108 TRAIL PLAN AND PROFILE STA 427+30 TO 431+20
18 C-109 TRAIL PLAN AND PROFILE STA 431+20 TO 435+10
19 C-110 TRAIL PLAN AND PROFILE STA 435+10 TO 438+91
20 C-111 TRAIL PLAN AND PROFILE STA 438+91 TO 442+91
21 C-112 TRAIL PLAN AND PROFILE STA 442+91 TO 446+81
22 C-113 TRAIL PLAN AND PROFILE STA 446+81 TO 450+51
23 C-114 TRAIL PLAN AND PROFILE STA 450+51 TO 454+86
24 C-115 TRAIL PLAN AND PROFILE STA 454+86 TO 458+61 BASE BID AND ADD ALTERNATIVE 25 C-116 TRAIL PLAN AND PROFILE STA 458+61 TO 462+51 ADD ALTERNATIVE 26 C-117 TRAIL PLAN AND PROFILE STA 462+51 TO 466+41 ADD ALTERNATIVE 27 C-118 TRAIL PLAN AND PROFILE STA 466+41 TO 470+31 ADD ALTERNATIVE 28 C-119 TRAIL PLAN AND PROFILE STA 470+31 TO 474+21 ADD ALTERNATIVE 29 C-120 TRAIL PLAN AND PROFILE STA 474+21 TO 478+50 ADD ALTERNATIVE

DRAINAGE PLANS
30 C-121 DRAINAGE PLAN 1
31 C-122 DRAINAGE PLAN 2

ENLARGED PLANS
32 C-401 GRADE CROSSING PLAN - COMMERCE DIVE
33 C-402 GRADE CROSSING PLAN - AIRPORT RD / AIRPORT PARK BLVD 34 C-403 GRADING CROSSING PLAN -NORGARD LN
35 C-404 GRADE CROSSING PLAN - PLANT RD ADD ALTERNATIVE 36 C-405 PEDESTRIAN TRAIL CONNECTION 1
37 C-406 PEDESTRIAN TRAIL CONNECTION 2
38 C-407 PARKING LOT AT MENDOCINO COUNTY ANIMAL SHELTER ADD ALTERNATIVE

CONSTRUCTION DETAILS
39 C-501 CIVIL DETAILS 1
40 C-502 CIVIL DETAILS 2
41 C-503 CIVIL DETAILS 3

EROSION CONTROL
42 CE101 EROSION CONTROL PLAN STA 400+00 to 407+80
43 CE102 EROSION CONTROL PLAN STA 407+80 to 415+60
44 CE103 EROSION CONTROL PLAN STA 415+60 to 423+40
45 CE104 EROSION CONTROL PLAN STA 423+40 to 431+20
46 CE105 EROSION CONTROL PLAN STA 431+20 to 438+91
47 CE106 EROSION CONTROL PLAN STA 438+91 to 446+83
48 CE107 EROSION CONTROL PLAN STA 446+83 to 456+33
49 CE108 EROSION CONTROL PLAN STA 456+50 to 462+49 ADD ALTERNATIVE 50 CE109 EROSION CONTROL PLAN STA 462+49 to 470+29 ADD ALTERNATIVE 51 CE110 EROSION CONTROL PLAN STA 470+29 to 478+25 ADD ALTERNATIVE

SHEET LIST TABLE

SEQUENCE
NUMBER
SHEET
NUMBER

SHEET TITLE

LANDSCAPE
52 L-101 LANDSCAPE AND SITE FURNISHING PLANS
53 L-102 LANDSCAPE AND SITE FURNISHING PLANS
54 L-103 LANDSCAPE AND SITE FURNISHING PLANS
55 L-104 LANDSCAPE AND SITE FURNISHING PLANS
56 L-201 PLANTING DETAILS
57 L-301 FURNISHING DETAILS
58 L-302 FURNISHING DETAILS

STRUCTURAL
59 S-001 STRUCTURAL GENERAL NOTES
60 S-002 STRUCTURAL ABBREVIATIONS AND SYMBOLS
61 S-101 NORGARD LANE BRIDGE PLAN AND PROFILE - ADD ALTERNATIVE 62 S-102 PLANT ROAD BRIDGE PLAN AND PROFILE - ADD ALTERNATIVE 63 S-103 RETAINING WALL PLAN, PROFILE , AND SECTION
64 S-201 NORGARD LANE BRIDGE ABUTMENT ELEVATIONS - ADD ALTERNATIVE 65 S-202 PLANT ROAD BRIDGE ABUTMENT ELEVATIONS - ADD ALTERNATIVE 66 S-301 RETAINING WALL TYPICAL SECTION
67 S-501 TYPICAL STRUCTURAL DETAILS
68 S-502 STRUCTURAL BRIDGE DETAILS - ADD ALTERNATIVE
69 S-503 CMU WALL DEMOLITION DETAILS

ELECTRICAL
70 E-001 ELECTRICAL SYMBOLS LEGEND, ABBREVIATIONS, AND GENERAL NOTES 71 E-101 TRAIL LIGHTING PLAN 1
72 E-102 TRAIL LIGHTING PLAN 2
73 E-103 TRAIL LIGHTING PLAN 3
74 E-501 ELECTRICAL DETAILS 1
75 E-502 ELECTRICAL DETAILS 2
76 E-601 ELECTRICAL SINGLE LINE DIAGRAM AND SCHEDULES

CROSS SECTIONS
77 C-801 CROSS SECTIONS STA 400+50 TO 404+00
78 C-802 CROSS SECTIONS STA 404+50 TO 408+00
79 C-803 CROSS SECTIONS STA 408+50 TO 412+00
80 C-804 CROSS SECTIONS STA 412+50 TO 416+00
81 C-805 CROSS SECTIONS STA 416+50 TO 420+00
82 C-806 CROSS SECTIONS STA 420+50 TO 424+00
83 C-807 CROSS SECTIONS STA 424+50 TO 428+00
84 C-808 CROSS SECTIONS STA 428+50 TO 432+00
85 C-809 CROSS SECTIONS STA 432+50 TO 436+00
86 C-810 CROSS SECTIONS STA 436+50 TO 440+00
87 C-811 CROSS SECTIONS STA 440+50 TO 444+00
88 C-812 CROSS SECTIONS STA 444+50 TO 448+00
89 C-813 CROSS SECTIONS STA 448+50 TO 452+00
90 C-814 CROSS SECTIONS STA 452+50 TO 456+00
91 C-815 CROSS SECTIONS STA 456+50 TO 460+00 ADD ALTERNATIVE 92 C-816 CROSS SECTIONS STA 460+50 TO 464+00 ADD ALTERNATIVE 93 C-817 CROSS SECTIONS STA 464+50 TO 468+00 ADD ALTERNATIVE 94 C-818 CROSS SECTIONS STA 468+50 TO 472+00 ADD ALTERNATIVE 95 C-819 CROSS SECTIONS STA 472+50 TO 476+00 ADD ALTERNATIVE 96 C-820 CROSS SECTIONS STA 476+50 TO 480+00 ADD ALTERNATIVE

GRD
HORZ
HWY
INV
JCT
LS
LAT
LT
(L)
IP
GV
HB

JUNCTION

LATERAL
LEFT
LEFT

LIFT STATION

HIGHWAY
INVERT

IRON PIPE
GROUND

HOSE BIBB

GATE VALVE

HORIZONTAL

CONTACT ENGINEER FOR
NOTE:

WD
YD
XING
W/
VERT
V
W
WIDE

CROSSING
YARD

VERTICAL

VOLT(S)
WITH
WATER
L

CL, C CENTERLINE

EA EACH
ENGR
ELEC
FL, F

EL/ELEV
GALV
FH
G
GAL
FTG
GR
FT
FP
FS
FLR
FIN
EW
FF
EP
EQ
ER
EF

FIRE HYDRANT

FOOT OR FEET

FIRE PROTECTION

FINISHED SURFACE
GALLON

GAS LINE

FOOTING
GRADE

GALVANIZED
FLOOR

L FLOW LINE

ELECTRIC

ENGINEER

EACH WAY

FINISH FLOOR
FINISH
EQUAL

ELEVATION

EDGE ROAD

EDGE PAVING

EACH FACE
CMP
CMU
CONT
CONC
CONT'D
COORD
DIA, Ø
DWG
DR
DW
E
(E)
d
DTL
DF
DI
CU
CV
COR
CO
CLR

PENNY (NAIL SIZE)

DROP (DRAINAGE) INLET

DOMESTIC WATER LINE
DRIVE

DRAWING

EXISTING
EAST

DIAMETER
DETAIL

DOUGLAS FIR

CLEAR, CLEARANCE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CONTINUOUS

CONTINUED

COORDINATE
CUBIC

CHECK VALVE
CORNER

CLEANOUT

CONCRETE
ARV
AGG
ASS'Y.

AWWA
BLVD
BLDG
BOT
@
BO
CI
C
BFP
BM
BAVE
AC
AB
AB
AT

BACK FLOW PREVENTER
BORING

BOULEVARD

BLOW OFF
BOTTOM

CAST IRON

CONDUIT

BUILDING

BENCH MARK

ASPHALT CONCRETE

AGGREGATE BASE

AIR-VACUUM RELEASE VALVE

AMERICAN WATER

WORKS ASSOCIATION

AGGREGATE

ASSEMBLY
AVENUE

ANCHOR BOLT

SCH, SCHEDULE

SANITARY SEWER

STAINLESS STEEL

STORM DRAIN MANHOLE

UNIFORM BUILDING CODE

TEST PIT

UNLESS OTHERWISE NOTED
TS
TW
TWLT
UBC
UNO
TC
TG
THK
TP
T, TEL

TOP OF SLAB

TWO WAY LEFT TURN LANE

TOP OF WALK

TOP OF CONCRETE

TELEPHONE

TOP GRATE
THICK
SCHED
SO
SS
STA
S STL
STL
STD
SD
SIM
SHT
SDMH
SOUTH

STATION

STANDARD
STEEL

STORM DRAIN

SIMILAR
SHEET

POUNDS PER SQUARE INCH

PRESSURE TREATED, OR

PRESSURE REDUCING VALVE

POINT OF CONNECTION

REINFORCED CONCRETE PIPE

RELATIVE COMPACTION

ROCK SLOPE PROTECTION

POLYVINYL CHLORIDE

REDUCED PRESSURE

RD ROAD
RW, or R/W
RT
S
RSP
RPP
RDWD
REQ'T
REQ'D

RIGHT-OF-WAY
RIGHT
SLOPE

REDWOOD

REQUIREMENT

REQUIRED
PT
PVC
RC
RCP
(R)
POC
PLWD
PP
PRV
PSI
RIGHT

PLYWOOD

POWER POLE

NOT IN CONTRACT
(N) NEW
OPNG
PL
PLCS
P/L, P
NIC
NO
O.C.

NTS

OPENING
PLACES

PROPERTY LINE
PLATE
NUMBER

ON CENTER

NOT TO SCALE
MH
MIN
MISC
N
MG
M
MFR
MAX

MAN HOLE

MINIMUM

MISCELLANEOUS

MILLION GALLON
NORTH

MANUFACTURER

MAXIMUM
METER
NEW

STORM DRAINAGE INLET
/CATCH BASIN

UTILITY POLE
GUY

PEDESTRAIN LEVEL LIGHT

LED COBRA HEAD LIGHT

UTILITY VAULT / CABINET

UTILITY BOX / PULL BOX

TELEPHONE PEDESTAL

FIBER OPTIC
MARKER

RAILROAD SWITCH

RAILROAD CROSSING ARM

RAILROAD CROSSING POST

PEDESTRIAN BEACON
GENERAL:

CENTERLINE

DIAMETER

APPROXIMATE
DELTA
TOPOGRAPHIC:

EXISTING
UTILITY (CONTINUED):

EXISTING NEW
Ø
±

BC BOTTOM OF CURB, BEGIN CURVE

BVC BEGIN VERTICAL CURVE

PCC PORTLAND

EC END CURVE

EVC END VERTICAL CURVE
ABBREVIATIONS NOT LISTED.

PRINCIPAL

GB GRADE BREAK

NS NON SHRINK

RRSPK RAILROAD SPIKE
C.I.P. CAST IN PLACE

ARI AGENCY RETAINED ITEMS

SB SETBACK

OHE OVERHEAD ELECTRICAL

T TANGENT

PLTR PLANTER

TR TRASH RECEPTACLE

X-WALK CROSSWALK

SHEET WHERE SECTION OR DETAIL
OCCURS

LETTER INDICATES SECTION, NUMBER

INDICATES DETAIL

CONCRETE CEMENT

LEGEND ABBREVIATIONS
L

BCR BEGIN CURB RETURN

ECR END CURB RETURN

ETW EDGE OF TRAVELED WAY

ES EDGE OF SHOULDER

TW TOP OF WALK

HMA HOT MIX ASPHALT

TYP TYPICAL

MSE MECHANICALLY STABILIZED EARTH

HMA-CO '' '' '' (COLORIZED

OPEN GRADED-WMA)

WMA WARM MIX ASPHALT

SURVEY - FOUND MONUMENT

SURVEY CONTROL POINT - SET

SURVEY CONTROL POINT - FOUND

PROPERTY LINE (APPROXIMATE)

RIGHT OF WAY (APPROXIMATE)

LIMITS OF CONSTRUCTION IN GRTA ROW,

MINIMUM SETBACK FROM CL

DRAINAGE SWALE, CREEK,

OR DITCH

CONTOUR LINE

LIMITS OF EARTHWORK CUT

LIMITS OF EARTHWORK FILL

STORM DRAIN/CULVERT
FENCE

RAILROAD TRACKS

BUILDING OUTLINE

PLANTER

TREE / VEGETATION

TREE TO REMAIN, TO BE PROTECTED

TREE TO BE REMOVED

POLE (UTILITY)
POST

SIGN (SINGLE POST)

FLOW DIRECTION

IE INVERT ELEVATION

L LENGTH

R, RAD RADIUS

LF LINEAL FEET

ROW RIGHT OF WAY

OG ORIGINAL GROUND
OR

FG FINISH GRADE

HDPE HIGH DENSITY POLYETHYLENE PIPE

HYD HYDRANT

JP JUNCTION UTILITY POLE

PC POINT OF CURVE

PE POLYETHYLENE

POINT OF TANGENT BEGINNING

RR RAILROAD

SAT SATURATED

SF SQUARE FEET

SQ SQUARE

T&G TONGUE AND GROOVE

WQDB WATER QUALITY

DETENTION BASIN
1 C501
NEW
TOPOGRAPHIC (CONTINUED):

EXISTING

ASPHALT CONCRETE

DRIVEWAY

CONCRETE SLAB

DETECTABLE WARNING SURFACE

AGGREGATE BASE SHOULDER

RIPARIAN HABITAT

WETLAND
WATERS

SILT FENCE PER CALTRANS BMP FACT
SHEET SC-1

PLACE FIBER ROLLS FOR SLOPE

PROTECTION DURING CONSTRUCTION PER
CALTRANS BMP FACT SHEET SC-5

STORM DRAIN INLET PROTECTION PER
CALTRANS FACT SHEET SC-6

JUTE BLANKET PER CALTRANS BMP FACT
SHEET SS-7

TREE PROTECTION FENCING, SEE

LANDSCAPE PLAN FOR NOTES

ESA WETLAND PROTECTION FENCING
D
w

SANITARY SEWER
WATER
GAS

OVERHEAD ELECTRICAL

UNDERGROUND

ELECTRICAL CONDUIT

UNDERGROUND

FIBER OPTIC CABLE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

TELECOM MANHOLE

ELECTRICAL METER

FIRE HYDRANT

WATER VALVE

WATER METER

GAS METER

GAS VALVE
UTILITY: EXISTING NEW
OR

INDICATES DIRECTION OR FLOW
NWP Co NORTHWESTERN PACIFIC RAILROAD COMPANY

SDJB STORM DRAIN JUNCTION BOX

BMP BEST MANAGEMENT PRACTICE

FG AT DESIGN CL

EG AT DESIGN CL
PROFILE LEGEND:

EG EXISTING GRADE

GUT GUTTER

TOC TOP OF CURB

VAR VARIES

FND FOUND

HPGN HIGH PRECISION GEODETIC NETWORK

DEMO DEMOLISH

ROCK SLOPE PROTECTION

AP ANGLE POINT

RETAINING WALL (TRIANGLES ON RETAINED SIDE)

CIL CENTRAL INSTRUMENT HOUSE LOCATION

ST START

GRTA GREAT REDWOOD TRAIL AGENCY
X

MPH MILES PER HOUR

OHW ORDINARY HIGH WATER

DBH DIAMETER AT BREAST HEIGHT

ORDINARY HIGH WATER LINE, APPROXIMATE

CABLE RAILING AT WALLS

LEGEND & ABBREVIATIONS
NO SCALE G-003 3
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
Project
Client
Plot Date: 21 December 2022 - 6:11 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\GN\C3D\sheets\12557341-GHD-0000-NOT-GN-D003.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

LEGEND & ABBREVIATIONS
NO SCALE G-003 3
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022

CONSTRUCTION NOTES
NO SCALE G-004 4
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
Project
Client
Plot Date: 21 December 2022 - 6:11 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\GN\C3D\sheets\12557341-GHD-0000-NOT-GN-D003.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

CONSTRUCTION NOTES
NO SCALE G-004 4
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
TRAFFIC CONTROL NOTES:

1. ALL PERMANENT AND TEMPORARY ROADSIDE SIGNS SHALL BE PLACED IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CONTRACTOR SHALL USE THE CA MUTCD FOR TRAFFIC CONTROL. SEE SPECIAL PROVISIONS FOR OTHER TRAFFIC CONTROL REQUIREMENTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING A TRAFFIC CONTROL PLAN IN

ACCORDANCE WITH THE PROJECT PLANS, THE CONTRACTOR'S SEQUENCING PLAN, CA MUTCD, AND THE PROJECT SPECIAL PROVISIONS.

