Hermosa Beach City Council
July 22, 2025

11 20__ (maturity)
However, in the event of a partial redemption of Assessment Bonds through optional redemption under Section 2.03(A)(i), the mandatory sinking payments set forth above will be reduced on a pro-rata basis in integral multiples of $0.01 as determined by the Paying Agent.

However, in the event of a partial redemption of Assessment Bonds through extraordinary redemption from Assessment prepayments under Section

2.03(A)(ii), the mandatory sinking payments set forth above will be reduced in inverse order of maturity or from such maturities as are selected by the City, in integral multiples of $0.01 as determined by the Paying Agent. (iv) Governing Law. The provisions of Part 11.1 of the Bond Law are applicable to the optional and extraordinary redemption of the Assessment Bonds, and the advance payment of Assessments.
(B) Reserved.
(C) Redemption Procedure by Paying Agent.
(i) Mailing of Notice. The Paying Agent shall cause notice of any redemption to be given by registered or certified mail or by personal service to the Owners of any Assessment Bonds designated for redemption, at their addresses appearing on the Bond Register in the Principal Office of the Paying Agent, with a copy to the City. Failure to so mail any notice of redemption, or of any person or entity to receive any such notice, or any defect in any notice of redemption, shall not affect the validity of the proceeding for the redemption of such Assessment Bonds.

12 (ii) Contents of Notice. Such notice shall state the following:
(1) the redemption date,
(2) the redemption price,
(3) if less than all of the then Outstanding Assessment Bonds are to be called for redemption, the Bond numbers of the Assessment Bonds to be redeemed (by designating the individual Bond number of each Assessment Bond to be redeemed or by stating that all Assessment Bonds between two designated Bond numbers, both inclusive, are to be redeemed) or that all of the Assessment Bonds of one or more maturities have been called for redemption,
(4) as to any Assessment Bond called in part, the principal amount thereof to be redeemed, and
(5) that such Assessment Bonds must be then surrendered at the Principal Office of the Paying Agent for redemption at the redemption price, and
(6) that further interest on the Assessment Bonds (or portion thereof) called for redemption will not accrue from and after the redemption date.
(iii) Rescission of Redemption. The City may rescind any optional or extraordinary redemption under subsection (A)(i) or (ii) above by written notice to the Paying Agent on or prior to the date fixed for redemption. Any notice of redemption shall be cancelled and annulled if for any reason insufficient funds are on deposit in the Redemption Fund 5 days prior to the redemption date, and such cancellation shall not constitute an Event of Default hereunder. The Paying Agent shall mail or deliver notice of rescission of redemption in the same manner notice of redemption was originally provided.
(iv) Identification of Assessment Bonds Redeemed. Upon the payment of the redemption price of Assessment Bonds being redeemed, each check or other transfer of funds issued for such purpose shall, to the extent practicable, bear the number identifying, by issue and maturity, the Assessment Bonds being redeemed with the proceeds of such check or other transfer. (v) Redemption of Assessment Bonds in Part. Upon surrender of Assessment Bonds redeemed in part only, the City shall execute and the Paying Agent shall authenticate and deliver to the registered Owner, at the expense of the City, a new Assessment Bond or Bonds, of the same series and maturity, of authorized denominations in aggregate principal amount equal to the unredeemed portion of the Bond or Bonds.
(vi) Cancellation of Assessment Bonds Redeemed. All Assessment Bonds redeemed by the Paying Agent pursuant to this Section 2.03 shall be canceled by the Paying Agent. The Paying Agent shall destroy the canceled

13 Bonds and, upon request of the City, issue a certificate of destruction of such Assessment Bonds to the City.
(vii) Redemption Procedure While Bond Owned by Original Purchaser.

Notwithstanding the foregoing, while all of the Assessment Bonds are owned by the Original Purchaser, the Original Purchaser may waive any or all of the provisions of this subsection (C).
(D) Effect of Redemption. From and after the date fixed for redemption, if funds available for the payment of the principal of (including sinking payments) and interest and premium, if any, on the Assessment Bonds so called for redemption have been deposited in the Redemption Fund on the date fixed for redemption, such Assessment Bonds so called shall cease to be entitled to any benefit under this Agreement other than the right to receive payment of the redemption price, and no interest shall accrue thereon on or after the redemption date specified in such notice.

Section 2.04. Form of Assessment Bonds. The Assessment Bonds, the form of Paying Agent’s certificate of authentication and the form of assignment, to appear thereon, shall be substantially in the forms, respectively, set forth in Exhibit B attached hereto and by this reference incorporated herein, with necessary or appropriate variations, omissions and insertions, as permitted or required by this Agreement, the Resolution of Issuance and the Bond Law.

Section 2.05. Execution of Assessment Bonds. The Assessment Bonds shall be executed on behalf of the City by the facsimile signatures of the City Manager and the Clerk who are in office on the Closing Date. If any officer whose signature appears on any Assessment Bond ceases to be such officer before delivery of the Assessment Bonds to the Owner, such signature shall nevertheless be as effective as if the officer had remained in office until the delivery of the Assessment Bonds to the Owner. Any Assessment Bond may be signed and attested on behalf of the City by such persons as at the actual date of the execution of such Assessment Bond shall be the proper officers of the City although at the nominal date of such Assessment Bond any such person shall not have been such officer of the City. Only such Assessment Bonds as shall bear thereon a certificate of authentication in substantially the form set forth in Exhibit B, executed and dated by the Paying Agent, shall be valid or obligatory for any purpose or entitled to the benefits of this Agreement, and such certificate of authentication of the Paying Agent shall be conclusive evidence that the Assessment Bonds registered hereunder have been duly authenticated, registered and delivered hereunder and are entitled to the benefits of this Agreement.

Section 2.06. Transfer of Assessment Bonds. Any Assessment Bond may, in accordance with its terms, be transferred, upon the Bond Register under Section 2.08 hereof by the person in whose name it is registered, in person or by such person’s duly authorized attorney, upon surrender of such Assessment Bond for cancellation, accompanied by delivery of a duly written instrument of transfer in a form approved by the Paying Agent. The cost for any services rendered or any expenses incurred by the Paying Agent in connection with any such transfer shall be paid by the City. The Paying Agent shall collect from the Owner requesting such transfer any tax or other governmental charge required to be paid with respect to such transfer. Whenever any Assessment Bond or Bonds shall be surrendered for transfer, the City shall execute and the Paying Agent shall authenticate and deliver a new Assessment Bond or Bonds, for like aggregate principal amount(s), maturity(ies) and interest rate(s) in the denominations herein authorized.

Neither the City nor the Paying Agent shall be required to make such transfer of Assessment Bonds on or after a Record Date and before the next ensuing Interest Payment Date.

14 Section 2.07. Exchange of Assessment Bonds. Bonds may be exchanged at the Principal Office of the Paying Agent for a like aggregate principal amount of Assessment Bonds of authorized denominations and of the same maturity. In furtherance of the foregoing, any Assessment Bond may be exchanged at the Principal Office of the Paying Agent for a like aggregate principal amount of one or more new Assessment Bonds of authorized denominations, issued as serial Assessment Bonds and/or term Assessment Bonds, so long as the final maturity of at least one such serial and/or term Assessment Bonds corresponds to the final maturity of the term Assessment Bond so exchanged. The cost for any services rendered or any expenses incurred by the Paying Agent in connection with any such exchange shall be paid by the City.

The Paying Agent shall collect from the Owner requesting such exchange any tax or other governmental charge required to be paid with respect to such exchange. Neither the City nor the Paying Agent shall be required to make such exchange of Assessment Bonds after a Record Date and before the next ensuing Interest Payment Date.

Section 2.08. Bond Register. The Paying Agent will keep, or cause to be kept, at its Principal Office, the Bond Register, which shall constitute the books for the registration and transfer of the Assessment Bonds, shall show the series number, date, maturity amount, rate of interest and last registered Owner of each Assessment Bond, and shall at all times be open to inspection by the City during regular business hours on any Business Day, upon reasonable notice; and, upon presentation for such purpose, the Paying Agent shall, under such reasonable regulations as it may prescribe, register or transfer or cause to be registered or transferred, on the Bond Register, the ownership of the Assessment Bonds as hereinbefore provided.

Section 2.09. Temporary Assessment Bonds. The Assessment Bonds may be initially issued in temporary form exchangeable for definitive Bonds when ready for delivery. The temporary Bonds may be printed, lithographed or typewritten, shall be of such authorized denominations as may be determined by the City, and may contain such reference to any of the provisions of this Agreement as may be appropriate. Every temporary Bond shall be executed by the City and authenticated by the Paying Agent upon the same conditions and in substantially the same manner as the definitive Bonds. If the City issues temporary Bonds it will execute and furnish definitive Bonds without delay and thereupon the temporary Bonds shall be surrendered, for cancellation, in exchange for the definitive Bonds at the Principal Office of the Paying Agent or at such other location as the Paying Agent shall designate, and the Paying Agent shall authenticate and deliver in exchange for such temporary Bonds an equal aggregate principal amount of definitive Bonds of authorized denominations. Until so exchanged, the temporary bonds shall be entitled to the same benefits under this Agreement as definitive bonds authenticated and delivered hereunder.

Section 2.10. Assessment Bonds Mutilated, Lost, Destroyed or Stolen. If any Assessment Bond becomes mutilated, the City, at the expense of the Owner of said Bond, shall execute, and the Paying Agent shall authenticate and deliver, a new Assessment Bond of like tenor and principal amount in exchange and substitution for the Bond so mutilated, but only upon surrender to the Paying Agent of the Bond so mutilated. Every mutilated Bond so surrendered to the Paying Agent shall be canceled by it and destroyed by the Paying Agent who shall, upon request of the City, deliver a certificate of destruction thereof to the City.

If any Assessment Bond is lost, destroyed or stolen, evidence of such loss, destruction or theft may be submitted to the Paying Agent and, if such evidence be satisfactory to the Paying Agent and indemnity satisfactory to the Paying Agent and the City shall be given, the City, at the expense of the Owner, shall execute, and the Paying Agent shall authenticate and deliver, a new

15 Assessment Bond of like tenor and principal amount in lieu of and in substitution for the Bond so lost, destroyed or stolen.

The City may require payment of a sum not exceeding the actual cost of preparing each new Assessment Bond delivered under this Section 2.10 and of the expenses which may be incurred by the City and the Paying Agent for the preparation, execution, authentication and delivery. Any Assessment Bond delivered under the provisions of this Section in lieu of any Assessment Bond alleged to be lost, destroyed or stolen shall constitute an original additional contractual obligation on the part of the City whether or not the Bond so alleged to be lost, destroyed or stolen is at any time enforceable by anyone, and shall be equally and proportionately entitled to the benefits of this Agreement with all other Bonds issued under this Agreement.

16 ARTICLE III

ISSUANCE OF ASSESSMENT BONDS
Section 3.01. Issuance and Delivery of Assessment Bonds. At any time after the execution of this Agreement, the City may issue the Assessment Bonds in the aggregate principal amount set forth in Section 2.01 hereof and deliver the Assessment Bonds to the Original Purchaser. Pursuant to the Resolution of Issuance, the Authorized Officers of the City are authorized and directed to deliver any and all documents and instruments necessary to cause the issuance of the Assessment Bonds in accordance with the provisions of the Act, the Bond Law, the Resolution of Issuance and this Agreement, and to do and cause to be done any and all acts and things necessary or convenient for delivery of the Assessment Bonds to the Original Purchaser.

Section 3.02 . Validity of Assessment Bonds. The validity of the authorization and issuance of the Assessment Bonds shall not be dependent upon the completion of public improvements or upon the performance by any person of such person’s obligation with respect to the public improvements.

Section 3.03. Pledge of Assessments and Funds. The Assessment Bonds shall be secured by a first pledge (which shall be effected in the manner and to the extent herein provided) of all of the Assessments and all moneys deposited in the Redemption Fund and the Reserve Fund. The Assessments and all moneys deposited into said funds (except as otherwise provided herein) are hereby dedicated to the payment of the principal of (including sinking payments) and interest and premium, if any, on the Assessment Bonds as provided herein and in the Bond Law until all of the Assessment Bonds have been paid and retired or until moneys or Federal Securities have been set aside irrevocably for that purpose in accordance with Section 9.03 hereof.

Section 3.04. Limited Obligation. All obligations of the City under this Agreement and the Assessment Bonds shall not be general obligations of the City, but shall be limited obligations, payable solely from the Assessments and the funds pledged therefore hereunder. Neither the faith and credit of the City nor of the State of California or any political subdivision thereof is pledged to the payment of the Assessment Bonds.

The Assessment Bonds are “Limited Obligation Improvement Bonds” within the meaning of section 8769 of the Bond Law and are payable solely from and secured solely by the Assessments and the amounts in the Redemption Fund and Reserve Fund created hereunder.

Notwithstanding any other provision of this Agreement, the City is not obligated to advance available surplus funds from the City treasury to cure any deficiency in the Redemption Fund.

Section 3.05. No Acceleration. The principal of the Assessment Bonds shall not be subject to acceleration hereunder. Nothing in this Section 3.05 shall in any way prohibit the redemption of Assessment Bonds under Section 2.03 hereof, or the defeasance of the Assessment Bonds and discharge of this Agreement under Section 9.03 hereof.

Section 3.06. Refunding of Assessment Bonds. The Assessment Bonds may be refunded by the City pursuant to Divisions 11 or 11.5 of the California Streets and Highways Code upon the conditions as set forth in appropriate proceedings therefor. This Section shall not apply to or in any manner limit advancement of the maturity of any of the Assessment Bonds as provided in

17 Parts 8, 9, 11, or 11.1 of the Bond Law, nor shall this Section apply to or in any manner limit the redemption and payment of any Assessment Bond pursuant to subsequent proceedings providing for the payment of amounts to eliminate previously imposed fixed lien assessments, including the Assessments.

18 ARTICLE IV

FUNDS AND ACCOUNTS
Section 4.01. Deposit of Assessment Bond Proceeds. The net proceeds received from the Original Purchaser in consideration of the purchase of the Assessment Bonds by the Original Purchaser, in the amount of $______________ (which represents the par amount of the Assessment Bonds, without premium or discount) shall be transferred by the Original Purchaser to the Paying Agent, who shall deposit such proceeds on the Closing Date as follows:
(A) deposit $______________ into the Reserve Fund, equaling the Reserve Requirement; and
(B) deposit $_________________ into the Improvement Fund.

Section 4.02. Improvement Fund.
(A) Establishment of Improvement Fund. The Improvement Fund is hereby established as a separate fund to be held by the Finance Manager for the benefit of the City, and shall be funded with the proceeds of the Assessment Bonds in accordance with Section 4.01. Moneys in the Improvement Fund shall be held by the Finance Manager, and shall be disbursed, except as otherwise provided in subsection (D) below, for the payment or reimbursement of costs of the Project.
(B) Disbursement. Disbursements from the Improvement Fund shall be made by the Finance Manager upon receipt of an Officer's Certificate, which:
(i) sets forth the amount required to be disbursed, the purpose for which the disbursement is to be made, the person to which the disbursement is to be paid and state that such disbursement is for a Project cost; and (ii) certifies that no portion of the amount then being requested to be disbursed was set forth in any Officer’s Certificate previously filed requesting disbursement.
(C) Investment. Moneys in the Improvement Fund shall be invested and deposited under Section 6.01 hereof. Interest earnings and profits from such investment and deposit shall be retained in the Improvement Fund to be used for the purposes of such fund.
(D) Closing of Fund. Upon the filing of an Officer's Certificate stating that the Project has been completed and that all costs of the Project have been paid or are not required to be paid from the Improvement Fund, the Finance Manager shall transfer the amount, if any, remaining in the Improvement Fund as directed in the Officer's Certificate, which shall be in accordance with the Resolution of Intention and to the applicable provisions of the Act, and the Improvement Fund shall be closed.

19 Section 4.03. Redemption Fund.
(A) Establishment of Redemption Fund. The Redemption Fund is hereby established as a separate fund to be held by the Paying Agent to the credit of which deposits shall be made as required by this Agreement or the Bond Law. Moneys in the Redemption Fund shall be held by the Paying Agent for the benefit of the City and the Owners of the Assessment Bonds, and shall be disbursed for the payment of the principal of (including sinking payments) and interest on the Assessment Bonds as provided below.

Within the Redemption Fund there is hereby established the Prepayment Account, which shall be used exclusively for the administration of any prepayments of Assessments pursuant to Section 8767 of the Bond Law to assure the timely redemption of Assessment Bonds. If all of the Assessments are prepaid in full, the Prepayment Account shall be closed.
(B) Disbursements. On or before each Interest Payment Date, the Paying Agent shall withdraw from the Redemption Fund for payment to the Owners of the Assessment Bonds the principal of (including sinking payments) and interest then due and payable on the Assessment Bonds.

If there are insufficient funds in the Redemption Fund to make the payments provided for in the foregoing sentence, the Paying Agent shall transfer from the Reserve Fund to the extent of any funds therein the amount of such insufficiency to the Redemption Fund. Amounts so transferred from the Reserve Fund and deposited in the Redemption Fund shall be applied to the payment of the Assessment Bonds.

If, after the foregoing transfers, there are insufficient funds in the Redemption Fund to pay to the Owners of the Assessment Bonds the principal of (including sinking payments), and interest then due and payable on the Bonds, the Paying Agent shall apply the available funds first to the payment of interest on the Assessment Bonds, then to the payment of principal due on the Assessment Bonds, and then to payment of principal due on the Assessment Bonds by reason of Assessment Bonds called for redemption pursuant to Section 2.03(A)(i) hereof.

The Paying Agent shall deposit in the Prepayment Account all monies received from the City representing the principal of and redemption premium on any prepaid Assessments; such monies shall be applied solely to the payment of principal of and premium and interest on the Assessment Bonds to be redeemed prior to maturity pursuant to Section 2.03(A)(ii) hereof, as directed by an Authorized Representative of the City. (C) Investment. Moneys in the Redemption Fund (and the accounts therein) shall be invested and deposited in accordance with Section 6.01. Interest earnings and profits resulting from such investment and deposit shall be retained in the Redemption Fund.

Section 4.04. Reserve Fund.
(A) Establishment of Reserve Fund. The Reserve Fund is hereby established as a separate fund to be held by the Paying Agent to the credit of which a deposit shall be made as required by Section 4.01 in an amount equal to the Reserve Requirement.

20 Proceeds from the redemption or sale of properties with respect to which payment of delinquent Assessments and interest thereon was made from the Reserve Fund under Section 4.03(B) above shall be deposited into the Reserve Fund, as provided in Section 8883 of the Bond Law.

Moneys in the Reserve Fund shall be held by the Paying Agent for the benefit of the City and the owners of the Assessment Bonds as a reserve for the payment of principal of (including sinking payments), and interest and any premium on, the Assessment Bonds.

The Paying Agent shall administer the Reserve Fund in accordance with this Agreement and Part 16 of the Bond Law.
(B) Use of Reserve Fund. Except as otherwise provided in this Section, all amounts deposited in the Reserve Fund shall be used and withdrawn by the Paying Agent solely for the purpose of making transfers to the Redemption Fund if any deficiency exists at any time in the Redemption Fund of the amount then required for payment of the principal of (including sinking payments), and interest on, the Assessment Bonds or, in accordance with this Section, for the purpose of redeeming Assessment Bonds from the Redemption Fund.
(C) Transfer Due to Deficiency in Redemption Fund. Transfers shall be made from the Reserve Fund to the Redemption Fund in the event of a deficiency in the Redemption Fund, in accordance with Section 4.03(B) above. (D) Payment of Assessments. Whenever, after the issuance of the Bonds, an Assessment is paid, in whole or in part, as provided in the Bond Law, the Paying Agent shall transfer from the Reserve Fund to the Redemption Fund an amount equal to the product of the ratio of the original amount of the Assessment securing any Assessment Bonds so paid to the original amount of all unpaid Assessments securing any Assessment Bonds, times the amount of the Reserve Requirement as of the Closing Date. (E) Transfer of Excess of Reserve Requirement. Whenever, on any Interest Payment Date, the amount in the Reserve Fund exceeds the Reserve Requirement, the Paying Agent shall, transfer on or before such Interest Payment Date an amount equal to the excess from the Reserve Fund to the Redemption Fund to be used in accordance with Part 16 of the Bond Law.
(F) Transfer When Balance Exceeds Outstanding Assessment Bonds.

Whenever the balance in the Reserve Fund is sufficient to retire all the Outstanding Assessment Bonds, whether by advance retirement or otherwise, collection of the principal and interest on the Assessments shall be discontinued and the Paying Agent shall liquidate the Reserve Fund in retirement of the Outstanding Assessment Bonds.

If the balance in the Reserve Fund at the time of liquidation exceeds the amount required to retire all of the Outstanding Assessment Bonds, the Paying Agent shall use the excess in accordance with the Act and the Bond Law. (G) Investment. Moneys in the Reserve Fund shall be invested and deposited in accordance with Section 6.01. Interest earnings and profits resulting from such investment and deposit shall be retained in the Reserve Fund.

21 ARTICLE V

COVENANTS OF THE CITY
Section 5.01. Collection of Assessments. The City shall comply with all requirements of the Act, the Bond Law and this Agreement to assure the timely collection of the Assessments, including, without limitation, the enforcement of delinquent Assessments. Any funds received by the City in and for the District, including, but not limited to, collections of Assessments upon the secured tax rolls, collections of delinquent Assessments and penalties thereon, through foreclosure proceedings and the prepayment of Assessments or portions thereof, shall be immediately transmitted directly to the Paying Agent, without deduction, to be deposited into the funds and accounts herein specified. To that end, the following shall apply:
(A) The Assessments, as set forth on the List of Unpaid Assessments on file with the Finance Manager, together with the interest thereto, shall be payable in annual series corresponding in number to the number of serial maturities of the Assessment Bonds issued. An annual proportion of each Assessment shall be payable in each year preceding the date of maturity of each of the several series of Assessment Bonds issued sufficient to pay the Assessment Bonds when due and such proportion of each Assessment coming due in any year, together with the annual interest thereon, shall be payable in the same manner and at the same time and in the same installments as the general taxes on real property are payable, and become delinquent at the same times and in the same proportionate amounts and bear the same proportionate penalties and interests after delinquency as do the general taxes on real property. All sums received from the collection of the Assessments and of the interest and penalties thereon shall be placed in the Redemption Fund. Any prepayments of Assessments shall be placed in the Prepayment Account established under and administered in accordance with this Agreement.
(B) The Finance Manager shall, before the final date on which the Auditor will accept the transmission of the Assessments for the parcels within the District for inclusion on the next tax roll, prepare or cause to be prepared, and shall transmit to the Auditor, such data as the Auditor requires to include the installments of the Assessments on the next secured tax roll of the County. The Finance Manager is hereby authorized to employ consultants to assist in computing the installments of the Assessments hereunder and in reconciling Assessments billed to amounts received as provided in subsection (C) of this Section 5.01.
(C) The Assessments shall be payable and be collected in the same manner and at the same time and in the same installments as the general taxes on real property are payable, and have the same priority, become delinquent at the same times and in the same proportionate amounts and bear the same proportionate penalties and interest after delinquency as do the general taxes on real property. In addition to any amounts authorized pursuant to the Bond Law to be included with the annual amounts of installments as aforesaid, the City, pursuant to section 8682.1 of the Bond Law, may cause to be entered on the assessment roll on which taxes will next become due, opposite each lot or parcel of land within the District in the manner set forth in said section 8682, each lot’s pro rata share of the annual expenses of the City in connection with the administrative duties thereof for the Assessment Bonds, including, but not limited to, the costs of registration, authentication, transfer and compliance with the provisions of Article V hereof,

22 which shall be used to defray the costs of the City in complying with the provisions of this Agreement. Delinquent Assessments shall be subject to foreclosure pursuant to Section

5.02 hereof.

Section 5.02. Foreclosure. The City hereby covenants with and for the benefit of the Owners of the Assessment Bonds that it will order, and cause to be commenced, and thereafter diligently prosecute an action in the superior court to foreclose the lien of any Assessment or installment thereof which has been billed, but has not been paid, pursuant to and as provided in Sections 8830 and 8835, inclusive of the Bond Law and the conditions specified in this Section

5.02. The Finance Manager shall notify the City Attorney of any such delinquency of which the Finance Manager is aware, and the City Attorney shall commence, or cause to be commenced, such foreclosure proceedings. Under this Section, “commence” means and includes any actions preparatory to filing of any complaint. The City Attorney is hereby authorized to employ counsel to conduct any such foreclosure proceedings.

The following conditions shall apply to the foreclosure proceedings, which shall be commenced within 60 days after any of the following determinations have been made, which shall be made by the Finance Manager not later than October 1 of each Fiscal Year:
(A) If the Finance Manager determines that there is a delinquency in the payment of three or more installments of the Assessments for a prior Fiscal Year or Years for any single parcel of land in the Assessment District, foreclosure shall be commenced against each parcel of land in the Assessment District with a delinquency in the payment of three or more installments of the Assessments for the prior Fiscal Year or Years. (B) If the Finance Manager determines that the total amount of delinquent Assessment for the prior Fiscal Year for the entire Assessment District exceeds 4% of the total Assessments due and payable for the prior Fiscal Year, foreclosure shall be commenced against each parcel of land within the Assessment District with any amount of delinquency for the prior Fiscal Year or Years.

Provided, however, that nothing herein shall prevent the Finance Manager or the City Attorney from causing the commencement of foreclosure proceedings before the occurrence of any of the foregoing.

Notwithstanding the foregoing, the City may elect to defer foreclosure proceedings on any parcel if the City has received funds equal to the delinquent Assessments from any other source, and those funds are available to contribute toward the payment of the principal of (including Sinking Fund Payments) and interest on the Assessment Bonds when due (including without limitation funds received under the Teeter Plan and funds from the sale of the receivables associated with delinquent Assessments).

Section 5.03. Punctual Payment. The City will punctually pay or cause to be paid the principal of (including sinking payments) and interest on the Assessment Bonds when and as due in strict conformity with the terms of this Agreement and any Supplemental Agreement, and it will faithfully observe and perform all of the conditions, covenants and requirements of this Agreement and all Supplemental Agreements and of the Assessment Bonds.

23 Section 5.04. Extension of Time for Payment. In order to prevent any accumulation of claims for interest after maturity, the City shall not, directly or indirectly, extend or consent to the extension of the time for the payment of any claim for interest on any of the Assessment Bonds and shall not, directly or indirectly, be a party to the approval of any such arrangement by purchasing or funding said claims for interest or in any other manner. In case any such claim for interest is extended or funded, whether or not with the consent of the City, such claim for interest so extended or funded shall not be entitled, in case of default hereunder, to the benefits of this Agreement, except subject to the prior payment in full of the principal of all of the Assessment Bonds then Outstanding and of all claims for interest which have not been so extended or funded.

Section 5.05. Against Encumbrance. The City will not encumber, pledge or place any charge or lien upon any of the Assessments or other amounts pledged to the Assessment Bonds superior to or on a parity with the pledge and lien herein created for the benefit of the Assessment Bonds, except as permitted by the Resolution of Issuance, this Agreement, the Act or the Bond Law.

Section 5.06. Books and Accounts. The City will keep, or cause to be kept, proper books of record and accounts, separate from all other records and accounts of the City, in which complete and correct entries shall be made of all transactions relating to the Assessments, which shall be subject to inspection by the Owners of the Assessment Bonds upon reasonable prior notice on any Business Day.

Section 5.07. Protection of Security and Rights of Owners. The City will preserve and protect the security of the Assessment Bonds and the rights of the Owners thereto, and will warrant and defend their rights to such security against all claims and demands of all persons.

From and after the delivery of any of the Assessment Bonds by the City, the Assessment Bonds shall be incontestable by the City.

Section 5.08. Further Assurances. The City will adopt, make, execute and deliver any and all such further resolutions, instruments and assurances as may be reasonably necessary or proper to carry out the intention or to facilitate the performance of this Agreement, and for the better assuring and confirming unto the Owners of the rights and benefits provided in this Agreement.

Section 5.09. Private Activity Bond Limitation. The City shall assure that the proceeds of the Assessment Bonds are not so used as to cause the Assessment Bonds to satisfy the private business tests of section 141(b) of the Code or the private loan financing test of section 141(c) of the Code.

Section 5.10. Federal Guarantee Prohibition. The City shall not take any action or permit or suffer any action to be taken if the result of the same would be to cause any of the Assessment Bonds to be “federally guaranteed” within the meaning of section 149(b) of the Code.

