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HomeMy WebLinkAboutAGMT - Damon Construction (Concrete Repair) I Thil‘rf 5 �, ,e,,��uau� c�yrr J? b, Public Works3:Contract e h,tirA�, p � ° � "'" "` CONCRETE REPAIR PROJECT, FY 96 -97 PROJECT #675 For CONCRETE REPAIR PROJECT, FY 9 6-97 PROJECT #675, 'n the City of Seal Beach. THIS AGREEMENT, made and entered into thir ' day of 199_,2 by and between the City of Seal Beach, California, hereinafter referred to as the "CITY, by of the First Part, and DAMON CONST. CO. hereinafter designated as the "CONTRACTOR," Party of the Second Part. • WITNESSETH: That the Parties do hereto mutually agree as follows: ARTICLE I. For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by said CITY, the CONTRACTOR agrees with said CITY to CONCRETE REPAIR • PROJECT, FY 96 -97 PROJECT #675, and to perform and complete in a good and workmanlike manner all the work pertaining thereto shown on the drawings and described in the Specifications and Contract '. Documents, therefore, to fumish at his own proper cost and expense all tools, equipment, labor and materials necessary therefore (except those materials expressly noted as to be fumished by the CITY), and to do everything required by this Agreement and the said Specifications, Drawings, and Contract Documents. . ARTICLE II. For furnishing all said materials and labor, fumishing and removing all plant, temporary works or • structures, tools and equipment and doing all the work contemplated and embraced in this Agreement, also . for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the work until its acceptance by said CITY, and for all risks of every description connected with the work; also for all expenses . incurred by or in consequence of the suspension or discontinuance of work; except such as in the said Specifications are expressly stipulated to be bome by the said CITY and faithfully completing the work and the whole thereof, in the manner shown and described in the said Drawings, Specifications, and Contract Documents and in accordance with the requirements of the Engineer, said CITY will pay and the CONTRACTOR shall receive in full compensation, therefore, the unit prices and the lump sum prices named in the Schedule of Work Items of the Proposal. ARTICLE III. The CITY hereby promises and agrees with said CONTRACTOR to employ and does hereby . employ said CONTRACTOR to provide the materials and to do the work according to the terms and conditions herein contained and referred to for the price aforesaid, and hereby contracts to pay the same, at . the time, in the manner and upon the conditions set forth in the Specifications and Contract Documents, and . the said parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained. ARTICLE IV. The advertisement for Bids, the Proposal, the Specifications, and the Drawings mentioned • therein, and all addenda issued by the CITY with respect to the foregoing prior to the opening of bids, are hereby incorporated in and made a part of this Agreement. ARTICLE V. The statement of prevailing wages appearing in the General Prevailing Wage Rates is hereby . specifically referred to and by this reference is made a part of this contract. It is further expressly agreed by . and between the parties hereto that should there be any conflid between the terms of this instrument and the . bid of proposal of said CONTRACTOR, then this instrument shall control and nothing herein shall be . considered as an acceptance of the said terms of said proposal conflicting herewith. ARTICLE VI. By my signature hereunder, as CONTRACTOR, I certify that I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's • compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. CONTRACTOR TO SUBMIT UPON AWARD: D-2 . CONCRETE REPAIR PROJECT, FY 9647 PROJECT 9676 1 . ' - -- -- - - - ---' – ' - -- " - -- - -- - -- - -- --- - — 4.1", • • IN WITNESS WHEREOF: The Parties hereto have caused this contract to be executed the day and year first above written. CITY OF S L BEACH, CALIFORNIA Party oft Fl art BY K �J City Manager O ST: �� • DAMON CONST. CO. l a r y Clerk BY • e•' CONT `R - Party of the Second Part PRESIDENT Title 455 CARSON PLAZA DR., UNIT F Address CARSON, CA 90746 -3216 CONTRACTOR TO SUBMIT UPON AWARD: D•3 CONCRETE REPAIR PROJECT, FY 96-97 PROJECT #675 r „-, CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT No. 5907 (rllllJl!!1!!!l!!l ! l!!/ 'IJllll!!!!!!!JllJlJJlJ!!. ' /ll..JlJJ.IJJ!!!llllll, Nt k State of California County of Los Angeles On June 18, 1997 before me, Thelma Barillas, Notary Public , DATE NAME, TITLE OF OFFICER • E.G., "JANE DOE, NOTARY PUBLIC' personally appeared Margaret Ann Rollo , NAME(S) OF SIEMENS) 1 ❑ personally known to me - OR - © proved to me on the basis of satisfactory evidence ti to be the person(s) whose name(ea) is /ere subscribed to the within instrument and ac- knowledged to me that .e /she /they executed A the same in he /her /Weir authorized capacity(iers), and that by his/her /khest. signature(s) on the instrument the person(s), S or the entity upon behalf of which the ' = THELMABARILLAS 0 persons) acted, executed the instrument. ` ft .. ° "� s : COMM- # 1055420 = Q "; �_� 'trtt NOTARY PUBLIC • CALIFORNIA k k I e ., I LOS ANGELES COUNTY WITNESS my hand and official seal. . m Comm Expires Apr. 25 1999 '' A SIGNATURE OF NOTARY 11 1 OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER N TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR 1 ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OFPERSON(S) OR ENIITY(IES) h SIGNER(S) OTHER THAN NAMED ABOVE - j 01993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309 -7184 ii • • INDEMNIFICATION AND HOLD HARMLESS AGREEMENT AND WAIVER OF SUBROGATION AND CONTRIBUTION CONCRETE REPAIR PROJECT,FY 96-97 PROJECT#675 