3. CONTRACTOR TO COORDINATE TEMPORARY TRAFFIC CONTROL WITH THE CITY.

4. CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN ACCESS DURING CONSTRUCTION.

GRADING NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS

RESPONSIBLE FOR ESTABLISHING RIGHT-OF-WAY LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE FOR STAKING BY A CALIFORNIA LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY ENGINEER FOR CONFORMANCE TO DESIGN PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. ADEQUATE SHORING

BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING ALL PHASES OF CONSTRUCTION.

4. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY CONSTRUCTION OR

EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH AND RETURNED TO ORIGINAL EXISTING CONDITIONS.

UTILITY NOTES:

1. THE LOCATION OF UTILITIES SHOWN IN THE PLANS IS APPROXIMATE AND IS ONLY SHOWN TO ASSIST THE CONTRACTOR IN COMPLETING THE WORK. THE CONTRACTOR SHALL VERIFY ALL UTILITIES WITH OWNERS PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES THROUGH THE NEGLIGENCE OF THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

2. IF ANY WORK IS IN CLOSE PROXIMITY TO EXISTING UTILITIES AND COORDINATION IS REQUESTED BY THE

UTILITY COMPANY, THE CONTRACTOR SHALL COORDINATE UTILITY WORK WITH THE RESPONSIBLE UTILITY COMPANY (UTILITY OWNER).

3. THE ACTUAL LOCATION OF EXISTING UTILITIES MAY VARY FROM THAT SHOWN ON THE PLANS. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL POTHOLE AND LOCATE ALL

EXISTING UTILITIES VARIATIONS IN LOCATION AND DEPTH SHALL BE BROUGHT TO THE ATTENTION OF THE

OWNER AND CITY IMMEDIATELY SO THAT THE LOCATION OF UTILITIES MAY BE CHECKED WITH THE PROPOSED DESIGN. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) NORTH A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION. DIAL (TOLL FREE) 1-800-642-2444 OR 811.

ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

4. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE UTILITIES UNLESS OTHERWISE INDICATED.

5. CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THE VICINITY OF OVERHEAD ELECTRIC TRANSMISSION LINES.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE AWARE OF, AND OBSERVE, THE MINIMUM CLEARANCES

FOR WORKERS AND EQUIPMENT OPERATING NEAR HIGH VOLTAGE ELECTRIC LINES AS SET OUT IN THE HIGH

VOLTAGE SAFETY ORDERS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AS WELL AS OTHER APPLICABLE SAFETY REGULATIONS.

GENERAL NOTES:

1. THE CONTRACTOR SHALL READ AND MAKE CAREFUL EXAMINATION OF THE PLANS, SPECIFICATIONS, QUANTITIES

AND MATERIAL ESTIMATES AND VISIT THE SITE OF THE PROPOSED CONSTRUCTION TO BECOME FAMILIAR WITH THE SITE CONDITIONS AND LIMITATIONS BEFORE MAKING A BID. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ERRORS RESULTING FROM THE FAILURE TO MAKE SUCH AN EXAMINATION. ANY INFORMATION

DERIVED FROM THE MAPS, PLANS, SPECIFICATIONS, PROFILES, DRAWINGS OR FROM THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FROM ANY RISK OR FROM FULFILLING THE TERMS OF THE CONTRACT.

2. ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION 2018 STANDARD

SPECIFICATIONS, CITY OF UKIAH STANDARD DRAWINGS, THE PROJECT PLANS, AND THE PROJECT SPECIAL PROVISIONS UNLESS OTHERWISE NOTED.

3. THE CONTRACTOR SHALL PROVIDE, PROCURE AND PAY FOR ALL PERMITS REQUIRED TO CARRY ON AND COMPLETE THE WORK. THESE INCLUDE, BUT ARE NOT LIMITED TO, A CITY OF UKIAH ENCROACHMENT PERMIT (WAIVED), COUNTY OF MENDOCINO ENCROACHMENT PERMIT, RIGHT OF ENTRY PERMIT BY GRTA, CURRENT BUSINESS LICENSE, VALID AND PROPER CONTRACTOR'S LICENSE. ENCROACHMENT PERMITS MUST BE LOCATED ON THE JOB SITE DURING WHICH TIME CONTRACTOR IS WORKING THERE.

4. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) NORTH A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION. DIAL (TOLL FREE) 1-800-642-2444 OR 811.

5. CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE NEW AND OF A QUALITY EQUAL TO THAT SPECIFIED OR APPROVED. WORK SHALL BE DONE AND COMPLETED IN A THOROUGH AND WORKMANLIKE MANNER.

6. WHENEVER ANY MATERIAL OR EQUIPMENT IS INDICATED OR SPECIFIED BY PATENT OR PROPRIETARY NAME OR

BY THE NAME OF THE MANUFACTURER, SUCH SPECIFICATION SHALL BE CONSIDERED AS USED FOR DESCRIBING THE MATERIAL OR EQUIPMENT DESIRED AND SHALL BE CONSIDERED AS FOLLOWED BY THE WORDS "OR APPROVED EQUAL". THE CONTRACTOR MAY OFFER ANY MATERIAL OR EQUIPMENT WHICH SHALL BE EQUAL IN EVERY RESPECT TO THAT SPECIFIED; PROVIDED THAT WRITTEN APPROVAL FIRST IS OBTAINED FROM THE CITY ENGINEER.

7. MATERIALS SHALL BE SO STORED TO ENSURE THE PRESERVATION OF THEIR QUALITY AND FITNESS FOR THE WORK. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR (UNLESS OTHERWISE NOTED). THEY SHALL BE SO LOCATED AND DISPOSED THAT PROMPT AND PROPER INSPECTION THEREOF MAY BE MADE.

8. THE CITY SHALL HAVE THE RIGHT TO TAKE POSSESSION OF AND USE ANY COMPLETED OR PARTIALLY

COMPLETED PORTIONS OF THE WORK, NOT WITHSTANDING THE TIME FOR COMPLETING THE ENTIRE WORK OR SUCH PORTIONS WHICH MAY NOT HAVE EXPIRED; BUT SUCH TAKING OF POSSESSION AND USE SHALL NOT BE

DEEMED AN ACCEPTANCE OF ANY WORK NOT COMPLETED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF SUCH PRIOR USE INCREASES THE COST OF OR DELAYS THE WORK, THE CONTRACTOR SHALL BE ENTITLED TO SUCH COMPENSATION, OR EXTENSION OF TIME OR BOTH, AS THE ENGINEER MAY DETERMINE.

9. PROJECT REQUIRES A CLASS A GENERAL ENGINEERING CONTRACTOR'S LICENSE IN THE STATE OF CALIFORNIA.

10. QUANTITIES OF ITEMS, LENGTH OF PROJECT, AND SITE CONDITIONS SHOWN IN THE PLANS ARE APPROXIMATE.

11. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, GHD INC., THE GRTA, AND THEIR

REPRESENTATIVES HARMLESS FROM ANY AND ALL LIABILITY, REAL AND/OR ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT.

12. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING STRUCTURES, ROADS, AND UTILITIES DURING CONSTRUCTION REGARDLESS WHETHER IN CITY, PRIVATE, OR GRTA PROPERTY. ALL DAMAGE SHALL SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE.

13. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, DISTANCES, AND FEATURES THAT MAY AFFECT THE WORK. SHOULD EXISTING CONDITIONS DIFFER FROM THOSE SHOWN OR INDICATED, OR IF IT APPEARS THAT

THESE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS DO NOT ADEQUATELY DETAIL THE WORK TO BE DONE, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONTINUING WITH ANY RELATED WORK. NO

ALLOWANCE WILL BE MADE ON HIS BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE.

14. A SET OF APPROVED CONSTRUCTION DRAWINGS AND SPECIAL PROVISIONS SHALL BE KEPT AT ALL TIMES AT THE

JOB SITE ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING ALL EXISTING UTILITIES, ARE TO BE

RECORDED AND/OR CORRECTED DAILY BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER WHEN THE WORK TO BE DONE IS COMPLETED.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT TEMPORARY BARRIERS TO PROVIDE FOR THE SAFETY OF THE PUBLIC TO THE SATISFACTION OF THE ENGINEER.

16. SHOULD GRADING OPERATIONS ENCOUNTER HAZARDOUS MATERIALS, OR WHAT APPEAR TO BE HAZARDOUS MATERIALS, STOP WORK IN THE AFFECTED AREA IMMEDIATELY AND CONTACT 911 (OR THE APPROPRIATE AGENCY) AND CITY FOR FURTHER INSTRUCTION.

17. CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS IN ADVANCE OF COMMENCEMENT OF ANY PART

OF THE WORK AND SHALL COORDINATE CONSTRUCTION SCHEDULE WITH CITY OF UKIAH AND GRTA REPRESENTATIVE TO MINIMIZE IMPACT TO RESIDENTS AND ADJACENT LANDOWNERS.

18. UNSUITABLE EXCAVATED MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A MANNER CONSISTENT WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL ASSUME

FULL RESPONSIBILITY AND EXPENSE FOR PROPER DISPOSAL OF UNSUITABLE MATERIALS TAKEN FROM SITE AND

PROVIDE WRITTEN DOCUMENTATION OF PERMISSION AND ENVIRONMENTAL DOCUMENTATION FOR USE OF ANY DISPOSAL SITE AS REQUESTED BY THE ENGINEER.

19. THE DESIGN FEATURES INCLUDING HORIZONTAL AND VERTICAL ALIGNMENTS, TYPICAL SECTIONS, APPROACHES,

AND OTHER DESIGN DETAILS SHOWN ON THESE DESIGN PLANS SHALL NOT BE ALTERED OR MODIFIED IN ANY

WAY DURING CONSTRUCTION WITHOUT THE EXPRESSED, WRITTEN DIRECTION AND APPROVAL OF THE ENGINEER AND/OR CONTRACTING OFFICER.

20. NO WORK SHALL BE PERFORMED OUTSIDE OF THE DESIGNATED CONSTRUCTION LIMITS WITHOUT THE APPROVAL OF THE CITY.

21. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPROVED STAGING AREAS WITH THE CITY OF UKIAH CITY ENGINEER AND THE GRTA.

22. NEW STRIPING AND MARKINGS SHALL BE THERMOPLASTIC PER SECTION 84 OF THE 2018 CALTRANS STANDARD SPECIFICATIONS.

23. ALL WORK WITHIN GRTA ROW SHALL CONFORM TO GRTA BMP'S AND GRTA'S RIGHT OF ENTRY PERMIT. NO HEAVY EQUIPMENT SHALL BE OPERATED WITHIN 8 FEET OF THE TRACK END OF TIES.

1. THE CURB RAMP STANDARDS DEPICTED HERE MAY NOT BE APPROPRIATE FOR ALL LOCATIONS. FIELD CONDITIONS AT INDIVIDUAL LOCATIONS MAY REQUIRE SPECIFIC DESIGNS. DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) 2018 STANDARD PLANS AND /OR CITY OF UKIAH STANDARD PLANS TO THE MAXIMUM EXTENT FEASIBLE.

2. SIDEWALK THICKNESS SHALL BE 4" MINIMUM, RAMP THICKNESS SHALL BE 4" MINIMUM OVER 3" AGGREGATE BASE.

3. TRANSITIONS FROM RAMPS AND LANDINGS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES NOT EXCEEDING 1/4" VERTICAL.

4. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5% WITHIN 4'-0" OF THE TOP AND BOTTOM OF THE CURB RAMP.

5. C0NTRACTOR TO PROVIDE 0.3' AC EDGE PATCH AROUND CURB AND/OR CURB AND GUTTER LINE, AS REQUIRED IN FIELD

6. A 6" HIGH WARNING CURB IS REQUIRED PER CBC 1133B.8.1 WHENEVER THERE IS AN ABRUPT CHANGE IN GRADE ELEVATION OFF THE EDGE OF A WALKING SURFACE THAT EXCEEDS 4" VERTICAL.

7. CONTRACTOR SHALL PROVIDE CONTINUOUS PATH OF TRAVEL AT ALL TIMES. A CONTINUOUS PATH OF TRAVEL SHALL BE 48 INCHES MINIMUM UNOBSTRUCTED WIDTH WITH RIGID SURFACE MATERIALS AT CROSS SLOPES OF 2% MAXIMUM AND A RUNNING SLOPE OF 5% MAXIMUM IN THE DIRECTION OF TRAVEL OR 8.33% MAXIMUM FOR RAMP. PLASTIC MESH FENCING

SHALL BE INSTALLED ADJACENT TO THE TEMPORARY PEDESTRIAN RAMP TO PROVIDE VISUAL WARNING AND CONTROL FOR PEDESTRIANS. THE PLASTIC MESH SHALL BE 4 FOOT HIGH MINIMUM IN SAFETY ORANGE COLOR AND SECURELY

WIRE TIED TO TYPE II BARRICADES OR EQUAL BARRICADES SHALL BE PROPERLY SPACED AND ADEQUATELY WEIGHTED WITH SAND BAGS OR APPROVED EQUAL TO ENSURE MESH REMAINS VERTICAL AND AT PROPER HEIGHT AT ALL TIMES.

8. WHEN AN EXISTING PATH OF TRAVEL IS TO BE BLOCKED OR REMOVED, THE CONTRACTOR SHALL SUBMIT AN ACCESS PLAN FOR CITY APPROVAL. NO WORK SHALL COMMENCE UNTIL AN APPROVED ACCESS PLAN HAS BEEN OBTAINED FROM THE CITY. THE ACCESS PLAN SHALL CONSIST OF TEMPORARY RAMPS OR AN APPROVED EQUAL.

9. IF THE CONSTRUCTION WORK AREA IS WITHIN AN EXISTING FACILITY (E.G. BUS STOPS, CROSSWALKS, ETC.), CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCE NOTICE TO OWNERS OF THE FACILITY INDICATING THE AFFECTED LOCATION AND DURATION OF WORK. NO TWO FACILITIES OR PROGRAMS IN SEQUENCE SHALL BE BLOCKED OR CLOSED FOR PUBLIC USE.