Section 5.11. Exemption from Rebate Requirement. The City is a governmental unit with the power to impose taxes of general applicability which, when collected, may be used for general purposes of the Issuer; the Assessment Bonds are not private activity bonds within the meaning of section 141 of the Code; and 95% of the net proceeds of the Assessment Bonds are to be used for local governmental activities of the City. The aggregate face amount (or, issue price, in the case of issues with a net original issue discount or net original issue premium in excess of 2% of the principal amount of the issue, excluding original issue premium used for reasonable underwriter’s compensation) of all tax-exempt obligations (other than private activity bonds as

24 defined in section 141 of the Code) issued by the City, including all subordinate entities of the Issuer and all entities which may issue obligations on behalf of the City, during the calendar year during which the Assessment Bonds are being issued, is not reasonably expected to exceed $5,000,000, excluding, however, that portion of current refunding obligations having a principal amount not in excess of the principal amount of the refunded obligation. By reason of the statements set forth in this subparagraph, the City will not rebate excess investment earnings, if any, to the federal government.

Section 5.12. No Arbitrage. The City shall not take, or permit or suffer to be taken by the Paying Agent or otherwise, any action with respect to the proceeds of the Assessment Bonds which, if such action had been reasonably expected to have been taken, or had been deliberately and intentionally taken, on the date of issuance of the Assessment Bonds would have caused the Assessment Bonds to be "arbitrage bonds" within the meaning of section 148 of the Code.

Section 5.13. Maintenance of Tax-Exemption. The City shall take all actions needed to assure the exclusion of interest on the Assessment Bonds from the gross income of the Owners of the Assessment Bonds to the same extent as such interest is permitted to be excluded from gross income under the Code as in effect on the date of issuance of the Assessment Bonds.

Section 5.14. Record Retention. The City shall retain its records of all accounting and monitoring it carries out with respect to the Assessment Bonds for at least 3 years after the Assessment Bonds mature or are redeemed (whichever is earlier); however, if the Assessment Bonds are redeemed and refunded, the City will retain its records of accounting and monitoring at least 3 years after the earlier of the maturity or redemption of the obligations that refunded the Assessment Bonds.

Section 5.15. Compliance with Tax Certificates. The City will comply with the provisions of the Arbitrage Certificate and the Use of Proceeds Certificate with respect to the Assessment Bonds, which are incorporated herein as if fully set forth herein. The covenants of this Section will survive payment in full or defeasance of the Assessment Bonds.

Section 5.16. Yield of the Assessment Bonds. In determining the yield of the Assessment Bonds to comply with Sections 5.11 and 5.12 hereof, the City will take into account redemption (including premium, if any) in advance of maturity based on the reasonable expectations of the City, as of the Closing Date, regarding prepayments of Assessments and use of prepayments for redemption of the Assessment Bonds, without regard to whether or not prepayments are received or Assessment Bonds are redeemed.

Section 5.17. Small Issuer Exemption from Bank Nondeductibility Restriction. The City hereby designates the Assessment Bonds for purposes of paragraph (3) of section 265(b) of the Code and represents that not more than $10,000,000 aggregate principal amount of obligations the interest on which is excludable (under section 103(a) of the Code) from gross income for federal income tax purposes (excluding (i) private activity bonds, as defined in section 141 of the Code, except qualified 501(c)(3) bonds as defined in section 145 of the Code and (ii) current refunding obligations to the extent the amount of the refunding obligation does not exceed the outstanding amount of the refunded obligation), including the Assessment Bonds, has been or will be issued by the Issuer, including all subordinate entities of the Issuer, during the calendar year 2025.

25 ARTICLE VI
INVESTMENTS; LIABILITY OF THE CITY
Section 6.01. Deposit and Investment of Moneys in Funds. (A) Subject in all respects to the provisions of Section 6.02, moneys in any fund or account created or established by this Agreement and held by the Paying Agent shall be invested by the Paying Agent in Authorized Investments.
(B) During any period when a substitute Paying Agent has been appointed for the Finance Manager under Section 7.01(B), moneys in any fund or account created or established by this Agreement and held by the Paying Agent shall be invested as directed pursuant to an Officer’s Certificate filed with the Paying Agent at least two Business Days in advance of the making of such investments, and the following shall apply to such investments:
(i) In the absence of any such Officer’s Certificate, the Paying Agent shall invest any such moneys in Authorized Investments described in clause (h) of the definition thereof which by their terms mature prior to the date on which such moneys are required to be paid out hereunder provided, however, that any such investment shall be made by the Paying Agent only if, prior to the date on which such investment is to be made, the Paying Agent shall have received an Officer’s Certificate specifying a specific money market fund and, if no such Officer’s Certificate is so received, the Paying Agent shall hold such moneys uninvested. The Paying Agent shall be entitled to rely upon any investment directions from the City as conclusive certification to the Paying Agent that the investments described therein are so authorized under the laws of the State of California and qualify as Authorized Investment. Obligations purchased as an investment of moneys in any fund shall be deemed to be part of such fund or account, subject, however, to the requirements of this Agreement for transfer of interest earnings and profits resulting from investment of amounts in funds and accounts;
(ii) The Paying Agent or its affiliates may act as principal or agent in the acquisition or disposition of any investment. The Paying Agent shall incur no liability for losses arising from any investments made pursuant to this Section; (iii) Investments in any and all funds and accounts may at the discretion of the Paying Agent be commingled in a separate fund or funds for purposes of making, holding and disposing of investments, notwithstanding provisions herein for transfer to or holding in or to the credit of particular funds or accounts of amounts received or held by the Paying Agent hereunder, provided that the Paying Agent shall at all times account for such investments strictly in accordance with the funds and accounts to which they are credited and otherwise as provided in this Agreement; and
(iv) The Paying Agent shall sell or present for redemption, any investment security whenever it shall be necessary to provide moneys to meet any required payment, transfer, withdrawal or disbursement from the fund or account to which such investment security is credited and the Paying Agent shall not be liable or responsible for any loss resulting from the acquisition or disposition of such investment security in accordance herewith.

26 The City acknowledges that to the extent regulations of the Comptroller of the Currency or other applicable regulatory entity grant the City the right to receive brokerage confirmations of security transactions as they occur, the City specifically waives receipt of such confirmations to the extent permitted by law. The Paying Agent will furnish the City periodic cash transaction statements which shall include detail for all investment transactions made by the Paying Agent hereunder.

Section 6.02. Acquisition, Disposition and Valuation of Investments. (A) Except as otherwise provided in subsection (B) of this Section, the City covenants that all investments of amounts deposited in any fund or account under this Agreement, or otherwise containing gross proceeds of the Assessment Bonds (under section 148 of the Code) shall be acquired, disposed of and valued (as of the date that valuation us required by this Agreement or the Code) at Fair Market Value, provided that the Paying Agent shall not be responsible for the determination of Fair Market Value. (B) Investments in funds or accounts (or portions thereof) that are subject to a yield restriction under applicable provisions of the Code and (unless valuation is undertaken at least annually) investments in the Reserve Fund shall be valued at their present value (under section 148 of the Code), provided that the Paying Agent shall not be responsible for the determination of present value. The Paying Agent shall be deemed to have complied with such valuation by using its automated pricing service through its trust accounting system.

Section 6.03. Liability of City. The City shall not incur any responsibility in respect of the Assessment Bonds or this Agreement other than in connection with the duties or obligations explicitly provided herein or in the Assessment Bonds. The City shall not be liable to any Owner in connection with the performance of its duties hereunder, except for its own negligence or willful default. The City shall not be bound to ascertain or inquire as to the performance or observance of any of the terms, conditions, covenants or agreements of the Paying Agent herein or of any of the documents executed by the Paying Agent in connection with the Assessment Bonds, or as to the existence of a default thereunder. Under this Agreement, the following shall apply to the City:
(A) In the absence of bad faith, the Paying Agent and the City, including the Finance Manager, may conclusively rely, as to the truth of the statements and the correctness of the opinions expressed therein, upon certificates or opinions furnished to the Paying Agent and the City and conforming to the requirements of this Agreement. The Paying Agent and the City, including the Finance Manager, shall not be liable for any error of judgment made in good faith unless it shall be proved that it was negligent in ascertaining the pertinent facts;
(B) No provision of this Agreement shall require the City to expend or risk its own general funds or otherwise incur any financial liability (other than with respect to the foreclosure proceedings for delinquent Assessments and the payment of fees and costs of the Paying Agent) in the performance of any of its obligations hereunder or in the exercise of any of its rights or powers, if it shall have reasonable grounds for believing that repayment of such funds or adequate indemnity against such risk or liability is not reasonably assured to it;
(C) The Paying Agent and the City may rely and shall be protected in acting or refraining from acting upon any notice, resolution, request, consent, order, certificate,

27 report, warrant, bond or other paper or document believed by it to be genuine and to have been signed or presented by the proper party or proper parties. The Paying Agent and the City may consult with counsel, who may be the City Attorney, with regard to legal questions, and the opinion of such counsel shall be full and complete authorization and protection in respect of any action taken or suffered by it hereunder in good faith and in accordance therewith;
(D) The City or the Paying Agent shall not be bound to recognize any person as the Owner of an Assessment Bond unless duly registered and until such Assessment Bond is submitted for inspection, if required, and his title thereto satisfactorily established, if disputed; and
(E) Whenever in the administration of its duties under this Agreement the City or the Paying Agent deems it necessary or desirable that a matter be proved or established prior to taking or suffering any action hereunder, such matter (unless other evidence in respect thereof be herein specifically prescribed) may, in the absence of willful misconduct on the part of the City or the Paying Agent, be deemed to be conclusively proved and established by a certificate of the Paying Agent or other expert retained by the City or the Paying Agent for the purposes hereof, and such certificate shall be full warrant to the City or the Paying Agent for any action taken or suffered under the provisions of this Agreement or any Supplemental Agreement upon the faith thereof, but in its discretion the City or the Paying Agent may, in lieu thereof, accept other evidence of such matter or may require such additional evidence as to it may deem reasonable.

Section 6.04. Employment of Agents by Paying Agent or City. In order to perform its duties and obligations hereunder, the Paying Agent or the City may employ such persons or entities as it deems necessary or advisable. The Paying Agent or the City shall not be liable for any of the acts or omissions of such persons or entities employed by it with reasonable care and in good faith hereunder, and shall be entitled to rely, and shall be fully protected in doing so, upon the opinions, calculations, determinations and directions of such persons or entities.

28 ARTICLE VII

THE PAYING AGENT
Section 7.01. Appointment of Paying Agent. The City’s Finance Manager is hereby appointed Paying Agent and paying agent for the Assessment Bonds. The Paying Agent undertakes to perform such duties, and only such duties, as are specifically set forth in this Agreement, and no implied covenants or obligations shall be read into this Agreement against the Paying Agent. With respect to the appointment of the Paying Agent, the following shall apply:
(A) Any company into which the Paying Agent may be merged or converted or with which it may be consolidated or any company resulting from any merger, conversion or consolidation to which it shall be a party or any company to which the Paying Agent may sell or transfer all or substantially all of its corporate trust business, provided such company shall be eligible under the following paragraph of this Section 7.01 shall be the successor to such Paying Agent without the execution or filing of any paper or any further act, anything herein to the contrary notwithstanding. The Paying Agent shall give the Finance Manager written notice of any such succession hereunder. (B) The City may remove the Paying Agent initially appointed and any successor thereto, and may appoint a successor or successor’s thereto, but any successor Paying Agent shall be a bank, national banking association or trust company having a combined capital (exclusive of borrowed capital) and surplus of at least $50,000,000 and subject to supervision or examination by federal or state authority. If such bank, national banking association or trust company publishes a report of condition at least annually, pursuant to law or to the requirements of any supervising or examining authority above referred to, then for the purposes of this Section 7.01, combined capital and surplus of such bank, national banking association or trust company shall be deemed to be its combined capital and surplus as set forth in its most recent report of condition so published.
(C) The Paying Agent may at any time resign by giving written notice to the City and by giving to the Owners notice by mail of such resignation. Upon receiving notice of such resignation, the City shall promptly appoint a successor Paying Agent, satisfying the requirements of Section 7.01(B) above, by an instrument in writing. Any resignation or removal of the Paying Agent shall become effective upon acceptance of appointment by the successor Paying Agent.
(D) If no appointment of a successor Paying Agent is made pursuant to the foregoing provisions of this Section within 45 days after the Paying Agent has given to the City written notice or after a vacancy in the office of the Paying Agent has occurred by reason of its inability to act, the Paying Agent or any Assessment Bond Owner may apply to any court of competent jurisdiction to appoint a successor Paying Agent. Said court may thereupon, after such notice, if any, as such court may deem proper, appoint a successor Paying Agent; and
(E) If, by reason of the judgment of any court, the Paying Agent is rendered unable to perform its duties hereunder, all such duties and all of the rights and powers of the Paying Agent hereunder shall be assumed by and vest in the Finance Manager of the City in trust for the benefit of the Owners. The City covenants for the direct benefit of the

29 Owners that its Finance Manager in such case shall be vested with all of the rights and powers of the Paying Agent hereunder, and shall assume all of the responsibilities and perform all of the duties of the Paying Agent hereunder, in trust for the benefit of the Owners of the Assessment Bonds.

Section 7.02. Liability of Paying Agent. With respect to the liability of the Paying Agent, the following shall apply:
(A) The recitals of facts, covenants and agreements herein and in the Assessment Bonds contained shall be taken as statements, covenants and agreements of the City, and the Paying Agent assumes no responsibility for the correctness of the same, makes no representations as to the validity or sufficiency of this Agreement or of the Assessment Bonds, or shall incur any responsibility in respect thereof, other than in connection with the duties or obligations herein or in the Assessment Bonds assigned to or imposed upon it. The Paying Agent shall not be liable in connection with the performance of its duties hereunder, except for its own negligence or willful misconduct.

The Paying Agent assumes no responsibility or liability for any information, statement or recital in any official statement or other disclosure material prepared or distributed with respect to the issuance of the Assessment Bonds;
(B) The Paying Agent may conclusively rely, as to the truth of the statements and the correctness of the opinions expressed therein, upon certificates or opinions furnished to the Paying Agent and conforming to the requirements of this Agreement; but in the case of any such certificates or opinions by which any provision hereof are specifically required to be furnished to the Paying Agent, the Paying Agent shall be under a duty to examine the same to determine whether or not they conform to the requirements of this Agreement. Except as provided above in this paragraph, the Paying Agent shall be protected and shall incur no liability in acting or proceeding, or in not acting or not proceeding, in good faith, reasonably and in accordance with the terms of this Agreement, upon any resolution, order, notice, request, consent or waiver, certificate, statement, affidavit, or other paper or document which it shall in good faith reasonably believe to be genuine and to have been adopted or signed by the proper person or to have been prepared and furnished pursuant to any provision of this Agreement, and the Paying Agent shall not be under any duty to make any investigation or inquiry as to-any statements contained or matters referred to in any such instrument; (C) The Paying Agent shall not be liable for any error of judgment made in good faith by a responsible officer unless it shall be proved that the Paying Agent was negligent in ascertaining the pertinent facts;
(D) No provision of this Agreement shall require the Paying Agent to expend or risk its own funds or otherwise incur any financial liability in the performance of any of its duties hereunder, or in the exercise of any of its rights or powers; (E) The Paying Agent shall be under no obligation to exercise any of the rights or powers vested in it by this Agreement at the request or direction of any of the Owners pursuant to this Agreement unless such Owners shall have offered to the Paying Agent reasonable security or indemnity against the costs, expenses and liabilities which might be incurred by it in compliance with such request or direction;

30 (F) The Paying Agent may become the owner of the Assessment Bonds with the same rights it would have if it were not the Paying Agent; (G) The permissive right of the Paying Agent to do things enumerated in this Agreement shall not be construed as a duty and it shall not be answerable for other than its negligence or willful misconduct;
(H) The Paying Agent may execute any of the duties or powers hereof and perform the duties required of it hereunder either directly or by or through attorneys or agents, shall not be liable for the acts or omissions of such attorneys or agents appointed with due care; and
(I) The Paying Agent shall not be concerned with or accountable to anyone for the subsequent use or application of any moneys which shall be released or withdrawn in accordance with the provisions hereof.
(J) The Paying Agent shall have the right to accept and act upon instructions, including funds transfer instructions (“Instructions”) given pursuant to this Agreement and delivered using Electronic Means (“Electronic Means”) shall mean the following communications methods: S.W.I.F.T., e-mail, facsimile transmission, secure electronic transmission containing applicable authorization codes, passwords and/or authentication keys issued by the Paying Agent, or another method or system specified by the Paying Agent as available for use in connection with its services hereunder); provided, however, that the City shall provide to the Paying Agent an incumbency certificate listing Authorized Officers with the authority to provide such Instructions and containing specimen signatures of such Authorized Officers, which incumbency certificate shall be amended by the City whenever a person is to be added or deleted from the listing. If the City elects to give the Paying Agent Instructions using Electronic Means and the Paying Agent in its discretion elects to act upon such Instructions, the Paying Agent’s understanding of such Instructions shall be deemed controlling. The City understands and agrees that the Paying Agent cannot determine the identity of the actual sender of such Instructions and that the Paying Agent shall conclusively presume that directions that purport to have been sent by an Authorized Officer listed on the incumbency certificate provided to the Paying Agent have been sent by such Authorized Officer. The City shall be responsible for ensuring that only Authorized Officers transmit such Instructions to the Paying Agent and that the City and all Authorized Officers are solely responsible to safeguard the use and confidentiality of applicable user and authorization codes, passwords and/or authentication keys upon receipt by the City. The Paying Agent shall not be liable for any losses, costs or expenses arising directly or indirectly from the Paying Agent’s reliance upon and compliance with such Instructions notwithstanding such directions conflict or are inconsistent with a subsequent written instruction. The City agrees: (i) to assume all risks arising out of the use of Electronic Means to submit Instructions to the Paying Agent, including without limitation the risk of the Paying Agent acting on unauthorized Instructions, and the risk of interception and misuse by third parties; (ii) that it is fully informed of the protections and risks associated with the various methods of transmitting Instructions to the Paying Agent and that there may be more secure methods of transmitting Instructions than the method(s) selected by the City; (iii) that the security procedures (if any) to be followed in connection with its transmission of Instructions provide to it a commercially reasonable degree of protection in light of its particular needs and circumstances; and (iv) to notify the Paying Agent immediately upon learning of any compromise or unauthorized use of the security procedures.

31 (K) The Paying Agent will not be considered in breach of or in default in its obligations hereunder or progress in respect thereto in the event of delay in the performance of such obligations due to unforeseeable causes beyond its control and without its fault or negligence, including, but not limited to, acts of god or of the public enemy or terrorists, acts of a government, acts of the other party, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, earthquakes, explosion, mob violence, riot, inability to procure or general sabotage or rationing of labor, equipment, facilities, sources of energy, material or supplies in the open market, litigation or arbitration involving a party or others relating to zoning or other governmental action or inaction pertaining to any project refinanced with the proceeds of the Assessment Bonds, malicious mischief, condemnation, and unusually severe weather or delays of suppliers or subcontractors due to such causes or any similar event and/or occurrences beyond the control of the Paying Agent.

Section 7.03. Information; Books and Accounts. The Paying Agent will keep, or cause to be kept, proper books of record and accounts, separate from all other records and accounts of the Paying Agent, in which complete and correct entries shall be made of all transactions made by it relating to the expenditure of amounts disbursed from the Redemption Fund. Such books of record and accounts shall, upon reasonable notice, at all times during business hours on any Business Day be subject to the inspection of the City and the Owners of not less than 10% of the principal amount of the Assessment Bonds then Outstanding, or their representatives duly authorized in writing.

Section 7.04. Notice to Paying Agent. The Paying Agent may conclusively rely, without undertaking any investigation or inquiry, and shall be protected in acting or refraining from acting upon any notice, resolution, request, consent, order, certificate, report, warrant, Bond or other paper or document reasonably believed by it to be genuine and to have been signed or presented by the proper party or proper parties. The Paying Agent may consult with counsel, who may be counsel to the City, with regard to legal questions, and the opinion of such counsel shall be full and complete authorization and protection in respect of any action taken or suffered by it hereunder in good faith and in accordance therewith. The Paying Agent shall not be bound to recognize any person as the Owner of an Assessment Bond unless and until such person is the registered Owner of such Assessment Bond and such Assessment Bond is submitted for inspection, if required, and such Owner’s title thereto satisfactorily established, if disputed.

Whenever in the administration of its duties under this Agreement the Paying Agent shall deem it necessary or desirable that a matter be proved or established prior to taking or suffering any action hereunder, such matter (unless other evidence in respect thereof be herein specifically prescribed) may, in the absence of willful misconduct on the part of the Paying Agent, be deemed to be conclusively proved and established by a certificate of an Authorized Officer of the City, and such certificate shall be full warrant to the Paying Agent for any action taken or suffered under the provisions of this Agreement or any Supplemental Agreement upon the faith thereof, but in its discretion the Paying Agent may, in lieu thereof, accept other evidence of such matter or may require such additional evidence as to it may seem reasonable.

Section 7.05. Compensation; Indemnification. The City shall pay to the Paying Agent from time to time reasonable compensation for all services rendered as Paying Agent under this Agreement, and also all reasonable expenses, charges, counsel fees and other disbursements, including those of the Paying Agent’s in house or other attorneys and agents, incurred in and about the performance of their powers and duties under this Agreement, but the Paying Agent shall not have a lien therefor on any funds at any time held by it under this Agreement. The City

32 further agrees, to the extent permitted by applicable law, to indemnify and save the Paying Agent, its officers, employees, directors and agents harmless against any costs, claims, losses, expenses including legal fees and expenses or liabilities of any kind whatsoever which it may incur in the exercise and performance of its powers and duties hereunder which are not due to its negligence or willful misconduct. The obligation of the City under this Section shall survive resignation or removal of the Paying Agent under this Agreement and payment of the Assessment Bonds and discharge of this Agreement.

Section 7.06. Interaction With the City. In conducting its duties hereunder whenever the Paying Agent is required or deems it appropriate to communicate with the City, it shall communicate with the Finance Manager unless otherwise specifically required hereunder. All statements and reports required to be produced by the Paying Agent hereunder shall be provided to the Finance Manager unless otherwise specifically provided hereunder.

33 ARTICLE VIII

MODIFICATION OR AMENDMENT OF THIS AGREEMENT
Section 8.01. Amendments Permitted. This Agreement and the rights and obligations of the City and of the Owners of the Assessment Bonds may be modified or amended at any time by a Supplemental Agreement pursuant to the affirmative vote at a meeting of Owners, or with the written consent without a meeting, of the Owners of at least 60% in aggregate principal amount of the Assessment Bonds then Outstanding, exclusive of Assessment Bonds disqualified as provided in Section 8.04. No such modification or amendment shall (i) extend the maturity of any Assessment Bond or reduce the interest rate thereon, or otherwise alter or impair the obligation of the City to pay the principal of (including sinking payments) and the interest on any Assessment Bond, without the express consent of the Owner of such Assessment Bond, or (ii) permit the creation by the City of any pledge or lien upon the Assessments superior to or on a parity with the pledge and lien created for the benefit of the Assessment Bonds (except as otherwise permitted by the Act, the Resolution, the laws of the State of California or this Agreement), or reduce the percentage of Assessment Bonds required for the amendment hereof, or to amend this Section

8.01. Any such amendment may not modify any of the rights or obligations of the Paying Agent without its written consent. This Agreement and the rights and obligations of the City and of the Owners may also be modified or amended at any time by a Supplemental Agreement, without the consent of any Owners, only to the extent permitted by law and only for any one or more of the following purposes:
(A) to add to the covenants and agreements of the City in this Agreement contained, other covenants and agreements thereafter to be observed, or to limit or surrender any right or power herein reserved to or conferred upon the City; (B) to make modifications not adversely affecting any outstanding series of Assessment Bonds of the City in any material respect;
(C) to make such provisions for the purpose of curing any ambiguity, or of curing, correcting or supplementing any defective provision contained in this Agreement, or in regard to questions arising under this Agreement, as the City and the Paying Agent may deem necessary or desirable and not inconsistent with this Agreement, and which shall not adversely affect the rights of the Owners of the Assessment Bonds; or (D) to make such additions, deletions or modifications as may be necessary or desirable to assure exemption from federal income taxation of interest on the Assessment Bonds.

Section 8.02. Owners’ Meetings. The City may at any time call a meeting of the Owners.

In such event the City is authorized to fix the time and place of said meeting and to provide for the giving of notice thereof and to fix and adopt rules and regulations for the conduct of said meeting.

Section 8.03. Procedure for Amendment with Written Consent of Owners. The City and the Paying Agent may at any time execute a Supplemental Agreement amending the provisions of the Assessment Bonds or of this Agreement or any Supplemental Agreement, to the extent that such amendment is permitted by Section 8.01 hereof, to take effect when and as provided in

34 this Section 8.03. With respect to such Supplemental Agreement under this Section 8.03, the following shall apply:
(A) A copy of such Supplemental Agreement, together with a request to Owners for their consent thereto, shall be mailed by first class mail, by the Paying Agent to each Owner of Assessment Bonds Outstanding, but failure to mail copies of such Supplemental Agreement and request shall not affect the validity of the Supplemental Agreement when assented to as in this Section provided; (B) Such Supplemental Agreement shall not become effective unless there shall be filed with the Paying Agent the written consents of the Owners of at least 60% in aggregate principal amount of the Assessment Bonds then Outstanding (exclusive of Assessment Bonds disqualified as provided in Section 8.04) and a notice shall have been mailed as hereinafter in this Section provided. Each such consent shall be effective only if accompanied by proof of ownership of the Assessment Bonds for which such consent is given, which proof shall be such as is permitted by Section 9.04. Any such consent shall be binding upon the Owner of the Assessment Bonds giving such consent and on any subsequent Owner (whether or not such subsequent Owner has notice thereof) unless such consent is revoked in writing by the Owner giving such consent or a subsequent Owner by filing such revocation with the Paying Agent prior to the date when the notice hereinafter in this Section provided for has been mailed; and (C) After the Owners of the required percentage of Assessment Bonds shall have filed their consents to the Supplemental Agreement, the City shall mail a notice to the Owners in the manner hereinbefore provided in this Section for the mailing of the Supplemental Agreement, stating in substance that the Supplemental Agreement has been consented to by the Owners of the required percentage of Assessment Bonds and will be effective as provided in this Section but failure to mail copies of said notice shall not affect the validity of the Supplemental Agreement or consents thereto). Proof of the mailing of such notice shall be filed with the Paying Agent. A record, consisting of the papers required by this Section 8.03 to be filed with the Paying Agent, shall be proof of the matters therein stated until the contrary is proved. The Supplemental Agreement shall become effective upon the filing with the Paying Agent of the proof of matters therein of such notice, and the Supplemental Agreement shall be deemed conclusively binding (except as otherwise hereinabove specifically provided in this Article) upon the City and the Owners of all Assessment Bonds at the expiration of 60 days after such filing, except in the event of a final decree of a court of competent jurisdiction setting aside such consent in a legal action or equitable proceeding for such purpose commenced within such 60-day period.

Section 8.04. Disqualified Assessment Bonds. Bonds owned or held for the account of the City, excepting any pension or retirement fund, shall not be deemed Outstanding for the purpose of any vote, consent or other action or any calculation of Outstanding Assessment Bonds provided for in this Article VIII, and shall not be entitled to vote upon, consent to, or take any other action provided for in this Article VIII. Upon request of the Paying Agent, the City shall specify in a certificate to the Paying Agent those Bonds disqualified pursuant to this Section and the Paying Agent may conclusively rely on such certificate.

Section 8.05. Effect of Supplemental Agreement. From and after the time any Supplemental Agreement becomes effective pursuant to this Article VIII, this Agreement shall be deemed to be modified and amended in accordance therewith, the respective rights, duties and

35 obligations under this Agreement of the City and all Owners of Assessment Bonds Outstanding shall thereafter be determined, exercised and enforced hereunder subject in all respects to such modifications and amendments, and all the terms and conditions of any such Supplemental Agreement shall be deemed to be part of the terms and conditions of this Agreement for any and all purposes.

Section 8.06. Endorsement or Replacement of Assessment Bonds Issued After Amendment. The City may determine that Bonds issued and delivered after the effective date of any action taken as provided in this Article VIII shall bear a notation, by endorsement or otherwise, in form approved by the City, as to such action. In that case, upon request of the Owner of any Assessment Bond Outstanding at such effective date and presentation of his Bond for that purpose at the Principal Office of the Paying Agent or at such other office as the City may select and designate for that purpose, a suitable notation shall be made on such Assessment Bond.

The City may determine that new Assessment Bonds, so modified as in the opinion of the City is necessary to conform to such Owners’ action, shall be prepared, executed and delivered. In that case, upon request of the Owner of any Assessment Bonds then Outstanding, such new Assessment Bonds shall be exchanged at the Principal Office of the Paying Agent without cost to any Owner, for Assessment Bonds then Outstanding, upon surrender of such Assessment Bonds.

Section 8.07. Amendatory Endorsement of Assessment Bonds. The provisions of this Article VIII shall not prevent any Owner from accepting any amendment as to the particular Assessment Bonds held by him, provided that due notation thereof is made on such Assessment Bonds.

Section 8.08. No Additional Indebtedness. The City covenants not to issue additional obligations secured by a pledge of the Assessments equally and ratably with the Assessment Bonds, except that the City may issue bonds secured on parity with the Assessment Bonds to refund all or a portion of the Assessment Bonds.