Indemnitor(s) (list at names): DAMON CONST. CO. I To the fullest extent permitted by law, Indemnitor hereby agrees, at its sole cost and expense, to defend, protect, indemnify, and hold harmless the City of Seal Beach_ and its elected officials, officers, attorneys, agents, employees, volunteers, successors, and assigns (collectively indemnitees') from and against any and all damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, expenses, judgments, penalties, liens, and losses of any nature whatsoever, including fees of . accountants, attorneys, or other professionals and all costs associated therewith (collectively "Liabilities'), arising or claimed to arise, directly or Indirectly, out of,in connection with, resulting from, or related to any act, failure to act, error, or omission of Indemnitor or any of its officers, agents, servants, employees, subcontractors, materialmen, suppliers or their officers, agents, servants or employees, arising or claimed to arise, directly or indirectly, out of, in connection with, resulting from, or related to the above-referenced contract, agreement, license, or permit (the 'Agreement') or the performance or failure to perform any tern, provision, covenant, or condition of the Agreement, including this indemnity provision. This indemnity provision Is effective regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees and shall operate to fully indemnify Indemnitees against any such negligence. This indemnity provision shall survive the termination of the Agreement and is in addition to any other rights or remedies which Indemnitees may have under the law. Payment is not required as a condition precedent to an Indemnitee's right to recover under this indemnity provision, and an entry of judgment against an Indemnitee shall be conclusive in favor of the Indemnitee's right to recover under this indemnity provision. Indemnitor shall pay Indemnitees for any attomeys fees and costs incurred in enforcing this indemnification provision. Notwithstanding the foregoing, nothing in this instrument shall be construed to encompass (a) Indemnitees' sole negligence or willful misconduct to the limited extent that the underlying Agreement is subject to Civil Code § 2782(a) or (b) the contracting public agency's active negligence to the limited extent that the underlying Agreement Is subject to Civil Code § 2782(b). This indemnity is effective without reference to the existence or applicability of any insurance coverages which may have been required under the Agreement or any additional insured endorsements which may extend to Indemnitees.lndemnitor, on behalf of itself and,all parties claiming under or,through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed by or on behalf of the Indemnitor regardless of any prior, concurrent, or subsequent active or passive negligence by the Indemnitees. In the event there is more than one person or entity named in the Agreement as an Indemnitor, then all obligations, liablilities, covenants and conditions under this Instrument shall be Joint and several. 'Indemnitor" Name DAMON CONST. CO. Name: By: By: Its �r'ETARY/TREASURER Its CONTRACTOR TO SUBMIT UPON AWARD:D-8 CONCRETE REPAIR PROJECT,FY 96.67 PROJECT 9676 • • • AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW REQUIREMENTS 1`'.` [Labor Code §§ 1720, 1773.8, 1775, 1776, 1777.5, 1813, 1860, 1861, 3700] The undersigned Contractor certifies that it is aware of and hereby agrees to fully comply with the following provisions of California law: 1. Contractor acknowledges that this contract is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding public agency ('Agency') and agrees to be bound by all the provisions thereof as though set forth in full herein. 2. Contractor agrees to comply with the provisions of California Labor Code Section 1773.8 which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law. 3. Contractor agrees to comply with the provisions of California Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the Agency, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by Contractor or by any subcontractor. 4. Contractor agrees to comply with the provisions of California Labor Code Section 1776 which i:.':•.".: require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the Agency of the '. location of the records.The Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors. 5. Contractor agrees to comply with the provisions of California Labor Code Section 1777.5 ,;' concerning the employment of apprentices on public works projects, and further agrees that Contractor is responsible for compliance with Section 1777.5 by itself and all of its subcontractors. E ry 6. Contractor agrees to comply with the provisions of California Labor Code Section 1813 0 : concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the liri , Agency, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by the K. Contractor or by any subcontractor for each calendar day during which such worker is required or ? k; permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in "J'' violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code. Fs"rrz 'i 7. Califomia Labor Code Sections 1860 and 3700 provide that every contra6tor will be required to u ;: secure the payment of compensation to its employees. In accordance with the provisions of California .' Labor Code Section 1861, Contractor hereby certifies as follows: 'I am aware of the provisions of Section 3700 of the Labor Code which require every '-+ "I employer to be insured against liability for worker's compensation or to undertake self-insurance in "`"" accordance with the provisions of that code, and I will comply with such provisions before commencing :6- ; the performance of the work of this contract' •i.?R, 4;. ti. Date 6-16-97 Signature fa.