10. PAYMENT FOR PROVIDING A CONTINUOUS PATH OF TRAVEL SHALL BE CONSIDERED AS INCLUDED IN VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT SHALL BE MADE. PROVISIONS FOR CONTINUOUS

PATH OF TRAVEL SHALL INCLUDE INSTALLATION AND MAINTENANCE OF TEMPORARY RAMPS, POTHOLING

OF UTILITIES, RESTORATION OF EXISTING STREET IMPROVEMENTS, COORDINATION OF WORK, TRAFFIC CONTROLS AND ALL ASSOCIATED WORK NEEDED TO COMPLETE THIS REQUIREMENT. HOWEVER, THE

CONTRACTOR WILL BE ENTITLED FOR ADDITIONAL WORKING DAYS TO THE CONTRACT PERIOD FOR RIGHT-OF-WAY DELAYS AT NO FAULT BY THE CONTRACTOR.

TEMPORARY PEDESTRIAN ACCESS NOTES: APPLICABLE CODES:

CITY OF UKIAH STANDARD PLANS
2018 STANDARD SPECIFICATIONS AND STANDARD PLANS

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION
2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC

CONTROL (CA MUTCD LATEST EDITION)
2018 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND

STREETS MANUAL
2018 CALIFORNIA BUILDING CODE (CBC)

CALIFORNIA CODE OF REGULATIONS
(CCR) TITLE 24, PART 2
2018 CALIFORNIA ELECTRICAL CODE (CEC)

CALIFORNIA CODE OF REGULATIONS
(CCR) TITLE 24, PART 3
2010 AMERICANS WITH DISABILITIES ACT (ADA)

STANDARDS FOR ACCESSIBLE DESIGN (ADAS)

GEOTECHNICAL REPORT, GREAT REDWOOD TRAIL PHASE
4, CRAWFORD & ASSOCIATES, INC. SEPTEMBER 2022
PROJECT SCOPE:
* CONSTRUCT AN ACCESSIBLE CALTRANS CLASS I MULTI-USE PATH WITHIN THE RAILROAD RIGHT OF WAY. * THE PATH EXTENDS FROM COMMERCE DRIVE SOUTH TO PLANT ROAD, ALONG THE EAST SIDE OF THE EXISTING RAIL ROAD TRACKS.
* ACCESSIBILITY IMPROVEMENTS INCLUDE NEW ACCESSIBLE RAMPS AT EACH STREET CROSSING, WITH THE APPROPRIATE CROSSWALK MARKINGS.

GOVERNING ANGENCIES:

CITY OF UKIAH
300 SEMINARY AVE
UKIAH, CA 95482
(707) 463-6200

MENDOCINO COUNTY
860 NORTH BUSH STREET
UKIAH, CA 95482
(707) 234-6650

CALTRANS
DIVISION OF LOCAL ASSISTANCE, DISTRICT 1
PO BOX 3700
EUREKA. CA 95502
(707) 441-3977

NORTH COAST REGIONAL WATER QUALITY CONTROL BOARD
5550 SKYLANE BLVD SUITE A
SANTA ROSA CA 95403-1072
(707) 576-2220
CALIFORNIA DEPT. OF FISH AND WILDLIFE

NORTHERN REGION
619 SECOND STREET
EUREKA, CA 95501
(707) 445-6493

432+00 433+00 434+00 435+00 436+00 437+00 438+00 439+00 440+00 441+00 442+00 443+00 444+00
445+00 446+00 447+00 448+00 449+00 450+00
451+00
452+00 453+00 454+00 455+00 "T" LINE 456+00NORGARD LN

AIRPORT PARK BLVD
N
HWY 101 SOUTH
HWY 101 NORTH
C409
C410
L407
C415
C416
L410
C417
C418 L411 C419
C420
L412
C421
C422 L413 C423
C424
L414
C425
C426 L415 C427
C428
L416
C429
C430 L417 C431 L418 C432
L419
C433
L420
C434
C435
L421
C411 C412
L408
C413
C414 L409 AIRPORT BLVD
WINERY
407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 425+00 426+00 427+00
428+00
429+00
430+00
431+00
N
"T" LINE
L402 C401
C402 L403 C403
C404
L404
C405
C406
L405
C407
C408
L406
400+00 401+00 402+00 403+00 404+00 405+00 406+00
"T" LINE COMMERCE DRIVE
N
STA 400+00, 0.00'
N: 2176582.3922
E: 6221216.3334
L400 C400 L401
LINE AND CURVE TABLE "T" LINE
NUMBER
L400
C400
L401
C401
L402
C402
L403
C403
C404
L404
C405
C406
L405
C407
ST
END
BC
MP
EC
ST
END
BC
MP
EC
ST
END
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC

STATION
400+00.00
400+35.09
400+35.09
400+84.52
401+33.87
401+33.87
417+08.10
417+08.10
417+09.86
417+11.62
417+11.62
419+63.37
419+63.37
419+65.13
419+66.88
419+66.88
423+60.31
423+60.31
425+71.62
427+81.14
427+81.14
428+10.93
428+40.70
428+40.70
428+86.09
428+86.09
428+96.58
429+06.86
429+06.86
429+17.14
429+27.21
429+27.21
429+47.21
429+47.21
429+53.52
429+59.79

NORTHING
2176582.392
2176547.306
2176547.306
2176497.873
2176448.653
2176448.653
2174881.255
2174881.255
2174879.503
2174877.758
2174877.758
2174628.211
2174628.211
2174626.469
2174624.719
2174624.719
2174232.999
2174232.999
2174022.615
2173821.902
2173821.902
2173793.601
2173765.979
2173765.979
2173723.898
2173723.898
2173714.172
2173703.690
2173703.690
2173693.423
2173683.871
2173683.871
2173665.277
2173665.277
2173659.408
2173654.152

EASTING
6221216.333
6221216.137
6221216.137
6221215.860
6221220.460
6221220.460
6221366.951
6221366.951
6221367.115
6221367.347
6221367.347
6221400.555
6221400.555
6221400.787
6221400.951
6221400.951
6221437.581
6221437.581
6221457.255
6221523.306
6221523.306
6221532.619
6221543.784
6221543.784
6221560.792
6221560.792
6221564.723
6221565.120
6221565.120
6221565.510
6221569.293
6221569.293
6221576.657
6221576.657
6221578.982
6221582.476
RADII
-
-
- 1000.00
-
-
-
- 90.00
-
-
-
- 90.00
-
-
-
- 1873.00
-
- 900.00
-
-
-
- 60.00
-
- 60.00
-
-
-
- 60.00
-

BEARING
S0°19'15"W STRAIGHT
S0°19'15"W ARC
S5°20'22"E ARC
S5°20'22"E STRAIGHT
S5°20'22"E ARC
S7°34'48"E ARC
S7°34'48"E STRAIGHT
S7°34'48"E ARC
S5°20'32"E ARC
S5°20'32"E STRAIGHT
S5°20'32"E ARC
S18°12'56"E ARC
S18°12'56"E ARC
S22°00'27"E ARC
S22°00'27"E STRAIGHT
S22°00'27"E ARC
S2°10'23"E ARC
S2°10'23"E ARC
S21°36'22"E ARC
S21°36'22"E STRAIGHT
S21°36'22"E ARC
S33°37'01"E ARC

TANGENT
-
-
- 98.75
-
-
-
- 3.52
-
-
-
- 3.51
-
-
-
- 419.94
-
- 59.55
-
-
-
- 20.67
-
- 20.25
-
-
-
- 12.55
-

DEF ANGLE
-
-
- 5°39'36"
-
-
-
- 2°14'26"
-
-
-
- 2°14'16"
-
-
-
- 12°52'23"
-
- 3°47'31"
-
-
-
- 19°50'04"
-
- 19°25'58"
-
-
-
- 12°00'39"
-

ARC LENGTH
-
-
- 98.79
-
-
-
- 3.52
-
-
-
- 3.52
-
-
-
- 420.82
-
- 59.57
-
-
-
- 20.77
-
- 20.35
-
-
-
- 12.58
-
LINE AND CURVE TABLE "T" LINE
NUMBER
C408
L406
C409
C410
L407
C411
C412
L408
C413
C414
L409
C415
C416
L410
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END

STATION
429+59.79
429+66.50
429+73.16
429+73.16
433+66.72
433+66.72
433+76.30
433+85.80
433+85.80
433+95.34
434+04.81
434+04.81
434+96.75
434+96.75
435+06.29
435+15.76
435+15.76
435+25.30
435+34.76
435+34.76
436+00.00
436+00.00
436+13.57
436+26.93
436+26.93
436+40.50
436+53.87
436+53.87
440+75.30
440+75.30
440+85.08
440+94.78
440+94.78
441+04.56
441+14.26
441+14.26
441+36.77

NORTHING
2173654.152
2173648.561
2173642.287
2173642.287
2173274.492
2173274.492
2173265.545
2173256.081
2173256.081
2173246.651
2173237.733
2173237.733
2173151.791
2173151.791
2173142.873
2173133.443
2173133.443
2173124.013
2173115.095
2173115.095
2173054.113
2173054.113
2173041.430
2173030.731
2173030.731
2173020.032
2173007.349
2173007.349
2172613.396
2172613.396
2172604.255
2172594.582
2172594.582
2172584.908
2172575.768
2172575.768
2172554.731

EASTING
6221582.476
6221586.193
6221588.582
6221588.582
6221728.649
6221728.649
6221732.057
6221733.505
6221733.505
6221734.949
6221738.338
6221738.338
6221770.994
6221770.994
6221774.382
6221775.826
6221775.826
6221777.269
6221780.658
6221780.658
6221803.830
6221803.830
6221808.649
6221816.993
6221816.993
6221825.338
6221830.157
6221830.157
6221979.849
6221979.849
6221983.322
6221984.752
6221984.752
6221986.181
6221989.654
6221989.654
6221997.647
RADII
- 60.00
-
-
-
- 90.00
-
- 90.00
-
-
-
- 90.00
-
- 90.00
-
-
-
- 90.00
-
- 90.00
-
-
-
- 90.00
-
- 90.00
-
-
-

BEARING
S33°37'01"E ARC
S20°50'54"E ARC
S20°50'54"E STRAIGHT
S20°50'54"E ARC
S8°42'15"E ARC
S8°42'15"E ARC
S20°48'20"E ARC
S20°48'20"E STRAIGHT
S20°48'20"E ARC
S8°42'15"E ARC
S8°42'15"E ARC
S20°48'20"E ARC
S20°48'20"E STRAIGHT
S20°48'20"E ARC
S37°57'06"E ARC
S37°57'06"E ARC
S20°48'20"E ARC
S20°48'20"E STRAIGHT
S20°48'20"E ARC
S8°24'15"E ARC
S8°24'15"E ARC
S20°48'20"E ARC
S20°48'20"E STRAIGHT

TANGENT
- 13.34
-
-
-
- 19.04
-
- 18.97
-
-
-
- 18.97
-
- 18.97
-
-
-
- 26.83
-
- 26.83
-
-
-
- 19.44
-
- 19.44
-
-
-

DEF ANGLE
- 12°46'07"
-
-
-
- 12°08'39"
-
- 12°06'05"
-
-
-
- 12°06'05"
-
- 12°06'05"
-
-
-
- 17°08'46"
-
- 17°08'46"
-
-
-
- 12°24'05"
-
- 12°24'05"
-
-
-

ARC LENGTH
- 13.37
-
-
-
- 19.08
-
- 19.01
-
-
-
- 19.01
-
- 19.01
-
-
-
- 26.93
-
- 26.93
-
-
-
- 19.48
-
- 19.48
-
-
-
LINE AND CURVE TABLE "T" LINE
NUMBER
C417
C418
L411
C419
C420
L412
C421
C422
L413
C423
C424
L414
C425
C426
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC

STATION
441+36.77
441+46.54
441+56.25
441+56.25
441+66.02
441+75.73
441+75.73
444+18.72
444+18.72
444+29.76
444+40.55
444+40.55
444+51.59
444+62.39
444+62.39
444+77.89
444+77.89
444+88.93
444+99.73
444+99.73
445+10.77
445+21.57
445+21.57
447+83.71
447+83.71
447+91.84
447+99.91
447+99.91
448+07.64
448+15.33
448+15.33
448+35.33
448+35.33
448+44.09
448+52.80
448+52.80
448+61.16
448+69.48

NORTHING
2172554.731
2172545.590
2172537.409
2172537.409
2172529.228
2172520.087
2172520.087
2172292.942
2172292.942
2172282.621
2172271.580
2172271.580
2172260.539
2172250.218
2172250.218
2172235.728
2172235.728
2172225.407
2172217.158
2172217.158
2172208.909
2172198.588
2172198.588
2171953.536
2171953.536
2171945.943
2171937.957
2171937.957
2171930.362
2171923.117
2171923.117
2171904.360
2171904.360
2171896.140
2171888.662
2171888.662
2171881.524
2171873.704

EASTING
6221997.647
6222001.120
6222006.476
6222006.476
6222011.831
6222015.304
6222015.304
6222101.614
6222101.614
6222105.535
6222105.526
6222105.526
6222105.517
6222109.439
6222109.439
6222114.944
6222114.944
6222118.866
6222126.205
6222126.205
6222133.544
6222137.466
6222137.466
6222230.579
6222230.579
6222233.464
6222234.943
6222234.943
6222236.350
6222239.030
6222239.030
6222245.970
6222245.970
6222249.011
6222253.580
6222253.580
6222257.942
6222260.914
RADII
- 90.00
-
- 90.00
-
-
-
- 60.00
-
- 60.00
-
-
-
- 60.00
-
- 60.00
-
-
-
- 90.00
-
- 90.00
-
-
-
- 90.00
-
- 90.00
-

BEARING
S20°48'20"E ARC
S33°12'25"E ARC
S33°12'25"E ARC
S20°48'20"E ARC
S20°48'20"E STRAIGHT
S20°48'20"E ARC
S0°02'53"W ARC
S0°02'53"W ARC
S20°48'20"E ARC
S20°48'20"E STRAIGHT
S20°48'20"E ARC
S41°39'33"E ARC
S41°39'33"E ARC
S20°48'20"E ARC
S20°48'20"E STRAIGHT
S20°48'20"E ARC
S10°29'31"E ARC
S10°29'31"E ARC
S20°18'11"E ARC
S20°18'11"E STRAIGHT
S20°18'11"E ARC
S31°25'35"E ARC
S31°25'35"E ARC
S20°48'20"E ARC

TANGENT
- 19.44
-
- 19.44
-
-
-
- 21.72
-
- 21.72
-
-
-
- 21.72
-
- 21.72
-
-
-
- 16.18
-
- 15.39
-
-
-
- 17.44
-
- 16.66
-

DEF ANGLE
- 12°24'05"
-
- 12°24'05"
-
-
-
- 20°51'13"
-
- 20°51'13"
-
-
-
- 20°51'13"
-
- 20°51'13"
-
-
-
- 10°18'49"
-
- 9°48'40"
-
-
-
- 11°07'24"
-
- 10°37'15"
-

ARC LENGTH
- 19.48
-
- 19.48
-
-
-
- 21.84
-
- 21.84
-
-
-
- 21.84
-
- 21.84
-
-
-
- 16.20
-
- 15.41
-
-
-
- 17.47
-
- 16.68
-

CONTROL POINT TABLE
Point #
1001
1002
1003
1004
1005
1006
1007
1008
1009
1010
1011
Eastings
2176598.91
2176617.13
2175896.41
2175389.86
2174889.01
2174337.60
2173822.60
2173376.51
2172736.94
2172118.10
2175975.15
Northings
6221293.14
6221112.65
6221202.32
6221249.68
6221297.40
6221348.68
6221432.96
6221644.32
6221796.69
6222072.16
6221303.57
Elevation
604.46
606.80
605.24
604.98
603.54
600.25
594.54
595.17
592.08
586.15
597.33
Description
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL

CONTROL POINT TABLE
Point #
1012
1013
1014
1015
1016
1017
1019
1020
1021
1022
1023
Eastings
2174800.80
2173835.02
2172649.07
2171450.18
2171110.93
2170969.32
2169143.54
2169139.43
2168593.13
2166769.50
2166788.92
Northings
6221434.42
6221563.76
6222013.86
6222444.64
6222386.82
6222603.62
6223321.33
6223192.45
6223529.52
6224153.98
6224193.83
Elevation
592.64
590.74
584.18
584.40
587.24
585.35
579.42
581.14
576.52
574.12
572.44
Description
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
Project
Client
Plot Date: 21 December 2022 - 6:12 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\VS\C3D\sheets\12557341-GHD-0000-CTL-VS-D005.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

SURVEY CONTROL AND

ALIGNMENT DATA
AS SHOWN G-005 5
H. DAAS
H. DAAS
R. MADDOCK
E. FANSELAU SEP 30, 2022 B-B MATCH LINE
B-B

MATCH LINE A-A MATCH LINE A-A MATCH LINE
0 80' 160'
BASIS OF BEARINGS:

THE BASIS OF BEARINGS FOR THIS SURVEY IS CCS ZONE 2, NAD 83 (EPOCH 2010.00) AS DETERMINED BY GPS FAST-STATIC TIES TO CORS STATIONS, DN9089(P334), DK6396(P206), DM7530(P059), DN7378(P319), DN7390(P335), DO7031(CASR), DM6171(P188), DN7384(P329), AND DN5651(P339). ALL DISTANCES ARE GROUND DISTANCES; MULTIPLY BY 0.99989086 TO CONVERT TO GRID DISTANCES.