36 ARTICLE IX

MISCELLANEOUS
Section 9.01. Benefits of Agreement Limited to Parties. Nothing in this Agreement, expressed or implied, is intended to give to any person other than the City, the Paying Agent and the Owners, any right, remedy or claim under or by reason of this Agreement. Any covenants, stipulations, promises or agreements in this Agreement contained by and on behalf of the City shall be for the sole and exclusive benefit of the Owners and the Paying Agent.

Section 9.02. Successor is Deemed Included in All Reference to Predecessor. Whenever in this Agreement or any Supplemental Agreement either the City or the Paying Agent is named or referred to, such reference shall be deemed to include the successors or assigns thereof, and all the covenants and agreements in this Agreement contained by or on behalf of the City or the Paying Agent shall bind and inure to the benefit of the respective successors and assigns thereof whether so expressed or not.

Section 9.03. Discharge of Agreement. Subject to the provisions of Section 2.13 hereof, if the City pays and discharges the entire indebtedness on all Assessment Bonds Outstanding in any one or more of the following ways:
(A) by well and truly paying or causing to be paid the principal of (including sinking payments) and interest on all Assessment Bonds Outstanding, as and when the same become due and payable;
(B) by depositing with the Paying Agent, in trust, at or before maturity, money which, together with the amounts then on deposit in the funds and accounts provided for in Section 4.03 is fully sufficient to pay all Assessment Bonds Outstanding, including all principal and interest, or;
(C) by irrevocably depositing with the Paying Agent, in trust, cash and Federal Securities in such amount as the City shall determine, as confirmed by an independent certified public accountant, which will, together with the interest to accrue thereon and moneys then on deposit in the fund and accounts provided for in Sections 4.04 and 4.05, be fully sufficient to pay and discharge the indebtedness on all Assessment Bonds, including all principal and interest, at or before their respective maturity dates; and if such Assessment Bonds are to be redeemed prior to the maturity thereof, notice of such redemption has been given as in this Agreement provided or provision satisfactory to the Paying Agent has been made for the giving of such notice, then, at the election of the City, and notwithstanding that any Assessment Bonds have not been surrendered for payment, the pledge of the Assessments and other funds provided for in this Agreement and all other obligations of the City under this Agreement with respect to all Assessment Bonds Outstanding shall cease and terminate, except only the obligation of the City to pay or cause to be paid to the Owners of the Assessment Bonds not so surrendered and paid all sums due thereon, the obligation of the City to assure that no action is taken or failed to be taken if such action or failure adversely affects the exclusion of interest on the Assessment Bonds from gross income for federal income tax purposes, and all amounts owing to the Paying Agent pursuant to Section 7.05 hereof; and thereafter Assessments shall not be payable to the Paying Agent. Notice of such election shall be filed with the Paying Agent.

37 Any funds thereafter held by the Finance Manager upon payments of all fees and expenses of the Paying Agent, which are not required for said purpose, shall be paid over to the City to be used by the City as provided in the Act and the Bond Law.

In connection with any discharge under this Section, refunding bonds may be exchanged for the Assessment Bonds to be refunded on any basis (including with respect to redemption dates) that the legislative body of the City determines is for the benefit of the City if the bondholders consent to the exchange.

Section 9.04. Execution of Documents and Proof of Ownership by Owners. Any request, declaration or other instrument which this Agreement may require or permit to be executed by Owners may be in one or more instruments of similar tenor, and shall be executed by Owners in person or by their attorneys appointed in writing. Except as otherwise herein expressly provided, the fact and date of the execution by any Owner or his attorney of such request, declaration or other instrument, or of such writing appointing such attorney, may be proved by the certificate of any notary public or other officer authorized to take acknowledgments of deeds to be recorded in the state in which he purports to act, that the person signing such request, declaration or other instrument or writing acknowledged to him the execution thereof, or by an affidavit of a witness of such execution, duly sworn to before such notary public or other officer. The ownership of registered bonds and the amount, maturity, number and date of holding the same shall be proved by the registry books. Any consent, request, declaration or other instrument or writing of the then registered Owner of any Assessment Bond shall bind all future Owners of such Assessment Bond in respect of anything done or suffered to be done by the City or the Paying Agent in good faith and in accordance therewith.

Section 9.05. Waiver of Personal Liability. No member, officer, agent or employee of the City shall be individually or personally liable for the payment of the principal of (including sinking payments) or interest on the Assessment Bonds; but nothing herein contained shall relieve any such member, officer, agent or employee from the performance of any official duty provided by law.

Section 9.06. Notices to and Demand on City and Paying Agent. Any notice or demand which by any provision of this Agreement is required or permitted to be given or served by the Paying Agent to or on the City, or by the City to or on the Paying Agent, may be given or served by being deposited postage prepaid in a post office letter box addressed (until another address is filed by the City or the Paying Agent with one another) as follows:

City of Hermosa Beach
1315 Valley Drive
Hermosa Beach, CA 90254
Section 9.07. Partial Invalidity. If any Section, paragraph, sentence, clause or phrase of this Agreement shall for any reason be held illegal or unenforceable, such holding shall not affect the validity of the remaining portions of this Agreement. The City hereby declares that it would have adopted this Agreement and each and every other Section, paragraph, sentence, clause or phrase hereof and authorized the issue of the Assessment Bonds pursuant thereto irrespective of the fact that any one or more Sections, paragraphs, sentences, clauses, or phrases of this Agreement may be held illegal, invalid or unenforceable.

38 Section 9.08. Unclaimed Moneys. Anything contained herein to the contrary notwithstanding, any moneys held by the Finance Manager or the Paying Agent in trust for the payment and discharge of the principal of (including sinking payments) and the interest on, the Assessment Bonds which remains unclaimed for 2 years after the date when payments of principal and interest have become payable, shall be repaid by the Finance Manager or the Paying Agent to the City as its absolute property free from any trust, and the Paying Agent shall thereupon be released and discharged with respect thereto and the Bond Owners shall look only to the City for the payment of the principal of (including sinking payments) and interest on such Assessment Bonds.

Section 9.09. Applicable Law. This Agreement shall be governed by and enforced in accordance with the laws of the State of California applicable to contracts made and performed in the State of California.

Section 9.10. Conflict with Act. In the event of a conflict between any provision of this Agreement with any provision of the Act, the provision of the Act shall prevail over the conflicting provision of this Agreement.

Section 9.11. Conclusive Evidence of Regularity. Bonds issued pursuant to this Agreement shall constitute conclusive evidence of the regularity of all proceedings under the Act relative to their issuance and the levy of the Assessments.

Section 9.12. Payment on Business Day. In any case where the date of the maturity of interest or of principal of the Assessment Bonds or the date fixed for redemption of any Assessment Bonds or the date any action is to be taken pursuant to this Agreement is other than a Business Day, the payment of interest or principal, or the action need not be made on such date but may be made on the next succeeding day which is a Business Day with the same force and effect as if made on the date required and no additional interest shall accrue from and after such Interest Payment Date until such Business Day.

Section 9.13. Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original.

[Signature Page to Paying Agent Agreement dated as of August 1, 2025] IN WITNESS WHEREOF, the City and the Paying Agent have caused this Agreement to be executed, all as of the date first written above.

CITY OF HERMOSA BEACH
By:

Steve Napolitano
Interim City Manager
ATTEST:

City Clerk

FINANCE MANAGER OF THE CITY OF
HERMOSA BEACH, as Paying Agent
By:

Henry Chao
Finance Manager

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EXHIBIT A
[FORM OF ASSESSMENT BOND]
United States of America
State of California
County of Los Angeles
Registered No. 1 ***$_____________***
City of Hermosa Beach
Greenwich Village North Underground Utilities Assessment District Limited Obligation Improvement Bonds

INTEREST RATE MATURITY DATE DATED DATE
_____% September 2, 20__ ______________, 2025
REGISTERED OWNER: ________________________
PRINCIPAL AMOUNT: $_________________
Under and by virtue of the Improvement Bond Act of 1915, Division 10 (commencing with Section 8500) of the California Streets and Highways Code ( the “Act”), the City of Hermosa Beach, County of Los Angeles, State of California (the “City”), will, out of the redemption fund for the payment of the bonds (the “Assessment Bonds”) issued upon the unpaid portion of assessments made for the Assessment Bonds more fully described in proceedings taken pursuant to Resolution No. ____________ entitled “A Resolution of the City Council of the City of Hermosa Beach Authorizing the Issuance of Limited Obligation Improvement Bonds, Approving and Directing the Execution of a Paying Agent Agreement, Authorizing Sale of Bonds, and Other Related Documents and Actions with Respect Thereto” adopted by the City Council on July 22, 2025 (the “Resolution of Issuance”), and a Paying Agent Agreement dated as of August 1, 2025 (the “Paying Agent Agreement”), between the City and the Finance Manager of the City of Hermosa Beach, as paying agent (the “Paying Agent”), pay to the Owner named above or registered assigns on the maturity date stated above, the principal amount stated above, in lawful money of the United States of America and in like manner will pay interest at the rate per annum stated above, payable semiannually on March 2 and September 2 in each year commencing March 2, 2026 (each an “Interest Payment Date”).

Interest shall be calculated on the basis of a 360-day year composed of twelve 30-day months. Each Assessment Bond shall bear interest from the Interest Payment Date next preceding the date of authentication and registration thereof unless (i) it is authenticated and registered as of an Interest Payment Date, in which event it shall bear interest from such Interest Payment Date, or (ii) it is authenticated prior to the first Interest Payment Date, in which event it shall bear interest from the Dated Date set forth above.

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As to any registered owner hereof, the principal and redemption premiums, if any, shall be payable at the office of the Paying Agent specified above, and interest shall be paid by check, draft or warrant mailed to the registered owner hereof at the registered owner’s address as it appears on the records of the Paying Agent, or at such address as may have been filed with the Paying Agent, for that purpose, as of the 15th day of the calendar month immediately preceding each Interest Payment Date; provided however, upon request in writing of an Owner of $1,000,000 or more in aggregate principal amount of Assessment Bonds, such request having been made before 15 calendar days preceding an Interest Payment Date, such interest shall be paid on such Interest Payment Date by wire transfer in immediately available funds to an account in the continental United States designated by such Owner to the Paying Agent.

This Bond shall not be entitled to any benefit under the Act, the Resolution of Issuance and the Paying Agent Agreement, or become valid or obligatory for any purpose, until the certificate of authentication and registration hereon has been dated and signed by the Paying Agent.

This Bond is issued by the City under the Act and the Paying Agent Agreement for the purpose of undergrounding utilities serving the City’s Greenwich Village Greenwich Village North Underground Utilities Assessment District as more particularly described in said proceedings, and is secured by the moneys in the Redemption Fund (as may be limited by the Paying Agent Agreement) and by the unpaid portion of said assessments made for the payment of said project, and, including principal and interest, is payable exclusively out of the Redemption Fund.

This Bond is transferable by the Owner hereof, in person or by the Owner's attorney duly authorized in writing, at said office of the Agent, subject to the terms and conditions provided in the Paying Agent Agreement, including the payment of certain charges, if any, upon surrender and cancellation of this Bond. Upon such transfer, a new registered Bond or Bonds, of any authorized denomination or denominations, of the same maturity, and for the same aggregate principal amount, will be issued to the transferee in exchange herefor.

Neither the City nor the Paying Agent shall be required to make such exchange or registration of transfer of Assessment Bonds during the 15 days immediately preceding any Interest Payment Date or any exchange or transfer of an Assessment Bond after such Assessment Bond has been called for redemption.

The City and the Paying Agent may treat the Owner hereof as the absolute owner for all purposes, and the City and the Agent shall not be affected by any notice to the contrary.

This Bond may be redeemed prior to maturity, in whole or in part, at the option of the City on any Interest Payment Date on or after September 2, 20__, from any source of available funds, at a redemption price equal to the principal amount to be redeemed, plus accrued interest to the date of redemption, without premium.

This Bond is subject to extraordinary redemption prior to maturity, as a whole or in part on a pro rata basis among maturities, from amounts deposited in the Prepayment Account of the Redemption Fund as a result of the prepayment of Assessments, on any Interest Payment Date, at a redemption price (expressed as a percentage of the principal amount of this Bond to be redeemed) plus with accrued interest to the date of redemption, as follows, all in the manner and as provided in the Bond Law:

Redemption Date Redemption Price

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Interest Payment Dates through September 2, 20__ ___%
March 2, 20__, and September 2, 20__ ___
March 2, 20__, and September 2, 20__ ___
March 2, 20__, and Interest Payments Dates thereafter ___ This Bond is subject to mandatory redemption in part by lot from sinking payments made by the City at a redemption price equal to the principal amount thereof to be redeemed, plus accrued interest to the redemption date, without premium, in the aggregate respective principal amounts and on the dates as set forth in the following schedule.

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Sinking Payment
Redemption Date Principal Amount
(September 2) To Be Redeemed
20__ (maturity)
However, in the event of a partial redemption through optional redemption, the mandatory sinking payments set forth above will be reduced on a pro-rata basis in integral multiples of $0.01 as determined by the Paying Agent.

However, in the event of a partial redemption through extraordinary redemption from Assessment prepayments, the mandatory sinking payments set forth above will be reduced in inverse order of maturity or from such maturities as are selected by the City, in integral multiples of $0.01 as determined by the Paying Agent.

The provisions of Part 11.1 of the Bond Law are applicable to the optional and extraordinary redemption, and the advance payment of Assessments.

This Bond is subject to refunding under the procedures of Division 11 (commencing with Section 9000) or Division 11.5 (commencing with Section 9500) of the Streets and Highways Code subject to the conditions set forth in the Paying Agent Agreement.

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This Bond is a Limited Obligation Improvement Bond because, under the Resolution of Issuance and the Paying Agent Agreement, the City is not obligated to advance funds from the City treasury to cover any deficiency which may occur in the redemption fund for the Assessment Bonds.

IN WITNESS WHEREOF, the City of Hermosa Beach has caused the Bond to be dated the Dated Date set forth above, to be signed in facsimile by its City Manager and by its City Clerk.

CITY OF HERMOSA BEACH
By:

City Manager
By:

City Clerk

CERTIFICATE OF AUTHENTICATION AND REGISTRATION
This is one of the Assessment Bonds described in the within mentioned Paying Agent Agreement, which has been authenticated and registered on _______________, 2025.

FINANCE MANAGER OF THE CITY OF
HERMOSA BEACH, as Paying Agent
By:

Finance Manager

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ASSIGNMENT
For value received, the undersigned do(es) hereby sell, assign and transfer unto (Name, Address and Tax Identification or Social Security Number of Assignee) the within Assessment Bond and do(es) hereby irrevocably constitute and appoint , attorney, to transfer the same on the
registration books of the Paying Agent, with full power of substitution in the premises.

Dated:

Signature Guaranteed:

NOTICE: Signature(s) must be guaranteed
by an eligible guarantor.

NOTICE: The signature(s) on this
Assignment must correspond with the
name(s) as written on the face of the within
Assessment Bond in every particular, without
alteration or enlargement or any change
whatsoever.

PLACEMENT AGENT AGREEMENT

MUNICIPAL ISSUERS
July 16, 2025
Steve Napolitano
Interim City Manager
City of Hermosa Beach
Re: Placement Agent Engagement Letter
Dear Mr. Napolitano:

This letter confirms the agreement (the “Agreement”) between Hilltop Securities Inc. (“HilltopSecurities” or “we” or “us”) and City of Hermosa Beach (the “Issuer” or “you”). You desire to engage HilltopSecurities as a placement agent in connection with the placement of your 2025 Assessment District Financing (Utility Undergrounding) Bond (the “Securities”). Pursuant to MSRB Rule 15c2-12(d), the Securities will be issued in authorized denominations of $1,000 or more with, as currently contemplated, proceeds of approximately $4,031,000 (final amount to be determined) for the purpose of providing financing to underground power, telephone and cable facilities pursuant to Resolutions XXX adopted on July 22, 2025 (the “Resolution”).

As a placement agent, HilltopSecurities will have duties, roles and responsibilities that are different from those of a municipal advisor. Attached as Annex A are certain disclosures relating to the Securities, as required by the Municipal Securities Rulemaking Board (“MSRB”) Rule G-17 as set forth in MSRB Notice 2012-25, dated May 7, 2012.

Engagement. The Issuer engages HilltopSecurities to act as its exclusive representative to assist you on a best efforts basis in placing the Securities (the “Transaction”). You acknowledge and agree that our engagement hereunder is not an agreement by HilltopSecurities or any of its affiliates to underwrite, place or purchase the Securities or otherwise provide any financing to you. We accept this engagement upon the terms and conditions set forth in this Agreement. Sale and delivery of the Securities by the Issuer and purchase by the purchasers will occur on the day of closing (“Closing Date”).

Fees. For our services, you agree to pay us a Placement Agent Fee of $12,500 of the gross proceeds received by you on all sales of the Securities payable by wire transfer of immediately available funds on the Closing Date. For avoidance of doubt, the Placement Agent Fee shall be contingent upon the closing of the Transaction.

Disclosure and Due Diligence. The Issuer will prepare and provide to the Placement Agent the following:
 A term sheet and/or other documents including financials, budgets, estimated debt service requirements and coverage, historical tax collections by relevant classification, litigation and regulatory materials, material contracts, Issuer demographic information, underlying credit ratings and other information the Issuer deems material to investors, (the “Information Package”).

 The draft Resolution and other legal documents to be used in connection with the Transaction (together with all supplements, modifications, and additions thereto prior to the Closing Date, which together with the Information Package are referred to as the “Placement Materials”).  The Issuer will make available to each Purchaser and the Placement Agent such documents and other information which the Purchaser or the Placement Agent reasonably deem appropriate, will provide access to its officers, directors, employees, accountants, counsel and other representatives, and will provide each Purchaser and the Placement Agent the opportunity to ask questions and receive answers from knowledgeable individuals.
 The Issuer will cause its counsel to allow the Placement Agent to rely on any opinion provided to the Issuer, and will allow the Placement Agent to rely on any representations made to the Purchaser by the Issuer.

Representations, Warranties and Agreements of the Issuer. You represent and warrant to, and agree with us, that:
 The Issuer is duly organized and validly existing under the laws of the State of California (the “State”) with the power to adopt the Resolution, perform the agreements on its part contained therein and in the agreements approved thereby and cause the issuance of the Securities.  The Issuer: (i) has duly authorized and approved the execution and delivery of this Agreement; (ii) will adopt and on the Closing Date will have duly adopted the Resolution; (iii) will duly authorize and approve the Placement Materials and the use and distribution of the Placement Materials to prospective Purchasers; and (iv) will duly authorize and approve the execution and delivery of all financing or operative documents, including the Securities, to which the Issuer is a party relating to the issuance and security for the Securities, as such documents are amended and supplemented to the Closing Date, including but not limited to any trust indenture, loan agreement, or security instrument (the “Financing Documents”), and the performance of its obligations and the consummation by it of all other transactions contemplated thereby.  On the Closing Date, the Financing Documents will have been duly authorized, executed, and delivered by the Issuer, and, assuming due authorization, execution and delivery by the other parties thereto, as applicable, constitute legal, valid and binding agreements of the Issuer enforceable in accordance with their respective terms, except as the enforcement thereof may be limited by bankruptcy, insolvency, moratorium, reorganization, fraudulent conveyance or other laws affecting the enforcement of creditors’ rights generally and by the application of equitable principles if sought and by the limitations on legal remedies imposed on actions against the Issuer in the State of California.
 The Issuer is not, and on the Closing Date will not be, in breach of or default under any applicable law or administrative regulation of the State or any department, division, agency or instrumentality thereof, or of the United States, or any applicable judgment or decree or any loan agreement, note, resolution, certificate, agreement or other instrument to which the Issuer is a party or is otherwise subject, which breach or default would materially and adversely affect the Issuer or its ability to perform its duties and obligations under the Financing Documents, and the execution and delivery of the Financing Documents, the adoption of the Resolution and the issuance of the Securities and compliance with the provisions of each will not conflict with or constitute a breach of or default under any applicable law or administrative regulation of the State or under any certificate, agreement or other instrument to which the Issuer is a party or is otherwise subject, which breach

or default would materially and adversely affect the Issuer or its ability to perform its duties under the Financing Documents and the Securities.
 No action, suit, proceeding or investigation at law or in equity before or by any court, governmental agency, public board or body is, and on the Closing Date will not be, pending or, to the knowledge of the Issuer, threatened: (i) in any way affecting the existence of the Issuer or the titles of the members of the authorizing body of the Issuer to their respective offices, (ii) seeking to prohibit, restrain or enjoin the issuance, sale or delivery of the Securities or the collection or payment by the Issuer of any amounts pledged or to be pledged as security to pay the principal of and interest on Securities, (iii) in any way contesting or affecting the validity or enforceability of, or the power or authority of the Issuer to issue, adopt or to enter into (as applicable), the Securities, the Resolution or the Financing Documents, (iv) contesting in any way the completeness, truth, or accuracy of the Placement Materials, (v) except as disclosed in the Placement Materials, wherein an unfavorable decision, ruling or finding would materially adversely affect the financial position or condition of the Issuer or would result in any material adverse change in the ability of the Issuer to pledge or apply the security or source of payment of, or to pay debt service on the Securities, or (vi) contesting the status of the interest on the Securities as excludable from gross income for federal income tax purposes or as exempt from any applicable state tax.
 Regarding information provided by the Issuer to the Purchaser and the Placement Agent, (i) the Issuer represents and warrants that all information made available to the Purchaser and the Placement Agent by the Issuer or contained in the Information Package, when provided will at all times thereafter during the period of the engagement of the Placement Agent hereunder, be true and accurate in all material respects and will not contain any untrue statement of a material fact or omit to state a material fact necessary in order to make the statements therein not misleading in light of the circumstances under which such statements are made.

Documents to be Delivered at Closing. On the Closing Date, the Issuer will deliver or cause to be delivered to the Placement Agent:
 The Opinion of Bond Counsel to the Issuer, dated the Closing Date relating to the validity of the Securities, and if the Securities are tax-exempt, the tax-exempt status of the Securities, together with a reliance letter from such counsel, dated the Closing Date and addressed to Hilltop Securities Inc.
 An Investor Letter, in the form attached to this Agreement as Appendix A, executed by each Purchaser and addressed to the Issuer and the Placement Agent; and  A certificate of the Issuer, dated the Closing Date, in the form attached to this Agreement as Appendix B.
 Such additional legal opinions, certificates, proceedings, instruments and other documents as the Placement Agent or its counsel, if any, and Bond Counsel may reasonably request to evidence compliance by the Issuer with legal requirements, the truth and accuracy, as of the Closing Date, of the representations of the Issuer, and the due performance or satisfaction by the Issuer at or prior to such time of all agreements then to be performed and all conditions then to be satisfied by the Issuer.

Regulatory Disclosures. You acknowledge that you have retained us solely to provide the services to you as set forth in this agreement. As placement agent, HilltopSecurities may provide advice concerning the structure, timing, terms, and other similar matters concerning the Transaction. You acknowledge and agree

that: (i) the primary role of HilltopSecurities as a placement agent, is to place securities to investors in an arms-length commercial transaction and that HilltopSecurities has financial and other interests that differ from your interests; (ii) HilltopSecurities is not acting as a municipal advisor, financial advisor or fiduciary to you or any other person or entity and has not assumed any advisory or fiduciary responsibility to you with respect to the transaction contemplated herein and the discussions, undertakings and proceedings leading thereto (irrespective of whether HilltopSecurities has provided other services or is currently providing other services to you on other matters); (iii) the only obligations HilltopSecurities has to you with respect to the transaction contemplated hereby expressly are set forth in this agreement; and (iv) you have consulted your own legal, accounting, tax, financial and other advisors, as applicable, to the extent deemed appropriate in connection with the transaction contemplated herein.

Termination. You or we may terminate our engagement under this agreement, with or without cause, upon ten days’ written notice to the other party provided that the provisions the section entitled Fees and the obligations thereunder shall not be affected by such termination.

Survival of Certain Representations and Obligations. The respective agreements, covenants, representations, warranties and other statements of the Issuer and its officers set forth in or made pursuant to this Agreement shall survive delivery of and payment for the Securities and shall remain in full force and effect, regardless of any investigation, or statements as to the results thereof, made by or on behalf of the Placement Agent.

Section Headings. Section headings contained herein are for convenience of reference only and are not part of this agreement.

Amendment. This agreement may be amended only by a written instrument executed by each of the Parties. The terms of this agreement may be waived only by a written instrument executed by the party waiving compliance.

Entire Agreement. This Agreement embodies the entire agreement and understanding between you and us and supersedes all prior agreements and understandings relating to the subject matter of this Agreement.

No Assignment. This agreement has been made by the Issuer and HilltopSecurities, and no other person shall acquire or have any right under or by virtue of this agreement.

Governing Law. This agreement, and all claims or causes of action (whether in contract or tort) that may be based upon, arise out of or relate to this agreement or the negotiation, execution or performance of this agreement, will be governed by and construed in accordance with the laws of California. You and we hereby waive all right to trial by jury in any action, proceeding, or counterclaim (whether based upon contract, tort or otherwise) in connection with any dispute arising out of this agreement or any matters contemplated by this agreement.

Consent to Jurisdiction; Service of Process. The parties each hereby (i) submits to the jurisdiction of any state or federal court sitting in the County of Los Angeles, State of California for the resolution of any claim or dispute with respect to or arising out of or relating to this agreement or the relationship between the parties; (ii) agrees that all claims with respect to such actions or proceedings may be heard and determined in such court; (iii) waives the defense of an inconvenient forum; (iv) agrees not to commence any action or proceeding relating to this agreement other than in a state or federal court sitting in the County of Los Angeles, State of California; and (v) agrees that a final judgment in any such action or proceeding shall be conclusive and may be enforced in other jurisdictions by suit on the judgment or in any other manner provided by law. Each party hereto irrevocably consents to service of process in the manner provided for

in the section entitled Notices. Nothing in this Agreement will affect the right of any party to this Agreement to serve process in any other manner permitted by law.

Effectiveness. This agreement shall become effective upon its execution by duly authorized officials of all parties hereto and shall be valid and enforceable from and after the time of such execution.

Severability. In the event any provision of this 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. You and we will endeavor in good faith negotiations to replace the invalid or unenforceable provisions with valid provisions the economic effect of which comes as close as possible to that of the invalid or unenforceable provisions.

Counterparts. This agreement may be executed in several counterparts (including counterparts exchanged by email in PDF format), each of which shall be an original and all of which shall constitute but one and the same instrument.

Notices. Any notice required or permitted to be given under this agreement shall be given in writing and shall be effective from the date sent by registered or certified mail, by hand, facsimile or overnight courier to the addresses set forth on the first page of this agreement with a copy sent to the General Counsel of such Party.

Sincerely,
_________________________________
Mike Cavanaugh
Managing Director
Hilltop Securities Inc.

Acknowledgment and Approval of Engagement
___________________________________
Steve Napolitano
Interim City Manager
City of Hermosa Beach, CA
Date: _____________________________

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APPENDIX A

FORM OF INVESTOR LETTER
[Address to Issuer and Placement Agent]
Re: [Name of securities]
Ladies and Gentlemen:

The undersigned (the “Investor”) hereby acknowledges that it is purchasing $[_________] aggregate principal amount of [name of securities] (the “Securities”) pursuant to a [Resolution][Indenture] (the [“Resolution”][“Indenture’]) of the [name of authorizing body], adopted [date].

In connection with the sale of the Securities to the Investor, the Investor hereby makes the following representations upon which you may rely:
 The Investor has the authority and is duly authorized to purchase the Securities and to execute this letter and any other instrument and document required to be executed by the Investor in connection with the purchase of the Securities .
 The Investor (i) is a bank, any entity directly or indirectly controlled by the bank or under common control with the bank, other than a broker, dealer or municipal securities dealer registered under the Securities Exchange Act of 1934, or a consortium of such entities; and (ii) has the present intent to hold the Securities to maturity or earlier redemption or mandatory tender.]  The Investor is a bank, savings and loan association, insurance company, or registered investment company, investment adviser registered either with the Commission under Section 203 of the Investment Advisers Act of 1940 or with a state securities commission (or any agency or office performing like functions), or any other person or entity with total assets of at least $50 million; is exercising independent judgment in evaluating:(A) the recommendations of the Placement Agent, if any; (B) the quality of execution of the Investor’s transactions by the Placement Agent; and has timely access to material information that is available publicly through established industry sources as defined in Municipal Securities Rulemaking Board Rule G-47(b)(i) and (ii).  The Investor is not purchasing the Securities for more than one account or with a view to distributing the Securities, as required for municipal securities under SEC Rule 15c-2-12(d).  The Investor understands that the Securities are not, and are not intended to be, registered under the Securities Act and that such registration is not legally required as of the date hereof, and further understands that the Securities (i) are not being registered or otherwise qualified for sale under the “Blue Sky” laws and regulations of any state; (ii) will not be listed in any stock or other securities exchange; (iii) will not carry a rating from any rating agency; and (iv) will be delivered in a form that may not be readily marketable.
 The Investor acknowledges that it has either been supplied with or been given access to information, including which it has requested from the Issuer and to which a reasonable investor would attach significance in making investment decisions, and the Investor has had the opportunity to ask questions and receive answers from knowledgeable individuals, including its own counsel, concerning the Issuer and the Securities and the security therefor so that, as a reasonable investor,

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the Investor has been able to make a decision to purchase the Securities. The Investor has such knowledge and experience in financial and business matters that it is capable of evaluating the merits and risks of its prospective investment in the Securities.  The Investor has made its own inquiry and analysis with respect to the Securities and the security therefor, and other material factors affecting the security and payment of the Securities. The Investor is aware that there are certain economic and regulatory variables and risks that could adversely affect the security for the Securities. The Investor has reviewed the documents executed in conjunction with the issuance of Securities, including, without limitation, the Resolution.  The Investor acknowledges that the sale of the Securities to the Investor is made in reliance upon the certifications, representations, and warranties herein by the addressees hereto.  The interpretation of the provisions hereof shall be governed and construed in accordance with [State] law without regard to principles of conflicts of laws.