• C}"^.s- 4. W ,.; MARL ANN RULLO, PRESIDENT ', ± CONTRACTOR TO SUBMIT UPON AWARD:D9 CONCRETE REPAIR PROJECT,FY 96-97 PROJECT#676 :65 •4 , • STATEMENT ACKNOWLEDGING PENAL AND CIVIL PENALTIES CONCERNING THE CONTRACTORS' LICENSING LAWS [Business& Professions Code § 7028.15] [Public Contract Code § 20103.5] I,the undersigned, certify that I am aware of the following provisions of California law and that I, or the entity on whose behalf this certification is given, hold a currently valid California contractor's license as set forth below: Business 8 Professions Code§ 7028.15: (a) It is a misdemeanor for any person to submit a bid to a public agency in order to engage in the business or act in the capacity of a contractor within this state without having a license therefor, except in any of the following cases: • (1) The person is particularly exempted from this chapter. • (2) The bid is submitted on a state project governed by Section 10164 of the Public Contract Code or on any local agency project governed by Section 20104 [now §20103.5] of the Public Contract Code. (b) If a person has been previously convicted of the offense described in this section, the court shall impose a fine of 20 percent of the price of the contract under which the unlicensed person performed contracting work, or four thousand five hundred dollars ($4,500), whichever is greater, or imprisonment in the county jail for not less than 10 days nor more than six months, or both. In the event the person performing the contracting work has agreed to furnish materials and • labor on an hourly basis, 'the price of the contract" for the purposes of this subdivision means the aggregate sum of the cost of materials and labor furnished and the cost of completing the work to be performed. (c) This section shall not apply to a joint venture license, as required by Section 7029.1. However, at the time of making a bid as a joint venture, each person submitting the bid shall be subject to this • section with respect to his or her individual licensure. • (d) This section shall not affect the right or ability of a licensed architect, land surveyor, or registered professional engineer to form joint ventures with licensed contractors to render services within the scope of their respective practices. (e) Unless one of the foregoing exceptions applies, a bid submitted to a public agency by a contractor who is not licensed in accordance with this chapter shall be considered non-responsive and shall be rejected by the public agency. Unless one of the foregoing exceptions applies, a local public agency shall, before awarding a contract or issuing a purchase order, verify that the contractor was property licensed when r.'. the contractor submitted the bid. Notwithstanding any other provision of law, unless one of the foregoing exceptions applies, the registrar may issue a citation to any public officer or employee of a public entity who knowingly awards a contract or issues a purchase order to a contractor who is not licensed pursuant to this chapter. The amount of civil penalties, appeal, and finality of such citations shall be subject to Sections 7028.7 to 7028.13, inclusive. Any contract awarded to, or any purchase order issued to, a contractor who is not licensed pursuant to this chapter is void. (f) Any compliance or noncompliance with subdivision (e) of this section, as added by Chapter 863 of the Statutes of 1989, shall not invalidate any contract or bid awarded by a public agency during which time that subdivision was in effect. (g) A public employee or officer shall not be subject to a citation pursuant to this section if the j. public employee, officer, or employing agency made an inquiry to the board for the purposes of verifying the s CONTRACTOR TO SUBMIT UPON AWARD:D-10 CONCRETE REPAIR PROJECT,FY 96-97 PROJECT 9676 • 1 license status of any person or contractor and the board failed to respond to the inquiry within three business days. For purposes of this section, a telephone response by the board shall be deemed sufficient. Public Contract Code§201015: In all contracts subject to this part where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with the laws of this state. However, at the time the contract is awarded, the contractor shall be properly licensed in accordance with the laws of this state. The first payment for work or material under any contract shall not be made unless and until the Registrar of Contractors verifies to the agency that the records of the Contractors' State License Board indicate that the contractor was properly licensed at the time the contract was awarded. Any bidder or contractor not so licensed shall be subject to all legal penalties imposed by law, including, but not limited to, any appropriate disciplinary action by the Contractors' State License Board. The agency shall include a statement to that effect in the standard form of prequalification questionnaire and financial statement. Failure of the bidder to obtain proper and adequate licensing for an award of a contract shall constitute a failure to execute the contract and shall result in the forfeiture of the security of the bidder. I License no.: 280588 Class: A Expiration date: 4-30-98 Date JUNE 16; , 1997 Signature ' V u-Ca I MAR SA ANN RULLO, PRESIDENT • • I I p I 1 p I I CONTRACTOR TO SUBMIT UPON AWARD:011 CONCRETE REPAIR PROJECT,FY 96-97 PROJECT 11676 N 7t4-dEcd— Cv>2Zta cj 9 1111..,hc i)t-C4 Ccctb s lnu-fte;r AI:ha/be P 4) fli cL pt s[a'iYeF 0(0 oot 9rl iof l�1 City of Seal Beach Addendum No. 2 Addendum No. 1 to Notice Inviting Bids under Contract Documents: CONCRETE REPAIR PROJECT, FY 96-97 PROJECT #675 To all prospective Bidders under Contract Documents: CONCRETE REPAIR PROJECT, FY 96-97 PROJECT #675 for which Bids are to be received by