BENCHMARK:

THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88, DETERMINED BY GPS FAST-STATIC TIES TO THE ABOVE CORS STATIONS. PROJECT BENCH MARK IS A BRASS DISK IN STANDARD WELL MONUMENT AT THE INTERSECTION OF THE CENTER LINES OF FORD STREET AND MYRON STREET.

ELEVATION = 610.92 (NAVD88).

SEE G-006 TABLES FOR MORE SEGMENTS

457+00
458+00 459+00 460+00 461+00 462+00 463+00 464+00 465+00 466+00 467+00 468+00 469+00 470+00 471+00 472+00 473+00 474+00 475+00 476+00 477+00 478+00 479+00 "T" LINE

PLANT ROAD
HWY 101 SOUTH HWY 101 NORTH
N
STA 480+00, 0.00'
N: 2168951.7620
E: 6223361.9116

NORGARD LN
BRIDGE NO. 1 BRIDGE NO. 2
C436
C437
L422
C438 L423
C439
L424
C440
L425
LINE AND CURVE TABLE "T" LINE
NUMBER
L415
C427
C428
L416
C429
C430
L417
C431
L418
C432
L419
C433
L420
C434
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
ST
END
BC
MP
EC
ST
END
BC
MP
EC
ST
END
BC
MP
EC

STATION
448+69.48
450+00.33
450+00.33
450+14.74
450+28.91
450+28.91
450+43.32
450+57.49
450+57.49
450+77.49
450+77.49
450+92.02
451+06.29
451+06.29
451+23.91
451+41.09
451+41.09
452+71.79
452+71.79
452+75.13
452+78.46
452+78.46
454+83.74
454+83.74
454+93.97
455+04.11
455+04.11
455+33.72
455+33.72
455+37.64
455+41.55
455+41.55
455+66.30
455+66.30
455+80.33
455+93.86

NORTHING
2171873.704
2171751.385
2171751.385
2171737.914
2171723.517
2171723.517
2171709.120
2171695.649
2171695.649
2171676.953
2171676.953
2171663.377
2171652.113
2171652.113
2171638.447
2171621.597
2171621.597
2171496.593
2171496.593
2171493.405
2171490.289
2171490.289
2171298.390
2171298.390
2171288.827
2171280.323
2171280.323
2171255.714
2171255.714
2171252.456
2171248.943
2171248.943
2171226.751
2171226.751
2171214.174
2171200.146

EASTING
6222260.914
6222307.391
6222307.391
6222312.510
6222313.167
6222313.167
6222313.823
6222318.942
6222318.942
6222326.046
6222326.046
6222331.205
6222340.371
6222340.371
6222351.492
6222356.639
6222356.639
6222394.822
6222394.822
6222395.796
6222396.980
6222396.980
6222469.891
6222469.891
6222473.524
6222479.211
6222479.211
6222495.669
6222495.669
6222497.847
6222499.584
6222499.584
6222510.551
6222510.551
6222516.767
6222516.761
RADII
-
-
- 90.00
-
- 90.00
-
-
-
- 90.00
-
- 90.00
-
-
-
- 100.00
-
-
-
- 90.00
-
-
-
- 60.00
-
-
-
- 60.00
-

BEARING
S20°48'20"E STRAIGHT
S20°48'20"E ARC
S2°36'38"E ARC
S2°36'38"E ARC
S20°48'20"E ARC
S20°48'20"E STRAIGHT
S20°48'20"E ARC
S39°08'18"E ARC
S39°08'18"E ARC
S16°59'08"E ARC
S16°59'08"E STRAIGHT
S16°59'08"E ARC
S20°48'14"E ARC
S20°48'14"E STRAIGHT
S20°48'14"E ARC
S33°46'25"E ARC
S33°46'25"E STRAIGHT
S33°46'25"E ARC
S26°17'56"E ARC
S26°17'56"E STRAIGHT
S26°17'56"E ARC
S0°01'17"W ARC

TANGENT
-
-
- 28.46
-
- 28.46
-
-
-
- 28.67
-
- 34.58
-
-
-
- 6.66
-
-
-
- 20.33
-
-
-
- 7.82
-
-
-
- 27.32
-

DEF ANGLE
-
-
- 18°11'42"
-
- 18°11'42"
-
-
-
- 18°19'59"
-
- 22°09'11"
-
-
-
- 3°49'06"
-
-
-
- 12°58'11"
-
-
-
- 7°28'29"
-
-
-
- 26°19'13"
-

ARC LENGTH
-
-
- 28.58
-
- 28.58
-
-
-
- 28.80
-
- 34.80
-
-
-
- 6.66
-
-
-
- 20.37
-
-
-
- 7.83
-
-
-
- 27.56
-
LINE AND CURVE TABLE "T" LINE
NUMBER
C435
L421
C436
C437
L422
C438
L423
C439
L424
C440
L425
BC
MP
EC
ST
END
BC
MP
EC
BC
MP
EC
ST
END
BC
MP
EC
ST
END
BC
MP
EC
ST
END
BC
MP
EC
ST
END

STATION
455+93.86
456+04.93
456+15.76
456+15.76
456+56.14
456+56.14
456+62.73
456+68.57
456+68.57
456+76.59
456+83.30
456+83.30
457+42.46
457+42.46
457+51.63
457+60.75
457+60.75
462+06.78
462+06.78
462+10.79
462+14.79
462+14.79
462+51.56
462+51.56
462+55.58
462+59.60
462+59.60
480+00.00

NORTHING
2171200.146
2171189.074
2171178.730
2171178.730
2171141.004
2171141.004
2171134.843
2171132.410
2171132.410
2171129.450
2171121.602
2171121.602
2171063.747
2171063.747
2171054.788
2171046.223
2171046.223
2170629.249
2170629.249
2170625.500
2170621.638
2170621.638
2170586.245
2170586.245
2170582.371
2170578.608
2170578.608
2168951.762

EASTING
6222516.761
6222516.757
6222520.705
6222520.705
6222535.102
6222535.102
6222537.454
6222543.583
6222543.583
6222551.042
6222552.719
6222552.719
6222565.081
6222565.081
6222566.996
6222570.248
6222570.248
6222728.588
6222728.588
6222730.012
6222731.096
6222731.096
6222741.038
6222741.038
6222742.127
6222743.557
6222743.557
6223361.912
RADII
- 60.00
-
-
-
- 15.00
-
- 15.00
-
-
-
- 120.00
-
-
-
- 90.00
-
-
-
- 90.00
-
-
-

BEARING
S0°01'17"W ARC
S20°53'18"E ARC
S20°53'18"E STRAIGHT
S20°53'18"E ARC
S68°21'13"E ARC
S68°21'13"E ARC
S12°03'42"E ARC
S12°03'42"E STRAIGHT
S12°03'42"E ARC
S20°47'37"E ARC
S20°47'37"E STRAIGHT
S20°47'37"E ARC
S15°41'26"E ARC
S15°41'26"E STRAIGHT
S15°41'26"E ARC
S20°48'41"E ARC
S20°48'41"E STRAIGHT

TANGENT
- 21.78
-
-
-
- 12.07
-
- 14.15
-
-
-
- 18.27
-
-
-
- 8.01
-
-
-
- 8.04
-
-
-

DEF ANGLE
- 20°54'35"
-
-
-
- 47°27'55"
-
- 56°17'31"
-
-
-
- 8°43'55"
-
-
-
- 5°06'11"
-
-
-
- 5°07'16"
-
-
-

ARC LENGTH
- 21.90
-
-
-
- 12.43
-
- 14.74
-
-
-
- 18.29
-
-
-
- 8.02
-
-
-
- 8.04
-
-
-

CONTROL POINT TABLE
Point #
1001
1002
1003
1004
1005
1006
1007
1008
1009
1010
1011
Eastings
2176598.91
2176617.13
2175896.41
2175389.86
2174889.01
2174337.60
2173822.60
2173376.51
2172736.94
2172118.10
2175975.15
Northings
6221293.14
6221112.65
6221202.32
6221249.68
6221297.40
6221348.68
6221432.96
6221644.32
6221796.69
6222072.16
6221303.57
Elevation
604.46
606.80
605.24
604.98
603.54
600.25
594.54
595.17
592.08
586.15
597.33
Description
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL

CONTROL POINT TABLE
Point #
1012
1013
1014
1015
1016
1017
1019
1020
1021
1022
1023
Eastings
2174800.80
2173835.02
2172649.07
2171450.18
2171110.93
2170969.32
2169143.54
2169139.43
2168593.13
2166769.50
2166788.92
Northings
6221434.42
6221563.76
6222013.86
6222444.64
6222386.82
6222603.62
6223321.33
6223192.45
6223529.52
6224153.98
6224193.83
Elevation
592.64
590.74
584.18
584.40
587.24
585.35
579.42
581.14
576.52
574.12
572.44
Description
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
Project
Client
Plot Date: 21 December 2022 - 6:12 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\VS\C3D\sheets\12557341-GHD-0000-CTL-VS-D005.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

SURVEY CONTROL AND

ALIGNMENT DATA

ADD ALTERNATIVE
AS SHOWN G-006 6
H. DAAS
H. DAAS
R. MADDOCK
E. FANSELAU SEP 30, 2022
0 80' 160'
BASIS OF BEARINGS:

THE BASIS OF BEARINGS FOR THIS SURVEY IS CCS ZONE 2, NAD 83 (EPOCH 2010.00) AS DETERMINED BY GPS FAST-STATIC TIES TO CORS STATIONS, DN9089(P334), DK6396(P206), DM7530(P059), DN7378(P319), DN7390(P335), DO7031(CASR), DM6171(P188), DN7384(P329), AND DN5651(P339). ALL DISTANCES ARE GROUND DISTANCES; MULTIPLY BY 0.99989086 TO CONVERT TO GRID DISTANCES.

BENCHMARK:

THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88, DETERMINED BY GPS FAST-STATIC TIES TO THE ABOVE CORS STATIONS. PROJECT BENCH MARK IS A BRASS DISK IN STANDARD WELL MONUMENT AT THE INTERSECTION OF THE CENTER LINES OF FORD STREET AND MYRON STREET.

ELEVATION = 610.92 (NAVD88).

2:1
2:1
1 TYPICAL SECTION

NO SCALE
STA 400+31.10 TO STA 423+70
OG

RAIL CL

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES

1.5%
FG
1 2 1
R/W
VARIES
6' TO 10.8' VARIES

15.2' TO 20'

RAIL CL
OG
2 TYPICAL SECTION

NO SCALE
STA 423+70 TO STA 427+80

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES

1.5%
FG

1.5%
1 2 1 GRADE TO DRAIN

GRADE TO DRAIN
3 TYPICAL SECTION

NO SCALE
STA 427+80 TO STA 431+50
20' R/W 6'

1.5%

RAIL CL
OG

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES
2:1

1.5%
FG
1 2
1 1.5%

GRADE TO DRAIN

R/W VARIES
6' TO 6.8'
VARIES

18.9' TO 20'
4 TYPICAL SECTION

NO SCALE
STA 431+50 TO STA 429+70.45

RAIL CL
OG

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES
2:1
2:1

1.5%
FG
1 2 1
VARIES

18.8' TO 18.9'
VARIES

6.7' TO 6.8' R/W
4 4

SHEET KEYNOTES

1. SHOULDER SECTION:

1.00' CLASS 2 AB

2. TRAIL SECTION:

0.25' AC

0.67' CLASS 2 AB

3. PARKING LOT SECTION (ADD ALTERNATIVE):

0.33' AC

0.67'' CLASS 2 AB

4. STRUCTURE FILL

SHEET GENERAL NOTES

1. PROTECT EXISTING RAIL AT ALL TIMES.

2. COMPACT AGGREGATE BASE TO 95% RELATIVE COMPACTION.

3. SCARIFY & RECOMPACT UPPER 8" OF SUBGRADE TO 95% RELATIVE COMPACTION.

4. SIDE SLOPE ARE 2:1 (H:V) MAX.

LEGEND
AC
CLASS 2 AB

STRUCTURE BACKFILL
Project
Client
Plot Date: 21 December 2022 - 6:13 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D001.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TYPICAL SECTIONS - COMMERCE

DR TO AIRPORT RD
NO SCALE C-001 7
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022

2:1
2:1
1 TYPICAL SECTION

NO SCALE
STA 432+68 TO STA 444+13.39
STA 445+25.78 TO STA 451+50
OG

RAIL CL

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES

1.5%
FG
1 2 1
R/W
VARIES
2' TO 11'
VARIES
10' TO 19'

RAIL CL
OG

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES
2:1

1.5%*
FG
1 2 1

1.5%

GRADE TO DRAIN
VARIES

10.2' TO 19'
VARIES
2' TO 10.7' R/W
3 TYPICAL SECTION

NO SCALE
STA 451+50 TO STA 454+20.48
4 TYPICAL SECTION

NO SCALE
STA 454+20.48 TO STA 454+65.48
* NOTE:

SLOPE TRANSITIONS FROM 1.5% LEFT TO 1.5% RIGHT.

TRANSITION STARTS AT STA 453+50 AND ENDS AT STA 454+00

RAIL CL
OG

TRAIL CL
5'
LANE
5'
LANE
2'
SHLDR

EP EP ES

1.5%
FG
2 1
13'
R/W
10'
5 TYPICAL SECTION

NO SCALE
STA 454+65.48 TO STA 456+20.76

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES
2:1

1.5%
FG
1 2 1
2:1
VARIES
-2.5' TO 11' R/W

RAIL CL
OG
VARIES
10' TO 23.6'

RAIL CL
OG

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES

1.5%
FG
1 2
1 VARIES

11.1' TO 19'
VARIES
2' TO 9.8' R/W
2 TYPICAL SECTION

NO SCALE
STA 444+13.39 TO STA 445+25.78

PEDESTRIAN RAILING
4 WIRE MATS, TYP.