All representations of the Investor contained in this letter shall survive the execution and delivery of the Securities to the Investor as representations of fact existing as of the date of execution and delivery of this Investor Letter.

Date: _________ __, 20__ Very truly yours,
Investor:____________________________
By: ________________________________
Name:______________________________
Title:_______________________________

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APPENDIX B

FORM OF ISSUER CLOSING CERTIFICATE
Pursuant to the Placement Agent Engagement Agreement, dated [date of Agreement] between [name of Issuer] and [name of the Placement Agent] (the “Agreement”), as [title] of the Issuer duly authorized to execute this Certificate on behalf of the Issuer, I hereby certify:
 The representations and warranties of the Issuer contained in the Agreement are true and correct as if made on the date hereof;
 The Issuer has complied with and fully satisfied all of its agreements with and obligations to the Placement Agent under this Agreement; and
 As of its date and the date hereof, the information contained in the Placement Materials is complete, true, and accurate and such information does not contain any untrue statement of a material fact or state any material fact necessary to make the statements therein, in the light of the circumstances under which they were made, not misleading. [Name]
[Title]
[Date]

Annex A-1
[ANNEX A]

CERTAIN DISCLOSURES
The Placement Agent hereby further provides the Issuer with certain disclosures relating to the Securities, as required by the Municipal Securities Rulemaking Board (MSRB) Rule G-17 as set forth in MSRB Notice 2012-25 (May 7, 2012).

The Placement Agent intends to serve as a placement agent, and not as a financial advisor or municipal advisor in connection with the issuance of the Securities. As part of our services as the Placement Agent we may provide advice concerning the structure, timing, terms, and other similar matters concerning the issuance of the Securities.

Concerning our role as the Placement Agent:
 Municipal Securities Rulemaking Board Rule G-17 requires us to deal fairly at all times with both municipal issuers and investors;
 our primary role in this transaction is to facilitate the sale and purchase of your Securities between you and one or more investors for which we will receive compensation;  unlike a municipal advisor, we do not have a fiduciary duty to you under the federal securities laws and are, therefore, not required by federal law to act in your best interests without regard to our own financial or other interests;
 we have a duty to use our commercially reasonable efforts to arrange the purchase of the Securities from you by investors at a fair and reasonable price, but must balance that duty with our duty to arrange the sale to investors at prices that are fair and reasonable; and  we will review the Placement Materials for your Securities in accordance with, and as part of, our responsibilities to investors under the federal securities laws, as applied to the facts and circumstances of the transaction.

Concerning our Compensation as Placement Agent:
 We will be compensated pursuant to the terms set forth in this Agreement;  a portion of our compensation may be based in whole or in part upon the principal amount of the Securities sold in the Placement; and
 while this form of compensation is customary in the municipal securities market, it presents a conflict of interest because the Placement Agent may have an incentive to recommend to you a transaction that is unnecessary or to recommend that the size of the transaction be larger than is necessary.

RESOLUTION NO. 25-XXXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

HERMOSA BEACH DIRECTING THE COUNTY OF LOS ANGELES

AUDITOR-CONTROLLER TO PLACE THE DIRECT ASSESSMENTS

FOR THE GREENWICH VILLAGE NORTH UNDERGROUND

UTILITIES ASSESSMENT DISTRICT ON THE COUNTY TAX ROLL

RECITALS
A. On July 23, 2019, the City Council (the “Council”) of the City of Hermosa Beach (the “City”) adopted its resolution entitled “A Resolution of the City Council of the City of Hermosa Beach of Intention to Make Acquisitions and Improvements for the Proposed Greenwich Village North Underground Utilities Assessment District” (the “Resolution of Intention”) under the Municipal Improvement Act of 1913, Division 12 of the Streets and Highways Code of California (commencing with Section 10000) (the “Act”) to initiate proceedings under the Act in and for the City’s Greenwich Village North Underground Utilities Assessment District (the “Assessment District”) for the making of certain public improvements (the “Improvements”) as described in the Resolution of Intention.

B. The Resolution of Intention referred the acquisitions and improvements described therein to NV5, Irvine, California, the person designated therein as the engineer of work (the “Engineer of Work”) and directed the Engineer of Work to prepare and file with the City Clerk a report (the “Engineer’s Report”) pursuant to the Act and containing information set forth in the Resolution of Intention, to which reference is hereby made for further particulars.

C. On October 13, 2020, the City Council of the City of Hermosa Beach adopted its resolution entitled “A Resolution of the City Council of the City of Hermosa Beach adopting the Engineer’s Report, confirming the assessment and ordering the work and acquisitions, and directing actions with respect thereto for the proposed Greenwich Village North Underground Utilities Assessment District” to approve the Final Engineer’s Report, order the improvements, form the District and confirm the assessments. It was determined that, upon conclusion of the public hearing, and after tabulation of the assessment ballots submitted, no majority protest against the assessment existed.

D. The assessments on each parcel shall be billed on the annual secured tax roll bills by the County of Los Angeles Auditor-Controller.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hermosa Beach as follows:

SECTION 1. Collection of Assessments. The County Auditor of the County of Los Angeles is hereby authorized and directed, in accordance with the provisions of Section 10312 and 10402 of the Streets and Highways Code of the State of California, to enter into the assessment roll on which property taxes will next become due, opposite each lot or parcel of land affected, in a space marked "public improvement assessment" or by other suitable designation, the next and several installments of such assessment coming due during the ensuing fiscal year covered by the assessment roll. Such entry shall be made each year during the life of the bonds for the above referenced Assessment District in accordance with the assessment amounts and parcel data confirmed by Resolution No. 20-7260 and updated annually by the City or its designated party pursuant to the Engineer’s Report. This authorization is continual until all assessment obligations have been discharged and the bonds terminated.

SECTION 2. Effective Date. This resolution shall take effect immediately. The City Clerk shall certify to the passage and adoption of this Resolution; shall cause the original of the same to be entered among the original resolutions of the City Council; and shall make a minute of the passage and adoption thereof in the minutes of the City Council meeting at which the same is passed and adopted.

PASSED, APPROVED and ADOPTED on this 22nd day of July, 2025. _______________________________________________
Mayor Rob Saemann PRESIDENT of the City Council and MAYOR of the City of Hermosa Beach, CA
ATTEST: APPROVED AS TO FORM:
________________________________ ________________________________ Myra Maravilla, MPA, CMC Todd Leishman,
City Clerk Interim City Attorney

- SHT. __ OF ____ PLAN NO. No. DESCRIPTION REVISIONS DATE RECOMMENDED BY: DATE REVIEWED BY: DATE PUBLIC WORKS 1315 VALLEY DRIVE (310) 318-0214 HERMOSA BEACH, CA 90254 DATE DATE REVIEWED BY: APPROVED BY: C I T Y O F

H E R M O S A B E A
C H , C A 1 9 0 N7 SCALE: N.T.S. JOB SAFETY REQUIREMENTS: WATER QUALITY REQUIREMENTS: GENERAL NOTES: GENERAL NOTES FOR STREET AND STORM DRAIN IMPROVEMENTS: GENERAL NOTES FOR SEWER AND UTILITY IMPROVEMENTS: UTILITY / AGENCY CONTACTS 1 TITLE SHEET 2 GENERAL NOTES 3 UTILITY NOTES UTILITY COMPANY CONTACT E-MAIL PHONE ATT AT&T DIST. DAMAGE PREVENTION [email protected] 888-290-3111 SOCAL GAS COMPANY NOEL FORST [email protected] 800-427-8894 CALIFORNIA WATER SERVICE MAP REQUESTS - RDOM [email protected] 310-257-1400 SOUTHERN CALIFORNIA EDISON GILBERT ACEVES [email protected] 909-548-7249 FRONTIER UTILIQUEST FOR FRONTIER COM - 323-342-5552 SPECTRUM NATASCHA FUCSIK [email protected] 310-216-3545 RTI INFRASTRUCTURE INC CHRIS BRUNGARDT [email protected] 916-949-9141 HERMOSA BEACH POLICE AND FIRE 310-318-0360 SOUTHERN CALIFORNIA EDISON (12 SHEETS) FRONTIER (11 SHEETS) PLAN NO. PLAN DESCRIPTION SP 102 RESIDENTIAL DRIVEWAY APPROACH SP 103 COMMERCIAL DRIVEWAY APPROACH SP 106 SIDEWALK DETAIL SP 117 ROADWAY UTILITY TRENCH DETAIL PLAN NO. PLAN DESCRIPTION 120 CURB AND GUTTER-BARRIER 122 CROSS AND LONGITUDINAL GUTTERS 132 CONCRETE PAVEMENT REPLACEMENT 133 ASPHALT CONCRETE PAVEMENT REPLACEMENT 150 CURB DRAIN 170 PAVEMENT MARKERS AND TRAFFIC LINES 171 PAVEMENT MARKINGS ARROWS AND SYMBOLS 172 STOP AND STOP BAR 173 INTERSECTION APPROACH STRIPING 174 CROSSWALK STRIPING 175 PEDESTRIAN CROSSING 176 LANE REDUCTION MARKINGS 177 BIKE LANE MARKING & STRIPING Know what'sbelow. Calltwo working before you dig. R 1. CONSTRUCTION WORK HOURS ARE LIMITED TO 8:00 AM TO 6:00 PM, MONDAY THROUGH FRIDAY. WORK PROHIBITED ON SATURDAYS, SUNDAYS AND NATIONAL HOLIDAYS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK"), AND CITY OF HERMOSA BEACH PUBLIC WORKS STANDARD PLANS. 3. ALL WORK DONE WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY A LICENSED CONTRACTOR WITH A CLASS A; C-8 OR C-12 LICENSE FOR ALL SIDEWALK, CURB AND GUTTER; C-12 LICENSE FOR ALL STREET PAVEMENT WORK; AND CLASS C-34 LICENSE FOR UTILITY WORK SUCH AS SEWER LATERAL, SEWER CAP AND UNDERGROUND UTILITY WORK IN CONJUNCTION WITH A SINGLE FAMILY RESIDENTIAL STRUCTURE. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL NECESSARY PERMITS. PUBLIC WORKS TEMPORARY RIGHT-OF-WAY PERMITS ARE REQUIRED FOR ANY SCAFFOLDING, UTILITY TRENCHING, LUMBER DROPS, CRANES, DUMPSTERS, ETC. ON PUBLIC PROPERTY. THE PUBLIC WORKS PERMIT MUST BE ON THE JOB SITE AND AVAILABLE FOR REVIEW BY CITY OFFICIALS AT ALL TIMES. IF ANY WORK HAS BEGUN BEFORE OBTAINING A PERMIT, THE JOB WILL BE STOPPED UNTIL THE PERMIT IS OBTAINED. 5. ALL CONTRACTORS WORKING ON PUBLIC WORKS PROJECTS MUST HAVE A CURRENT CITY OF HERMOSA BEACH BUSINESS LICENSE. 6. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 TWO WORKING DAYS BEFORE PERFORMING ANY DIGGING. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. 7. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORKING DAY AND ROADS OPENED TO VEHICULAR TRAFFIC UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 8. CONTACT PUBLIC WORKS FOR INSPECTION AT LEAST 24 HOURS IN ADVANCE. INSPECTIONS ARE AVAILABLE MONDAY THROUGH FRIDAY, 8:30 A.M. TO 12:00 P.M. AND 1:00 P.M. TO 4:30 P.M.; OFFICE COUNTER ASSISTANCE IS AVAILABLE FROM 7:00 A.M. TO 8:30 A.M. AND 4:30 P.M. TO 6:00 P.M. 9. ALL FORMS AND COMPACTION SHALL BE INSPECTED PRIOR TO ANY CONCRETE POUR OR ASPHALT BEING PLACED. 10. ALL SURVEY POINTS AND MONUMENTS SHALL BE PROTECTED IN PLACE OR RE-ESTABLISHED IF THEY ARE REMOVED OR DESTROYED DURING CONSTRUCTION. 11. THE CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL, DUST CONTROL, AND TEMPORARY DRAINAGE CONTROL AT ALL TIMES. 12. ALL CONSTRUCTION TO BE IN CONFORMANCE WITH THE REGULATIONS OF CAL-OSHA. 1. ALL STREET CLOSURES REQUIRE A TRAFFIC CONTROL PLAN TO BE REVIEWED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. ALL TRAFFIC CONTROL SHALL BE PER THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) MANUAL. STREET CLOSURES APPROVED BY THE CITY ENGINEER WILL REQUIRE A MINIMUM OF 48 HOUR NOTICE TO BE POSTED AND DISTRIBUTED WITH PROPER DOOR-HANGERS TO ALL RESIDENCES ON SAME BLOCK. THE CONTRACTOR SHALL ALSO NOTIFY THE DISPATCH CENTER FOR HERMOSA BEACH POLICE AND FIRE DEPARTMENTS AT (310) 524-2750 OF ANY CLOSURES OR RESTRICTIONS IN ACCESS. 2. GRAFFITI IN FRESHLY POURED CONCRETE SHALL BE REMOVED BY WHATEVER MEANS NECESSARY UP TO AND INCLUDING REMOVAL AND REPLACEMENT. 3. ANY ASPHALT OR CONCRETE PAVEMENT WITHIN THE PROPERTY LIMITS THAT IS DAMAGED PRIOR TO CONSTRUCTION SHALL BE REMOVED AND REPLACED TO MEET CURRENT CITY STANDARDS. 4. ANY PUBLIC PROPERTY DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND OR BETTER TO THE SATISFACTION OF THE CITY PUBLIC WORKS INSPECTOR. THE CITY SHALL, AT ITS DISCRETION AND IN THE INTEREST OF PUBLIC SAFETY, MAKE ANY REPAIRS DEEMED NECESSARY; THE COST OF SUCH REPAIRS WILL BE DEDUCTED FROM THE DEPOSIT HELD BY THE CITY. 5. ALL EXISTING PAVEMENT TO BE REMOVED SHALL BE SAW-CUT OR WHEEL-CUT AND REMOVED TO CLEAN STRAIGHT LINES. 6. AT ALL LOCATIONS WHERE NEW PAVEMENT JOINS EXISTING, THE EXISTING PAVEMENT SHALL BE COATED WITH AN ASPHALTIC EMULSION. 1. SEPARATION OF SEWER AND WATER FACILITIES SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA DEPT OF HEALTH SERVICES. 2. SEWER LATERALS SHALL BE CONNECTED TO THE SEWER MAIN WITH WYES. 3. THE SEWER LINE SHALL BE TESTED PRIOR TO MAKING PERMANENT SERVICE CONNECTIONS. 4. BACKFILL OF TRENCHES SHALL BE DONE IN LIFTS OF NO MORE THAN 8-INCHES WITH WATER AND APPROPRIATE COMPACTION TOOLS USED BETWEEN EACH LIFT. ONE SACK SLURRY MIX CAN BE USED IN PLACE OF NATIVE SOIL. AFTER BACKFILLING THE TRENCH, A TEMPORARY ASPHALT PATCH SHALL BE PLACED OVER THE TRENCH AND REMAIN FOR NO MORE THAN TWO WEEKS. THE FINAL PATCH SHALL BE A MINIMUM OF 5" THICK OR 1" THICKER THAN THE EXISTING PAVEMENT. THE CONTRACTOR SHALL FOLLOW THE LATEST HERMOSA BEACH STANDARD PLANS FOR AC AND PCC PAVEMENT. 5. THE FINAL PATCH IN ASPHALT STREETS SHALL BE DONE IN TWO LIFTS, A BASE OF 3" MINIMUM 3/4" AGGREGATE AND A TOP LIFT OF 2" OF 3/8" AGGREGATE. ALL EDGES OF THE CUT ASPHALT SHALL BE TACKED THOROUGHLY AND THE PATCH COMPACTED BY MECHANICAL MEANS TO A HEIGHT SLIGHTLY HIGHER THAN THE EXISTING ASPHALT. 6. THE FINAL PATCH ON CONCRETE STREETS SHALL BE CLASS 3500 P.S.I (7 SACK), EXISTING CONCRETE TO BE DRILLED 2 ½" BELOW THE SURFACE TO A DEPTH OF 6" MINIMUM AND DOWELLED WITH #5 REBAR SPACED AT 18" ON CENTER. FINISH TO MATCH EXISTING OR MEDIUM BROOM. 7. ALL UTILITY BOXES ARE TO BE ADJUSTED TO THE NEW GRADE. DAMAGED BOXES SHALL BE REPLACED. KEEP ALL UTILITY BOXES OUT OF DRAINAGE FLOW LINES, CURB RETURNS, DRIVEWAY APPROACHES, AND ADA RAMPS, UNLESS APPROVED BY THE CITY ENGINEER. 1. PRECAUTIONS SHALL BE TAKEN TO PREVENT ANY CONSTRUCTION MATERIAL DEBRIS OR RUNOFF FROM ENTERING ANY PUBLIC RIGHT-OF-WAY OR COUNTY STORM DRAIN. ALL SAW-CUT RESIDUE MUST BE RETAINED WITH BERMS OR SANDBAGS AND VACUUMED TO PREVENT IT FROM ENTERING ANY STORM DRAIN SYSTEM. 2. SANDBAGS ARE REQUIRED FOR EROSION CONTROL DURING THE RAINY SEASON, OCTOBER 15TH THROUGH APRIL 15TH, AND MAY BE REQUIRED AT OTHER TIMES. SANDBAGS ARE REQUIRED AT NEARBY CATCH BASINS DURING CONSTRUCTION. SANDBAGS SHALL BE MAINTAINED AND IN GOOD CONDITION AT ALL TIMES. 3. CONTRACTOR SHALL ENSURE BROKEN PAVEMENT DOES NOT COME IN CONTACT WITH RAINFALL OR RUNOFF. 4. VACUUM SAW-CUT SLURRY AND REMOVE FROM THE SITE. FOR DISPOSAL INFORMATION CONTACT THE L.A. COUNTY DEPARTMENT OF PUBLIC WORKS AT 800-552-5218. 5. COVER OR BARRICADE STORM DRAIN OPENINGS DURING SAW-CUTTING. 6. DURING CONSTRUCTION: A. PROTECT CATCH BASINS AND MAINTENANCE HOLES WHEN APPLYING SEAL COAT, SLURRY SEAL, FOG SEAL, ETC. B. USE CHECK DAMS, DITCHES, OR BERMS TO DIVERT RUNOFF AROUND EXCAVATIONS. C. COLLECT AND RECYCLE EXCESS ABRASIVE GRAVEL OR SAND. D. AVOID OVER-APPLICATION BY WATER TRUCKS FOR DUST CONTROL. E. NEVER HOSE DOWN "DIRTY" PAVEMENT OR SURFACES. CLEAN UP ALL SPILLS AND LEAKS USING "DRY" METHODS (WITH ABSORBENT MATERIALS AND/OR RAGS), OR DIG UP AND REMOVE CONTAMINATED SOIL. FOR DISPOSAL INFORMATION CALL 800- 552-5218. F. CATCH DRIPS FROM PAVER WITH DRIP PANS OR ABSORBENT MATERIAL (CLOTH, RAGS, ETC.) PLACED UNDER THE MACHINE WHEN NOT IN USE. 1. PROPER BARRICADES SHALL BE PLACED AROUND ANY CONSTRUCTION SITE WITHIN THE PUBLIC RIGHT-OF-WAY. THESE BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF THE WATCH MANUAL. 2. ALL CONSTRUCTION FENCING SHALL BE BEHIND THE SIDEWALK AND ALL CONSTRUCTION MATERIAL WITHOUT PERMITS SHALL BE STORED BEHIND THE FENCE. SIDEWALKS ARE TO BE ACCESSIBLE TO PEDESTRIANS AT ALL TIMES. 3. NO CONSTRUCTION EQUIPMENT, CONSTRUCTION MATERIAL, PORTABLE TOILETS, DUMPSTERS, ETC. SHALL BE LEFT ON THE PUBLIC RIGHT-OF-WAY WITHOUT PROPER PERMITS. THESE OBSTRUCTIONS MUST HAVE PROPER BARRICADES WITH FLASHING YELLOW LIGHTS AFTER DARK. 4. ANY PUBLIC SIDEWALK DAMAGED TO THE POINT OF CAUSING A TRIP HAZARD MUST BE REPAIRED IMMEDIATELY. THE PANEL OF CONCRETE SHALL BE REMOVED AND PATCHED WITH A TEMPORARY ASPHALT PATCH AND MUST BE KEPT IN GOOD REPAIR UNTIL THE PERMANENT SIDEWALK IS CONSTRUCTED. 5. ALL VEHICLES THAT INTRUDE INTO A NORMAL TRAFFIC LANE MUST HAVE PROPER SIGNAGE AND BARRICADES AS REQUIRED BY THE WATCH MANUAL. 6. ALL WORK VEHICLES ARE SUBJECT TO ALL APPLICABLE PARKING RESTRICTIONS. 7. FLAGMEN ARE REQUIRED FOR ANY VEHICLES THAT BLOCK THE TRAVEL LANE AND REQUIRE TRAFFIC TO USE THE OPPOSING LANE TO PASS. GREENWICH VILLAGE NORTH UNDERGROUND UTILITIES ASSESSMENT DISTRICT GREENBOOK HERMOSA BEACH CONSTRUCTION STANDARDS STANDARD PLANS SHEET INDEX SHEET NO. SHEET TITLE CROWN CASTLE (9 SHEETS) 1 36 TITLE SHEET Page 3178 of 3438 GENERAL NOTES: 1. CONSTRUCTION WORK HOURS ARE LIMITED TO 8:00AM TO 6:00 PM, MONDAY THROUGH FRIDAY. WORK IS PROHIBITED ON SATURDAYS, SUNDAYS, AND HOLIDAYS AS DEFINED IN THE SPECIAL PROVISIONS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (“GREENBOOK”), CITY OF HERMOSA BEACH PUBLIC WORKS STANDARDS, AND ALL OTHER CONTRACTUAL REQUIREMENTS. 3. ALL WORK DONE WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY A LICENSED CONTRACTOR WITH A CLASS X LICENSE. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY AND ANY OTHER JURISDICTIONAL AGENCIES REQUIRED TO ACCOMPLISH ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. NO WORK SHALL START UNTIL ALL NECESSARY PERMITS ARE OBTAINED. 5. ALL WORK IS SUBJECT TO THE REQUIREMENTS OF THE PERMIT(S) OF THE CITY OF HERMOSA BEACH INCLUDING, BUT NOT LIMITED TO, BARRICADES, TRAFFIC CONTROL, BACKFILL COMPACTION, PAVEMENT REPAIRS, ETC. 6. ALL CONTRACTORS WORKING ON PUBLIC WORKS PROJECTS MUST HAVE A CURRENT CITY OF HERMOSA BEACH BUSINESS LICENSE. 7. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE PUBLIC WORKS DEPARTMENT ON A CITY-PROVIDED PUBLIC NOTICE FORM FOR APPROVAL THEN, UPON APPROVAL, DISTRIBUTE THE NOTICE TO ALL AFFECTED PROPERTIES AT LEAST 72 HOURS IN ADVANCE OF START OF CONSTRUCTION. NOTICE SHALL INFORM THE PUBLIC OF ALL CONSTRUCTION OPERATIONS INCLUDING ANY STREET CLOSURE OR PARKING RESTRICTION. 8. THE CONTRACTOR SHALL NOTIFY BUS COMPANIES OF ANY STREET CLOSURES AT LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR SHALL COORDINATE THE TEMPORARY RELOCATION OF ANY BUS STOP IMPACTED BY CONSTRUCTION; SEE AGENCY CONTACTS FOR CONTACT INFORMATION. 9. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE PLANS PRIOR TO COMMENCING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK IN QUESTION. 10. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD INCLUDING DIMENSIONS AND SOIL CONDITIONS. IF THE FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED AND ADDRESSED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY APPLICABLE CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE CITY. 11. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 12. THE CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY TO PERFORM THE WORK SHOWN ON THE PLAN. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS REQUIRED PRIOR TO PERFORMANCE OF THE WORK. 13. THE CONTRACTOR SHALL COORDINATE ALL WORK, INCLUDING SUBCONTRACTORS' WORK, SO AS TO ELIMINATE CONFLICTS AND WORK TOWARD THE GENERAL COMPLETION OF THE ENTIRE PROJECT WITHIN THE CONTRACT PERIOD. 14. THE CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS (PAVEMENT, STRIPING, RAISED MARKERS, ETC.) DAMAGED DURING CONSTRUCTION IN KIND AND TO THE SAME OR BETTER CONDITION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR EXCESSIVE WEAR AND TEAR TO ROADS, OR ADJACENT PUBLIC OR PRIVATE PROPERTY CAUSED BY CONSTRUCTION-RELATED WORK AND SHALL BE RESPONSIBLE TO IMPLEMENT MEASURES TO PREVENT SUCH DAMAGE. 16. ANY ASPHALT OR CONCRETE PAVEMENT WITHIN THE PROPERTY LIMITS THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO MEET CURRENT CITY STANDARDS. 17. ALL EXISTING SURFACE FEATURES SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION. 18. ANY PUBLIC PROPERTY DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND OR BETTER TO THE SATISFACTION OF THE PUBLIC WORKS INSPECTOR OR ENGINEER. THE CITY SHALL, AT ITS DISCRETION AND IN THE INTEREST OF PUBLIC SAFETY, MAKE ANY REPAIRS DEEMED NECESSARY; THE COST OF SUCH REPAIRS SHALL BE DEDUCTED FROM THE CONTRACT COST. 19. GRAFFITI IN FRESHLY POURED CONCRETE SHALL BE REMOVED BY WHATEVER MEANS NECESSARY UP TO AND INCLUDING REMOVAL AND REPLACEMENT. 20.UNLESS OTHERWISE NOTED, ALL TRAFFIC SIGNS SHALL BE PROTECTED IN PLACE BY THE CONTRACTOR. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN APPROVED COPY OF CONSTRUCTION PLANS AT THE PROJECT SITE DURING CONSTRUCTION. ALL DRAWINGS ARE CONSIDERED PART OF THE CONTRACT DOCUMENTS. 22. THE CONTRACTOR SHALL MAKE AVAILABLE FOR THE INSPECTOR'S REVIEW, ON A DAILY BASIS, AS-BUILT DRAWINGS FOR WORK PERFORMED UP TO AND INCLUDING THE PREVIOUS DAY'S ACTIVITIES. WORK SHALL NOT BE CONSIDERED COMPLETE UNTIL AS-BUILT DRAWINGS ARE SUBMITTED AND ACCEPTED BY THE PUBLIC WORKS DIRECTOR. UTILITIES: 23. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (USA) AT (800) 422-4133 AT LEAST 72 HOURS BEFORE PERFORMING ANY DIGGING. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A “PERMIT TO EXCAVATE” WILL BE VALID. THE CONTRACTOR SHALL PROVIDE THE DIGALERT NUMBER TO THE CITY, AND UPON EXPOSING ANY UNDERGROUND FACILITY, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THAT UTILITY COMPANY. 24. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, MADE AVAILABLE TO, OR DISCOVERED BY THE DESIGNER IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND PLAN VIEW ELEVATIONS OF SUBSURFACE FACILITIES ARE APPROXIMATE AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. 25. THE CONTRACTOR SHALL DETERMINE THE LOCATIONS, DEPTH, MATERIAL, CONDITIONS, ROUNDNESS, AND SIZE OF ALL UTILITIES, AND SUBSTRUCTURES INCLUDING SERVICE CONNECTIONS AND LATERALS WITHIN THE ALIGNMENT AND WORK LIMITS OF THE PROPOSED IMPROVEMENTS. 26. THE CONTRACTOR SHALL BEAR THE COST OF REPAIRING OR REPLACING ANY OF SAID STRUCTURES DAMAGED BY THEM DURING THE PROSECUTION OF THE WORK. ALL REPAIRS AND REPLACEMENTS SHALL BE DONE IN THE PRESENCE OF THE INSPECTOR. ALL LOCATIONS SHOWN ON THE PLANS FOR UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND THEIR COMPLETENESS AND CORRECTNESS ARE IN NO WAY GUARANTEED. 27.BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED WORK. THE CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGE, BREAKAGE, OR LEAKS CAUSED BY THEIR WORK. 28. ALL EXISTING UTILITIES SHALL BE MAINTAINED AND PROTECTED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED. EXISTING UTILITIES AND/OR NEW IMPROVEMENTS SHALL BE SUPPORTED AS REQUIRED BY THE ENGINEER IN ACCORDANCE WITH SSPWC STANDARD PLAN 224-3. 29. ALL FIRE HYDRANTS, WATER CONTROL VALVES, AND MAINTENANCE HOLES SHALL BE KEPT FREE FROM OBSTRUCTIONS AND AVAILABLE FOR USE. 30. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ADJUST TO FINISHED GRADE EXISTING SEWER AND STORM DRAIN MAINTENANCE MANHOLES AND COVERS AND ALL OTHER UTILITY BOX AND VALVE COVERS. WHERE APPLICABLE, CONCRETE COLLARS SHALL BE INSTALLED TO MATCH FINISHED GRADE WHETHER INDICATED ON THE PLANS OR NOT. 31. SEPARATION OF SEWER AND WATER FACILITIES SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA DEPT OF HEALTH SERVICES. 32. SEWER LATERALS SHALL BE CONNECTED TO THE SEWER MAIN WITH WYES. 33. SEWER LINES SHALL BE TESTED PRIOR TO MAKING PERMANENT SERVICE CONNECTIONS. 34. IN ADDITION TO ITEMS LISTED IN THESE PLANS, THE CONTRACTOR SHALL FURNISH ALL NECESSARY ADAPTORS, COUPLINGS, BOLTS, GASKETS, CAULKING MATERIALS, AND REPAVING MATERIALS AS REQUIRED TO COMPLETE THE WORK. 35. PIPES SHALL BE CONSTRUCTED SO AS TO PROVIDE THE FOLLOWING MINIMUM CLEARANCES TO EXISTING OR OTHER PROPOSED UNDERGROUND CONDUITS OR STRUCTURES (UNLESS OTHERWISE NOTED ON PLANS OR IN SPECS): a. HORIZONTAL: 24-INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER b. VERTICAL: 12-INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER 36. CONTRACTOR SHALL ADJUST SEWER MAIN ALIGNMENTS AS REQUIRED TO MAINTAIN MINIMUM CLEARANCE BETWEEN WATER MAIN AND OTHER EXISTING UTILITIES, VAULTS, MANHOLES, STRUCTURES, AND SUBSURFACE FACILITIES AT NO ADDITIONAL COST TO THE CITY. PIPELINE CONSTRUCTION IN THE VICINITY OF WATER MAINS SHALL, AT A MINIMUM, CONFORM TO THE LOS ANGELES COUNTY WATERWORKS DISTRICTS STD. PLAN W-50. 37. ALL CROSSING UTILITIES SHALL HAVE A MINIMUM 12-INCH CLEARANCE UNLESS OTHERWISE NOTED. 38. CONTRACTOR SHALL POTHOLE AND VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 39. LOCATIONS OF EXISTING SEWER, GAS, AND WATER SERVICE LATERALS ARE NOT SHOWN ON THE PLANS. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING SERVICES UNLESS OTHERWISE NOTED 40.BACKFILL OF TRENCHES SHALL BE DONE IN LIFTS OF NO MORE THAN 8-INCHES WITH WATER AND APPROPRIATE COMPACTION TOOLS USED BETWEEN EACH LIFT. ONE SACK SLURRY MIX CAN BE USED IN PLACE OF NATIVE SOIL. AFTER BACKFILLING THE TRENCH, A TEMPORARY ASPHALT PATCH SHALL BE PLACED OVER THE TRENCH AND REMAIN FOR NO MORE THAN TWO WEEKS. THE FINAL PATCH SHALL BE A MINIMUM OF 5” THICK OR 1” THICKER THAN THE EXISTING PAVEMENT. THE CONTRACTOR SHALL FOLLOW THE LATEST HERMOSA BEACH PUBLIC WORKS STANDARD DETAILS 115 - 117. 41. THE FINAL PATCH ON ASPHALT STREETS SHALL BE PER THE LATEST HERMOSA BEACH PUBLIC WORKS STANDARD PLANS 115 AND 116. 42. THE FINAL PATCH ON CONCRETE STREETS SHALL BE PER THE LATEST HERMOSA BEACH PUBLIC WORKS STANDARD PLAN 115. TRAFFIC CONTROL: 43. THE CONTRACTOR MAY PROHIBIT PARKING WITHIN THE CONSTRUCTION LIMITS AND AS NECESSARY TO COMPLETE THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. ACCESS TO ALL RESIDENCES AND BUSINESSES SHALL BE MAINTAINED AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POST “NO PARKING” SIGNS WITH SPECIFIC TIME FRAMES ON CITY-APPROVED SIGNS AT LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF WORK. 44. TRAFFIC CONTROL DEVICES AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD), LATEST REVISION, AND WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL), LATEST EDITION. 45. ALL STREET CLOSURES REQUIRE A TRAFFIC CONTROL PLAN TO BE REVIEWED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. SITE CONTROL / SAFETY: 46. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL SOUND CONTROL AND NOISE LEVEL RULES, REGULATIONS, AND ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT. 47. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE REGULATIONS OF CAL-OSHA. 48. ANY WALLS, FENCES, STRUCTURES, AND/OR APPURTENANCES ADJACENT TO THIS PROJECT EITHER IN THE PUBLIC RIGHT-OF-WAY OR ON PRIVATE PROPERTY SHALL BE PROTECTED IN PLACE, UNLESS OTHERWISE NOTED. IF THE CONTRACTOR'S ACTIVITIES DAMAGE OR ADVERSELY AFFECT SAID ITEMS IN ANY WAY, THE CONTRACTOR IS RESPONSIBLE FOR WORKING OUT AN ACCEPTABLE SOLUTION TO THE SATISFACTION OF THE AFFECTED PROPERTY OWNERS AT THE CONTRACTOR'S COST. 49. THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF THE WORK FOR PROVIDING PUBLIC SAFETY AND CONVENIENCE. 50. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION, AND UNTIL THE DATE OF THE NOTICE OF COMPLETION. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORKING HOURS DESCRIBED IN THE PROJECT SPECIFICATIONS. 51. IN THE CASE OF SUSPENSION OF THE WORK FOR ANY CAUSE WHATSOEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS AND SHALL PROPERLY STORE THEM IF NECESSARY AND SHALL ERECT TEMPORARY STRUCTURE(S) WHERE NECESSARY. THE CITY WILL NOT BE HELD RESPONSIBLE FOR THE CARE OR PROTECTION OF ANY MATERIAL OR PARTS OF THE WORK PRIOR TO FINAL ACCEPTANCE, UNLESS OTHERWISE SPECIFIED. 52. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN THEIR OWN STAGING AREA FOR ALL TOOLS, EQUIPMENT, MATERIAL, AND PARKING. AT THE END OF EACH DAY, THE CONTRACTOR SHALL REMOVE ALL MATERIALS, DEBRIS, FOREIGN MATERIAL, AND EQUIPMENT FROM THE JOB SITE UNLESS OTHERWISE APPROVED BY THE ENGINEER. 53. THE PUBLIC RIGHT-OF-WAY SHALL NOT BE USED FOR A STAGING AREA AS DESCRIBED ABOVE UNLESS OTHERWISE AUTHORIZED BY THE CITY. 54. WATER SHALL BE PROVIDED ON SITE AND USED TO CONTROL DUST DURING CONSTRUCTION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A HYDRANT METER FROM CAL WATER (CALL (310) 420-7730) AND PAY FOR CONSTRUCTION WATER. 55. AS REQUIRED BY THE ENGINEER, THE CONTACTOR SHALL FURNISH AND OPERATE A SELF-LOADING MOTOR SWEEPER WITH SPRAY NOZZLES AT LEAST TWICE EACH WORKING DAY TO KEEP PAVED AREAS ACCEPTABLY CLEAN WHEREVER CONSTRUCTION, INCLUDING RESTORATION, IS INCOMPLETE. 56. PROPER BARRICADES SHALL BE PLACED AROUND ANY CONSTRUCTION SITE WITHIN THE PUBLIC RIGHT-OF-WAY. THESE BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF THE WATCH MANUAL. 57. ALL VEHICLES THAT INTRUDE INTO A NORMAL TRAFFIC LANE MUST HAVE PROPER SIGNAGE AND BARRICADES AS REQUIRED BY THE WATCH MANUAL. 58. ALL WORK VEHICLES ARE SUBJECT TO ALL APPLICABLE PARKING RESTRICTIONS. 59. FLAGMEN ARE REQUIRED FOR ANY VEHICLES THAT BLOCK THE TRAVEL LANE AND REQUIRE TRAFFIC TO USE THE OPPOSING LANE TO PASS. SURVEY / LAYOUT: 60. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURVEY MONUMENTS INCLUDING PROPERTY CORNER MARKERS, UNLESS OTHERWISE NOTED ON THE PLANS. PRIOR TO COMMENCEMENT OF WORK ALL SURVEY MONUMENTS IN THE PROJECT AREA SHALL BE LOCATED AND TIED OUT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPLACING ANY SURVEY MONUMENTS THAT ARE DISTRIBUTED DURING CONSTRUCTION. PROPERTY CORNER MARKERS AND SURVEY MONUMENTS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RE-ESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF CALIFORNIA. 61. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF CALIFORNIA. 62. ALL SURVEY POINTS AND MONUMENTS SHALL BE PROTECTED IN PLACE OR RESET AND RECORDED IF THEY ARE REMOVED OR DESTROYED DURING CONSTRUCTION. LANDSCAPE: 63. TREES AND FOLIAGE (TO DRIP LINE), SIGNS, PARKING METERS, AND OTHER IMPROVEMENTS SHALL BE PROTECTED IN PLACE, UNLESS OTHERWISE NOTED, AND ANY DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPAIRED OR THE IMPROVEMENTS REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE. 64. TREES WITHIN THE PUBLIC RIGHT-OF-WAY MAY NOT BE REMOVED WITHOUT AUTHORIZATION FROM THE ENGINEER AND ARE TO BE PROTECTED FROM INJURY OR DAMAGE DURING CONSTRUCTION. 65. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT PRIOR TO ANY TRIMMING, REMOVING, OR RELOCATING OF AN EXISTING STREET TREE. 66. FOR ANY TREE REMOVED DURING THE COURSE OF CONSTRUCTION, THE TREE SHALL BE REPLACED BY TWO IN KIND IN LOCATIONS DETERMINED BY THE ENGINEER. 67. IF STREET TREES ARE REQUIRED IN THE PARKWAY, NEWLY INSTALLED TREES SHALL BE INSTALLED PER THE GREENBOOK TO THE SATISFACTION OF THE INSPECTOR OR ENGINEER. CONTACT THE PUBLIC WORKS DEPARTMENT FOR TYPE(S), SIZE(S), AND LOCATION(S) OF TREES. 68. PLANTED AND IRRIGATED PARKWAY(S), IF REQUIRED, SHALL HAVE MATERIALS AND PLANTS APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. GREENWICH VILLAGE NORTH UNDERGROUND UTILITIES ASSESSMENT DISTRICT GENERAL CONSTRUCTION NOTES Know what'sbelow. Calltwo working before you dig. R Page 3179 of 3438 EROSION CONTROL: 1. THE CONTRACTOR SHALL MAINTAIN AND CLEAN, IF NECESSARY, ALL EXISTING ON-SITE AND ADJACENT STORM DRAIN INLETS DURING THE COURSE OF CONSTRUCTION AND UNTIL THE WORK IS FORMALLY ACCEPTED BY THE CITY. 2. ALL DEBRIS AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED DISPOSAL SITE. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FOR THE TRANSPORTATION OF MATERIAL TO AND FROM THE SITE. THE REMOVAL AND DISPOSAL OF DEMOLITION ITEMS (TREES, PAVEMENT, SOIL, ETC.) SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR IS ADVISED THAT ALL MATERIAL AND DEBRIS CREATED BY REMOVAL OPERATIONS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL AGENCIES AFFECTED BY THE WORK UNLESS INSTRUCTED BY THE ENGINEER OTHERWISE. THE CITY SHALL HAVE RIGHT OF FIRST REFUSAL FOR SALVAGEABLE PARTS, AND IF INSTRUCTED BY THE ENGINEER THE CONTRACTOR SHALL DELIVER SUCH PARTS TO THE CITY YARD. 4. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING CURB DRAINS AND PARKWAY CULVERTS WHETHER SPECIFIED ON THE PLANS OR NOT. THE CONTRACTOR SHALL ENSURE DRAINS AND CULVERTS REMAIN FUNCTIONAL AT ALL TIMES. 5. THE CONTRACTOR SHALL PROVIDE INLET PROTECTION FOR ALL INLETS DOWNSTREAM OF THE WORK AREA IN ACCORDANCE WITH CASQA BMP SE-10. 6. PRIOR TO STORM EVENTS SOIL BINDER, STRAW WATTLE, OR OTHER EROSION CONTROL DEVICES MAY BE APPLIED AND SECURED TO DISTURBED OPEN AREAS DURING GRADING OPERATIONS IF DETERMINED NECESSARY BY THE CONTRACTOR OR ENGINEER. 7. REASONABLE CARE SHALL BE TAKEN WHEN HAULING ANY EARTH, SAND, GRAVEL, STONE, DEBRIS, OR ANY HAZARDOUS SUBSTANCE OVER ANY PUBLIC STREET, ALLEY, OR OTHER PUBLIC PLACE. SHOULD ANY MATERIAL BLOW, SPILL, OR TRACK OVER AND UPON SAID PUBLIC PLACE OR ADJACENT PRIVATE PROPERTY, IMMEDIATE CLEAN UP SHALL OCCUR. 8. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES AS DIRECTED BY THE ENGINEER TO CONTROL DRAINAGE WHICH HAS BEEN AFFECTED BY GRADING AND/OR TRENCHING OPERATIONS.