the City of Seal Beach, California, at the office of the City Clerk, in City Hall, 211 8th Street, Seal Beach CA 90740 at 11:00 AM Tuesday, June 3, 1997. The following changes have been made to the Notice Inviting Bids: "BIDS MUST BE RECEIVED BY: 11:00 AM, TUESDAY, JUNE 3, 1997 BIDS TO BE OPENED BY: 11:00 AM, TUESDAY, JUNE 3, 1997" By order of the City of Seal Beach, e o •ublic Works D-te c: Project File 675 DD Jerome Ruddins 4-1/ i ns — �► r N + _ tel r_ Bend No. 111 4161 6810 EXECUTED IN FOUR (4) Counterparts PREMIUM: $2,040.00 PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS that: wHercAo the City of Seal Bee .h, low awarded D� ONST. CO. _ 455 Carson Plaza Drive Unit F _. Carson, CA 9 /46 (Name and address of Contractor) (`Principal''), a contract (the •Contract'} for the work described as follows: C ONCRETE REPAIR FY96 -97 WHEREAS, Principal is required under the terms of the Contract to famish a bond for the faithful performance of the Contract, NOW, THEREFORE, we, the undersigned Principal, and AMERICAN AUTOMOBILE INSURANCE C0u'. 1 ► : ... : 4 - 600 dale CA 91203 (Name and address of Surety) ("Surety") a duly admitted surety insurer under the laws of the State of California as Surety, are held and firmly bound unto the Public Agency In the penal sum of ONE HUNDRED EIGH F THOUSAND FOUR HUNDRED THIRTY.ONE AND 32/100s • Dottars (S► 185 , 431.32 ), this amount being not Tess than the total contract price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, If the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, shall In all things stand to and abide by, and well and truly keep and perform all the undertakings, terms, covenants, conditions and agreements in the Contract and any alteration thereof made as therein provided, on the Prindpai's part to be kept and performed, ail within the time and in the manner therein specified, and in all respects according to their true Intent and meaning. and shall indemnify and hold harmless the Public Agency, its officers, agents, and others as therein provided, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect. In case suit is brought upon this bond, Surety further agrees to pay all court costs and reasonable attorneys' fees In an amount fixed by the court. FURTHER, the Surety, for value received, hereby stipulates and agrees that no change, extension of time. alteration, addition or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall In any way affect its obligations under this bond, and It does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2845 and 2849. The City is the principal beneficiary of this bond and has all rights of a party hereto. IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set CONTRACTOR TO SUOMIT t1PON AWARD: D CONCRETE REPAIR PROJECT. FY Stet PROJECT t 7S JUN- 1 ;3 -9T WED 9 : 23 P @T forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. Dated: June 18, 1997 "Principal' "S DAMON CONST. CO. AME; CAN AUTOMOBILE INSURANCE COMPANY / �. C ,sue Aloft / i ���� i 7 BY '' / i By lA /.%%1 �, , its / It Attorney act - By: By: its w Its Ir (Seal) (Seal) Note: This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney -in -fact must be attached. • CONTRACTOR TO SUBMIT WON AWARD: 0.5 CONCRETE REPAIR PROJECT, FY 9647 PROJECT 9676 . �- . CALIFORNIA ALL- PURPOIIICKNOWLEDGMENT • No. 5907 ' relllllllulll./l./✓ 1. llllll l,/ fll�ll./,/ llJllJlllJ.. ,.rlJ./lll,/ll�././l,llllf./'; State of California « \ \ �,,, "' • k County of Los Angeles l` On June 18, 1997 before me, Thelma Barillas, Notary Public DATE NAME, TITLE OF OFFICER . E.G., - JANE DOE, NOTARY PUBLIC g personally appeared Margaret Ann Rullo and J. Robert Rullo P llk 1 NAME(S) OF SIGNERS) 11 ❑ personally known to me - OR - In proved to me on the basis of satisfactory evidence \ to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that the /they executed the same in hiss e'r /their authorized 1 • capacity(ies), and that by IlgsAbler /their signature(s) on the instrument the person(s), N or the entity upon behalf of which the .0 '• • THELMA BARILLAS person(s) acted, executed the instrument. cc (... ^ COMM. #1055420 = l l a '� - �. ".✓ ,9; NOTARY PUBLIC • CALIFORNIA A ` 1 I �` ` LOS ANGELES COUNTY 1 WITNESS my hand and official seal. 0 1 1 _ M y Comm. Expires Apr. 25, 1999 l G /d62- SIGNATURE OF NOTARY 0 1 1 1 OPTIONAL 1 , ti Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent N fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT i ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT o TITLE(S) ❑ PARTNER(S) ❑ LIMITED • ❑ GENERAL ❑ ATTORNEY -IN -FACT NUMBER OF PAGES ❑ GUARDEAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT 0 N � SIGNER IS REPRESENTING: ll NAME OF PERSONS) OR ENTITY(IES) k SIGNER(S) OTHER THAN NAMED ABOVE l V. Ill/ lll./ lf/ ll�' lll/ llrl./ ./l�/lr�./1./f�l.Ctlfl// ✓/�fll� /l/l/�l�Jftlll�l/111J 01993 NATIONAL NOTARY ASSOCIATION • 8236 Rommel Ave., P.O. Box 7184 • Canoga Park, CA 91309 -7184 • • -i • ! CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT No.5907 C4flllll �l lllllllllllllJllllllllll ll�lllllf 0 State of California County of Orange 0 On 6/18/97 before me, Margareta T. Hierl, Nnrary Pithlir DATE NAME, TITLE OF OFFICER - E.G ,'JANE DOE, NOTARY PUBLIC l personally appeared Martha J. Chase l' NAME(S) OF SIGNER(S) l' tttt ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence o to be the person(s) whose name(s) is /are g 0 subscribed to the within instrument and ac- $ knowledged to me that he /she /they executed 0 the same in his /her /their authorized 8 capacity(ies), and that by his /her /their 8 _ 11 �'..... , MARGARETA T. MERL IF signature(s) on the instrument the person(s), o „ , , 4: co „:I,f. #10 +..,03 or the entity upon behalf of which the k 2 NOT •^?' V:.:?"-=':11:0 ' OR ANGE COUNTY ° person(s) acted, executed the instrument. 