H
B=~0.7' - 1.0' H

MECHANICALLY STABILIZED

EARTH WALL

EXCAVATION LIMIT
1 S-301

SHEET KEYNOTES

1. SHOULDER SECTION:

1.00' CLASS 2 AB

2. TRAIL SECTION:

0.25' AC

0.67' CLASS 2 AB

3. PARKING LOT SECTION (ADD ALTERNATIVE):

0.33' AC

0.67'' CLASS 2 AB

4. STRUCTURE FILL

SHEET GENERAL NOTES

1. PROTECT EXISTING RAIL AT ALL TIMES.

2. COMPACT AGGREGATE BASE TO 95% RELATIVE COMPACTION.

3. SCARIFY & RECOMPACT UPPER 8" OF SUBGRADE TO 95% RELATIVE COMPACTION.

4. SIDE SLOPE ARE 2:1 (H:V) MAX.

LEGEND
AC
CLASS 2 AB

STRUCTURE BACKFILL
Project
Client
Plot Date: 7 February 2023 - 9:43 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D001.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TYPICAL SECTIONS - AIRPORT RD

TO NORGARD LN
NO SCALE C-002 8
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
1 PEDESTRIAN RAILING EF EF 2023-02-07

RAIL CL
OG

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES
2:1

1.5% 2:1
FG
1 2 1
VARIES

2.5' TO 11.9' R/W
VARIES

23.5' TO 14.1'
1 TYPICAL SECTION

NO SCALE
STA 456+56.14 TO STA 457+61.83
2 TYPICAL SECTION

NO SCALE
STA 458+06.83 TO STA 461+98

RAIL CL
OG

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES
2:1
2:1

1.5%
FG
1 2 1
VARIES
14' TO 14.1'
VARIES

11.9' TO 12' R/W

RAIL CL
OG

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES
2:1 2:1

1.5%
FG
1 2 1
VARIES
12' TO 16'
VARIES
10' TO 14'
3 TYPICAL SECTION

NO SCALE
STA 461+98 TO STA 466+82
STA 467+32 TO STA 473+70.81
R/W

RAIL CL
OG

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES

1.5%
FG

1.5%
1 2 1
16' R/W 11.5'

GRADE TO DRAIN
4 TYPICAL SECTION

NO SCALE
STA 466+82 TO STA 467+32
5 TYPICAL SECTION

NO SCALE
STA 473+70.81 TO STA 477+07.87
STA 477+37.87 TO STA 477+66.74

RAIL CL
OG

TRAIL CL
2'
SHLDR 5'
LANE
5'
LANE
2'
SHLDR

ES EP EP ES
2:1

1.5%
FG
1 2 1
2:1

6.5'
VARIES

11.2' TO 12.2' R/W 3.5'
4' CHAINLINK FENCE
PER CALTRANS STD. PLAN A85
3 VARIES

3.5' TO 4.1'
SAWCUT

PROTECT EXISTING PAVEMENT IN PLACE VARIES

1.5% TO 3.5%
4 CONFORM TO EXISTING PAVEMENT GRADE

SHEET KEYNOTES

1. SHOULDER SECTION:

1.00' CLASS 2 AB

2. TRAIL SECTION:

0.25' AC

0.67' CLASS 2 AB

3. PARKING LOT SECTION (ADD ALTERNATIVE):

0.33' AC

0.67'' CLASS 2 AB

4. STRUCTURE FILL

SHEET GENERAL NOTES

1. PROTECT EXISTING RAIL AT ALL TIMES.

2. COMPACT AGGREGATE BASE TO 95% RELATIVE COMPACTION.

3. SCARIFY & RECOMPACT UPPER 8" OF SUBGRADE TO 95% RELATIVE COMPACTION.

4. SIDE SLOPE ARE 2:1 (H:V) MAX.

LEGEND
AC
CLASS 2 AB

STRUCTURE BACKFILL
Project
Client
Plot Date: 21 December 2022 - 6:13 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D001.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TYPICAL SECTIONS - NORGARD

LN TO PLANT RD

ADD ALTERNATIVE
NO SCALE C-003 9
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022

D
D STOP
600
600
600
605
605
605
605
605
605
605
605 605
605
605
605FO 604
604
606
599
600
601
602
603
604
605
605
605
604
603
604
606
607
606
604
603
603
604
604
603
602
601
605
400+00
401+00
402+00 403+00 404+00

COMMERCE DR
R/W
R/W

R/W R/W

R/W R/W

REMOVE CIL

GRADING LIMITS (TYP)

RAIL CL
"T" LINE

REMOVE METER

REMOVE CONCRETE SLAB

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
STA 400+31.10, 0.00'

BEGIN BASE BID

CONFORM TO (E) SIDEWALK
BC: 400+35.09
EC: 401+33.87
S0°19'15"W

35.09 S5°20'22"E
1574.23 R1000.00

98.79 SEE LANDSCAPE PLANS STA 401+97.19, 10.31' L

BEGIN MODULAR RETAINING WALL
STA 402+25.84, 10.31' L

END MODULAR RETAINING WALL
2 C-503

WATER TANK
STA 402+00.65, 11.31' L

BEGIN WATER TANK GRADING
STA 402+22.65, 11.31' L

END WATER TANK GRADING
STA 404+39, 9.00' L

BEGIN WATER TANK GRADING
C-503 WATER TANK
5 C-502
5 C-502
MATCHLINE STA 403+90 ELEVATION ELEVATION
595
600
605
610
615
620
595
600
605
610
615
620
400+00 401+00 402+00 403+00 403+90
-0.40% -0.16% STA = 400+31.10 EL = 605.33 CONFORM STA = 401+16.49 EL = 604.99 400+50 605.7 605.25401+00 604.7 605.05401+50 604.8 604.93402+00 604.8 604.85402+50 604.8 604.77403+00 604.8 604.69403+50 604.8 604.61 PG

OG COMMERCE DR
600
601
602
603
604
402+00
"T" LINE

GRADING LIMITS (TYP)
PAD Elev 602.29 PAD Elev 602.16
PAD Elev 602.27
PAD Elev 602.40
WALL Elev 604.26

CONFORM
WALL Elev 603.99

CONFORM
WALL Elev 604.21
WALL Elev 604.21
Project
Client
Plot Date: 21 December 2022 - 6:16 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 400+00 TO STA 403+90
1" = 20' C-101 10
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. FOR SIGNING AND STRIPING INFORMATION AND LAYOUT, SEE SHEET C-401.

2. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

SEE SHEET C-102
1 WATER TANK EF EF 2022-12-13

WATER TANK
N
0 10' 20'
R/W
R/W

600 600 600
600
605
605
605 605
605 605 605
605 605
605
606
604
603
603
604
604
603
602 601
604
603
602
602
603
604
604
603
602
601
605
604
603
603
604
605
606
606
605
604
603
602
601
600
600
605
605
605
597
599 598
601
602
602
602
603
603
603
604
604
604
604
598
599
601
602
603
604
404+00 405+00
406+00
407+00 408+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W
SEE SHEET C-405 FOR MORE INFORMATION
"T" LINE
STA 405+23.82, 1.97' L

REMOVE UTILITY POLE GRADING LIMITS (TYP)

RAIL CL

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
(E) RETAINING WALL
5 C-502

MODULAR RETAINING WALL

SEE LANDSCAPE PLANS

PANDA EXPRESS PARKING LOT
SEE SHEET S-503 FOR MODIFICATIONS

TO EXISTING PRIVATE RETAINING WALL
STA 404+39, 9.00' L

BEGIN WATER TANK GRADING
STA 404+61, 9.00' L

END WATER TANK GRADING
2 C-503
WATER TANK MATCHLINE STA 403+90 MATCHLINE STA 407+80 ELEVATION ELEVATION 595
600
605
610
615
620
595
600
605
610
615
620
403+90 404+00 405+00 406+00 407+00 407+80
-0.16% -0.25% -0.36%

0.17% STA = 404+38.53 EL = 604.47 STA = 406+00.95 EL = 604.06 STA = 406+08.95 EL = 604.03 404+00 604.7 604.53404+50 604.6 604.44405+00 604.4 604.31405+50 604.1 604.19406+00 604.6 604.06406+50 604.3 604.10407+00 604.1 604.19407+50 604.1 604.27 PG
OG
604
"T" LINE
PAD Elev 604.00
PAD Elev 603.89 PAD Elev 603.85
PAD Elev 603.96

GRADING LIMITS (TYP)
Project
Client
Plot Date: 21 December 2022 - 6:16 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 403+90 TO STA 407+80
1" = 20' C-102 11
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SEE SHEET C-101 SEE SHEET C-103
1 WATER TANK EF EF 2022-12-13

WATER TANK
N
0 10' 20'

R/W R/W

600
605
605
605
597
599 598
601
602
602
602
603
603
603
604
604
604
605
605
605
605
601
602
602
602
603
603
603
604
604
604
605
605
601
601
601
602
602
602
603
603
603
604
604
604
605
601
601
602
602
603
603
604
604
605
408+00 409+00 410+00 411+00 412+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W

RAIL CL

GRADING LIMITS (TYP)
"T" LINE

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
MODULAR RETAINING WALL MATCHLINE STA 407+80 MATCHLINE STA 411+70 ELEVATION ELEVATION 595
600
605
610
615
620
595
600
605
610
615
620
407+80 409+00 410+00 411+00 411+70

0.17%
408+00 604.2 604.36408+50 603.9 604.44409+00 604.0 604.53409+50 604.1 604.62410+00 604.3 604.70410+50 604.7 604.79411+00 605.0 604.87411+50 604.9 604.96 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:16 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 407+80 TO STA 411+70
1" = 20' C-103 12
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SEE SHEET C-102 SEE SHEET C-104

595
605
601
602
603
604
600
605
605
605
598
599
601
601
601
602
602
602
603
603
603
604
604
604
600
598599
601
601
601
602
602
602
603
603
603
604
604
604
600 599
601
601
601
602
602
602
603
603
603
604
604
604
604
600
601
601
601
602
602
602
603
603
603
604
604
604
604
594
605 605
604
412+00 413+00 414+00 415+00 416+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W
"T" LINE

RAIL CL

GRADING LIMITS (TYP)

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE

SEE LANDSCAPE PLANS
STA 414+11.90, 19.50' L

BEGIN MODULAR RETAINING WALL
STA 414+14, 9.00' L

BEGIN WATER TANK GRADING
STA 414+36, 9.00' L

END WATER TANK GRADING
STA 414+38.47, 19.50' L

END MODULAR RETAINING WALL
2 C-503

WATER TANK
5 C-502
5 C-502 MATCHLINE STA 411+70 MATCHLINE STA 415+60 ELEVATION ELEVATION 595
600
605
610
615
620
595
600
605
610
615
620
411+70 413+00 414+00 415+00 415+60
-0.49%
-0.35%

0.17% STA = 413+15.54 EL = 605.24 STA = 415+00.00 EL = 604.35 412+00 604.8 605.05412+50 604.9 605.13413+00 605.2 605.22413+50 604.9 605.08414+00 604.6 604.83414+50 604.5 604.59415+00 604.2 604.35415+50 604.1 604.17 PG
OG
600
599
601
602
603
604
414+00
"T" LINE
PAD Elev 604.45
PAD Elev 604.34 PAD Elev 604.22
PAD Elev 604.33
WALL Elev 602.85

CONFORM
WALL Elev 604.34 WALL Elev 604.34
WALL Elev 602.50

CONFORM

GRADING LIMITS (TYP)
Project
Client
Plot Date: 21 December 2022 - 6:17 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 411+70 TO STA 415+60
1" = 20' C-104 13
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SEE SHEET C-103 SEE SHEET C-105
1 WATER TANK EF EF 2022-12-13

WATER TANK
N
0 10' 20'

R/W R/W

600 599
601
601
602
602
603
603
604
604
604
604
600
601
601
601
602
602
602
603
603
603
604
604 604
604
600
600
600
601
601
601
602
602
602
603
603
603
604
604
595
600
600
600
593
594
596
597
598
599
599
599
601
601
601
602
602
602
602
603
603
604
604
593
594
600
600
599
599
601
601
602
602
603 604 604
604
594
596
597
598
599
601
602
603
604 416+00
417+00
418+00 419+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W
SEE SHEET C-406 FOR MORE INFORMATION

GRADING LIMITS (TYP)

RAIL CL
"T" LINE

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
(E) RETAINING WALL
BC: 417+08.10
BC: 419+63.37
EC: 417+11.62
EC: 419+66.88
S7°34'48"E
251.75
R90.00

3.52 R90.00

3.52 SEE LANDSCAPE PLANS

SEE LANDSCAPE PLANS

HOLIDAY INN PARKING LOT
SEE SHEET S-503 FOR MODIFICATIONS

TO EXISTING PRIVATE RETAINING WALL
STA 417+39.84, 8.00' L

BEGIN WATER TANK GRADING
STA 417+61.84, 8.00' L

END WATER TANK GRADING
2 C-503

WATER TANK
MATCHLINE STA 415+60
MATCHLINE STA 419+50 ELEVATION ELEVATION
595
600
605
610
615
620
595
600
605
610
615
620
415+60 416+00 417+00 418+00 419+00 419+50
-0.35%

0.46%-1.27% STA = 417+08.10 EL = 603.62 STA = 418+78.58 EL = 604.41 416+00 604.1 604.00416+50 603.9 603.82417+00 603.8 603.65417+50 603.8 603.81418+00 604.0 604.05418+50 604.2 604.28419+00 604.1 604.14 PG
OG
602
603
604
604
"T" LINE
PAD Elev 603.61
PAD Elev 603.39 PAD Elev 603.50
PAD Elev 603.50

GRADING LIMITS (TYP)
Project
Client
Plot Date: 21 December 2022 - 6:17 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 415+60 TO STA 419+50
1" = 20' C-105 14
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

SEE SHEET C-104
SEE SHEET C-106
1 WATER TANK EF EF 2022-12-13

WATER TANK
0 10' 20'
R/W
R/W
N

595
600
600
600
593
594
596 597 598
599
599
599
601
601
601
602
602
602
602
595
600
600
600
600
592
593
594
596
596
596
597
597
597
598
598
598
599
599
599
601
601
602
602
596
596
596
597
597
598
598
599
599
595
600
600
600
592
593
594
596
597
598
598
598
599
599
599
601
601
601
601
602
602
602
601
603
603 603 604
420+00 421+00 422+00 423+00

R/W R/W

R/W R/W

R/W R/W

GRADING LIMITS (TYP) R/W R/W
"T" LINE

GRADING LIMITS (TYP)

RAIL CL

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
BC: 419+63.37 BC: 423+60.31
EC: 419+66.88
S5°20'32"E
393.43
R90.00

3.52 MATCHLINE STA 419+50 MATCHLINE STA 423+40 ELEVATION ELEVATION 595
600
605
610
615
620
595
600
605
610
615
620
419+50 420+00 421+00 422+00 423+00 423+40

0.27% -1.27%
PVI STA = 423+34.03
PVI EL = 603.19
K = 19.87
L = 90.00' BVCS = 422+89.03 BVCE = 603.07 EVCS = 423+79.03 EVCE = 601.27 STA = 420+36.78 EL = 602.40 420+00 602.8 602.87420+50 602.4 602.44421+00 602.4 602.57421+50 602.5 602.70422+00 602.5 602.83422+50 602.6 602.97423+00 602.6 603.07 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:17 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 419+50 TO STA 423+40
1" = 20' C-106 15
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

SEE SHEET C-105 SEE SHEET C-107

590
600
595
600
600
600
600
592
593
594
596
596
596
597
597
597
598
598
598
599
599
599
601
601
602
602
596
595
600
600
592
593 594
596
596
596
597
597
597
598
598
598
599
599
599
599
599
595
595
595
595
595
591
592
593594
596
596
596
597
597
598
598
599
599
594
595
595
591
592
592
592
593
593
593
593
593
594
594
596
596
597
597
595
600
593
593
597
596
594
598
599
601
602
603
X
X
X
X
423+00
424+00
425+00
426+00
427+00

R/W R/W

R/W R/W

R / W R / W

R / W R / W

GRADING LIMITS (TYP)
"T" LINE
STA 424+67.27, 0.49' R

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 23"
STA 426+04.51, 5.65' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 22"
STA 426+08.70, 4.42' R

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 24"
STA 427+14.15, 4.46' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 18"

RAIL CL

GRADING LIMITS (TYP)

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
BC: 423+60.31
R1873.00
4 20.8 2 MATCHLINE STA 423+40
MATCHLINE STA 427+30 ELEVATION ELEVATION
590
595
600
605
610
615
590
595
600
605
610
615
423+40 424+00 425+00 426+00 427+00 427+30
-4.26%
-1.24%

1.37%
PVI STA = 423+34.03
PVI EL = 603.19
K = 19.87
L = 90.00' BVCS = 422+89.03 BVCE = 603.07 EVCS = 423+79.03 EVCE = 601.27 STA = 425+40.67 EL = 594.38 STA = 427+08.05 EL = 592.30 423+50 601.7 602.30424+00 600.4 600.38424+50 598.3 598.25425+00 596.3 596.12425+50 594.5 594.27426+00 593.8 593.64426+50 592.9 593.02427+00 592.3 592.40 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:17 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 423+40 TO STA 427+30
1" = 20' C-107 16
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