CONSTRUCTION / MATERIALS: 9. UNLESS OTHERWISE SPECIFICALLY MENTIONED ON THE PLANS, THE CONTRACTOR SHALL CONSTRUCT ALL SIDEWALKS, CURB RAMPS, AND STREET CROSSINGS IN COMPLIANCE WITH ADA STANDARDS AND REQUIREMENTS. 10. ALL FORMS AND COMPACTION SHALL BE INSPECTED PRIOR TO ANY CONCRETE POUR OR ASPHALT BEING PLACED. 11. ALL EXISTING PAVEMENT TO BE REMOVED SHALL BE SAW-CUT OR WHEEL-CUT AND REMOVED TO CLEAN STRAIGHT LINES WITH NO OVERCUT. 12. ALL CONCRETE CURB AND GUTTER FLOW LINES WITH LESS THAN 1% GRADE SHALL BE WATER TESTED PRIOR TO FINAL FINISHING TO ENSURE PROPER DRAINAGE WITHOUT UNACCEPTABLE HIGH OR LOW SPOTS. 13. AT ALL LOCATIONS WHERE NEW PAVEMENT JOINS EXISTING, THE EXISTING PAVEMENT SHALL BE COATED WITH AN ASPHALTIC EMULSION. 14. WHERE EXISTING PAVEMENT OR SUBGRADE IS FOUND TO BE UNSTABLE, THE CONTRACTOR SHALL REMOVE AND REPLACE A MINIMUM OF 1 FOOT OF SUBGRADE WITH CRUSHED MISCELLANEOUS BASE (CMB) AND COMPACT TO 95% OF MAXIMUM DRY DENSITY OBTAINABLE AS MEASURED BY ASTM D-1557. IF SHALLOW UTILITIES PREVENT REMOVAL OF SUBGRADE SOIL, A WOVEN GEOFABRIC SHALL BE USED TO PROVIDE STRENGTH TO THE SUBGRADE. 15. EXPANSION JOINTS PERPENDICULAR TO THE CURB SHALL BE INSTALLED IN COMBINED CURB AND GUTTER AT THE BCR, ECR, BC, EC, AND AT LOCATIONS WHERE THE CURB JOINS EXISTING STRUCTURES. LONGITUDINAL EXPANSION JOINTS SHALL BE INSTALLED WHERE THE CURB BUTTS AGAINST ANY EXISTING STRUCTURE. 16. THE EXACT LOCATIONS AND LIMITS FOR THE REMOVAL AND CONSTRUCTION OF SIDEWALKS AND CURB AND GUTTER SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 17. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL PAVEMENT, STRIPING, AND STENCILING WITHIN THE PROJECT AREA SHALL BE RESTORED TO LIKE NEW CONDITION TO THE SATISFACTION OF THE ENGINEER. PAVEMENT MARKING MATERIAL FOR TRAFFIC STRIPING ON PUBLIC ROADS SHALL CONFORM TO SECTIONS 210 AND 214 OF THE LATEST VERSION OF THE GREENBOOK. 18. ALL TRAFFIC MARKING AND STRIPING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE LATEST EDITION OF THE CAMUTCD, THE GREENBOOK, AND CALTRANS STANDARD PLANS. 19. AT LEAST 72 HOURS SHALL ELAPSE FROM THE TIME CONCRETE IS PLACED BEFORE VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL ON IT, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 20. ALL UTILITY BOXES SHALL BE ADJUSTED TO THE NEW FINISHED GRADE. DAMAGED BOXES SHALL BE REPLACED. KEEP ALL UTILITY BOXES OUT OF DRAINAGE FLOW LINES, CURB RETURNS, DRIVEWAY APPROACHES, AND CURB RAMPS UNLESS APPROVED BY THE CITY ENGINEER. 21. ALL FILL SOILS OR SOILS DISTURBED OR OVER-EXCAVATED DURING CONSTRUCTION SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY ASTM SOIL COMPACTION TEST D-1557. 22. ALL PORTLAND CEMENT CONCRETE (PCC) AND ASPHALTIC CONCRETE (AC) SHALL BE REMOVED TO A SAWCUT, COLD JOINT, OR SCORE MARK. NO FLOATER SLABS LESS THAN THE MINIMUM INDICATED IN THE LATEST HERMOSA BEACH PUBLIC WORKS STANDARD PLANS 115 - 117. PCC AND AC REMOVALS SHALL BE SAWCUT A MINIMUM OF 2 INCHES IN THE NECESSARY WORK AREA. SAWCUT SLURRY SHALL BE REMOVED WITH THE VACUUM MACHINE AND DISPOSED OF PROPERLY. NO SLURRY SHALL BE ALLOWED TO ENTER THE STORM DRAIN SYSTEM. 23. SHOULD ANY LINEAR OR AREA TRENCH JOINT BE LOCATED WITHIN 2 FEET (AC PAVEMENT) OR 3 FEET (PCC PAVEMENT) OF AN EXISTING PAVEMENT PATCH AND/OR CURB AND GUTTER ALIGNMENT, THE ADJACENT PAVEMENT SECTION/PATCH SHALL BE REMOVED AND REPAVED ALONG WITH THE TRENCH PAVEMENT RESTORATION. 24. ALL DAMAGED AND/OR REMOVED DRIVEWAY APPROACH, PCC SIDEWALK, OR CURB AND GUTTER SHALL BE RECONSTRUCTED TO GREENBOOK STANDARDS. 25. RAMP ASPHALT AT EXISTING DRIVEWAYS, GUTTERS, ETC. FOLLOWING MILLING OPERATIONS TO PROVIDE ACCESS IF PAVING IS NOT SCHEDULED FOR THE SAME DAY. 26. ALL EXCAVATIONS SHALL BE APPROPRIATELY SHORED AND PLATED OR BACKFILLED AT THE END OF EACH WORKING DAY AND ROADS OPENED TO VEHICULAR TRAFFIC UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. PLATES SHALL BE TACK WELDED, PINNED, AND/OR SECURED IN PLACE BY ANOTHER METHOD APPROVED BY THE INSPECTOR OR ENGINEER. 27. TRAFFIC PLATES ON EXCAVATED AREAS SHALL BE SKID RESISTANT, WITH MINIMUM COEFFICIENT OF FRICTION EQUIVALENT TO 0.35 PER CALIFORNIA TEST METHOD 342. STEEL PLATES BRIDGING SHALL BE STEEL OF MINIMUM A36 GRADE FOR HS20 TRUCK LOADING PER CALTRANS BRIDGE DESIGN SPECIFICATION MANUAL. 28. TRAFFIC STRIPING, MARKINGS, AND RAISED PAVEMENT MARKERS DAMAGED DURING CONSTRUCTION SHALL BE REINSTALLED IN KIND OR AS DIRECTED BY THE ENGINEER AND NOTED IN THE SPECIAL PROVISIONS. ALL NEW STRIPING AND MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED AND APPROVED. GREENWICH VILLAGE NORTH UNDERGROUND UTILITIES ASSESSMENT DISTRICT GENERAL CONSTRUCTION NOTES (CONTINUED) Know what'sbelow. Calltwo working before you dig. R Page 3180 of 3438 Contact USA Dial 811 or 800-422-4133
www.digalert.org/contact Page 3181 of 3438
Contact USA Dial 811 or 800-422-4133
www.digalert.org/contact
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Contact USA Dial 811 or 800-422-4133
www.digalert.org/contact Page 3184 of 3438
Contact USA Dial 811 or 800-422-4133
www.digalert.org/contact
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12/15/22
2/25/22
2/9/2023 10/31/22 09/27/21
DATE
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SEE RUN 4
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LT-6949-F
LT-6949-H LT-6948-B
LT-7048-A
LT-7048-A3
LT-7049-G

CIRCUIT CODE
09270
P ARK)
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SUB / PG NO. VICTORIA

INVENTORY MAP
2-6” GRADE RINGS REQ’D2-10” SP VENTS REQ’DCR: 4 - S HH PLAS 17”X30”X15”CF: 1 - S VAULT 6’X12’X7’ TUB 2 PIECE UNITCl: 1 - SS TAX EXCV CST FOR VLT

CIRCUIT / VOLTAGE
KING 16KV

ASSOC DESGN
1361592

ASSOC DESGN
1361595

ASSOC DESGN
1361595
\
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IN: 263’ - CBL (2) 350 MCM, (1) 4/0 600V CLP PLEXIN: 243’ - CBL (2) 4/0, (1) 1/0 600V CLP PLEXIN: 215’ - CBL 2-1/0 1-#2 AL 3-1/C 600V IN DUCTIN: 28’ - CBL 2-1/0 1-2 AL 3-1/C 600V CLP PLEX \
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SERVICE REQUEST
3025080
T. TRAN

OF/QUES/JT

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17”x30”x24” CONCRETEIN:1-4W BAR 1P

DISTRICT
44 - SOUTH BAY
17”x30”x24” CONCRETEIN:1-4W BAR 1P

PROPOSED CONSTRUCTION (LOCATION)
GREENWICH VILLAGE NORTH R20B ASSESSMENT DISTRIC
HERMOSA AVE, 34TH TO 26TH STHERMOSA BEACH CA 90254
17”x30”x24” CONCRETEIN:1-4W BAR 1P
1 IN = 20
20 ME EE
54+24.08 C/L HERMOSA AVE.50+00.00 C/L 33RD ST.
0 CR:H353A
17”x30”x15” ICF: H353A
13”
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SHT 3
SEE RUN 11
ADDED DET. POLE STATIONS, MINOR CORRECTIONSQUES - ADDED ADDITIONAL UG BASEMAP (PAGE 10) 02/17/22 CR:H353B 17”x30”x15”CFH353B
V8353 TO H353B
IN: 26’ 350 1P
TENSION 350 1P 3” DUCT
V8353 TO H353B - 40 LBS
H353B TO V8353 - 9 LBS
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PRODUCT-1
1805249-RULE 20B-UG INSTALL
PRODUCT-2
1805252
PRODUCT-3
1805252
For Underground Locating
Two Working Days Before You Dig
D16: Rev. 05/28/20
WARNING:
-FIBER OPTICS, TELEPHONE, CATV APPROXIMATE
LOCATION SHOWN. POTHOLE FOR EXACT LOCATIONS.
57* 5
V8353 TO H353A
IN: 124’ 350 1P
TENSION 350 1P 3” DUCT
V8353 TO H353A - 221 LBS
H353C TO V8353
IN: 121’ 4/0 1P
TENSION 4/0 IP 3” DUCT
H353C TO V8353 - 30 LBS
V8353 TO H353C - 104 LBS
V8353 TO V8352
IN: 502’ 3-1/0 JCN 12KV
TENSION 3-1/0 JCN 5” DUCT
V8353 TO V8352 - 592 LBSV8352 TO V8353 - 437 LBS
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H353B TO PNL - 7 LBS PNL TO H353B - 3 LBS.
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PNL TO H353A - 31 LBS
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2/25/22
2/9/2023 10/31/22 09/27/21
DATE
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LT-6949-F
LT-6949-H LT-6948-B
LT-7048-A
LT-7048-A3
LT-7049-G
EX: UG FED 1.9 KW
VD=2.91
FL=4.76
25”
MEMO
SHT 4
SEE RUN 17

CIRCUIT CODE
09270
58+43.91 C/L HERMOSA AVE.//50+00.00 C/L 31 ST ST. 3

ASSOC DESGN
1361592

ASSOC DESGN
1361595

ASSOC DESGN
1361595
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INVENTORY MAP
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SERVICE REQUEST
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PROPOSED CONSTRUCTION (LOCATION)
GREENWICH VILLAGE NORTH R20B ASSESSMENT DISTRIC
HERMOSA AVE, 34TH TO 26TH STHERMOSA BEACH CA 90254
17”x30”x24” CONCRETEIN:1-4W BAR 1P
(
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20 0
90659
ADDED DET. POLE STATIONS, MINOR CORRECTIONSQUES - ADDED ADDITIONAL UG BASEMAP (PAGE 10) 02/17/22 PRODUCT-1
1805249—RULE 20B-UG INSTALL
PRODUCT-2
1805252
PRODUCT-3
1805252
WARNING:
-FIBER OPTICS, TELEPHONE, CATV APPROXIMATE
LOCATION SHOWN. POTHOLE FOR EXACT LOCATIONS.
pssEsr
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Two Working Days Before You Dig
M&8
H352F TO H352E
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H352F TO H352E - 184 LBSH352E TO H352F - 189
H353A TO H352F
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< H352F TO H353A - 193 LB:
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SEE ABOVE
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51+07.56 C/L 30TH ST.60+29.74 C/L PALM DR.
4 - S HH CONC 17”X30”X24”1 - S HH PLAS 17”X30"X15"
WOOD Y
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IN: 597’ - CBL (2) 350 MCM, (1) 4/0 600V CLP PLEX IN: 140’ - CBL 2-1/0 1-2 AL 3-1 /C 600V CLP PLEX IN: 90’ - CBL 2-1/0 1-#2 AL 3-1/C 600V IN DUCT PROJECT NO. 2129449
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EX. CIC 4573E TO H
12/15/22
2/25/22
2/9/2023 10/31/22 09/27/21
DATE
GRID MAP NO:

LT-6949-F
LT-6949-H LT-6948-B
LT-7048-A
LT-7048-A3
LT-7049-G
MEMO
SHT 4
SEE RUN 17
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CIRCUIT CODE
09270
6’x12’x7’
2-6” GRADE RINGS REQ’D2- 10” SP VENTS
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INVENTORY MAP

ASSOC DESGN
1361592

ASSOC DESGN
1361595

ASSOC DESGN
1361595
\
\
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CIRCUIT / VOLTAGE
KING 16KV
\
\
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CF: 4 - SS TAX EXCV CST FOR BD/PAD/PB/PME/SB/SOECF: 1 - SS TAX EXCV CST FOR PLASTIC HHIN: 6 - CNN BAR INS LT DUTY #8-350 1P 4-WAYIN: 1 - JJ PERM STRAIGHT SPL 1 /0 200A O .

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PROPOSED CONSTRUCTION (LOCATION)
GREENWICH VILLAGE NORTH R20B ASSESSMENT DISTRIC
HERMOSA AVE, 34TH TO 26TH STHERMOSA BEACH CA 90254
1 IN = 20
20 0
ADDED DET. POLE STATIONS, MINOR CORRECTIONSQUES - ADDED ADDITIONAL UG BASEMAP (PAGE 10) 02/17/22 1-3"

HH TO CAP
EX: H352B 17”x30”x15”
13”
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1805249—RULE 20B-UG INSTALL
PRODUCT-2
1805252
PRODUCT-3
1805252
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59* 5
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WARNING:
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LOCATION SHOWN. POTHOLE FOR EXACT LOCATIONS.