1 f MY COMMISSION EXPIRES DEC. 9, 1998 I { WITNESS my hand and official seal. 0 0 __..1'4_ / . 0 1 SIGNATURE OF NOTARY 0 0 OPTIONAL 0 Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. 0 CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT 0 ❑ INDIVIDUAL 0 El CORPORATE OFFICER 0 TITLE OR TYPE OF DOCUMENT S 1 TITLE(S) 0 k El PARTNER(S) El LIMITED 1 111 GENERAL 0 0 © ATTORNEY -IN -FACT NUMBER OF PAGES ❑ TRUSTEE(S) 0 ❑ GUARDIAN /CONSERVATOR 0 El OTHER: 0 - DATE OF DOCUMENT � 0 $ SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) t l 11 `11 SIGNER(S) OTHER THAN NAMED ABOVE 11 � l l l lll � llllllll. �Il� lllll /llllflllllllll / /llllllll. / ll�llll�lllllllllllllllllllJ ©1993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309 -7184 .�rENEI2AL • POWER TI�ORNEY AMERICAN AUTOMOBILE INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That AMERICAN AUTOMOBILE INSURANCE COMPANY, a Corporation duly organized and existing under the laws of the State of Missouri, and having its principal office in the County of Marin, State of California, has made, constituted and appointed, and does by these presents make, constitute and appoint ��Ge�RF - -- MARTHA J. CHASE - -- its true lt pp dd IhCViti �� 77ee nect- in -Fact, with full power and authority hereby conferred in its name, place and stead, to execute, seal, acknowledge and deliver any and all bonds, undertaking, recognizances or other written obligations in the nature thereof and to bind the Corporation thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Corporation and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. This power of attorney is granted pursuant to Article VII, Sections 45 and 46 of By -laws of AMERICAN AUTOMOBILE INSURANCE COMPANY now in full force and effect. "Artide VII. Appointment and Authority of Resident Secretaries, Attorney -in -Fact and Agents to accept Legal Process and Make Appearances. Section 45. Appointment. The Chairman of the Board of Directors, the President, any Vice - President or any other person authorized by the Board of Directors, the Chairman of the Board of Directors, the President or any Vice - President may, from time to time, appoint Resident Assistant Secretaries and Attorneys -in -Fact to represent and act for and on behalf of the Corporation and Agents to accept legal process and make appearances for and on behalf of the Corporation. Section 46. Authority. The authority of such Resident Assistant Secretaries, Attorneys -in -Fact and Agents shall be as prescribed in the instrument evidencing their appointment. Any such appointment and all authority granted thereby may be revoked at any time by the Board of Directors or by any person empowered to make such appointment." This power of attorney is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of AMERICAN AUTOMOBILE INSURANCE COMPANY at a meeting duly called and held on the 31st day of July, 1984, and said Resolution has not been amended or repealed: "RESOLVED, that the signature of any Vice - President, Assistant Secretary, and Resident Assistant Secretary of this Corporation, and the seal of this Corporation may be affixed or printed on any power of attorney, on any revocation of any power of attorney, or on any certificate relating thereto, by facsimile, and any power of attorney, any revocation of any power of attorney, or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Corporation:' IN WITNESS WHEREOF, AMERICAN AUTOMOBILE INSURANCE COMPANY has caused these presents to be signed by its Vice - President, and its corporate seal to be hereunto affixed this 6 t h day of June , 19 9 6 4 " •t. AMERICAN AUTOMOBILE INSURANCE COMPANY SEAL i- By c i l***" Vice-President STATE OF CALIFORNIA ss. COUNTY OF MARIN On this 6 t h .T 1t , 9 6 , M. A. Mallonee day of personally came n p 19 before me to me known, who, being by me duly sworn, did depose and say: that he is Vice - President of AMERICAN AUTOMOBILE INSURANCE COMPANY, the Corporation described in and which executed the above instrument; that he knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Corporation and that he signed his name thereto by like order. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year herein first above written. A. KRIEGER D `i , 4/ 0 7_.� �_gs A. COMM .#1 0451 1 2 ppyy Notary Public it LL !.,,w44'; {r NN . NOTARY PUBLIC - CALIFORNIA NARIN COUNTY ,S My Corm) Egares Mar 20. 1999 ' CERTIFICATE STATE OF CALIFORNIA ss. COUNTY OF MARIN I, the undersigned, Resident Assistant Secretary of AMERICAN AUTOMOBILE INSURANCE COMPANY, a MISSOURI Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore that Article VII, Sections 45 and 46 of the By -laws of the Corporatica, and the Resolution of the Board of Directors; set forth in the Power of Attorney, are now in force. Signed and sealed at the County of N...rin. Dated the 18th d o f June , 19 97 ddF gEAL ;s q p � Ap out 's • Resident Assistant Secretary 360711 -AA -3-95 JUN — 1 e— 4 37 WED 9: 2 4 p. 4313 !