SEE SHEET C-108
SEE SHEET C-106

590
590
590
590
590
595
595
595
595
595
595
591
592
592
592
593
593
593
593
593
594
594
596
596
597
597
590
590
590
590
590
590
590
590
595
595
595
595
591
591
591
591
592
592
592
592
593
593
593
593
594
594
594
596
596
596 596
597
597
597 597
598
598
590
590
591
591
592 593 594
590
595
595
591
591
591
592
592
593
593
593
594
594
594
596
591
591
592
592
592
593
592
593
593
X
X
X
X
X
X
X
X
X
X
X
427+00
428+00 429+00 430+00 431+00

R / W R / W

R / W R / W

R/W R/W

R/W R/W
STA 427+14.15, 4.46' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 18"

RAIL CL

GRADING LIMITS (TYP)
DRAINAGE SYSTEM NO. 1
SEE SHEET C-121
WATERS D5
STA 428+74.89, 2.56' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 16"
STA 429+59.14, 13.13' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 29"
STA 429+63.89, 9.43' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 16"
STA 429+38.51, 7.67' L

REMOVE TREE

ARROYO WILLOW (SALIX LASIOLEPIS)
DBH = 20"
STA 430+31.71, 6.77' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 40"
STA 430+50.07, 5.42' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 45"
STA 430+80.40, 6.09' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 44"
STA 431+24.77, 4.94' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 10"
STA 432+01.85, 6.32' L

VALLEY OAK (QUERCUS LOBATA)

VALLEY OAK (QUERCUS LOBATA)

VALLEY OAK (QUERCUS LOBATA)

PROTECT FENCE IN PLACE
"T" LINE

PROTECT FENCE IN PLACE

RIPARIAN HABITAT

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
STA 431+17.66, 7.29' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 40"
BC: 428+86.09
BC: 429+47.21
EC: 428+40.70
EC: 429+27.21
PCC: 427+81.14
PRC: 429+06.86
PRC: 429+59.79 EC: 429+73.16
S22°00'27"E

45.39 S20°50'54"E
393.56
S21°36'22"E

20.00 R900.00

59.57 R6 0.00

20.77 R60.0 0

20.3 5
R60.00

12.58 R60.00

13.37 STA 431+06.79, 8.17' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 40"
STA 431+68.44, 8.69' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 26"
STA 429+06.86, 5.92' L

BEGIN PEDESTRIAN RAILING
STA 429+73.16, 5.92' L

END PEDESTRIAN RAILING

GAS, SIZE UNKNOWN

PROTECT IN PLACE

PEDESTRIAN RALING
PER SHEET S-301
MATCHLINE STA 427+30
MATCHLINE STA 431+20 ELEVATION ELEVATION
580
585
590
595
600
605
580
585
590
595
600
605
427+30 428+00 429+00 430+00 431+00 431+20
-1.01%

0.64%

1.37%
-2.21% 3.78%

2.78% STA = 427+81.14 EL = 593.30 STA = 428+90.05 EL = 590.90 STA = 429+31.93 EL = 592.48 STA = 429+42.72 EL = 592.78 STA = 430+54.68 EL = 591.65 427+50 592.2 592.87428+00 591.5 592.88428+50 589.6 591.78429+00 589.3 591.27429+50 588.0 592.71430+00 589.1 592.20430+50 589.3 591.70431+00 590.3 591.94 OG
PG STA = 429+17.56 EL = 588.60 STA = 429+54.75 EL = 588.60 OHW - D5
48" CMP
48" CMP
Project
Client
Plot Date: 7 February 2023 - 9:39 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 427+30 TO STA 431+20
1" = 20' C-108 17
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

SEE SHEET C-107
SEE SHEET C-109
1 PEDESTRIAN RAILING EF EF 2023-02-07

590
595
595
590
595
595
591
591
591
592
592
593
593
593
594
594
594
596
595
595
595
591
592
592
592
593
593
593
594
594
594
595
595
590
590
590
590
590
586 586
587 587
588 588
589
589
589
589
589
591
591
591
591
591
591
592
592
592
592
592
592
592
592
593
593
593
593
593
586
586587 587
588
588
589
595
591
592
592
592
592
592
593
593
594
594
592 593
594
590
590
589
589
591
592
591
592
594
593
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
431+00 432+00
433+00
434+00
435+00

R/W R/W

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

R/W R/W
STA 431+24.77, 4.94' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 10"
STA 432+01.85, 6.32' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 16"
STA 432+10.47, 4.75' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 13"
STA 432+19.70, 6.59' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 30"

PROTECT FENCE IN PLACE
"T" LINE

PROTECT FENCE IN PLACE AIRPORT PARK BLVD

AIRPORT RD

RAIL CL

GRADING LIMITS (TYP)
STA 433+00.25, 5.19' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 11"
STA 433+01.63, 5.04' L

PROTECT TREE

CALIFORNIA PRIVET
(LIGUSTRUM OVALIFOLIUM)
DBH = 12"
STA 433+15.87, 7.00' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 30"
STA 433+42, 6.16' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 27" STA 433+64.56, 5.20' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 10"
STA 433+70.14, 5.57' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 8"
STA 433+82.22, 6.92' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 32"
STA 434+91.32, 8.61' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 45"
STA 431+17.66, 7.29' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 40"
DRAINAGE SYSTEM NO. 2
SEE SHEET C-121
STA 434+13.31, 7.00' L

BEGIN HEADWALL

BEGIN PEDESTRIAN RAILING
STA 434+23.81, 7.00' L

END HEADWALL

END PEDESTRIAN RAILING

FIBER OPTIC LINE (AT&T)
PROTECT IN PLACE BC: 433+66.72 EC: 434+04.81 BC: 434+96.75 EC: 435+34.76 PRC: 433+85.80
PRC: 435+15.76
S20°48'20"E

91.94 S20°50'54"E
393.56
R90.00

19.08 R90.00

19.01 R9 0.00

19.01 R90.00

19.01 STA 431+06.79, 8.17' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 40"
STA 431+68.44, 8.69' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 26"

PGE GAS MARKER

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE

GAS, SIZE UNKNOWN

PROTECT IN PLACE

FIBER OPTIC MARKER (AT&T)

PEDESTRIAN RAILING
PER SHEET S-301 MATCHLINE STA 431+20 MATCHLINE STA 435+10 ELEVATION ELEVATION 580
585
590
595
600
605
580
585
590
595
600
605
431+20 432+00 433+00 434+00 435+00 435+10

0.64%
-2.09%

3.06%

2.38%

1.25% -1.25%
-7.50%

1.30% -2.01% STA = 431+24.68 EL = 592.10STA = 432+24.79 EL = 594.48 STA = 432+35.31 EL = 594.61 STA = 432+45.47 EL = 594.75 STA = 432+56.99 EL = 594.51 STA = 432+68.43 EL = 594.37 STA = 433+18.59 EL = 590.61 STA = 434+14.52 EL = 588.60 431+50 591.9 592.70432+00 591.8 593.89432+50 594.6 594.65433+00 591.2 592.00433+50 589.6 589.95434+00 588.7 588.90434+50 589.4 589.69435+00 590.8 591.22 AIRPORT RD OG
PG
OHW - D4 STA = 434+06.53 EL = 588.40 STA = 434+25.21 EL = 588.40 24" RCP
Project
Client
Plot Date: 7 February 2023 - 9:44 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 431+20 TO STA 435+10
1" = 20' C-109 18
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

1. FOR SIGNING AND STRIPING INFORMATION AND LAYOUT, SEE SHEET C-402.

SHEET GENERAL NOTES

2. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SEE SHEET C-108 SEE SHEET C-110
1 CONSTRUCTION NOTES EF EF 2022-12-13
DURING CONSTRUCTION:

SANDBAG CULVERT INLET

PUMP WATER TO DOWNSTREAM CULVERT ON EAST SIDE OF TRACKS

OR PROVIDE ALTERNATIVE SOLUTION WITH ENGINEER APPROVAL
2 PEDESTRIAN RAILING EF EF 2023-02-07

590
586 586
587 588 589
591
591
591
592
592
592
592
592
593
593
590
595
586
587
591
592
592
592
592
592
593
593594
594
596
585
590
590
586
587
588
589
591
590
590
588
589
590
588
587
589
591
591
592
592
X
435+00
436+00
437+00 438+00 439+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W
STA 434+91.32, 8.61' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 45"
"T" LINE

RAIL CL

GRADING LIMITS (TYP)
STA 434+23.81, 7.00' L

FIBER OPTIC LINE (AT&T)
PROTECT IN PLACE BC: 434+96.75 EC: 435+34.76 BC: 436+00.00 EC: 436+53.87 PRC: 435+15.76
PRC: 436+26.93
S20°48'20"E
421.43
S20°48'20"E

65.24 R90.00

19.01 R90.00

19.01 R90.00

26.93 R90.00

26.9 3
CALTRANS RSP B11-47 MATCHLINE STA 435+10 MATCHLINE STA 438+91 ELEVATION ELEVATION 580
585
590
595
600
605
580
585
590
595
600
605
435+10 436+00 437+00 438+00 438+90

3.06% -3.39%
-0.22% 0.54%
-5.00%
-3.06%
PVI STA = 435+48.54
PVI EL = 592.71
K = 3.25
L = 21.00' BVCS = 435+38.04 BVCE = 592.39 EVCS = 435+59.04 EVCE = 592.35 STA = 436+00.00 EL = 590.96 STA = 436+53.87 EL = 588.27 STA = 437+01.83 EL = 586.80 STA = 438+51.83 EL = 586.46 435+50 592.0 592.53436+00 591.2 590.96436+50 588.5 588.46437+00 587.3 586.86437+50 586.7 586.69438+00 586.7 586.58438+50 586.7 586.47 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:18 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 435+10 TO STA 438+91
1" = 20' C-110 19
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SEE SHEET C-111 SEE SHEET C-109

585
590 583
584
586
587 588
589
590
587
588
589
580
580
585
585
585
581
581
582
582 583
583
583
583
584
584
586
586
587
587
588
588
584
585
585
581582
583
583
584
584
586
586
587
587
588
588
585
583
584
586
584
583
583
584
D
X
X
X
X
X
X
X
X
439+00 440+00
441+00
442+00 443+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W GRADING LIMITS (TYP)

RAIL CL
WATERS D3
"T" LINE
STA 440+77.11, 7.04' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 11"
STA 442+26.79, 2.77' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 15"
STA 442+69.99, 4.55' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 6"
STA 442+97.61, 0.44' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 7"
STA 443+23.73, 13.92' R

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 5"

VALLEY OAK (QUERCUS LOBATA)
STA 441+81.02, 0.76' R

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 8"
STA 441+87.04, 2.29' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 5"

WETLAND D

WETLAND D

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
DRAINAGE SYSTEM NO. 3
SEE SHEET C-122
STA 441+25.77, 7.00' L

BEGIN HEADWALL

BEGIN PEDESTRIAN RAILING
STA 441+36.77, 7.00' L

END HEADWALL

END PEDESTRIAN RAILING

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
5 C-501

WETLAND GRADING
BOTTOM ELEV 582.32
STA 440+96.69, 51.73' R

BEGIN WETLAND GRADING
STA 441+11.65, 43.44' R AP BC: 440+75.30 EC: 441+14.26 BC: 441+36.77 EC: 441+75.73 PRC: 440+94.78
PRC: 441+56.25
S20°48'20"E

22.50 S20°48'20"E
242.99
R90.00

19.48 R9 0.00

19.4 8
R90.00

19.48 R90.00

19.48 PEDESTRIAN RAILING
PER SHEET S-301 MATCHLINE STA 438+91 MATCHLINE STA 442+91 ELEVATION ELEVATION 575
580
585
590
595
575
580
585
590
595
438+90 439+00 440+00 441+00 442+00 442+90

0.54% -0.28%
-2.33%
-0.58%

0.00%
-1.34% STA = 439+26.69 EL = 586.87 STA = 440+26.83 EL = 586.59 STA = 441+25.76 EL = 584.28 STA = 441+36.77 EL = 584.28 STA = 442+53.77 EL = 582.71 EL = 582.20 STA = 441+25.83 EL = 582.20 STA = 441+30.22 439+00 586.8 586.72439+50 586.6 586.80440+00 586.6 586.67440+50 585.2 586.05441+00 584.7 584.88441+50 583.6 584.10442+00 582.9 583.43442+50 582.0 582.76 PG
OG
OHW - D3
24" CMP
Project
Client
Plot Date: 7 February 2023 - 9:46 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 438+91 TO STA 442+91
1" = 20' C-111 20
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SEE SHEET C-110 SEE SHEET C-112
1 WETLAND MITIGATION REVISIONS KG KG 2023-02-03
2 PEDESTRIAN RAILING EF EF 2023-02-07

585
586
587
588
588
580
580
585
585
585
585
585
579
579
581
581
582
582
583
583
583
584
584
584
586
586
586
586 586
587
587
587
587
587
588
588
583
580
585
585
585
581
582
583
584
584
586
586
586
585
585
582 582
583
583
583
583
584
584
584
584
583
585
583
585
583
583
584
584
X
X
X
X
X
X
X
X
X
X
X
X
443+00 444+00
445+00
446+00 447+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W
STA 442+69.99, 4.55' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 6"
STA 442+97.61, 0.44' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 7"
STA 443+23.73, 13.92' R

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 5"
STA 443+39.11, 0.10' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 5"
STA 443+40.70, 4.53' R

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 6"
STA 443+56.89, 5.68' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 18"
STA 443+63.85, 5.05' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 5"
STA 443+76.66, 7.55' L

PROTECT TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 28"
STA 443+94.51, 9.16' R

PROTECT TREE
COTTONWOOD (POPULUS FREMONTII SSP. FREMONTII)
DBH = 8"
STA 444+13.39, 2.53' L

PROTECT TREE

COTTONWOOD
(POPULUS FREMONTII SSP. FREMONTII)
DBH = 9"
STA 444+84.55, 0.71' R

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 8"
STA 443+22.85, 0.20' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 5"
"T" LINE

RAIL CL

GRADING LIMITS (TYP)

RAIL CL
"T" LINE

WETLAND D
DRAINAGE SYSTEM NO. 4
SEE SHEET C-122

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
STA 444+10.22, 7.00' L

BEGIN MSE WALL

BEGIN PEDESTRIAN RAILING
STA 445+25.78, 7.00' L

END MSE WALL

END PEDESTRIAN RAILING
5 C-501

WETLAND GRADING
BOTTOM ELEV 582.32
STA 446+99.98, 44.44' R

END WETLAND GRADING
STA 444+91.88, 40.16' R AP
STA 444+69.93, 40.53' R AP BC: 444+18.72 EC: 444+62.39 BC: 444+77.89 EC: 445+21.57 PRC: 444+40.55
PRC: 444+99.73
S20°48'20"E
262.15
S20°48'20"E

15.50 R6 0.00

21.8 4
R60.00

21.8 4
R60.00

21.8 4
R60.00

21.8 4

WETLAND D

PEDESTRIAN RAILING
PER SHEET S-301
STA 443+99.32, 49.71' R AP 5
C-501

WETLAND GRADING
BOTTOM ELEV 582.32 MATCHLINE STA 442+91 MATCHLINE STA 446+81 ELEVATION ELEVATION 575
580
585
590
595
575
580
585
590
595
442+90 443+00 444+00 445+00 446+00 446+80
-0.58% -0.30%

3.36%
-1.99%

7.50%
-7.50%

0.37%

0.00%
PVI STA = 444+10.31
PVI EL = 581.96
K = 5.77
L = 45.00' BVCS = 443+87.81 BVCE = 582.03 EVCS = 444+32.81 EVCE = 583.65 PVI STA = 445+25.78
PVI EL = 582.28
K = 5.97
L = 47.00' BVCS = 445+02.28 BVCE = 584.04 EVCS = 445+49.28 EVCE = 582.37 STA = 443+53.77 EL = 582.13 STA = 444+62.39 EL = 585.87 STA = 444+77.89 EL = 585.87 STA = 445+79.68 EL = 582.48 STA = 446+29.68 EL = 584.16 443+00 581.7 582.44443+50 581.3 582.16444+00 581.3 582.12444+50 583.8 584.94445+00 582.6 584.21445+50 581.8 582.37446+00 583.4 583.16446+50 584.1 583.75 OG
PG
36" CMP
Project
Client
Plot Date: 7 February 2023 - 9:48 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 442+91 TO STA 446+81
1" = 20' C-112 21
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. SEE SHEET S-103 FOR WALL PROFILE AND DETAIL.

2. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SEE SHEET C-111 SEE SHEET C-113
1 WETLAND MITIGATION REVISIONS KG KG 2023-02-03
2 PEDESTRIAN RAILING EF EF 2023-02-07

580
580
585 585
585
585
585
585
585
581
581
581
582
582
582
582
583 583
583
583
584
584
584 584
586
586
586
586
586
586 586
580580
581581
585
585
583
584
586
586
585
585
581
581
582
582 582
582
583 583 584 584
582
581
581
581
582
585
585
583
584
584
X
447+00 448+00
449+00 450+00
451+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W

RAIL CL
STA 447+95.03, 1.23' L

REMOVE TREE

VALLEY OAK (QUERCUS LOBATA)
DBH = 12"
"T" LINE

GRADING LIMITS (TYP)

WETLAND B

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
DRAINAGE SYSTEM NO. 5
SEE SHEET C-122
STA 448+20.08, 7.00' L

BEGIN HEADWALL

BEGIN PEDESTRIAN RAILING
STA 448+30.58, 7.00' L

END HEADWALL

END PEDESTRIAN RAILING
12" HIGH-PRESSURE GAS MAIN

PROTECT IN PLACE
STA 450+57.49, 7.00' L

BEGIN MSE WALL

BEGIN CABLE RAILING
STA 450+77.49, 7.00' L

END MSE WALL

END CABLE RAILING
STA 446+99.98, 44.44' R

END WETLAND GRADING
5 C-501

WETLAND GRADING
BOTTOM ELEV 580.33
STA 447+35.97, 45.54' R

BEGIN WETLAND GRADING
STA 448+11.75, 44.17' R AP STA 448+90.99, 46.64' R
END WETLAND GRADING BC: 447+83.71 BC: 448+35.33 BC: 450+00.33 BC: 450+77.49 EC: 448+15.33 EC: 448+69.48 EC: 450+57.49 PRC: 447+99.91
PRC: 448+52.80
PRC: 450+28.91
PRC: 451+06.29
S20°18'11"E

20.00 S20°48'20"E
130.85
S20°48'20"E

20.00 R90.00

16.20 R90.00

15.41 R90.00

17.47 R90.00

16.68 R90.00

28.58 R90.00

28.58 R90.00

28.8 0
R
3 FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE

CABLE RAILING PER
CALTRANS RSP B11-47

PEDESTRIAN RAILING
PER SHEET S-301
5 C-501

WETLAND GRADING
BOTTOM ELEV 582.32 MATCHLINE STA 446+81 MATCHLINE STA 450+51 ELEVATION ELEVATION 575
580
585
590
595
575
580
585
590
595
446+80 448+00 449+00 450+00 450+50
-1.99% 7.50%
-5.00%

2.10%

0.00%

0.25%

2.79%
PVI STA = 448+53.17
PVI EL = 581.75
K = 3.52
L = 25.00' BVCS = 448+40.67 BVCE = 582.37 EVCS = 448+65.67 EVCE = 582.01 STA = 447+92.32 EL = 580.91 STA = 448+15.33 EL = 582.64 STA = 449+59.84 EL = 583.98 STA = 448+35.33 EL = 582.64 STA = 450+00.33 EL = 584.09 447+00 582.3 582.76447+50 581.2 581.76448+00 580.2 581.49448+50 581.1 582.03449+00 582.2 582.73449+50 583.7 583.78450+00 583.7 584.08 OG
PG
24" RCP
Project
Client
Plot Date: 7 February 2023 - 10:56 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 446+81 TO STA 450+51
1" = 20' C-113 22
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

SEE SHEET C-114 SEE SHEET C-112
1 WETLAND C MODIFICATIONS KG KG 2022-12-19
2 WETLAND MITIGATION REVISIONS KG KG 2023-02-03
3 PEDESTRIAN RAILING EF EF 2023-02-07

585
585
585
583
584
586
586 586
586
585
583
584
586
586
586
586
586
587
590
595
600
587
588 589
591
592
593
594
596 597 598
599
590
589
585 585 585 586
451+00 587
452+00
453+00
454+00
455+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W

RAIL CL

GRADING LIMITS (TYP)
"T" LINE

WETLAND B
STA 454+00.58, 7.00' L AP
STA 454+83.74, 7.00' L AP

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
STA 453+34.65, 5.00' L AP
STA 453+13.37, 18.00' L AP
STA 453+65.36, 5.00' L AP
STA 453+44.07, 18.00' L AP
C44(CA) (TRUCKS ENTERING EXITING)

ON YELLOW SIGN PANEL
BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD
C44(CA) (TRUCKS ENTERING EXITING)

ON YELLOW SIGN PANEL
BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD
WINERY

EXISTING GATE

PROTECT IN PLACE
16'
STA 450+57.49, 7.00' L

BEGIN MSE WALL

BEGIN PEDESTRIAN RAILING
STA 450+77.49, 7.00' L

END MSE WALL

END PEDESTRIAN RAILING
BC: 452+71.79
BC: 454+83.74
BC: 450+77.49
EC: 452+78.46
EC: 455+04.11
EC: 450+57.49
EC: 451+41.09
PRC: 450+28.91
PRC: 451+06.29
S16°59'08"E
130.71
S20°48'14"E
205.28
S33°46'25"E

29.60 S20°48'20"E

20.00 R100.0 0

6.6 6
R90.00

20.37 R90.00

28.58 R90.00

28.80 R90.00
3 4.80

PEDESTRIAN RAILING
PER SHEET S-301
12" HIGH-PRESSURE GAS MAIN

PROTECT IN PLACE
MATCHLINE STA 450+51
MATCHLINE STA 454+86 ELEVATION ELEVATION
575
580
585
590
595
575
580
585
590
595
450+50 451+00 452+00 453+00 454+00 454+85

0.45% 2.79%
-3.00% 0.98%

0.99%

0.44% STA = 450+57.49 EL = 585.68 STA = 450+77.49 EL = 585.77 STA = 451+33.38 EL = 584.09 STA = 452+71.79 EL = 585.45 STA = 454+40.00 EL = 587.12 451+00 583.9 585.09451+50 584.0 584.26452+00 584.2 584.75452+50 584.7 585.24453+00 585.2 585.73453+50 585.0 586.23454+00 586.0 586.72454+50 586.9 587.16 PG
OG
Project
Client
Plot Date: 7 February 2023 - 10:57 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 450+51 TO STA 454+86
1" = 20' C-114 23
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

SEE SHEET C-115
SEE SHEET C-113
1 PEDESTRIAN RAILING EF EF 2023-02-07

COM
R R
TM
586
600
585
590
586
586 586
586
586
587
588
589
587
585
584
586
585
581 582
583
584
586
585
583 583
584
585 585
586
585
590
595
586
587
588
587
588
587
587
455+00
456+00
457+00
458+00
459+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W

PROTECT COLUMN IN PLACE

GRADING LIMITS (TYP)

NORGARD LN
SB HWY 101
NB HWY 101

PROTECT COLUMN IN PLACE

PROTECT FENCE IN PLACE

RAIL CL

NORGARD LANE BRIDGE
SEE SHEET S-101
WATERS D2
COUNTY
R/W

COUNTY R/W

COUNTY R/W
COUNTY
R/W
"T" LINE
STA 454+00.58, 7.00' L AP
STA 454+83.74, 7.00' L AP
STA 457+42.46, 5.00' L AP
STA 457+42.46, 5.00' R AP

PROTECT EXISTING RAIL BRIDGE IN PLACE
STA 457+61.83, 0.00'

BEGIN BRIDGE
STA 458+06.83, 0.00'

END BRIDGE
STA 458+27.91, 5.00' L AP
STA 458+27.91, 5.00' R AP
C44(CA) (TRUCKS ENTERING EXITING)
BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD

END BASE BID, BEGIN ADD-ALT

GAS LINE

PROTECT IN PLACE

FIBER OPTIC LINE
PROTECT IN PLACE BC: 454+83.74
BC: 455+33.72
BC: 457+42.46
BC: 455+66.30
EC: 455+04.11 BC: 456+56.14 EC: 455+41.55
EC: 457+60.75 EC: 456+15.76
EC: 456+83.30
PRC: 455+93.86
PRC: 456+68.57
S33°46'25"E 29.60
S26°17'56"E 24.75
S20°47'37"E
446.03
S12°03'42"E
S20°53'18"E 59.16
R90.00

40.38 20.37
R60.00

7.83 R120.00

18.29 R60.00

27.56 R60.00

21.90 R15.00

12.43 R15.00

14.7 4

SEE ELECTRICAL PLANS
12" HIGH-PRESSURE GAS MAIN

PROTECT IN PLACE
MATCHLINE STA 454+86
MATCHLINE STA 458+61 ELEVATION ELEVATION
575
580
585
590
595
575
580
585
590
595
454+85 455+00 456+00 457+00 458+00 458+60

0.00%
-1.62%
-0.98%
-4.50% 0.39% -0.60% -0.50%

2.36% 0.44% STA = 458+07.91 EL = 588.09 STA = 456+25.76 EL = 586.43 STA = 456+32.82 EL = 586.12 STA = 456+42.34 EL = 586.15 STA = 456+51.14 EL = 586.10 STA = 456+72.09 EL = 586.00 STA = 457+60.75 EL = 588.09 STA = 455+19.81 EL = 587.47 EL = 583.00 STA = 457+73.20 EL = 583.00 STA = 457+89.08 455+00 587.0 587.38455+50 587.3 587.17456+00 586.3 586.69456+50 586.1 586.11457+00 585.7 586.66457+50 585.0 587.84458+00 584.4 588.09458+50 585.1 587.41 NORGARD LN OG
PG

NORGARD LANE BRIDGE
SEE SHEET S-101
OHW - D2
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 454+86 TO STA 458+61
1" = 20' C-115 24
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

SHEET GENERAL NOTES
BASE BID AND ADD ALTERNATIVE SEE SHEET C-114 SEE SHEET C-116 1 UPDATED NOTES EF EF 2022-12-20

1. FOR SIGNING AND STRIPING INFORMATION AND LAYOUT, SEE SHEET C-403.

2. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

3. HYDRAULIC CALCULATIONS FOR STREAM IMPACTS MUST BE COMPLETED PRIOR TO CONSTRUCTION.

585
590
595
585
586
587
586
587
586
586
586
586
586
586
587
587
587
588
588
586
587
586
586 586
586 587
587 587
588
588
588
459+00 460+00 461+00 462+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W

NORGARD LANE BRIDGE
SEE SHEET S-101
STA 458+06.83, 0.00'

END BRIDGE
STA 458+27.91, 5.00' L AP
STA 458+27.91, 5.00' R AP
"T" LINE

RAIL CL

GRADING LIMITS (TYP)
12" HIGH-PRESSURE GAS MAIN

PROTECT IN PLACE

FIBER OPTIC LINE (AT&T)
PROTECT IN PLACE BC: 462+06.78 BC: 462+51.56 EC: 462+14.79 EC: 462+59.60 S15°41'26"E

36.76 R90.00

8.0 2
R90.00

8.04 MATCHLINE STA 458+61 MATCHLINE STA 462+51 ELEVATION ELEVATION 575
580
585
590
595
600
575
580
585
590
595
600
458+60 459+00 460+00 461+00 462+00 462+50

2.25%

0.92%
-0.56%
-3.62%
-1.62% STA = 459+49.64 EL = 585.79 STA = 459+99.04 EL = 586.90 STA = 461+30.04 EL = 588.11 STA = 462+09.39 EL = 587.67 459+00 585.8 586.60459+50 585.7 585.80460+00 586.7 586.91460+50 587.6 587.37461+00 587.8 587.83461+50 588.2 588.00462+00 587.9 587.72 OG
PG
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 458+61 TO STA 462+51
1" = 20' C-116 25
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

ADD ALTERNATIVE

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

SEE SHEET C-117 SEE SHEET C-115

586
586
586
586
587
586
585
585
586
586
586
587
463+00 464+00 465+00 466+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W

GRADING LIMITS (TYP)

RAIL CL
"T" LINE

GRADING LIMITS (TYP)
12" HIGH-PRESSURE GAS MAIN GRADING LIMITS (TYP)

PROTECT IN PLACE

FIBER OPTIC LINE (AT&T)
PROTECT IN PLACE BC: 462+06.78
BC: 462+51.56
EC: 462+14.79 EC: 462+59.60
S15°41'26"E

36.76 S20°48'41"E
1740.40
R90.00

8.02 R90.00

8.04 MATCHLINE
STA 462+51 MATCHLINE STA 466+41 ELEVATION ELEVATION
575
580
585
590
595
600
575
580
585
590
595
600
462+50 463+00 464+00 465+00 466+00 466+40
-3.62% 0.65%
-0.25%
-0.67% STA = 462+59.60 EL = 585.85 STA = 463+59.26 EL = 586.50 STA = 465+59.26 EL = 586.00 463+00 586.0 586.11463+50 586.1 586.44464+00 586.0 586.40464+50 586.1 586.27465+00 585.9 586.15465+50 585.7 586.02466+00 585.8 585.73 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 462+51 TO STA 466+41
1" = 20' C-117 26
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

ADD ALTERNATIVE

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SEE SHEET C-118
SEE
SHEET C-116

585
585
586
585
584
585
585
585
584
585 466+00 467+00 468+00 469+00 470+00

R/W R/W

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

R/W R/W

GRADING LIMITS (TYP)

RAIL CL
"T" LINE

GRADING LIMITS (TYP)
12" HIGH-PRESSURE GAS MAIN

PROTECT IN PLACE

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE

FIBER OPTIC LINE (AT&T)
PROTECT IN PLACE MATCHLINE STA 466+41 MATCHLINE STA 470+31 ELEVATION ELEVATION 575
580
585
590
595
600
575
580
585
590
595
600
466+40 467+00 468+00 469+00 470+00 470+30
-0.67% 0.48%
-0.22% STA = 467+09.26 EL = 585.00 STA = 468+34.26 EL = 585.60 466+50 585.4 585.40467+00 585.2 585.06467+50 585.1 585.20468+00 585.3 585.44468+50 585.3 585.57469+00 585.1 585.46469+50 585.1 585.35470+00 584.5 585.24 OG
PG
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 466+41 TO STA 470+31
1" = 20' C-118 27
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

ADD ALTERNATIVE

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SEE SHEET C-117 SEE SHEET C-119

585
585
584
585
582
583
584
584
584
582
583
583
583
584
582
583
583
583
584
981110
585 584
583
582
470+00 471+00 472+00 473+00 474+00

R/W R/W

R/W R/W

R/W R/W

R/W R/W
"T" LINE

GRADING LIMITS (TYP)

RAIL CL

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE

RELOCATE STORAGE CONTAINER

COORDINATE RELOCATION WITH CITY OF UKIAH

REMOVE CONCRETE PAD
12" HIGH-PRESSURE GAS MAIN

PROTECT IN PLACE
STA 473+38.49, 15.55' L
BEGIN FENCE (TYPE CL-4)
PER CALTRANS STD. PLAN A85
STA 473+38.49, 8.76' L AP
FENCE

PROTECT IN PLACE
SEE SHEET C-407 FOR MORE INFORMATION MATCHLINE STA 470+31 MATCHLINE STA 474+21 ELEVATION ELEVATION 575
580
585
590
595
600
575
580
585
590
595
600
470+30 471+00 472+00 473+00 474+00 474+20
-0.79%
-0.22% STA = 470+99.26 EL = 585.02
470+50 584.4 585.13471+00 584.7 585.02471+50 584.0 584.62472+00 583.5 584.23472+50 583.5 583.83473+00 583.4 583.44473+50 583.0 583.04474+00 582.8 582.65 PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 470+31 TO STA 474+21
1" = 20' C-119 28
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

ADD ALTERNATIVE

SHEET GENERAL NOTES

1. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION. SEE SHEET C-118 SEE SHEET C-120

ATT&T OPTICAL

ATT&T OPTICAL
582
583
583
583
584
582
583
583
583
584
582
582
582
582
583 581 582
580
580
579
581
581
580
579
581
580
580
579
581
987
65 43
2 11110
582
581
582
582
582
X
X
X
474+00 475+00 476+00
477+00
478+00