IN: 4 - JJ LBE 1/0 200A 16KVIN: 2 - JJ T-CNN W/BAIL 200AIN: 1 - TR UG BT MC F LP 100KVA 16KV 120/240 1P SN:__________________________
For Underground Locating
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D16: Rev. 05/28/20
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V8352 TO H352B
IN: 104’ 350 1P
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V8352 TO H352B - 185 LBS
H352B TO V8352 - 48 LB:
. 0
H352E TO H352D
IN: 118’ 350 1P
TENSION 350 1P 3” DUCT
H352E TO H352D - 197 LBS H352D TO H352E - 195 LBS
7 %
H352D TO V8352
IN: 118’ 350 1P
TENSION 350 1P 3” DUCT
H352D TO V8352 - 84 LBS
V8352 TO H352D - 217 LBS
V8352 TO V8351
IN: 421’ 3-1/0 JCN 12KV
TENSION 3-1/0 JCN 5” DUCT
. V8352 TO V8351 - 386 LBS
V8351 TO V8352 - 353 LBS
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IN: 90’ 1/0 1P
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PNL TO H352D - 50 LBS
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2/25/22
2/9/2023 10/31/22 09/27/21
DATE
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7.8 KW VD=1.33
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LT-6949-F
LT-6949-H LT-6948-B
LT-7048-A
LT-7048-A3
LT-7049-G
64+70.07 C/L HERMOSA AVE.50+00.00 C/L 28TH ST.

MEMO
SHT 11
SEE RUN 8
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CIRCUIT CODE
09270
MEMO
SHT 6
SEE RUN 28
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INVENTORY MAP

ASSOC DESGN
1361592

ASSOC DESGN
1361595

ASSOC DESGN
1361595

CIRCUIT / VOLTAGE
KING 16KV
\
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SERVICE REQUEST
3025080
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GREENWICH VILLAGE NORTH R20B ASSESSMENT DISTRIC
HERMOSA AVE, 34TH TO 26TH STHERMOSA BEACH CA 90254
13”
95’
k\
1 IN = -20
20 0
13”
31’
ADDED DET. POLE STATIONS, MINOR CORRECTIONSQUES - ADDED ADDITIONAL UG BASEMAP (PAGE 10) 02/17/22 VW
EX: H351B
17”x30”x18”
IN:1-4W BAR 1P

5.0 V8351 TO X351C
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2/25/22
2/9/2023 10/31/22 09/27/21
DATE
EX: UG FED 31.4 KW VD=2.52 FL=2.58
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LT-6949-F
LT-6949-H LT-6948-B
LT-7048-A
LT-7048-A3
LT-7049-G
66+89.71 C/L HERMOSA AVE.
50+12.31 C/L 27TH ST.

CIRCUIT CODE
09270
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INVENTORY MAP

ASSOC DESGN
1361592

ASSOC DESGN
1361595

ASSOC DESGN
1361595
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CIRCUIT / VOLTAGE
KING 16KV
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PROPOSED CONSTRUCTION (LOCATION)
GREENWICH VILLAGE NORTH R20B ASSESSMENT DISTRIC
HERMOSA AVE, 34TH TO 26TH STHERMOSA BEACH CA 90254
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PNL TO H351A - 6 LBS
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66+89.71 C/L HERMOSA AVE.50+00.00 C/L 27TH ST.
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ADDED DET. POLE STATIONS, MINOR CORRECTIONSQUES - ADDED ADDITIONAL UG BASEMAP (PAGE 10) 02/17/22 (W @A
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WARNING:
-FIBER OPTICS, TELEPHONE, CATV APPROXIMATE
LOCATION SHOWN. POTHOLE FOR EXACT LOCATIONS.

For Underground Locating
Two Working Days Before You Dig
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LT-6949-F
LT-6949-H LT-6948-B
LT-7048-A
LT-7048-A3
LT-7049-G
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69+97.27 C/L HERMOSA AVE.50+00.00 C/L 26TH ST.

CO: 1-3” (49’)

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AVE, 34TH TO 26TH STBEACH CA 90254
SUB / PG NO. VICTORIA

INVENTORY MAP

ASSOC DESGN
1361592

ASSOC DESGN
1361595

ASSOC DESGN
1361595
METER
WOWWWW / DX W\ W

CIRCUIT / VOLTAGE
KING 16KV
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3025080
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ADDED DET. POLE STATIONS, MINOR CORRECTIONSQUES - ADDED ADDITIONAL UG BASEMAP (PAGE 10) 02/17/22 ®

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PRODUCT-1
1805249—RULE 20B-UG INSTALL
PRODUCT-2
1805252
PRODUCT-3
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LOCATION SHOWN. POTHOLE FOR EXACT LOCATIONS.
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F T.IRAN N.S.EKHTIARI SURVEYED
p T. TRAN R. WITCHELL
DATE: 01/26/22
0 B OF/QUES/JT QUES/EK
AM RW TT SHEET DESIGN\DRWG NO. TYPE DATE APPROVED BY CHECKED BY DRAWN BY PAX # D16: Rev. 05/28/20 OF/AREK Southern California Edison Company 10 11 OF 1361592_1.01 TRASH
CAN
EX. 1-4” (54’) -
V5471480 TO HH
PROJECT NO. 2129449
EX. 1-4" (127) V5471480 TO HH
V5471480 TO HH
EX. 1-4” (60’)
EX. 1-4” (101’)
V5471480 TO HH
EX. 1-4” (88’)HH TO HH
TRASH
CAN
12/15/22
2/25/22
2/9/2023
10/31/2209/27/21
HH
GRID MAP NO:

LT-6949-F
LT-6949-H LT-6948-B
LT-7048-A
LT-7048-A3
LT-7049-G
EX. 1-5” (MEMO) V5471480 TO CAP SEE SHEET 9
HERMOSA AVE, 34TH TO 26TH STHERMOSA BEACH CA 90254
EX. 2-5” (323’)---------------
X5471479 TO V5471480

ASSOC DESGN
1361592

ASSOC DESGN
1361595

ASSOC DESGN
1361595
EX. 1-5” (MEMO) -------- "V5471480 TO 1909732E SEE SHEET 9 EX. 1-4” (MEMO)HH TO HHSEE SHEET 9

CIRCUIT CODE
09270
C
CA
EX. 2-5” (274’) V5471480 TO V5471481
SUB / PG NO. VICTORIA

INVENTORY MAP
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\

SERVICE REQUEST
3025080

CIRCUIT / VOLTAGE
KING 16KV

DESIGNERCAMARENA, FRANCISCO

DISTRICT
44 - SOUTH BAY
\
\
\
\
\
\

PROPOSED CONSTRUCTION (LOCATION)
GREENWICH VILLAGE NORTH R20B ASSESSMENT DISTRIC
\
\
5’x10’6”x7’EX. GS5937 3WEX. 175KVA 120/240V XFMR
©

PARKING
METER
\
\
N
©
1 IN = 20
20 40%
\ 6
\

PARKING
METER
©

PARKING
METER
A —
S
408
ADDED DET. POLE STATIONS, MINOR CORRECTIONSQUES - ADDED ADDITIONAL UG BASEMAP (PAGE 10) 02/17/22 72+82.31 C/L HERMOSA AVE.50+00.00 C/L 25TH ST.
©

PARKING METER
©
METER
©

PARKING
METER

PARKING
METER
PRODUCT-1
1805249—RULE 20B-UG INSTALL
PRODUCT-2
1805252
PRODUCT-3
1805252
WARNING:
-FIBER OPTICS, TELEPHONE, CATV APPROXIMATE
LOCATION SHOWN. POTHOLE FOR EXACT LOCATIONS.
„ N O
SRKINC
METER
For Underground Locating
Two Working Days Before You Dig
SRKINC
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SRKINCV
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SRKINd
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16300
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www.digalert.org/contact
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An EDISON INTERNATIONAL Company
DR
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7 SCALE: FT
16 0 40
1 - AG 17” PLT W/ 1”X10’ 3 EYE ROD (@ 20’ LD)
0 (O FINA

APPROVED FOR CONSTRUCTION
PROJ. MGR. CICCARELLI, ROBERT PLANNER MATAS, ANTHONY RPHONE PHONE 3106085226

DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED
MSR NO.GPS
UNDERGROUND SERVICE ALERT J.P.A. NO.

SEE ABOVE
O
F T.IRAN N.S.EKHTIARI SURVEYED p
DATE: 8-30-21
0 B
AM RW SHEET DESIGN\DRWG NO. TYPE APPROVED BY PAX #
EK Southern California Edison Company 11 11 OF 1361592_1.01 TD1805249EX: 1867738E
50+00.00 C/L 28TH CT.
65+75.73 C/L PALM DR.
(JP01SHS)
TD2072388RM: 1867738E
WOOD
DECK
EX. 1-3” —
4118E TO HH
RUN: 183’RISER: 30’TOTAL: 223’
MKMS
TEMP.FENCE
WooD
DECK
PROJECT NO. 2129449
AS
33 AC V
UNIT
TEMP.

WOOD
DECK
WooD
DECK
CF25
33) 180’
PARK.®
ER.

TD1805249IN: 4951126E
PARK.®
METER
EX. CIC —
1 7558E TO HH
C6
EX. 1-3” ‘ HH TO CAP
12/15/22
2/25/22
2/9/2023 10/31/22 09/27/21
DATE
R. WITCHELL

QUES/EK

DRAWN BY
PARK.®
METER ■

NO HFRA
POLE
CLASS 3
1 - POLE 40’ CLASS 3 WOOD FULL TREAT 1 - OH GUYING TEE KIT CMP & WOOD GRID MAP NO:

LT-6949-F
LT-6949-H LT-6948-B
LT-7048-A
LT-7048-A3
LT-7049-G
IN: 540’ - CBL 1000 AL 1-1/C 17KV CLP PJIN: 3 - INS POLY DE 16KV RIG 4/0 STR CONSTRUCTION NOTE:SET POLE 12” BEHIND CURB FACE, LEAVE 36” CLEAR SIDEWALK.NEW POLE SET @ 50+95 W/O PARKING SIGN. CITY WILL RELO PARKING SIGN.

CIRCUIT CODE
09270
50’
RM: RM: RM: RM:TR:
y
/
A\
1 - POLE 50’ CLASS 4 WOOD FULL TREAT1 - SEC ROLLER (166-CLEVIS & SPOOL)1 - XA DBLE VB 10’ STEEL PINS N/BOND6 - INS GLASS & PIN 16KV CLMP #4-336 ACSR 1 - RSR 3” EXTENSION
SUB / PG NO. VICTORIA

INVENTORY MAP
\
L
\

CIRCUIT / VOLTAGE
KING 16KV

ASSOC DESGN
1361592

ASSOC DESGN
1361595

ASSOC DESGN
1361595
1 - AG SPAN GUY 3/8”-200’ W/2-FGSI ALL KV (TO 369E)2 - AG DOWN GUY 9/32” - 50’ LESS THAN 22.5KV (@ 33’ +32’) PARK.®
METER
TD1805249EX: 684369EIN: 1 - XA DBL HD DE COMP 10’IN: 3 - KADDAS WILDLIFE CVD CND DEAD END COVERIN: 1 - MISC POLE KEY & BLKIN: 2 - SEC ROLLER (166-CLEVIS & SPOOL)IN: 1 - RSR PRECUT UNISTRUT W/ HARDWARE NO PVCIN: 1 - SEC END ARM RACK WITH 3 SPOOL RACKIN: 1 - RSR PVC/STRAP 5” UNISTRUT APPIN: 1 - PH CS 10’ XA 16KV 3P 3-1000IN: 1 - SA POLY W/GND NO PRI-N 16KV 3P

SERVICE REQUEST
3025080
IN: 1 - POLE 50’ CLASS 3 WOOD FULL TREATIN: 1 - XA DBL HD TAN COMP 10’IN: 2 - SEC ROLLER (166-CLEVIS & SPOOL)IN: 2 - SEC BRACKET 9” EXTENSION FOR RACK SECIN: 3 - INS POLY DE 16KV HOT SHOE 336 ACSRIN: 3 - INS POLY DE 16KV RIG 2/0 STRIN: 6 - INS 35KV POLY POST VERT CLMP TOP LNG STD \ '\
40’ IN: IN:IN:IN: IN:

T. TRAN

OF/QUES/JT

CHECKED BY

DESIGNERCAMARENA, FRANCISCO
XV

DISTRICT
44 - SOUTH BAY

WOOD DECK
\
\
\
\
O'

PROPOSED CONSTRUCTION (LOCATION)
GREENWICH VILLAGE NORTH R20B ASSESSMENT DISTRIC
HERMOSA AVE, 34TH TO 26TH STHERMOSA BEACH CA 90254
2y.

AAA _ wWAAAW EX. 1-4" —
4755E TO HH
&
1 IN = 20
20 0
ADDED DET. POLE STATIONS, MINOR CORRECTIONSQUES - ADDED ADDITIONAL UG BASEMAP (PAGE 10) 02/17/22 &
TT
OF/AR
PRODUCT-1
1805249—RULE 20B-UG INSTALL
PRODUCT-2
1805252
PRODUCT-3
1805252
V8351 TO 4369E
IN: 180’ 3-1000 JCN 12KV
TENSION 3-1000 JCN 5" DUCT
V8351 TO 4369E - 3216 LBS
4369E TO V8351 - 2076 LBS
For Underground Locating
Two Working Days Before You Dig
D16: Rev. 05/28/20
WARNING:
-FIBER OPTICS, TELEPHONE, CATV APPROXIMATE
LOCATION SHOWN. POTHOLE FOR EXACT LOCATIONS.

TD2072388SAME HOLEIN: 1867738E
7 \
IN: 1 - CAP BNK SW OH 1200KVAR 16KV CMP PT
SN:__________________
IN: 1 - SA POLY W/GND NO PRI-N 16KV 3PIN: 1 - INS POLY DE 16KV RIG 2/0 STRIN: 1 - CAP CONTROL W/DC RADIO EL

DISTRIBUTION CONSTRUCTION

CONTACT DISTRIBUTION AUTOMATION
%
ol..
0 64+59.28 C/L MANHATTAN AVE.52+89.97 C/L 28TH ST.
o
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AUTOMATION EQUIPMENT

INSTALLATION/RELOCATION/REMOVAL
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DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
CYIENT 1"=40' 01/20/2025
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 3436 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
3436 HERMOSA AVE

VICINITY MAP

PROJECT LOCATION

DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
CYIENT 1"=40' 01/20/2025
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 3436 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
3436 HERMOSA AVE
LEGEND

FACILITIES

MISCELLANEOUS

EXISTING HANDHOLE

STREET LIGHT
POLE

RIGHT OF WAY/PROPERTY LINE

CENTER LINE (STREET)

STORM DRAIN
GAS
WATER

SIGN BOARD

CATCH BASIN

FIRE HYDRANT

CENTER LINE (ABBRV)

RIGHT-OF-WAY (ABBRV)

FACE OF CURB/EDGE OF PAVEMENT
C/L
R/W

FOC/EOP
SD
G
W

PROPOSED CONDUIT

S SEWER

PROPOSED HANDHOLE

SEWER MANHOLE

DISTANCE

CONDUIT SIZE

CONDUIT COUNT
# #"
###"

EXISTING CONDUIT

3504
3443
3436
35TH ST
15'
5'
20'
20'
40'
FOC
C/L
R/W
FOC
R/W
34TH ST
13'
12'
8'
20'
20'
FOC
40'
C/L
R/W
FOC
R/W
R/W

HERMOSA AVE

HERMOSA AVE
3435
3423
3417
3411
3410
3405
3330
34TH PL
26'
26'
16'
26'
3'
2'
EXISTING 17"X30"X24" HH
UP SIZE TO 2'X3' PB #3

33.876384,-118.407760
21'
13'
7'
15'
5'
APN:4181-034-006
APN:4181-034-005
APN:4181-034-004
APN:4181-034-003
APN:4181-034-002
APN:4181-034-001
APN:4181-034-007
APN:4181-034-008
APN:4181-034-009
APN:4181-035-001
20'

HERMOSA AVE

BIKE PATH

BIKE PATH

HERMOSA AVE

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 30" SS
30" SS
30" SS
30" SS

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8" SS
8" SS
8" SS
8" SS
8" SS

S S S S S S S

S S S S S S S
8" SS
12" SS

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 5'
90'
21'
6'
5'
3'
7'
14'
2" G
2" G
2" G
2" G
2" G
2" G

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W

W W W W W W W W
4" W
4" W
4" W
4" W
4" W
4'
4'
5'
APN:4181-033-003
12'
22'

SCE VAULT
V5768354
8'
14'
5'
2 4"
119'
FROM PB #1 TO PB #2
2 4"
126'
FROM PB #2 TO PB #3

JOINT TRENCH

JOINT TRENCH
1 ANGLE RADIUS LENGTH
90° 00' 00" 2' 3'

CONDUIT CURVE DATA
1 3 90° 00' 00" 2' 3'
4 90° 00' 00" 1' 2'
5 90° 00' 00" 1' 2'
2 3
4 "SPLIT Y" CONNECTION IS REQUIRED
PLACE NEW 2'X3' PB #1

33.876924,-118.408061
2'
3'
PLACE NEW 2'X3' PB #2

33.876651,-118.407914
NOTE:ONLY THOSE SUBSTRUCTURES WITHIN 10-FT OF THE

PROPOSED CONDUIT ARE SHOWN
1 1
1 NOTE: ALL VAULT AND PULLBOXES SHALL BE TRAFFIC RATE H-20.

REMOVE AND REPLACE 20 SQ FT OF CONCRETE
SIDEWALK " SHALL BE PER CITY STANDARDS"
1 KEY NOTES:

REMOVE AND REPLACE 20 SQ FT
SIDEWALK " SHALL BE PER CITY S
1 KEY NOTES:

A
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
A
B
A
EXISTING 17"X30"X24" HH UP SIZE TO 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
B
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIE
PROOF LOAD: 33,750 lbf (150 kN)
A
EXISTING 17"X30"X24" HH UP SIZE
(SPECIFICATION:ANSI/SCTE 77 TIE
PROOF LOAD: 33,750 lbf (150 kN)
B
EXISTING 11"X18" HH UP SIZE TO 2
(SPECIFICATION:ANSI/SCTE 77 TIE
PROOF LOAD: 33,750 lbf (150 kN)
C
39' OF NEW 1-2" CONDUIT FROM
PB#2 TO PROPERTY 3417
38' OF NEW 1-2" CONDUIT FROM
PB#2 TO PROPERTY 3423
E SEE SHEET 8 OF 9 & 9 OF 9 FOR TRENCH DETAILS
15' OF NEW 1-2" CONDUIT FROM
PB#3 TO PROPERTY 3405
35' OF NEW 1-2" CONDUIT FROM
PB#3 TO PROPERTY 3330
2 90° 00' 00" 2' 3'
5 6
6 90° 00' 00" 2' 3'
7'
15'
5'
JOINT TRENCH LF: 238 FT
TOTAL EXCAVATION: 60SQ FT
PULLBOXES: 3
NOTE: DOES NOT INCLUDE

TRENCHES

QUANTITY BREAKDOWN
2'
R5'
3'
R5'
R5'
R5'
5'
8' a
b
a
b
90° 00' 00" 1' 2'
90° 00' 00" 1' 2'
4'
DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 01/20/2025 01 OF 10
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 3436 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS SEE SHEET 2 MATCHLINE A-A 3436 HERMOSA AVE
A
A

20'
20'
40'
C/L
R/W
R/W
33RD ST
20'
20'
5'
25'
25'
50'
FOC
C/L
R/W
FOC
R/W

LONGFELLOW AVE

LONGFELLOW AVE

HERMOSA AVE

HERMOSA AVE
HER
3410
3405
3330
3320
3318
3310
3233
3231
3222
3301
3220
3207
34TH PL
3205
26'
3'
EXISTING 17"X30"X24" HH
UP SIZE TO 2'X3' PB #3

33.876384,-118.407760
26'
13'
7'
15'
5'
5'
2'
EXISTING11"X18" HH
UP SIZE TO 2'X3' PB #5

33.875888,-118.407469
5'
EXISTING 17"X30"X15" HH
UP SIZE TO 2'X3' PB #6

33.875568,-118.407302
17'
3'
5'
2'
APN:4181-034-007
APN:4181-034-008
APN:4181-034-009
APN:4181-035-001
APN:4181-035-002
APN:4181-035-003
APN:4181-035-004
APN:4181-035-005
APN:4181-035-006
APN:4181-035-007
APN:4181-035-008
APN:4181-035-009
APN:4181-035-010
4181-035-011
20'
20'
5'
5'
5'

HERMOSA AVE

HERMOSA AVE

BIKE PATH

BIKE PATH

BIKE PATH

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 30" SS
30" SS
30" SS

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8" SS
8" SS
8" SS
8" SS
8" SS

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 90'
21'
6'
5'
3'
90'
26'
5'
6'
21'
3'
7'
14'
7'
14'
26'
2" G
2" G
2" G
2" G

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4" W
4" W
4" W
4" W
4'
4'
4'
4'
12'
22'
12'
22'
21'

SCE VAULT
V5768353
5'
2 4"
126'
FROM PB #2 TO PB #3
2 4"
133'
FROM PB #3 TO PB #4
2 4"
143'
FROM PB #5 TO PB #6
2 4"

JOINT TRENCH

JOINT TRENCH

JOINT TRENCH
7 ANGLE RADIUS LENGTH
90° 00' 00" 1' 2'

CONDUIT CURVE DATA
8 90° 00' 00" 1' 2'
9 90° 00' 00" 2' 3'
10 90° 00' 00" 1' 2'
7 13
16 17
"SPLIT Y" CONNECTION IS REQUIRED
PLACE NEW 2'X3' PB #4

33.876096,-118.407600
NOTE:ONLY THOSE SUBSTRUCTURES WITHIN 10-FT OF THE

PROPOSED CONDUIT ARE SHOWN
THIN 10-FT OF THE
1 1
1 1
1 NOTE: ALL VAULT AND PULLBOXES SHALL BE TRAFFIC RATE H-20.

REMOVE AND REPLACE 20 SQ FT OF CONCRETE
SIDEWALK " SHALL BE PER CITY STANDARDS"
1 KEY NOTES:

REMOVE AND REPLACE
SIDEWALK " SHALL BE
1 B
A
C
B
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
A
EXISTING 17"X30"X24" HH UP SIZE TO 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
B
EXISTING 11"X18" HH UP SIZE TO 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
C
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/S
PROOF LOAD: 33,750 lb
A
EXISTING 17"X30"X24" H
(SPECIFICATION:ANSI/S
PROOF LOAD: 33,750 lb
B
E SEE SHEET 8 OF 9 & 9 OF 9 FOR TRENCH DETAILS
E SEE SHEET 8 OF 9 & 9 O
15' OF NEW 1-2" CONDUIT FROM
PB#3 TO PROPERTY 3405
35' OF NEW 1-2" CONDUIT FROM
PB#3 TO PROPERTY 3330
25' OF NEW 1-2" CONDUIT FROM
PB#4 TO PROPERTY 3310
62' OF NEW 1-2" CONDUIT FROM
PB#5 TO PROPERTY 3231
3'
2'
20' OF NEW 1-2" CONDUIT FROM
PB#6 TO PROPERTY 3207
2 4"
104'
FROM PB #4 TO PB #5

JOINT TRENCH
5 6
8 9
10 11
12 15
11 90° 00' 00" 1' 2'
12 90° 00' 00" 2' 3'
13 90° 00' 00" 1' 2'
14 90° 00' 00" 1' 2'
18 5'
JOINT TRENCH LF: 363 FT
TOTAL EXCAVATION: 60SQ FT
PULLBOXES: 3
NOTE: DOES NOT INCLUDE

TRENCHES

QUANTITY BREAKDOWN
JOINT TRENCH LF: 343 FT
TOTAL EXCAVATION: 60SQ F
PULLBOXES: 3
NOTE: DOES NOT INCLUDE

QUANTITY BREAKDOWN
8'
2'
3'
3'
R5'
R5'
R5'
R5' 14
15 90° 00' 00" 2' 3'
4'
DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 01/20/2025 02 OF 10
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 3320 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
3320 HERMOSA AVE
SEE SHEET 1 MATCHLINE A-A
A
A
SEE SHEET 3 MATCHLINE B-B
B
B

20'
20'
5'
25'
25'
50'
FOC
C/L
R/W
FOC
R/W

LONGFELLOW AVE

LONGFELLOW AVE
31ST ST
7'
13'
12'
8'
20'
20'
40'
C/L
FOC
R/W
FOC
R/W
12'-6"12'-6"
30TH ST
20'
20'
40'
C/L
FOC
R/W
FOC

HERMOSA AVE

HERMOSA AVE
3231
3222
3220
3207
3205
3133
3129
3124
3116
3108
3104
3100
3035
3033
5'
EXISTING 17"X30"X15" HH
UP SIZE TO 2'X3' PB #6

33.875568,-118.407302
17'
5'
18'
3'
2'
EXISTING 17"X30"X15" HH
UP SIZE TO 2'X3' PB #7

33.875289,-118.407145
16'
8'
26'
4'
18'
6'
EXISTING 17"X30"X24" HH
UP SIZE TO 2'X3' PB #9

33.874846,-118.406903
21'
APN:4181-035-006
APN:4181-035-007
APN:4181-035-008
APN:4181-035-009
APN:4181-035-010
APN:4181-035-011
APN:4181-035-025
APN:4181-035-014
APN:4181-035-015
APN:4181-035-016
APN:4181-035-017
APN:4181-035-018
APN:4181-035-019
APN:4181-035-020
20'
4'
5'
5'
5'

HERMOSA AVE

HERMOSA AVE

BIKE PATH

BIKE PATH

BIKE PATH

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 30" SS
30" SS
30" SS
30" SS

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8" SS
26'
8" SS
8" SS
26'
8" SS

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 90'
26'
5'
6'
21'
3'
7'
14'
90'
5'
14'
7'
6'
21'
3'
12'
22'
90'
3'
21'
6'
7'
14'
5'
2" G
2" G
2" G
2" G

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4" W
4" W
4" W
22'
4'
4'
4'
4'
4'
12'
12'
22'
21'

SCE VAULT
V5768353
5'
2 4"
143'
FROM PB #5 TO PB #6
2 125'
4"
FROM PB #6 TO PB #7
2 4"
105'
FROM PB #7 TO PB #8
2 4"

JOINT TRENCH

JOINT TRENCH

JOINT TRENCH
13 16

ANGLE RADIUS LENGTH
90° 00' 00" 1' 2'

CONDUIT CURVE DATA
90° 00' 00" 1' 2'
90° 00' 00" 2' 3'
90° 00' 00" 1' 2'
16 17
24 17
18 19
20 90° 00' 00" 1' 2'
21 90° 00' 00" 2' 3'
25 26
"SPLIT Y" CONNECTION IS REQUIRED
NOTE:ONLY THOSE SUBSTRUCTURES WITHIN 10-FT OF THE

PROPOSED CONDUIT ARE SHOWN
HIN 10-FT OF THE
1 1
3'
2'
1 PLACE NEW 2'X3' PB #8

33.875049,-118.407015
1 1
NOTE: ALL VAULT AND PULLBOXES SHALL BE TRAFFIC RATE H-20.