• �: • • BOND NO. 111 4161 6810 EXECUTED IN FOUR (4) Counterparts PREMIUM: Included PAYMENT BOND (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS that; WHEREAS the City of Seal Beach, has awarded to DAMON CONST. CO. Z55 Carson Plaza rive Carson, CA 90 (Name and address of Contractor) ("Principal', a contract (the "Contract') for the work described as follows: CONCRETE REPAIR FY96 -97 WHEREAS, Principal Is required under the terrns of the Contract and the Califomia Civil Code to secure the payment of claims of laborers, mechanics, meterlalmen, and other persons as provided by law. NOW, THEREFORE, we, the undersigned Principal, and AMERICAN AUTOMOBILE INSURANCE COMPANY _55(1 N. Brnnd_Blvd. Suite 600, Glendale, CA 91203 (Name and address of Surety) ( "Surety") a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the Public Agency in the penal sum of ONE HUNDRED EIGHTY FIVE THOUSAND FOUR HUNDRED THIRTY ONE AND 32/100s , Dollars ($ 185, 31.32 ), this amount being not Tess than fin fty percent (05 %) of the total contract price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION 1S SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, or subcontractors shall fait to pay any of the persons named in Section 3181 of the California Civil Code, or any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed under the Contract, the Surety will pay for the same in an amount not exceeding the penal sum specified in this bond: otherwise, this obligation 'shall become null and void. This bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon the bond. In case suit is brought upon this bond, Surety further agrees to pay all court costs and reasonable attorneys' fees in an amount fixed by the court. FURTHER, the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration. addition or modification to the terms of the Contract. or of the work to be performed thereunder, or the specifications for the same, shall In any way affect its obligations under this bond, and It does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the spedfications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2845 and 2849. CONTRACTOR TO SUBMIT UPON AWARD: 0.6 CONCRETE REPAIR PROJECT, P1f MT PROJECT #676 JUN - 1 0- 9 7 WED 9: 2 4 R.09 • IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. Dated: June 18, 1997 • •Principal" "Surety" DAMON CONST. CO. AMERIC'■ AUTOMOBILE INSURANCE COMPANY �_.. . AI" . By /Ti►.. g %� /�— Its IIII St9L.�jrrIresiNs Attorne - , - ct By: rleNo..s.ck.....÷G By: AM Its a PrIenext DEd.rt Its (Seal) (Seal) • Note: This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney -In -fact must be attached. • • • CONTRACTOR TO SUBMIT UPON AWARD: D.7 CONCRETE REPAIR PROJECT, FY 16.91 PROJEcT ors , . CALIFORNIA ALL- PURPOMICKNOWLEDGMENT • N0 5907 (er/ll„I i J./ 1 .. llll lJ./J llllJJ./ll l!llllllJlJ.,/ll./lJJ./l././W -, ./'J- /�ll./�Jtll- /f./lJ1J' � St ate of California • County of Los Angeles J une 18, 1997 k On before me, Thelma Barillas, Notary Public DATE NAME, TITLE OF OFFICER • E.G., VANE DOE, NOTARY PUBLIC personally appeared Margaret Ann Rullo and J. Robert Rullo i l \ NAME(S) OF SIGNER(S) ` \ ❑ personally known to me - OR - © proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) i$/are i subscribed to the within instrument and ac- knowledged to me that heshe /they executed the same in his,ee /their authorized ti capacity(ies), and that by lfis bw /their signature(s) on the instrument the person(s), " " �• TH BMWs the entity upon behalf of which the l � CC 1-.0 ;!�e� ` ::., s� = ° = - COMM. #1055420 1 person(s) acted, executed the instrument. 1 - vc r; NOTARY PUBLIC • CALIFORNIA t I °. ? LOS ANGELES COUNTY I t\ : A9y Comm Expires Apr. 25,1999 ` WITNESS my hand and official seal. , P r et-ktaJ 1 6aA-;-aaa,d l (� SIGNATURE OF NOTARY \ 1 ' 1 OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent N fraudulent reattachment of this form. 1 CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER / TITLE OR TYPE OF DOCUMENT 1 TITLE(S) l E=1 PARTNER(S) ❑ LIMITED ti ❑ GENERAL ❑ ATTORNEY -IN -FACT NUMBER OF PAGES t \ ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) l SIGNER(S) OTHER THAN NAMED ABOVE ■ \ f ll././ fll llflll,/ l.! lJ Jl ./ 111 ./l./,/Jf1l��1�JJ,tlf././. -�/ 01993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309 -7184 - .. 1 • • . . - CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT No.5907 s! J!! �ltfl lf/ lfl flllll fl lllll ll.l llllfllJ llll!!llllflllf 1 State of California g 0 County of Orange 8 o On 6 before me, Margareta T. Hierl, Nnt-ary P,ih1in , DATE NAME, TITLE OF OFFICER - E.G •'JANE DOE. NOTARY PUBUC personally appeared Martha J. Chase 0 NAME(S) OF SIGNER(S) 0 ® personally known to me - OR - LI proved to me on the basis of satisfactory evidence g to be the person(s) whose name(s) is /are o subscribed to the within instrument and ac- 8 knowledged to me that he /she /they executed 8 1 the same in his /her /their authorized 8 capacity(ies), and that by his /her /their 8 . MARGARETA T. H1ERL II. signature(s) on the instrument the person(s), o I -� k i- • coml. >o +:1o3 or the entity upon behalf of which the r �r ' NJ .R'r 1 UBLIC•CALIFORIIIA l 3 ORANGE COUNTY .) person(s) acted, executed the instrument. l \\ 11 MY COMMISSION EXPIRES DEC -'s 1 . 9, 1 998 l 0 WITNESS my hand and official seal. 0 — "i r i * 3.eil7 .7 a SIGNATURE OF NOTARY OPTIONAL 0 Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. 0 CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT 0 111 INDIVIDUAL ❑ CORPORATE OFFICER 0 TITLE OR TYPE OF DOCUMENT 0 TITLE(S) El PARTNER(S) a LIMITED 0 GENERAL 0 0 © ATTOR -IN -FACT NUMBER OF PAGES 0 11 TRUSTEE(S) ❑ GUARDIAN /CONSERVATOR ❑ OTHER: 0 0 - DATE OF DOCUMENT l 0 SIGNER IS REPRESENTING: 0 1 NAME OF PERSON(S) OR ENTITY(IES) 11 0 SIGNER(S) OTHER THAN NAMED ABOVE 1 ✓L � 1Jl. �lll�l. /YlJllfrllllfl�ll �1Jlllllllllllllllllllflf ©1993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309 -7184 t,GENERAL • • POWER OF, ATTOPNEY AMERICAN AUTOMOBILE INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS:That AMERICAN AUTOMOBILE INSURANCE COMPANY,a Corporation duly organized and existing under the laws of the State of Missouri,and having its principal office in the County of Marin,State of California, has made,constituted and appointed,and does by these presents make,constitute and appoint pp��CC��nt�pp1��11pp ((�pp --- MARTHA J . CHASE --- its true2ddMapR lf.1IOtne9tsf-in-Fact,withfull power and authority hereby conferred in its name,place and stead,to execute,seal,acknowledge and deliver any and all bonds,undertaking,recognizances or other written obligations