R/W R/W

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

RAIL CL
"T" LINE
STA 476+86.79, 5.00' L AP
STA 476+86.79, 5.00' R AP
STA 477+58.95, 5.00' L AP
STA 477+58.95, 5.00' R AP
STA 477+07.87, 0.00'

BEGIN BRIDGE
WATERS D1

PLANT RD BRIDGE
SEE SHEET S-102

PROTECT EXISTING RAIL BRIDGE IN PLACE

PLANT RD
SEE SHEET C-407 FOR MORE INFORMATION

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE
STA 477+06.79, 8.75' L
END FENCE (TYPE CL-4)
12" GAS LINE

PROTECT IN PLACE
STA 477+14.80, 1.83' L

REMOVE TREE

BIG LEAF MAPLE (ACER MACROPHYLLUM)
DBH = 5"
STA 477+15.88, 1.88' L

REMOVE TREE

BIG LEAF MAPLE (ACER MACROPHYLLUM)
DBH = 5"
STA 477+20.83, 4.67' L

REMOVE TREE

BIG LEAF MAPLE (ACER MACROPHYLLUM)
DBH = 5"
STA 477+20.87, 3.23' L

REMOVE TREE

BIG LEAF MAPLE (ACER MACROPHYLLUM)
DBH = 4"
STA 477+30.96, 5.23' R

REMOVE TREE

BIG LEAF MAPLE (ACER MACROPHYLLUM)
DBH = 5"
STA 477+37.87, 0.00'

END BRIDGE

ANIMAL SHELTER

SEE LANDSCAPE PLANS
STA 475+54.81, 8.75' L
END FENCE (TYPE CL-4)
STA 475+94.81, 8.75' L
BEGIN FENCE (TYPE CL-4)
PER CALTRANS STD. PLAN A85

FIBER OPTIC LINE (AT&T)

PROTECT IN PLACE

SANITARY SEWER LINE
PROTECT IN PLACE MATCHLINE STA 474+21 ELEVATION ELEVATION 570
575
580
585
590
595
570
575
580
585
590
595
474+20 475+00 476+00 477+00 478+00 478+50
-0.79%

0.00%
-5.41%
-0.50% -1.00%

1.35% STA = 475+54.81 EL = 581.43STA = 477+38.95 EL = 582.75 STA = 475+94.57 EL = 581.23 STA = 477+66.74 EL = 581.24 STA = 477+77.95 EL = 581.13STA = 477+06.79 EL = 582.75 EL = 579.60 STA = 477+13.16 EL = 579.60 STA = 477+28.66 474+50 582.1 582.26475+00 581.9 581.86475+50 582.2 581.47476+00 582.0 581.30476+50 581.9 581.98477+00 581.0 582.65477+50 580.8 582.15478+00 580.7

PLANT RD BRIDGE
SEE SHEET S-102 PLANT RD
OHW - D1
PG
OG
Project
Client
Plot Date: 21 December 2022 - 6:20 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

TRAIL PLAN

TRAIL PROFILE
SCALE: 1" = 20' (H) 1" = 4' (V)
0 10' 20' 40'

TRAIL PLAN AND PROFILE
STA 474+21 TO STA 478+50
1" = 20' C-120 29
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

ADD ALTERNATIVE
SHEET GENERAL NOTES SEE SHEET C-119

1. FOR SIGNING AND STRIPING INFORMATION AND LAYOUT, SEE SHEET C-404.

2. ALL WORK WITHIN 5 FEET HORIZONTAL OF ANY PG&E GAS MAIN AND AT&T FIBER OPTIC LINE SHALL BE PERFORMED UNDER INSPECTION BY THE UTILITY OWNER. CONTRACTOR SHALL NOTIFY UTILITY OWNER A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF PLANNED EXCAVATION.

3. HYDRAULIC CALCULATIONS FOR STREAM IMPACTS MUST BE COMPLETED PRIOR TO CONSTRUCTION.
1 UPDATED NOTES EF EF 2022-12-20

592 590 595 595 591592593594 596 596 597 597
429+00
"T" LINE
48" CMP
48" CMP (E) 48" CMP
(E) 48" CMP RAIL CL
38' x 6' R/W R/W

PROTECT HEADWALL IN PLACE R/W

WETLAND (TYP)

GRADING LIMITS (TYP)

REMOVE (E) RSP
1 C-503

ROCK SLOPE PROTECTION ELEVATION ELEVATION
DS-1A - PROFILE
585
590
595
600
585
590
595
600
0+00 0+50 1+00 1+09 STA = 429+32.25 INV = 587.27 STA = 429+31.32 INV = 587.37 48" CMP
OG
FG

GRADE TO DRAIN
1 C-503
"T" LINE
48" CMP 20 LF @ S=0.0050
UNIVERSAL COUPLING COLLAR 2.5'
PER CALTRANS STD. PLAN D97C

PEDESTRIAN RAILING
PER SHEET S-301 ELEVATION ELEVATION
DS-1B - PROFILE
585
590
595
600
585
590
595
600
0+00 0+50 1+00 1+09 STA = 429+44.30 INV = 587.49 STA = 429+43.48 INV = 587.69 48" CMP
OG
FG

GRADE TO DRAIN
1 C-503
"T" LINE 2.5'
48" CMP 20 LF @ S=0.0099

UNIVERSAL COUPLING COLLAR
PER CALTRANS STD. PLAN D97C

PEDESTRIAN RAILING
PER SHEET S-301
589
589
590
590
590
590
589 589 591
591
591592 592 592
593 593 593
586
586
587
587
588
588
589 434+00
"T" LINE R/W R/W R/W R/W RAIL CL
24" RCP (E) 24" RCP

HEADWALL

GRADING LIMITS (TYP)
10' x 4'
1 C-503

ROCK SLOPE PROTECTION ELEVATION ELEVATION
DS-2 - PROFILE
583
585
590
595
583
585
590
595
0+00 0+50 1+00 1+13
24" RCP
24" RCP 16 LF @ S=0.0035 STA = 434+17.18 INV = 585.41 STA = 434+18.56 INV = 585.36 OG
FG
6 C-501

CONCRETE COLLAR

STRAIGHT HEADWALL

SINGLE CIRCULAR PIPE

PER CALTRANS REVISED
STD. PLAN D89A
1 C-503
"T" LINE

PEDESTRIAN RAILING
PER SHEET S-301 1.5'
4'

10.5' 0.67' 1'
INV = 585.36
24" RCP 4.25'

5.25' 5.25' 1'

TRAIL BEHIND WALL
ELEV 588.78

FG AT SHOULDER
ELEV 588.50

FG AT SHOULDER
ELEV 590.61

TOP OF HEADWALL

FINISHED GRADE, FLOWLINE

TOP OF FOOTING
BOTTOM OF FOOTING 1'
Project
Client
Plot Date: 7 February 2023 - 11:08 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-DRN-RD-D121.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
DRAINAGE PLAN 1
AS NOTED C-121 30
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
1B
1A
0 10' 20' 1 1" = 10'
DRAINAGE SYSTEM 1 - PLAN
SCALE: 1" = 10'
N
0 10' 20'
1" = 10'
0 5' 10'
1" = 5'
H:

V:
0 10' 20'
1" = 10'
0 5' 10'
1" = 5'
H:

V:
0 10' 20' 2 1" = 10'
DRAINAGE SYSTEM 2 - PLAN
SCALE: 1" = 10'
N
0 10' 20'
1" = 10'
0 5' 10'
1" = 5'
H:

V:

DRAINAGE SYSTEM 2 - HEADWALL PROFILE
SCALE: 1" = 2.5'

SHEET GENERAL NOTES

1. ROCK SLOPE PROTECTION: MINIMUM ROCK SLOPE PROTECTION AT

STANDARD CMP OR RCP OUTLET SHALL BE FACING CLASS, PLACEMENT METHOD B. MINIMUM THICKNESS SHALL BE 1.8 FEET AND MINIMUM STONE WEIGHT SHALL BE 7 POUNDS.
1 PEDESTRIAN RAILING EF EF 2023-02-07

D
585
583
441+00
D
24" CMP
24 INCH CORRUGATED METAL PIPE R/W R/WR/W R/W RAIL CL"T" LINE

WETLAND (TYP)

HEADWALL

GRADING LIMITS (TYP)
10' x 4'
1 C-503

ROCK SLOPE PROTECTION
1 C-502

STORM DRAIN MANHOLE
5 C-501

WETLAND GRADING ELEVATION ELEVATION
DS-3 - PROFILE
577
580
585
590
577
580
585
590
0+00 0+50 0+91
OG
FG
24" CMP 24" CMP 15 LF @ S=0.0094 STA = 441+31.27 INV = 580.46 STA = 441+23.52 INV = 580.60SDMH 48" STA = 441+23.52, 5.70' R RIM=584.42 H = 3.82'

STRAIGHT HEADWALL, SINGLE CIRCULAR PIPE
PER CALTRANS REVISED STD. PLAN D89A

GRADE TO DRAIN
5 C-501

WETLAND GRADING
1 C-502
1 C-503
"T" LINE

PEDESTRIAN RAILING
PER SHEET S-3011.5'
4'
585
585
584
583
445+00 R/W R/W R/W R/W

MSE WALL

WETLAND (TYP) RAIL CL
36" CMP 36 INCH CORRUGATED METAL PIPE

GRADING LIMITS (TYP)
"T" LINE
5 C-501

WETLAND GRADING
17' x 6'
1 C-503

ROCK SLOPE PROTECTION ELEVATION
DS-4 - PROFILE
577
580
585
590
577
580
585
590
0+00 0+50 0+80
GRADE TO DRAIN STA = 444+70.14 INV = 580.65 STA = 444+70.14 INV = 580.79 36" CMP
OG
FG
5 C-501

WETLAND GRADING

UNIVERSAL COUPLING COLLAR
PER CALTRANS STD. PLAN D97C
1 C-503
"T" LINE
36" CMP 7 LF @ S=0.0200 2'
6'

PEDESTRIAN RAILING
PER SHEET S-301
582
582
581
580
580
581
581
448+00
"T" LINE R/W R/W R/W R/W RAIL CL

WETLAND (TYP)

GRADING LIMITS (TYP)

HEADWALL
24" RCP 24" RCP
5 C-501

WETLAND GRADING
10' x 4'
1 C-503

ROCK SLOPE PROTECTION ELEVATION ELEVATION
DS-5 - PROFILE
575
580
585
590
575
580
585
590
0+00 0+50 0+80
24" RCP 16 LF @ S=0.0035 24" RCP STA = 448+25.33 INV = 579.28 STA = 448+25.33 INV = 579.34

GRADE TO DRAIN
OG
FG
1 C-503

STRAIGHT HEADWALL

SINGLE CIRCULAR PIPE
PER CALTRANS REVISED STD. PLAN D89A
"T" LINE

PEDESTRIAN RAILING
PER SHEET S-3011.5'
4'
5 C-501

WETLAND GRADING
6 C-501

CONCRETE COLLAR
11' 1'

5.5' 5.5'
24" CMP

TRAIL BEHIND WALL
ELEV 584.10

FG AT SHOULDER
ELEV 584.10
FG AT SHOULDER 4.25' 0.67' 1'
INV = 580.46
ELEV 585.71

TOP OF HEADWALL

FINISHED GRADE, FLOWLINE

TOP OF FOOTING
BOTTOM OF FOOTING 1'
24" RCP
INV = 579.28

TRAIL BEHIND WALL

10.5' 1' 4.25' 0.67' 1' 1'
ELEV 582.53

FG AT SHOULDER
ELEV 582.53

FG AT SHOULDER
ELEV 584.53

TOP OF HEADWALL

5.25' 5.25'

FINISHED GRADE, FLOWLINE

TOP OF FOOTING

BOTTOM OF FOOTING
Project
Client
Plot Date: 7 February 2023 - 11:10 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-DRN-RD-D121.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
DRAINAGE PLAN 2
AS NOTED C-122 31
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
0 10' 20'
1" = 10'
0 5' 10'
1" = 5'
H:

V:
0 10' 20' 3 1" = 10'
DRAINAGE SYSTEM 3 - PLAN
SCALE: 1" = 10'
N
0 10' 20' 4 1" = 10'
DRAINAGE SYSTEM 4 - PLAN
SCALE: 1" = 10'
N
0 10' 20'
1" = 10'
0 5' 10'
1" = 5'
H:

V:
0 10' 20' 5 1" = 10'
DRAINAGE SYSTEM 5 - PLAN
SCALE: 1" = 10'
N
0 10' 20'
1" = 10'
0 5' 10'
1" = 5'
H:

V:

DRAINAGE SYSTEM 3 - HEADWALL PROFILE
SCALE: 1" = 2.5'
DRAINAGE SYSTEM 5 - HEADWALL PROFILE
SCALE: 1" = 2.5'
DRAINAGE SYSTEM 4 - MSE WALL PROFILE
SCALE: 1" = 2.5'
FOR MSE WALL PROFILE SEE SHEET S-103

SHEET GENERAL NOTES

1. ROCK SLOPE PROTECTION: MINIMUM ROCK SLOPE PROTECTION AT

STANDARD CMP OR RCP OUTLET SHALL BE FACING CLASS, PLACEMENT METHOD B. MINIMUM THICKNESS SHALL BE 1.8 FEET AND MINIMUM STONE WEIGHT SHALL BE 7 POUNDS.
1 PEDESTRIAN RAILING EF EF 2023-02-07

D
D
STOP
STOP
BIKE
LANE
FO 400+00 401+00

COMMERCE DR
"T" LINE

RAIL CL
R/W
R/W
R/W
R/W

AIRPORT RD

AIRPORT RD
UD2
RD2
C1
C1
P4
P5
S1 #R1-1 (STOP)
P6 150 LF
S1 #W3-1 (STOP AHEAD)
S1 #W10-2(L) (GRADE CROSSING)
RD1
RD1
UD1
R5-3 (NO MOTOR VEHICLES) S1
Project
Client
Plot Date: 21 December 2022 - 6:25 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-INT-RD-D401.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

GRADE CROSSING PLAN -

COMMERCE DIVE
1" = 20' C-401 32
H. DAAS
H. DAAS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

GRADE CROSSING PLAN - COMMERCE DIVE
0 10' 20' 40'
SCALE: 1" = 20'

KEY NOTES
CD1 PROTECT EXISTING DRIVEWAY.

CD2 SAWCUT WITH 1'HMA (TYPE A) BACKFILL.

CD3 REMOVE FENCE.

C1 NON-MOTORIZED PATHWAY.

C2 CURB RAMP PER CALTRANS STD. PLAN A88A AND A88B.

C3 4' CHAIN LINK FENCE PER CALTRANS STD. PLAN A85.

GENERAL NOTES

1. CONTOURS AND VEGETATION ARE NOT SHOWN FOR CLARITY. SEE PLAN AND PROFILE PLANS.

4. CONTRACTOR TO FIELD FIT GATES AND FENCES.

5. ALL EXISTING STRIPING THAT CONFLICTS WITH THE PROPOSED STRIPING (WITHIN 25' OF THE TRACK) IS TO BE REMOVED BY GRINDING, UNLESS OTHERWISE NOTED.

6. CONTRACTOR TO VERIFY WITH ENGINEER ALL STRIPE TO BE REMOVED PRIOR TO REMOVAL.

7. # SIGN: BIKE SCALE SIGN PER SECTION 9B OF THE CA MUTCD.

8. SIGNS ARE PER CALIFORNIA MUTCD STD. UNLESS STATED OTHERWISE.

9. ALL EXISTING STREET SIGNS WITHIN RAIL RIGHT OF WAY ARE TO REMAIN UNLESS FOUND IN CONFLICT WITH CROSSING IMPROVEMENTS. IN THIS CASE, THESE SIGNS

ARE EITHER REMOVED, RELOCATED, OR REPLACED PER DIRECTION OF THE FIELD ENGINEER WITH APPROVAL OF CITY OR COUNTY PUBLIC WORKS DEPARTMENT.

10. CONTRACTOR TO MARK PLACEMENT OF ALL SIGNS, PAVEMENT MARKINGS, AND