REMOVE AND REPLACE 20 SQ FT OF CONCRETE
SIDEWALK " SHALL BE PER CITY STANDARDS"
1 KEY NOTES:

REMOVE AND REPLACE 20 SQ FT OF
SIDEWALK " SHALL BE PER CITY STA
1 KEY NOTES:

A
B
B
B
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
A
EXISTING 17"X30"X24" HH UP SIZE TO 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
B
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER
PROOF LOAD: 33,750 lbf (150 kN)
A
EXISTING 17"X30"X24" HH UP SIZE TO
(SPECIFICATION:ANSI/SCTE 77 TIER
PROOF LOAD: 33,750 lbf (150 kN)
B
E SEE SHEET 8 OF 9 & 9 OF 9 FOR TRENCH DETAILS
E SEE SHEET 8 OF 9 & 9 OF 9 FOR TRE
62' OF NEW 1-2" CONDUIT FROM
PB#5 TO PROPERTY 3231
3'
2'
20' OF NEW 1-2" CONDUIT FROM
PB#6 TO PROPERTY 3207
34' OF NEW 1-2" CONDUIT FROM
PB#7 TO PROPERTY 3133
24' OF NEW 1-2" CONDUIT FROM
PB#8 TO PROPERTY 3108
55' OF NEW 1-2" CONDUIT FROM
PB#8 TO PROPERTY 3104
2 4"
107'
FROM PB #8 TO PB #9

JOINT TRENCH
15' OF NEW 1-2" CONDUIT FROM
PB#9 TO PROPERTY 3100
15 18
19 20
21 22
23 22 90° 00' 00" 2' 3'
23 90° 00' 00" 1' 2'
24 90° 00' 00" 1' 2'
27 5'
7'-6"
JOINT TRENCH LF: 343 FT
TOTAL EXCAVATION: 60SQ FT
PULLBOXES: 3
NOTE: DOES NOT INCLUDE

TRENCHES

QUANTITY BREAKDOWN
JOINT TRENCH LF: 350 FT
TOTAL EXCAVATION: 60SQ FT
PULLBOXES: 3
NOTE: DOES NOT INCLUDE

TRENCHES

QUANTITY BREAKDOWN
R5'
R5'
R5'
R5' 14
3'
2'
3'
16'
3'
2'
5'
3104 - EXISTING 2" CONDUIT IN

NORTH WALL OF PROPERTY
DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 01/20/2025 03 OF 10
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 3205 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
3205 HERMOSA AVE
SEE SHEET 2 MATCHLINE B-B
B
B
SEE SHEET 4 MATCHLINE C-C
C
C

12'-6"12'-6"
7'-6"
30TH ST
20'
20'
40'
C/L
FOC
R/W
R/W
FOC
29TH ST
12'-6"12'-6"
7'-6"
20'
20'
40'
C/L
FOC
R/W
R/W
FOC

HERMOSA AVE

HERMOSA AVE
3108
3104
3100
3035
3033
3031
3007
3003
3001
2930
2918
2909
4'
18'
6'
EXISTING 17"X30"X24" HH
UP SIZE TO 2'X3' PB #9

33.874846,-118.406903
21'
16'
9'
6'
EXISTING 17"X30"X15" HH
UP SIZE TO 2'X3' PB #10

33.874587,-118.406755
EXISTING 17"X30"X15"HH
UP SIZE TO 2'X3' PB #11

33.874376,-118.406638
5'
16'
2'
APN:4181-035-016
APN:4181-035-017
APN:4181-035-018
APN:4181-035-019
APN:4181-035-020
APN:4181-035-021
APN:4181-035-022
APN:4181-035-030
APN:4181-035-029
APN:4181-035-024
APN:4181-036-001
APN:4181-036-002
4'

HERMOSA AVE

HERMOSA AVE

BIKE PATH

BIKE PATH
26'
26'

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 30" SS
30" SS
30" SS
30" SS
30" SS

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8" SS
8" SS
8" SS
8" SS
8" SS
26'

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 90'
5'
14'
7'
6'
21'
3'
12'
22'
90'
3'
21'
6'
7'
14'
5'
90'
3'
21'
6'
7'
14'
5'
26'
2" G
2" G
2" G
2" G
2" G

S S S S S S S S S S S S

S S S S S S S S S S S S

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4" W
4'
4" W
4" W
4" W
22'
22'
4'
12'
4'
4'
4'
12'
9'

SCE VAULT
V5768351
6'
2 4"
116'
FROM PB # 9 TO PB #10
FROM PB#10 TO PB #11
2 4"
99'
2 4"
134'
FROM PB#11 TO PB #12

JOINT TRENCH

JOINT TRENCH

JOINT TRENCH
24 25

ANGLE RADIUS LENGTH
90° 00' 00" 1' 2'

CONDUIT CURVE DATA
90° 00' 00" 1' 2'
90° 00' 00" 2' 3'
90° 00' 00" 2' 3'
26 27
28 29 90° 00' 00"
25 26
29 32
31 33
"SPLIT Y" CONNECTION IS REQUIRED
NOTE:ONLY THOSE SUBSTRUCTURES WITHIN 10-FT OF THE

PROPOSED CONDUIT ARE SHOWN
TRUCTURES WITHIN 10-FT OF THE
SHOWN
20'
30TH PL

33.875049,-118.4
1 1
1 3'
2'
PLACE NEW 2'X3' PB #12
1 33.875049,-118.407015
NOTE: ALL VAULT AND PULLBOXES SHALL BE TRAFFIC RATE H-20.

REMOVE AND REPLACE 20 SQ FT OF CONCRETE
SIDEWALK " SHALL BE PER CITY STANDARDS"
1 KEY NOTES:

REMOVE AND REPLACE 20 SQ FT OF CO
SIDEWALK " SHALL BE PER CITY STAND
1 KEY NOTES:

REMOVE AND REPLACE 30 SQ FT OF
CONCRETE STREET " SHALL BE PER CI
STANDARDS"
2 A
A
B
B
B
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
A
EXISTING 17"X30"X24" HH UP SIZE TO 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
B
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
A
EXISTING 17"X30"X24" HH UP SIZE TO 2'
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
B
PLACE 30''X48'' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
D
E SEE SHEET 8 OF 9 & 9 OF 9 FOR TRENCH DETAILS
E SEE SHEET 8 OF 9 & 9 OF 9 FOR TRENC
24' OF NEW 1-2" CONDUIT FROM
PB#8 TO PROPERTY 3108
55' OF NEW 1-2" CONDUIT FROM
PB#8 TO PROPERTY 3104
2 4"
107'
FROM PB #8 TO PB #9

JOINT TRENCH
15' OF NEW 1-2" CONDUIT FROM
PB#9 TO PROPERTY 3100
38' OF NEW 1-2" CONDUIT FROM
PB#10 TO PROPERTY 3031
47' OF NEW 1-2" CONDUIT FROM
PB#10 TO PROPERTY 3007
2'
22 23
27 28
30 90° 00' 00"
90° 00' 00"
31 32
30 90° 00' 00" 1' 2'
1' 2'
1' 2'
1' 2'
7'-6"
7'-6"
JOINT TRENCH LF: 350 FT
TOTAL EXCAVATION: 60SQ FT
PULLBOXES: 3
NOTE: DOES NOT INCLUDE

TRENCHES

QUANTITY BREAKDOWN

QUANTITY BREAKDOWN
3'
2'
3'
16'
3'
2'
5'
R5'
R5'
3104 - EXISTING 2" CONDUIT IN

NORTH WALL OF PROPERTY
3031- EXISTING 1" CONDUIT IN GARAGE

AT SOUTH SIDE OF PROPERTY
3007- EXISTING 1" CONDUIT IN
NORTH WALL OF PROPERTY R5'
R2'
DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 01/20/2025 04 OF 10
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 3033 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
3033 HERMOSA AVE
SEE SHEET 3 MATCHLINE C-C
C
C
SEE SHEET 5 MATCHLINE D-D
D
D

29TH ST
12'-6"12'-6"
7'-6"
20'
20'
40'
15'
15'
5'
20'
20'
40'
C/L
FOC
R/W
R/W
FOC
C/L
FOC
R/W
R/W
FOC
28TH ST
5'
15'
C/L
R/W
R/W
C/L
R/W
R/W
15'

PALM DR

PALM DR
28TH ST

MOSA AVE

HERMOSA AVE

HERMOSA AVE
2930
2918
2909
2840
2838
2831
2826
2810
2806
2800
2728
5'
16'
16'
2'
3'
11'
3'
EXISTING 17"X30"X15" HH
UP SIZE TO 2'X3' PB #14

33.873459,-118.406169
10'
10'
120'
8'
9'
26'
26'
APN:4181-035-0
APN:4181-035-024
APN:4181-036-001
APN:4181-036-002
APN:4181-036-015
APN:4181-036-005
APN:4181-036-006
APN:4181-036-007
APN:4181-036-008
APN:4181-036-009
APN:4181-036-010
APN:4181-036-011

ERMOSA AVE

HERMOSA AVE

HERMOSA AVE

BIKE PATH

BIKE PATH

BIKE PATH

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 30" SS
30" SS
30" SS
30" SS
30" SS

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8" SS
8" SS
8" SS

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 90'
3'
21'
6'
7'
14'
5'
26'
2" G
2" G
2" G
2" G
2'
3'

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8" SS
8" SS
8" SS
8" SS

SD SD SD SD SD

SD SD SD SD SD
18" SD

S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S
8" SS
8" SS

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4" W
4" W
APN:4181
4" W
4" W
W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4'

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4" W
4" W
4" W 4" W
22'
4'
12'
4'

SCE VAULT
V5768351
27'
2 4"
134'
FROM PB#11 TO PB #12
2 4"
138'
FROM PB # 12 TO PB #13
2 4"
105'
FROM PB # 14 TO PB #15
2 4"
FROM PB #13 TO PB #14

JOINT TRENCH

JOINT TRENCH

JOINT TRENCH

JOINT TRENCH
158'
LENGTH
2'

VE DATA
2'
3'
3'
32 31
33 ANGLE RADIUS LENGTH
90° 00' 00" 1' 2'

CONDUIT CURVE DATA
90° 00' 00" 1' 2'
90° 00' 00" 2' 3'
34 35
33 34
37 42
"SPLIT Y" CONNECTION IS REQUIRED
NOTE:ONLY THOSE SUBSTRUCTURES WITHIN 10-FT OF THE

PROPOSED CONDUIT ARE SHOWN
STRUCTURES WITHIN 10-FT OF THE

RE SHOWN
20'
30TH PL
30"
48"
3'
PLACE NEW 30"X48" PB #15

33.873296,-118.405986
26'
3'
2'
PLACE NEW 2'X3' PB #12
1 33.875049,-118.407015
3'
1 EXISTING17"X30"X15" HH
UP SIZE TO 2'X3' PB #13

33.873812,-118.406313
1 2
1 NOTE: ALL VAULT AND PULLBOXES SHALL BE TRAFFIC RATE H-20.

REMOVE AND REPLACE 20 SQ FT OF CONCRETE
SIDEWALK " SHALL BE PER CITY STANDARDS"
1 KEY NOTES:

REMOVE AND REPLACE 30 SQ FT OF
CONCRETE STREET " SHALL BE PER CITY
STANDARDS"
2 REMOVE AND REPLACE 20 SQ FT O
SIDEWALK " SHALL BE PER CITY ST
1 KEY NOTES:

A
D
B
B
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
A
EXISTING 17"X30"X24" HH UP SIZE TO 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
B
PLACE 30''X48'' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
D
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER
PROOF LOAD: 33,750 lbf (150 kN)
A
EXISTING 17"X30"X24" HH UP SIZE T
(SPECIFICATION:ANSI/SCTE 77 TIER
PROOF LOAD: 33,750 lbf (150 kN)
B
R5'
R5'
R5'
R5'
E SEE SHEET 8 OF 9 & 9 OF 9 FOR TRENCH DETAILS
E SEE SHEET 8 OF 9 & 9 OF 9 FOR TR
2'
65' OF NEW 1-2" CONDUIT FROM
PB#13 TO PROPERTY 2831
58' OF NEW 1-2" CONDUIT FROM
PB#14 TO PROPERTY 2800
172' OF NEW 2-4"
CONDUIT FROM PB#15
TO POLE # 684369E
2 4"
61'
2'
2'
2'
2'
35 36
38 36 90° 00' 00" 1' 2'
90° 00' 00" 1' 2'
90° 00' 00" 1' 2'
37 38
39 39 90° 00' 00" 10' 16'
41 7'-6"
JOINT TRENCH LF: 394 FT
TOTAL EXCAVATION: 70SQ FT
PULLBOXES: 3
NOTE: DOES NOT INCLUDE

TRENCHES

QUANTITY BREAKDOWN
JOINT TRENCH LF: 376 FT
TOTAL EXCAVATION: 60SQ FT
PULLBOXES: 3
NOTE: DOES NOT INCLUDE

TRENCHES

QUANTITY BREAKDOWN
2'
3'
4'
40 2'
34° 00' 00" 20' 12'
3'
PLACE NEW 2'X3' HH#16

33.873163,-118.406008
A
4'
40 2800 - NO EXISTING CONDUIT

NEEDS NEW CONDUIT PLACED
DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 01/20/2025 05 OF 10
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 2909 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
2909 HERMOSA AVE
SEE SHEET 4 MATCHLINE D-D
D
D
SEE SHEET 6 MATCHLINE E-E
E
E

C/L
R/W
R/W
15'
LM DR
7'-6"
12'-6"12'-6"
7'-6"
20'
20'
40'
C/L
FOC
R/W
R/W
FOC
27TH ST
5' 15'
5'
20'
20'
40'
C/L
R/W
FOC
FOC
R/W
30'
R/W

GREENWICH VILLAGE

HERMOSA AVE

HERMOSA AVE
2810
2806
2800
2728
2724
2702
2666
2654
2652
2641
2646
2645
2648
2642 2634
2630
10'
8'
9'
1'
26'
20'
4' 12'
15'
15'
APN:4181-036-008
APN:4181-036-009
APN:4181-036-010
APN:4181-036-011
APN:4181-036-013
APN:4181-036-014
APN:4181-037-010
APN:4181-037-009
APN:4181-037-008
APN:4181-037-007
APN:4181-037-006
APN:4181-037-004

HERMOSA AVE

HERMOSA AVE

BIKE PATH

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 30" SS
30" SS
30" SS
30" SS

G G G G G G G G G G
2'
3'

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8" SS
8" SS
8" SS
SD SD
SD SD
S S
S S
W
W
6" W
4" W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W 6" W
4" W
4" W
4" W
APN:4181-036-901
4" W
4" W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 16'

SCE VAULT
V5768351
27'
2 4"
105'
FROM PB # 14 TO PB #15
2 4"
159'
FROM # 16 TO PB #17

JOINT TRENCH

JOINT TRENCH

JOINT TRENCH
1' 2'
1' 2'
2' 3'
41 ANGLE RADIUS LENGTH
90° 00' 00" 1' 2'

CONDUIT CURVE DATA
42 90° 00' 00" 1' 2'
42 46
43 90° 00' 00" 1' 2'
52 53
"SPLIT Y" CONNECTION IS REQUIRED
15'
NOTE:ONLY THOSE SUBSTRUCTURES WITHIN 10-FT OF THE

PROPOSED CONDUIT ARE SHOWN
1'
30"
48"
3'
PLACE NEW 30"X48" PB #15

33.873296,-118.405986
26'
2 1
2'
3'
1 PLACE NEW 2'X3' HH#17

33.872869,-118.405827
2'
3'
1 PLACE NEW 2'X3' HH#18

33.872662,-118.405772
1 PLACE NEW 2'X3' HH #20
872214,-118.405515
D PULLBOXES SHALL BE TRAFFIC RATE H-20.

NOTE: ALL VAULT AND PULLBOXES SHALL BE TRAFFIC RATE H-20.

REMOVE AND REPLACE 20 SQ FT OF CONCRETE
SIDEWALK " SHALL BE PER CITY STANDARDS"
1 KEY NOTES:
1 D
A
A
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
A
EXISTING 17"X30"X24" HH UP SIZE TO 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
B
A
C
R5'
R5'
R5'
R5'
E SEE SHEET 8 OF 9 & 9 OF 9 FOR TRENCH DETAILS
E
58' OF NEW 1-2" CONDUIT FROM
PB#14 TO PROPERTY 2800
172' OF NEW 2-4"
CONDUIT FROM PB#15
TO POLE # 684369E
2 4"
61'
FROM PB # 15 TO PB #16

JOINT TRENCH
25' OF NEW 1-2" CONDUIT FROM
PB#17 TO PROPERTY 2702
76' OF NEW 1-2" CONDUIT FROM
PB#17 TO PROPERTY 2654
2 4"
116'
FROM # 17 TO PB #18

JOINT TRENCH
9' OF NEW 1-2" CONDUIT FROM
PB#18 TO PROPERTY 2652
14' OF NEW 1-2" CONDUIT FROM
PB#18 TO PROPERTY 2645
48' OF NEW 1-2" CONDUIT
FROM PB#18 TO
PROPERTY 2641
2 4"
116'
FROM # 18 TO PB #19

JOINT TRENCH
38 1' 2'
1' 2'
1' 2'
39 10' 16'
41 43
44 44
45 44 90° 00' 00" 1' 2'
44 90° 00' 00" 2' 3'
47 48
45 90° 00' 00" 2' 3'
46 90° 00' 00" 1' 2'
47 90° 00' 00" 1' 2'
48 90° 00' 00" 2' 3'
51 54
56 15'
JOINT TRENCH LF: 376 FT
TOTAL EXCAVATION: 60SQ FT
PULLBOXES: 3
NOTE: DOES NOT INCLUDE

TRENCHES

QUANTITY BREAKDOWN

JOINT TREN

TOTAL EXCA

PULLBOXES
NOTE: DOES

TRENCHES

QUANTITY
20' 12'
24° 00' 00"
26° 00' 00" 10' 5'
15' 6'
3'
PLACE NEW 2'X3' HH#16

33.873163,-118.406008
A
4'
2'
3'
EXISTING 11''X18'' HH
UP SIZE TO 2'X3' PB #19

33.872425,-118.405653
C
9'
49 49
50 50
2800 - NO EXISTING CONDUIT

NEEDS NEW CONDUIT PLACED
DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 01/20/2025 06 OF 10
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 2728 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
2728 HERMOSA AVE
SEE SHEET 5 MATCHLINE E-E
E
E
SEE SHEET 7 MATCHLINE F-F
F
F

5' 15'
5'
20'
20'
40'
C/L
R/W
FOC
FOC
R/W
6'
18'
2'
21'
6'
28'
13'
6'
100'
15'
15'
15'
30'
30'
60'
C/L
FOC
R/W
FOC
R/W

GREENWICH VILLAGE
26ST ST
C/L
FOC
R/W
R/W
FOC
FOC
FOC
FOC
FOC

HERMOSA AVE

HERMOSA AVE
2654
2652
2641
2646
2645
2648
2642 2634
2630
2624
2617
2601
26TH ST
2541
20'
4' 12'
1'
15'
15'
APN:4181-037-009
APN:4181-037-008
APN:4181-037-007
APN:4181-037-006
APN:4181-037-004
APN:4181-037-003
APN:4181-037-002
APN:4181-037-001
APN:4181-002-013
38'

HERMOSA AVE

HERMOSA AVE

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 30" SS
30" SS
6" W
6" W
6" W
6" W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

SCE VAULT
V5768350
30'
FROM # 16 TO PB #17
2 4"
104'
FROM PB #19 TO PB #20

JOINT TRENCH

JOINT TRENCH
LENGTH
46 51

ANGLE RADIUS LENGTH
90° 00' 00" 2' 3'

CONDUIT CURVE DATA
52 90° 00' 00" 1' 2'
53 1' 2'
52 53
55 S REQUIRED
"SPLIT Y" CONNECTION IS REQUIRED
NOTE:ONLY THOSE SUBSTRUCTURES WITHIN 10-FT OF THE

PROPOSED CONDUIT ARE SHOWN
15'
4'-6"
1'
2'
3'
1 PLACE NEW

33.872662,-118.40
1 1
3'
PLACE NEW 2'X3' HH #20

33.872214,-118.405515
NOTE: ALL VAULT AND PULLBOXES SHALL BE TRAFFIC RATE H-20.

REMOVE AND REPLACE 20 SQ FT OF CONCRETE
SIDEWALK " SHALL BE PER CITY STANDARDS"
1 KEY NOTES:

A
A
PLACE 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
A
EXISTING 11"X18" HH UP SIZE TO 2'X3' PULLBOX
(SPECIFICATION:ANSI/SCTE 77 TIER 22,
PROOF LOAD: 33,750 lbf (150 kN)
C
E SEE SHEET 8 OF 9 & 9 OF 9 FOR TRENCH DETAILS
76' OF NEW 1-2" CONDUIT FROM
PB#17 TO PROPERTY 2654
2 4"
116'
FROM # 17 TO PB #18

JOINT TRENCH
9' OF NEW 1-2" CONDUIT FROM
PB#18 TO PROPERTY 2652
14' OF NEW 1-2" CONDUIT FROM
PB#18 TO PROPERTY 2645
48' OF NEW 1-2" CONDUIT
FROM PB#18 TO
PROPERTY 2641
2 4"
116'
FROM # 18 TO PB #19

JOINT TRENCH
5' OF NEW 1-2" CONDUIT FROM
PB#19 TO PROPERTY 2630
2'
28' OF NEW 1-2" CONDUIT FROM
PB#20 TO PROPERTY 2617
15' OF NEW 1-2" CONDUIT FROM
PB#20 TO PROPERTY 2601
47 48
51 54
90° 00' 00"
54 90° 00' 00" 2' 3'
56 57
55 90° 00' 00" 2' 3'
56 90° 00' 00" 2' 3'
57 90° 00' 00" 2' 3'
15'
JOINT TRENCH LF: 212 FT
TOTAL EXCAVATION: 40 SQ FT
PULLBOXES: 2
NOTE: DOES NOT INCLUDE

TRENCHES

QUANTITY BREAKDOWN
2'
3'
EXISTING 11''X18'' HH
UP SIZE TO 2'X3' PB #19

33.872425,-118.405653
C
9'
50 DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 01/20/2025 07 OF 10
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 2641 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
2641 HERMOSA AVE
SEE SHEET 6 MATCHLINE F-F
F
F

DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 01/20/2025 08 OF 10
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 2641 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
2641 HERMOSA AVE

DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 01/20/2025 09 OF 10
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 2641 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
2641 HERMOSA AVE

24"x36" PULL BOX 30"x48" PULL BOX
DWG BY: DATE:

WIRE CENTER NAME:

FRONTIER WORK ORDER
SCALE:

W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 01/20/2025 10 OF 10
90254

SUBSTRUCTURE FOR PLACEMENT OF NEW
CONDUIT AND HAND HOLES AT 2641 HERMOSA
AVE
5285914_WO992039
CITY

HERMOSA BEACH

UNDERGROUND

SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS

BEFORE YOU DIG

OF SOUTHERN CALIFORNIA ADDRESS
2641 HERMOSA AVE

PROJECT ID: HERMOSA BEACH LOCATION: UNDERGROUND SERVICE ALERT C A L L B E F O R E Y O U D I G !Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG HERMOSA BEACH GREENWICH VILLAGE, HERMOSA BEACH, CA 90254 VICINITY MAP N.T.S. N.T.S. TITLE SHEET HERMOSA BEACH SHEET 1 OF 9 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: [email protected] HHS CONGRUEX© A COMPANY CROWN CASTLE UNDERGROUND SERVICE ALERT C A L L B E F O R E Y O U D I G !Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG PROJECT ID: HERMOSA BEACH LOCATION: IMPROVEMENT PLANS FOR: DRAWING INDEX SHEET 1 TITLE SHEET SHEET 2 SUE FORM EXCAVATION PLAN & DETAILS HERMOSA BEACH GREENWICH VILLAGE SHEET 3 GENERAL NOTES & DETAILS EXCAVATION DATA (UG TRENCH) TRENCH DIRT/GRASS PARKWAY FOOTAGE CONCRETE STREET FOOTAGE TUNNELLING UNDER C&G A/C STREET FOOTAGE (TRENCH) CONCRETE SIDEWALK FOOTAGE TOTAL EXCAVATION PROPOSED PULLBOX TOTAL POTHOLES 37 LF 0 LF 0 LF50 JOINT TRENCH 0 LF 1588 LF 258 LF 1588 LF 295 LF 1883 LF TOTAL BORPITS 0 GREENWICH VILLAGE UNDERGROUNDING DISTRICT CITY OF HERMOSA BEACH AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. NEW POLE(S) 000000 LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X X CENTERLINE FENCE EFO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SSSDT SANITARY SEWER STORM DRAIN WATER W CATV GAS GAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P # #" ###' CONDUIT COUNT DISTANCE CONDUIT SIZE PV ANCHORS RISER POLE R HHVP PROPOSED TRENCH PROPOSED JOINT TRENCH PROPOSED BORE UNDERGOUND SCOPE OF WORK NEW HAND HOLE TRENCH FT. JOINT TRENCH FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL 5000295' 1588' 1883' R E V I S I O N S NO. DATE D E S C R I P T I O N S SHEET 5 EXCAVATION PLAN & DETAILS SHEET 6 EXCAVATION PLAN & DETAILS SHEET 7 EXCAVATION PLAN & DETAILS SHEET 8 DETAILS SHEET 9 DETAILS SHEET 4 A/C STREET FOOTAGE (JOINT TRENCH) NOTE: QUANTITIES PROVIDED ARE ESTIMATED. REMOVAL AND REPLACEMENT OF ALL EXISTING CONCRETE AND ASPHALT SURFACES SHALL BE PER CITY STANDARDS. CONTRACTOR RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES. Page 3205 of 3438 UNDERGROUND SERVICE ALERT C A L L B E F O R E Y O U D I G !Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG SHEET 2 OF 9 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: [email protected] HHS CONGRUEX© A COMPANY · SUE FORM ’ · “ – ” · · ’ · · · · · · · · · · · · ’ ’ ’ ’ ’ · ” · ’ · ü ü üüüüü ü ü ü2 5 2 2 HERMOSA BEACH HERMOSA BEACH GREENWICH VILLAGE 02/09/2023 Andrew Sanchez Trench 295' in row. Joint trench 1588' . Place (5) vault. Total trench 1883'. PROJECT ID: HERMOSA BEACH LOCATION: CROWN CASTLE CITY OF HERMOSA BEACH AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. NEW POLE(S) 000000 LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X X CENTERLINE FENCE EFO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SSSDT SANITARY SEWER STORM DRAIN WATER W CATV GAS GAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P # #" ###' CONDUIT COUNT DISTANCE CONDUIT SIZE PV ANCHORS RISER POLE R HHVP PROPOSED TRENCH PROPOSED JOINT TRENCH PROPOSED BORE UNDERGOUND SCOPE OF WORK NEW HAND HOLE TRENCH FT. JOINT TRENCH FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL 5000295' 1588' 1883' R E V I S I O N S NO. DATE D E S C R I P T I O N S HERMOSA BEACH GREENWICH VILLAGE, HERMOSA BEACH, CA 90254 Page 3206 of 3438 NO SCALE CROSSING DETAIL "A"Street Grade GAS PROPOSED CONDUIT 12" MIN.
36" MIN PROJECT ID: HERMOSA BEACH LOCATION: SHEET 3 OF 9 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: [email protected] HHS CONGRUEX© A COMPANY CROWN CASTLE DETAIL SHEET UNDERGROUND SERVICE ALERT C A L L B E F O R E Y O U D I G !Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIGCITY OF HERMOSA BEACH AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. NEW POLE(S) 000000 LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X X CENTERLINE FENCE EFO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SSSDT SANITARY SEWER STORM DRAIN WATER W CATV GAS GAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P # #" ###' CONDUIT COUNT DISTANCE CONDUIT SIZE PV ANCHORS RISER POLE R HHVP PROPOSED TRENCH PROPOSED JOINT TRENCH PROPOSED BORE UNDERGOUND SCOPE OF WORK NEW HAND HOLE TRENCH FT. JOINT TRENCH FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL 5000295' 1588' 1883' R E V I S I O N S NO. DATE D E S C R I P T I O N S SIDEWALK TRENCH DETAIL N.T.S. LANDSCAPE TRENCH DETAIL N.T.S. FOR MATERIAL SPECIFICATIONS, EQUAL MATERIALS WILL BE CONSIDERED. HERMOSA BEACH GREENWICH VILLAGE, HERMOSA BEACH, CA 90254 24"x36"x12" CONCRETE TRAFFIC RATED VAULT DETAIL JENSEN PRECAST VAULT 24"x36x12" CONCRETE TRAFFIC RATED VAULT MODEL # HT2436 TRAFFIC BOX (LID TO BE MARKED "CROWN CASTLE") ® "A" VARIES " MIN. TRENCH WIDTH 36" MIN. SCH 40 PVC CONDUIT COMMS. CONCRETE SCORELINE TO SCORELINE SEE NOTE* *NOTE: PROPOSE EXCAVATION AREA TO BE RESTORED TO PREVIOUS EXISTING OR BETTER CONDITIONS AS PER AGENCY STANDARDS AND APPROVAL OF CITY, COUNTY OR STATE INSPECTOR CONCRETE TRENCH DETAIL 1 SACK SLURRY MIX 6" 6" 12 Page 3207 of 3438 E
E
E
E
E
E
E
E
E
E
E
3'
26'
80'
V
30' 40'
5'
5' 10'
10'
15'
15'
100'
41'
43'
3'
22'
82' 81' 68'
14'
12'
30'
15' 15'
40'
18'
3'
24'
32'
40'
24'
8'
8'
V
7'
17'
5'
4 4
5'
45'
R5'
R5'
R5'
R5' R5'
R5'
R13'
91'
10'
E
16'
16'
26' PROJECT ID: HERMOSA BEACH LOCATION: UNDERGROUND SERVICE ALERT

C A L L
B

E F O R E Y
O U
D I G !Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG EXCAVATION PLAN HERMOSA BEACH GREEN WICH VILLAGE SHEET 4 OF 9 SEE SHEET 5 OF 9
"A" MATCHLINE "A" 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: [email protected] HHS CONGRUEX ©

A COMPANY
0SCALE: 1"= 30' 30' 60' KEY NOTES: CROWN CASTLE
1 3
28TH ST
27TH ST

HERMOSA AVE

PALM DR
FOC
C/L
FOC
ROW
ROW
FOC
C/L
FOC
ROW
ROW
FOC

C/L FOC
ROW
ROW
FOC

C/L FOC
ROW
ROW
2 4" 146' JOINT TRENCH
2 4" 40' TRENCH
2 4" 122' JOINT TRENCH
2 4" 24' TRENCH
1 4" 9' TRENCH
2 4" 9' TRENCH
2 CITY OF HERMOSA BEACH AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. NEW POLE(S)000000 LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X