in the nature thereof and to bind the Corporation thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Corporation and duly attested by its Secretary,hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do in the premises. This power of attorney is granted pursuant to Article VII,Sections 45 and 46 of By-laws of AMERICAN AUTOMOBILE INSURANCE COMPANY now in full force and effect. "Article VII.Appointment and Authority of Resident Secretaries,Attorney-in-Fact and Agents to accept Legal Process and Make Appearances. Section 45.Appointment. The Chairman of the Board of Directors, the President, any Vice-President or any other person authorized by the Board of Directors,the Chairman of the Board of Directors,the President or any Vice-President may,from time to time,appoint Resident Assistant Secretaries and Attorneys-in-Fact to represent and act for and on behalf of the Corporation and Agents to accept legal process and make appearances for and on behalf of the Corporation. Section 46.Authority.The authority of such Resident Assistant Secretaries,Attorneys-in-Fact and Agents shall be as prescribed in the instrument evidencing their appointment.Any such appointment and all authority granted thereby maybe revoked at any time by the Board of Directors or by any person empowered to make such appointment:' _ This power of attorney is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of AMERICAN AUTOMOBILE INSURANCE COMPANY at a meeting duly called and held on the 31st day of July, 1984, and said Resolution has not been amended or repealed: "RESOLVED, that the signature of any Vice-President, Assistant Secretary, and Resident Assistant Secretary of this Corporation, and the seal of this Corporation may be affixed or printed on any power of attorney,on any revocation of any power of attorney,or on any certificate relating thereto,by facsimile, and any power of attorney,any revocation of any power of attorney,or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Corporation:' IN WITNESS WHEREOF, AMERICAN AUTOMOBILE INSURANCE COMPANY has caused these presents to be signed by its Vice-President, and its corporate seal to be hereunto affixed this 6th day of June 19 9 6 .'o•p Lt '6r s AMERICAN AUTOMOBILE INSURANCE COMPANY (E:5E^L tProident ' STATE OF CALIFORNIA j ss. COUNTY OF MARIN On this Ath day of Tune 19 96 before me personally came M.A. Mallonee to me known,who,being by me duly sworn,did depose and say:that he is Vice-President of AMERICAN AUTOMOBILE INSURANCE COMPANY,the Corporation described in and which executed the above instrument;that he knows the seal of said Corporation;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said Corporation and that he signed his name thereto by like order. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal,the day and year herein first above written. A. KRIEGER 0 itt COMM.%I 045112 d ` NOTARY PUBLIC-CALIFORNIA D n 7 Notary Public MARIN COUNTY O • MyC°"n E.yros Mar.20,1929 -I CERTIFICATE STATE OF CALIFORNIA } ss. COUNTY OF MARIN 1, I, the undersigned, Resident Assistant Secretary of AMERICAN AUTOMOBILE INSURANCE COMPANY, a MISSOURI Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked;and furthermore that Article VII,Sections 45 and 46 of the By-laws of the Ccrporat_-a,and the Resolution of the Board of Directors;set forth in the Power of Attorney,are now in force. Signed and sealed at the County of 11/....rid:Dated the 18th day of June 19 97 . ia'sc^Lifil C'44# //f Resident Assistant Secretary� 360711-AA-3-95 • SFAC' (.;�. • F @dAl City of Seal Beach Addendum No. 3 Addendum No. 3 to Notice Inviting Bids under Contract Documents: CONCRETE REPAIR PROJECT, FY 96-97 PROJECT #675 To all prospective Bidders under Contract Documents: CONCRETE REPAIR PROJECT, FY 96-97 PROJECT #675 for which Bids are to be received by the City of Seal Beach, California, at the office of the City Clerk, in City Hall, 211 8`h Street, Seal Beach CA 90740 at 11:00 AM Tuesday, June 3, 1997. The following changes have been made to the Bid Sheets: "Revised Bid Sheets including said changes are attached hereto and are hereby made a part of this Addendum No. 3. Said revised Bid sheets shall be used in place of the previous ones in submitting the Bid." The following changes have been made to the Appendix: "The Concrete Information List, Access Ramp Locations, APWA Standards 110-1, 111-2, 112-1, 120-1, 121-1, 122-1, 123-1, 130-1, 132-1 are attached hereto and are hereby made a part of this Addendum No. 3." The following additions have been made to the General and Special Provisions: "203.30 GRINDING: The Contractor shall grind the areas listed in the Concrete Information List. For Curb and Gutter locations, the Contractor shall grind as directed by the Director of Public Works so proper drainage is restored at the flow line. For Sidewalk location, the Contractor shall grind down the uplifted surface to achieve a smooth flush and level surface. Measurement and payment for this item will be made on a per location basis. The unit price for grinding shall include full compensation for furnishing all materials, labor, tools, equipment, and incidentals required to complete the work in accordance with these contract documents. 203.31 CONCRETE INFORMATION LIST AND ACCESS RAMP LOCATIONS: For informational purposes, attached to this addendum is a Concrete Information List and Access Ramp Locations. The Contractor • • F shall visit each location. These locations will be discussed at the pre- construction conference to determine the approved area of work list. The Contractor shall use the provided list to make the initial 'Order of Work • Locations' as specified in Section 203.13 of these provisions at the pre- construction conference. 