X CENTERLINE FENCE
EFO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SSSDT SANITARY SEWER STORM DRAIN WATER

W CATV GAS GAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P
# #" ###' CONDUIT COUNT DISTANCE CONDUIT SIZE P

V ANCHORS RISER POLE
R HHVP PROPOSED TRENCH PROPOSED JOINT TRENCH PROPOSED BORE UNDERGOUND SCOPE OF WORK NEW HAND HOLE TRENCH FT. JOINT TRENCH FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL 5 000295' 1588' 1883' R E V I S I O N S NO. DATE D E S C R I P T I O N S

SIDEWALK GUTTER
GUTTER

SIDEWALK
2 2" 391' JOINT TRENCH CONDUIT CURVE DATA ANGLE RADIUS LENGTH 7922 5' 7' 2' 23 5' 2' 5' 77 13' 18' 90 5' 8' 90 5' 8' 18 5' 2'

CONCRETE PAVEMENT GUTTER
GUTTER

SIDEWALK
GUTTER

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK GUTTERGUTTER
SIDEWALK 1. RISER POLE 18' S/O C/L 28TH ST ON EXISTING POLE # 684369E, STA: 64+88 2. PLACE 24"X36" CROWN CASTLE FIBER PULLBOX (ARMORCAST, MODEL# A6001974TAPCX18 OR NEWBASIS MODEL #PCA243618-97XXX) 2' BEHIND CURB FACE STA: 50+91 (SEE PULLBOX DETAIL IN SHEET 3 OF 9) 3. PLACE 24"X36" CROWN CASTLE FIBER PULLBOX (ARMORCAST, MODEL# A6001974TAPCX18 OR NEWBASIS MODEL #PCA243618-97XXX) 3' BEHIND CURB OF MEDIAN. STA: 66+58 (SEE PULLBOX DETAIL IN SHEET 3 OF 9) 4. SEE DETAIL ON SHEET 8 OF 9. 2 2"
2 2"
2 4" 23' JOINT TRENCH HERMOSA BEACH GREENWICH VILLAGE, HERMOSA BEACH, CA 90254 NOTE: QUANTITIES PROVIDED ARE ESTIMATED. REMOVAL AND REPLACEMENT OF ALL EXISTING CONCRETE AND ASPHALT SURFACES SHALL BE PER CITY STANDARDS. CONTRACTOR RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES. NOTE: CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS WITH PROPOSED SINGLE TRENCH LOCATIONS. Page 3208 of 3438 E
E
E
E
E
E
E
E
E
E
E
E
40' 20'
20' 12'
8'
12' 8'
40' 20'
20' 12'
8'
12' 8'
40' 20'
20' 12'
8'
12'
8'
HH
4 4'
45'
8'
57'
37'
5 6
45'
4'
62'
12'
R5' R5'
R5'
R5' 2'
91'
91'
26'
45'
26'
45'
45'
1'
E
26' PROJECT ID: HERMOSA BEACH LOCATION: UNDERGROUND SERVICE ALERT

C A L L
B

E F O R E Y
O U
D I G !Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG EXCAVATION PLAN SHEET 5 OF 9 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: [email protected] HHS CONGRUEX ©

A COMPANY
0SCALE: 1"= 30' 30' 60' CROWN CASTLE
SEE SHEET 4 OF 9
"A" MATCHLINE "A"
SEE SHEET 6 OF 9
"B" MATCHLINE "B" CITY OF HERMOSA BEACH AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. NEW POLE(S)000000 LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X

X CENTERLINE FENCE
EFO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SSSDT SANITARY SEWER STORM DRAIN WATER

W CATV GAS GAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P
# #" ###' CONDUIT COUNT DISTANCE CONDUIT SIZE P

V ANCHORS RISER POLE
R HHVP PROPOSED TRENCH PROPOSED JOINT TRENCH PROPOSED BORE UNDERGOUND SCOPE OF WORK NEW HAND HOLE TRENCH FT. JOINT TRENCH FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL 5 000295' 1588' 1883' R E V I S I O N S NO. DATE D E S C R I P T I O N S FOC
C/L
FOC
ROW
ROW
FOC

C/L FOC
ROW
ROW 29TH ST
30TH ST
FOC

C/L FOC
ROW
ROW

HERMOSA AVE
2 2" 8' TRENCH
2 2" 459' JOINT TRENCH
4 2" 8' TRENCH
2 2" 51' TRENCH CONDUIT CURVE DATA ANGLE RADIUS LENGTH 90 5' 8' 90 5' 8' 42 5' 4' 42 5' 4' FOC
C/L
FOC
ROW
ROW
31TH ST
FOC

C/L FOC
ROW
ROW KEY NOTES: 4. SEE DETAIL ON SHEET 8 OF 9. 5. PLACE 24"X36" CROWN CASTLE FIBER PULLBOX (JENSEN PRECAST TRAFFIC RATED VAULT, MODEL# HT2436 8' BEHIND CURB IN CONCRETE STREET. STA: 60+96 (SEE PULLBOX DETAIL IN SHEET 3 OF 9) 6. REMOVE AND REPLACE 170 SQ FT OF CONCRETE STREET "SHALL BE PER CITY STANDARDS".

GUTTER

SIDEWALK GUTTER

SIDEWALK

SIDEWALK
GUTTER

SIDEWALK

SIDEWALK
GUTTER

SIDEWALK GUTTER

SIDEWALK
SIDEWALK HERMOSA BEACH GREENWICH VILLAGE, HERMOSA BEACH, CA 90254 HERMOSA BEACH GREEN WICH VILLAGE NOTE: QUANTITIES PROVIDED ARE ESTIMATED. REMOVAL AND REPLACEMENT OF ALL EXISTING CONCRETE AND ASPHALT SURFACES SHALL BE PER CITY STANDARDS. CONTRACTOR RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES. NOTE: CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS WITH PROPOSED SINGLE TRENCH LOCATIONS.

CONCRETE PAVEMENT

CONCRETE PAVEMENT

E
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12' 8'
HH 11
45'
4'
56'
12'
37'
54'
6'
R5'
R5'
R5'
R5' 7
8 45'
4'
2'
91'
40' 20'
20'
20'
50'
25'
25' 20' 5' 20'
5'
20'
91'
45'
26'
45'
26'
26' SEE SHEET 5 OF 9
"B" MATCHLINE "B" PROJECT ID: HERMOSA BEACH LOCATION: UNDERGROUND SERVICE ALERT

C A L L
B

E F O R E Y
O U
D I G !Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG EXCAVATION PLAN SHEET 6 OF 9 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: [email protected] HHS CONGRUEX ©

A COMPANY
0SCALE: 1"= 30' 30' 60' CROWN CASTLE CITY OF HERMOSA BEACH AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. NEW POLE(S)000000 LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X

X CENTERLINE FENCE
EFO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SSSDT SANITARY SEWER STORM DRAIN WATER

W CATV GAS GAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P
# #" ###' CONDUIT COUNT DISTANCE CONDUIT SIZE P

V ANCHORS RISER POLE
R HHVP PROPOSED TRENCH PROPOSED JOINT TRENCH PROPOSED BORE UNDERGOUND SCOPE OF WORK NEW HAND HOLE TRENCH FT. JOINT TRENCH FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL 5 000 1588' R E V I S I O N S NO. DATE D E S C R I P T I O N S 4 2" 6' TRENCH
2 2" 8' TRENCH
SEE SHEET 7 OF 9
"C" MATCHLINE "C"

LONG FELLOW AVE
FOC

C/L FOC
ROW
ROW
FOC
C/L
FOC
ROW
ROW
GUTTER

SIDEWALK
GUTTER
GUTTER
GUTTER

SIDEWALK
GUTTER

SIDEWALK
FOC
C/L
FOC
ROW
ROW
34TH PL
33RD ST
FOC

C/L ROW FOC
ROW
FOC

FOC ROW
ROW
ROW
2 2" 372' JOINT TRENCH
2 2" 61' TRENCH
LONG
AVE
FELLOW

SIDEWALK GUTTER

SIDEWALK

PARKWAY
PARKWAY CONDUIT CURVE DATA ANGLE RADIUS LENGTH 90 5' 8' 90 5' 8' 48 5' 4' 48 5' 4' KEY NOTES: 7. PLACE 24"X36" CROWN CASTLE FIBER PULLBOX (JENSEN PRECAST TRAFFIC RATED VAULT, MODEL# HT2436) 6' BEHIND CURB FACE IN CONCRETE STREET. STA: 55+94 (SEE PULLBOX DETAIL IN SHEET 3 OF 9) 8. REMOVE AND REPLACE 147 SQ. FT. OF CONCRETE STREET" SHALL BE PER CITY STANDARDS" 11. SEE DETAIL ON SHEET 9 OF 9.

HERMOSA AVE
HERMOSA AVE HERMOSA BEACH GREEN WICH VILLAGE HERMOSA BEACH GREENWICH VILLAGE, HERMOSA BEACH, CA 90254 NOTE: QUANTITIES PROVIDED ARE ESTIMATED. REMOVAL AND REPLACEMENT OF ALL EXISTING CONCRETE AND ASPHALT SURFACES SHALL BE PER CITY STANDARDS. CONTRACTOR RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES. NOTE: CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS WITH PROPOSED SINGLE TRENCH LOCATIONS. 295' 1883'

CONCRETE PAVEMENT

CONCRETE PAVEMENT

E
E
E
E
E
E
E
E
40'
20'
20' 8'
12'
8'
40'
20'
20'
5'
15' 15'
5' 11
45'
4'
9 10
R5'
R5'
45'
4'
4'
2'
47'
HH
R5'
R5' R5'
64' 45'
15'
20'
26'
37'
26' PROJECT ID: HERMOSA BEACH LOCATION: UNDERGROUND SERVICE ALERT

C A L L
B

E F O R E Y
O U
D I G !Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG EXCAVATION PLAN SHEET 7 OF 9 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: [email protected] HHS CONGRUEX ©

A COMPANY
0SCALE: 1"= 30' 30' 60' CROWN CASTLE CITY OF HERMOSA BEACH AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. NEW POLE(S)000000 LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X

X CENTERLINE FENCE
EFO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SSSDT SANITARY SEWER STORM DRAIN WATER

W CATV GAS GAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P
# #" ###' CONDUIT COUNT DISTANCE CONDUIT SIZE P

V ANCHORS RISER POLE
R HHVP PROPOSED TRENCH PROPOSED JOINT TRENCH PROPOSED BORE UNDERGOUND SCOPE OF WORK NEW HAND HOLE TRENCH FT. JOINT TRENCH FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL 5 000 1588' R E V I S I O N S NO. DATE D E S C R I P T I O N S KEY NOTES: 9. PLACE 24"X36" CROWN CASTLE FIBER PULLBOX (JENSEN PRECAST TRAFFIC RATED VAULT, MODEL# HT2436 15' BEHIND CURB IN CONCRETE STREET. STA: 50+47 (SEE PULLBOX DETAIL IN SHEET 3 OF 9) 10. REMOVE AND REPLACE 545 SQ FT OF CONCRETE STREET " SHALL BE PER CITY STANDARDS" 11. SEE DETAIL ON SHEET 9 OF 9 SEE SHEET 6 OF 9
"C" MATCHLINE "C"
2 2" 22' TRENCH
2 2" 49' TRENCH
2 2" 75' JOINT TRENCH
FOC

C/L FOC
ROW
ROW 34TH ST
35TH ST
FOC

C/L FOC
ROW
ROW
FOC

C/L ROW FOC
ROW
FOC

ROW FOC

ROW THE STRAND
FOC
C/L
FOC
ROW
ROW
GUTTER

SIDEWALK
GUTTER

SIDEWALK
GUTTER

SIDEWALK

SIDEWALK

PARKWAY

PARKWAY

SIDEWALK

SIDEWALK
HERMOSA AVECONDUIT CURVE DATA ANGLE RADIUS LENGTH 90 5' 8' 90 5' 8' 35 5' 3' 35 5' 3' 22 5' 2' 22 5' 2' (PEDESTRIAN PATH)
(PEDESTRIAN PATH) HERMOSA BEACH GREEN WICH VILLAGE HERMOSA BEACH GREENWICH VILLAGE, HERMOSA BEACH, CA 90254 GUTTER NOTE: QUANTITIES PROVIDED ARE ESTIMATED. REMOVAL AND REPLACEMENT OF ALL EXISTING CONCRETE AND ASPHALT SURFACES SHALL BE PER CITY STANDARDS. CONTRACTOR RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES. NOTE: CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS WITH PROPOSED SINGLE TRENCH LOCATIONS. 295' 1883'

CONCRETE PAVEMENT

CONCRETE PAVEMENT

E E E E E E E E 80' V 3' 22' 24' R5' E 10' 3' V 7' 17' 5' R5' R5' T T T T E E E E E HH 4' 8' 57'37' 12' R5' R5' 2' 1'E E E E PROJECT ID: HERMOSA BEACH LOCATION: UNDERGROUND SERVICE ALERT C A L L B E F O R E Y O U D I G !Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG SHEET 8 OF 9 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: [email protected] HHS CONGRUEX© A COMPANY CROWN CASTLE CITY OF HERMOSA BEACH AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. NEW POLE(S) 000000 LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X X CENTERLINE FENCE EFO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SSSDT SANITARY SEWER STORM DRAIN WATER W CATV GAS GAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P # #" ###' CONDUIT COUNT DISTANCE CONDUIT SIZE PV ANCHORS RISER POLE R HHVP PROPOSED TRENCH PROPOSED JOINT TRENCH PROPOSED BORE UNDERGOUND SCOPE OF WORK NEW HAND HOLE TRENCH FT. JOINT TRENCH FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL 5000 1588' R E V I S I O N S NO. DATE D E S C R I P T I O N S DETAIL "A-A" NTS DETAIL "B-B" NTS DETAIL "C-C" NTS MEDIAN C/L C/L CURB SIDEWALKCURB SIDEWALK GUTTER ROW ROW ROW SIDEWALK GUTTER HERMOSA BEACH GREENWICH VILLAGE, HERMOSA BEACH, CA 90254 295' 1883' Page 3212 of 3438 E E E E E E E HH 12' 37' 6' R5' R5' 7 T T E 4' 47' HHR5' 64' 45' 15' PROJECT ID: HERMOSA BEACH LOCATION: UNDERGROUND SERVICE ALERT C A L L B E F O R E Y O U D I G !Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG SHEET 9 OF 9 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: [email protected] HHS CONGRUEX© A COMPANY CROWN CASTLE CITY OF HERMOSA BEACH AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. NEW POLE(S) 000000 LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X X CENTERLINE FENCE EFO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SSSDT SANITARY SEWER STORM DRAIN WATER W CATV GAS GAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P # #" ###' CONDUIT COUNT DISTANCE CONDUIT SIZE PV ANCHORS RISER POLE R HHVP PROPOSED TRENCH PROPOSED JOINT TRENCH PROPOSED BORE UNDERGOUND SCOPE OF WORK NEW HAND HOLE TRENCH FT. JOINT TRENCH FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL 5000 1588' R E V I S I O N S NO. DATE D E S C R I P T I O N S DETAIL "D-D" NTS DETAIL "E-E" NTS ROW SIDEWALK GUTTER ROWSIDEWALK GUTTER HERMOSA BEACH GREENWICH VILLAGE, HERMOSA BEACH, CA 90254 295' 1883' Page 3213 of 3438 SP-1
CIP NO. 114

GREENWICH VILLAGE NORTH

UNDERGROUND UTILITIES ASSESSMENT DISTRICT
VI. SPECIAL PROVISIONS
The following Special Provisions supplement and amend the 2021 Standard Specifications for Public Works Construction (SSPWC). These Special Provisions have been arranged into a format and sequence that parallels the SSPWC.

SP-2

TABLE OF CONTENTS
PART 1 – GENERAL PROVISIONS ......................................................................................................... 6 PREFACE: STANDARD SPECIFICATIONS AND STANDARD DRAWINGS ............................. 6 SECTION 1 – GENERAL ...................................................................................................................... 6 1-2 TERMS AND DEFINITIONS ...................................................................................... 6 SECTION 2 – SCOPE OF THE WORK .............................................................................................. 6 2-1 WORK TO BE DONE ................................................................................................... 6

2.1.1 PLANS AND SPECIFICATIONS ................................................................................ 6 2-2 PERMITS ....................................................................................................................... 7 2-5 THE CONTRACTOR’S EQUIPMENT AND FACILITIES .................................... 8 2-5.4 HAUL ROUTES............................................................................................................. 8 2-5.5 CONTRACTOR'S RESPONSIBILITY FOR WORK ............................................... 8 2-5.6 NOTICE AND SERVICE THEREOF ......................................................................... 8 2-5.7 WARRANTY OF TITLE .............................................................................................. 9 2-6 CHANGES REQUESTED BY THE CONTRACTOR .............................................. 9 2-7 CHANGES INITIATED BY THE AGENCY ............................................................. 10 2-7.1.1 CONSTRUCTION CHANGE DIRECTIVE ............................................................... 10 2-7.1.2 INCREASES OF MORE THAN 25% ......................................................................... 10 2-7.1.3 DECREASES OF MORE THAN 25% ....................................................................... 10 2-8 EXTRA WORK ............................................................................................................. 11 2-11 RETENTION OF IMPERFECT WORK .................................................................... 11 SECTION 3 – CONTROL OF THE WORK ....................................................................................... 11 3-5 INSPECTION ................................................................................................................. 11 3-6 THE CONTRACTOR’S REPRESENTATIVE .......................................................... 12 3-7 CONTRACT DOCUMENTS ........................................................................................ 12 3-7.2 PRECEDENCE OF THE CONTRACT DOCUMENTS ........................................... 12 3-8 SUBMITTALS ............................................................................................................... 13 3-8.1 GENERAL ...................................................................................................................... 13 3-12 WORK SITE MAINTENANCE ................................................................................... 14 3-12.6.2 BEST MANAGEMENT PRACTICES (BMPS) ......................................................... 14 3-12.6.4 DEWATERING ............................................................................................................. 15 3-13 COMPLETION, ACCEPTANCE, AND WARRANTY ............................................. 16 3-13.4 COMPLETION AND ACCEPTANCE ....................................................................... 16 SECTION 4 – CONTROL OF MATERIALS ...................................................................................... 17 4-1 GENERAL ...................................................................................................................... 17 4-1.1 PROPERTY RIGHTS IN MATERIALS .................................................................... 17 4-1.2 PROTECTION OF WORK AND MATERIALS ....................................................... 17 SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES ................................................... 17 5-3 LABOR ........................................................................................................................... 17 5-3.6 LAWS .............................................................................................................................. 17 5-4 INSURANCE .................................................................................................................. 18 5-7 SAFETY .......................................................................................................................... 19 5-7.9 EMERGENCY PROVISIONS ..................................................................................... 19 5-8 LAWS TO BE OBSERVED .......................................................................................... 19 5-8.1 LAWS AND REGULATIONS ...................................................................................... 19 5-8.2 GENERAL ...................................................................................................................... 20 5-8.3 EIGHT-HOUR LAW ..................................................................................................... 20

SP-3
5-8.4 PREVAILING RATE OF PER DIEM WAGES ......................................................... 20 5-8.5 CERTIFIED PAYROLL ............................................................................................... 21 5-9 FAIR EMPLOYMENT PRACTICE COMMISSION CERTIFICATION .............. 21 SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK .............................................. 21 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK ..... 21 6-1.1 CONSTRUCTION SCHEDULE .................................................................................. 21 6-1.2 COMMENCEMENT OF THE WORK ....................................................................... 22 6-1.2.1 PRE-CONSTRUCTION CONFERENCE ................................................................... 24 6-2 PROSECUTION OF THE WORK .............................................................................. 25 6-2.1 WEEKLY PROGRESS MEETINGS........................................................................... 25 6-4 DELAYS AND EXTENSIONS OF TIME ................................................................... 25 6-4.3 PAYMENT FOR DELAYS ........................................................................................... 25 6-9 LIQUIDATED DAMAGES .......................................................................................... 26 SECTION 7 – MEASUREMENT AND PAYMENT ........................................................................... 26 7-2 LUMP SUM WORK ...................................................................................................... 26 7-3 PAYMENT ..................................................................................................................... 26 7-3.2 PARTIAL AND FINAL PAYMENT ........................................................................... 26 7-3.4 MOBILZATION ............................................................................................................ 26 7-3.9 WORK PERFORMED WITHOUT DIRECT PAYMENT ....................................... 28 7-4.2 BASIS FOR ESTABLISHING COSTS ....................................................................... 28 7-4.2.1 LABOR ........................................................................................................................... 28 7-4.3 MARKUP........................................................................................................................ 29 7-4.3.1 WORK BY THE CONTRACTOR ............................................................................... 29 7-4.3.2 WORK BY A SUBCONTRACTOR ............................................................................ 29 7-6 BID ITEM DESCRIPTIONS ........................................................................................ 29 SECTION 8 - SPECIFIC CONDITIONS ............................................................................................ 33 8-1 PROCORE SOFTWARE .............................................................................................. 33 8-2 SPECIAL INSTRUCTIONS ......................................................................................... 33 8-2.1 PROJECT DESCRIPTION .......................................................................................... 33 8-2.2 WORK TO BE DONE ................................................................................................... 34 8-2.3 SURVEYING.................................................................................................................. 34 8-2.4 UTILITIES ..................................................................................................................... 35 8-2.5 COORDINATION WITH UTILITY COMPANIES .................................................. 36 8-2.6 SEQUENCE OF WORK ............................................................................................... 37 8-2.7 WORK HOURS ............................................................................................................. 37 8-2.8 NOTIFICATION OF RESIDENTS ............................................................................. 37 8-2.9 RECORD DRAWINGS ................................................................................................. 37 8-2.10 HOUSEKEEPING REQUIREMENTS ....................................................................... 37 8-2.11 TRAFFIC CONTROL ................................................................................................... 38 PART 2 – CONSTRUCTION MATERIALS ............................................................................................. 41 SECTION 200 ROCK MATERIALS..................................................................................................... 41 200-2 UNTREATED BASE MATERIALS ............................................................................ 41 200-2.1 GENERAL ...................................................................................................................... 41 SECTION 201 CONCRETE, MORTAR, AND RELATED MATERIALS ....................................... 41 201-1 PORTLAND CEMENT CONCRETE ......................................................................... 41 201-1.1 GENERAL ...................................................................................................................... 41 202-1 BRICK ............................................................................................................................ 41

SP-4
202-1.1 GENERAL ...................................................................................................................... 41 203-6 ASPHALT CONCRETE ............................................................................................... 42 203-6.1 GENERAL ...................................................................................................................... 42 PART 3 – CONSTRUCTION METHODS ................................................................................................. 40 SECTION 300 EARTHWORK .............................................................................................................. 43 300-1 CLEARING AND GRUBBING .................................................................................... 43 300-1.1 GENERAL ...................................................................................................................... 43 SECTION 301 SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT OF BASE MATERIALS ...................................................................................................... 43 301-1 SUBGRADE PREPARATION ..................................................................................... 43 301-1.1 GENERAL ...................................................................................................................... 43 301-1.7 PAYMENT ..................................................................................................................... 43 SECTION 303 CONCRETE AND MASONRY CONSTRUCTION .................................................. 44 303-4 MASONRY CONSTRUCITON ................................................................................... 44 303-4.2 BRICK MASONRY ....................................................................................................... 44 303-4.2.4 MEASUREMENT AND PAYMENT ........................................................................... 44 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS ................................... 44 303-5.1 REQUIREMENTS ......................................................................................................... 44 303-5.1.1 GENERAL ...................................................................................................................... 44 303-5.1.4 CURBS, GUTTERS ....................................................................................................... 44 303-5.1.5 WALK ............................................................................................................................. 45 303-5.1.6 ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS ..................... 45 303-5.1.7 DETECTABLE WARNING SURFACE ..................................................................... 46 303-5.1.7.1 QUALITY ASSURANCE .............................................................................................. 47 303-5.1.7.2 SITE CONDITIONS ...................................................................................................... 48 303-5.1.7.3 INSTALLATION PROCEDURE ................................................................................. 48 303-5.9 MEASUREMENT AND PAYMENT ........................................................................... 49 SECTION 306 OPEN TRENCH CONDUIT CONSTRUCTION ....................................................... 49 306-1.1 PIPE LAYING ............................................................................................................... 49 306-3 TRENCH EXCAVATION ............................................................................................ 50 306-3.1 GENERAL ...................................................................................................................... 50 306-3.1.1 TRENCH ECAVATION AND SUBGRADE .............................................................. 50 306-14 MEASUREMENT .......................................................................................................... 53 306-15 PAYMENT ..................................................................................................................... 53 SECTION 314 TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS ..................................................................................................................... 53 314-1 GENERAL ...................................................................................................................... 53 314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS ................................................................................................................... 53 314-2.1 GENERAL ...................................................................................................................... 53 314-2.3 PAYMENT ..................................................................................................................... 53 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS ................................................................................................................... 54 314-4.1 GENERAL
314-4.4.6 PAYMENT ..................................................................................................................... 54

SP-5
SECTION 315 PULLBOXES, HANDHOLES, UTILITY BOXES, VAULTS, AND COMPONENTS ......................................................................................................................................... 54 315-1 GENERAL ...................................................................................................................... 54 PART 4 – EXISTING IMPROVEMENTS ................................................................................................. 55 SECTION 400 PROTECTION AND RESTORATION ....................................................................... 55 400-4 TREES ............................................................................................................................ 55 400-5 SIGN POST .................................................................................................................... 55 SECTION 401 REMOVAL ..................................................................................................................... 55 401-3 CONCRETE AND MASONRY IMPROVEMENTS ................................................. 55 401-3.4 PARKWAY CONCRETE AND BRICK ..................................................................... 55 SECTION 403 MANHOLE ADJUSTMENT AND RECONSTRUCTION ....................................... 56 403-1 GENERAL ...................................................................................................................... 56 403-3 MANHOLES IN ASPHALT CONCRETE PAVEMENT .......................................... 56 404-4 MEASUREMENT .......................................................................................................... 56 403-5 PAYMENT ..................................................................................................................... 56 PART 6 – TEMPORARY TRAFFIC CONTROL ..................................................................................... 58 SECTION 600 ACCESS .......................................................................................................................... 58 600-1 GENERAL ...................................................................................................................... 58 SECTION 601 TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES .............................................................................. 59 601-1 GENERAL ...................................................................................................................... 59 601-3.5 SIGNS AND SIGNAGE ................................................................................................ 60 601-3.5.1 GENERAL ...................................................................................................................... 60 601-3.5.2 PAYMENT ..................................................................................................................... 60 601-3.6 CHANNELIZING DEVICES ....................................................................................... 61 601-3.6.1 GENERAL ...................................................................................................................... 61 601-7 PAYMENT ..................................................................................................................... 61 EXHIBIT “A” SCHEDULE OF PERFORMANCE ............................................................................. 62 EXHIBIT "B” SOLID WASTE REPORTING..................................................................................... 63 EXHIBIT "C” CONSTRUCTION NOTICE TEMPLATE ................................................................. 65 EXHIBIT "D” TRUCK ROUTES .......................................................................................................... 66

SP-6
PART 1 – GENERAL PROVISIONS
PREFACE: STANDARD SPECIFICATIONS AND STANDARD DRAWINGS
The Standard Specifications for Public Works Construction (SSPWC), written and promulgated by the Southern Chapter of the American Public Works Association and the Southern California Districts of the Associated General Contractors of California, shall be the Standard Specifications of the City. All work shall conform to the edition indicated in this document and in the Bid Proposal documents, including supplements, of the SSPWC, these Special Provisions which supplement or modify the SSWPC, the Standard Plans for Public Works Construction (SPPWC) of the same edition as the SSPWC, and the Standard Drawings as issued by the City available at the time bids are opened unless otherwise specified in the Contract Documents.

The above-mentioned Standard Specifications, Special Provisions, and Standard Drawings are hereby made a part of the Contract Documents.

SECTION 1 – GENERAL
1-2 TERMS AND DEFINITIONS.

Whenever the following terms are used in the SSPWC, they shall be understood to mean and refer to the following:
a) Board – The City Council of the City of Hermosa Beach b) Contract Documents – Documents including but not limited to the proposal forms, Special Provisions, Bonds, Insurance, Contract, and all Addenda setting forth any modifications to the documents.
c) Engineer – The Director of Public Works/City Engineer or their authorized representative d) Bidder – An individual, co-partnership, association, or corporation submitting a proposal for the work contemplated, acting directly or through a duly authorized representative. e) Legal Address of Contractor – The address given on the Contractor’s Bid and is hereby designated as the place to which all notices, letters or other communications to the Contractor shall be mailed or delivered.

SECTION 2 – SCOPE OF THE WORK
2-1 WORK TO BE DONE
Add the following subsection:
2-1.1 Plans and Specifications
The included plans have been prepared by the three utility companies (Southern California Edison Company (SCE), Frontier, and Crown Castle). The intent of the project is to use a joint trench to place electrical and telecommunication lines in the ground within the public right-of-way and easements as shown on the plans.