203.32 APWA STANDARDS: All work must conform to standards attached in this Addendum. No additional compensation will be allowed for meeting all the requirements of the attached standards. order . t - ity of St..I Beach, 92/9 -) Director o is orks Date Cc: Project File 675 DD Jerome Ruddins Bidder's List Don Allen Jim Cornwell i' • • BID SHEET BIDDERS NAME PROJECT IDENTIFICATION NO BID DATE In compliance with the Notice Inviting Sealed Bids,the undersigned hereby agrees to enter into a contract to furnish all labor, materials and supplies for. CONCRETE REPAIR PROJECT, FY 96-97 PROJECT 11675 in accordance with the Specifications, Plans other Contract Documents which are on file in the office of the City Engineer of the CITY OF SEAL BEACH, to the satisfaction and under the direction of the Director of Public Works, at the following prices: CONTRACTOR TO SUBMIT WITH 81D•2 CONCRETE REPAIR PROJECT.FY 9697 PROJECT 675 • • UNIT PRICE IN EXTENDED Nb. QUANTITY. �'[€M DESCRIPTION .11VORDS t1NITPRICE AMOtNT 1 13359 SF PCC Sidewalk $ - 2 20750 SF Access Ramps $ - Stamped PCC 3 50 SF Sidewalk $ - 4 150 IF Curb(Type(A1-6) $ - Existing Uplifted Concrete Parkway 5 100 SF Removal $ - 6 1 EA Tree Removal $ - 7 5 EA Grinding (per location) $ - Clear and Grub (Rossmoor Center 8 • 1 LS Way) $ - PCC Pavement 9A 83 SF Replacement 6" PCC Drive Walk 9 374 SF Approach $ - Curb&Gutter(Type 10 250 LF (A2-6) $ - SUB TOTAL OF BID ITEMS IN WORDS AND NUMBERS FIVE PERCENT FIXED ALLOWANCE FOR MOBILIZATION GRAND TOTAL IN WORDS AND NUMBERS $ - CONTRACTOR TO SUBMIT WITH BID-3 CONCRETE REPAIR PROJECT,FY 96-97 PROJECT 675 • 0 g if, 0a U N 8 m N N + u c s C � [ ° N O to c N N fa U < m o U r co a N N N E of ui o) N N C c0 . 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'.. ...•• • f• / - j., ft.r.f`d::, ..... , ..,.. ., M•b i I •• -JI•J1•Ltz . �� •• al THE CITY OF REAL REACH •r••. ■ IYLV 1, 1l N J or et . . . 1 : ` - 4 . cress R Lp Lots+;cam .../ti et VW • : .. �tpthy t? - 4.N) ^' iii,' /seal, w♦ _!axis e e - 1 •:♦ • ►^ h . J • A. �O s. 44 a Y' • v n F 3• �r ►« W b . Y.i a 3'n On-.'.F z . r 'W .40 IV' W+ • •Iii Y as MDtae ►Y. 4. NY / 4Pe % 113e'_ oats ► y r Yo It 7Y] n s.Vl< 0,', �L•• a : 3!J{s n.BPS C Q v• r_ v.> -�♦ + ?J�'a 3.1 ' 7N.'11I36 m w/� J '6 • Jt .i� ffLL''< M0 4„ > > :11; �v: • ►�h Ut • ii45 O ► z J 6. O ♦ \ •r, i O O ♦ tC Y7/16 9 a 3 70'1 c . 1, , �O y + . O� � 4 00 is., c: � » og 1 " • s� « Q a P • C I F (jai yO ► .. r •l 4 N. B6 O(/\���JC c � V a. W L • \ di . O J E . . i W tF I O ig,-«.; i - - I — • • • q Ili •r •• .�.�t ACCess ai olr.: [4y �F' R(.�Me 6/V] AYY2 9131 LoccA ort In b•• H . 3 UY6011Nnt E., 4117 61041 11 41 3.6=1JA13 n 6/.D inir041Y,1 L So • • ''11 3306/044,1 'r. e'D 1/ 11Nt. . CJC..3•n • z o . i-fl 5 11 l - • .1 OonnloO Y:• •iS+]n1 AS r,Fw]nJ 4. Z O y O • - ° v b!C Pl✓•p AO > °, a _F • k. " a y 16pn.,1•0 2 i et Z. Q U .L 3A10•r101 f .J o r- Q z YID YSAG1D V. N u i p . In, _ O - o b4 ND•.•NN•. 0) •2.0 • 'r. zo 2 O - Q•W z .S Vr..3N;9 0 J Qm '6 Q J Br O W -.I N 0 • J Oro >•. Q > > 2 '�. Li • / II . . . .t . . r .._..1 • T I N N 5 1 • :► 4 • - Ob /nag AVen as, W new LL O r 'O6/ ••••Hi.••! • •A,1I�Y S�1 J ,L. ?in CbOGL0M�1�•6/ >f o �� o.].e ; 4 F et 0• 1166 0 of .0 1!11116 +�n. • a O — — .—;131k-1 .-1_r-,°f�"i2"-1 r--� �� ..,. d ___ _ I • i Access RCA w,pS 1-0 C-"1, °ns I a 4 W /ill CD , , i OAK 0C.E •LOOSTLL. : • ; 4 REM '0A D4glrDUfM / - VA, PA. • t I Tt. E° I OA1MOf'0 OJ v . 44q 6 ,? _ �•. to: P� c P> c r0 y.) G k c� ' A`e et, = OIti v 0:C:DE'.TA: DA 7. 7 '0 40� ` tott elliA____—"-----------... ," ft. oF• F _EOW DY Fw-1Y \ . CARDEN 'ROVE !p � - °�' `'`�' ` F O i I c•' -P•OCUNE DR�'R 0 e 0� .....,.. ... L #: \ •,.e. .7 4,k4 . 4 ...‘.4. 1 40 F•!'\ ��tt \\_./ 4. i - 4%. lz, wo „, . "%I, so F Cg0 • </k /lik Q. T ,' *t. 000 - II 0 A t 1200 mm GRADE BREAKS 1200 mm (4') MIN _ a re (4') MIN Y K O Y STIR IR I m 225 mm (1") CF X I A-i I X .1 SECTION A— A TYPE A CURB FACE, mm X, mm Y, mm 150 (6") or less 900 (3'-0") 1200 (4'-0") 175 (7") 1050 (3'-6") 1425 (4'-9") A 200 (8") 1200 (4'-0") 1700 (5'-8") "• 225 (9") 1350 (4'-6") 1950 (6'-6") 1200 mm' 250 (10") 1500 (5'-0") 2175 (7'-3") (4') MIN GRADE BREAKS 275 (11") 1650 (5'-6") 2400 (8'-0") 300 (12") or more 1800 (6'-0") 2625 (8'-9„) Y NOTES: 1. RESIDENTIAL DRIVEWAYS SHALL BE 100 mm X I W i I X I (4") THICK PCC. A 2. COMMERCIAL DRIVEWAYS SHALL BE 150 mm (6") THICK PCC. TYPE B 3. WEAKENED PLANE JOINTS SHALL BE INSTALLED AT BOTH SIDE OF A DRIVEWAY AND AT APPROXIMATELY 3000 mm (10') INTERVALS. 4. CURB FOR TYPE C DRIVEWAY SHALL BE INTEGRAL AND MATCH ADJACENT INTEGRAL CURB A CONSTRUCTION. 5. REFER TO LOCAL DEVELOPMENT REGULATIONS 1200 mm FOR AMERICANS WITH DISABILITIES ACCESS (4') MIN GRADE BREAK REQUIREMENTS AND MAXIMUM PERMITTED DRIVEWAY WIDTHS. Y 1I I T `` 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL MIIIIIIIII VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE AA I Ai —II I METRIC VALUES. IF ENGLISH UNITS ARE f USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. TYPE C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED WORKS TANDARE DRIVEWAY APPROACHES STANDARD PLAN PUBLIC GR ENBOO STANDARDS INC. METRIC GREENBOOK COMMITTEE 110 - 1 pB1 REV 1998 ,USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF7 • AOREli TRANSITION E E 4:1 ra F F xi % S2 T ci c'Z 'S N ( i. N Ar--."""--"\ SEE NOTE 2 a It et to a. CURB FACE CURB F X 1200. m _ I X _I SEE TABLES 1 AND 2 x FOR X AND Z VALUES AORB i SEE TABLE 1 N TYPE 1 AORB■•11111 le z...1 4..L-1 T R " R E E x 2 H <O O N N m STR. GR. Y < SEE NOTE 2� Ig `11 a HI �I n x K / na n to.M CURB FACE CURB I X I 1200(4,'m I X 1 x OR XAA D Z VALUES TABLES AORB � n SEE TABLE 1 TYPE 2 CASE A AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE STANDARD METRIC PLAN PUBLIC WORKS STANDARDS INC. CURB RAMP 111 - 2 GREENSOOK COMMITTEE . 1992 REV.1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF10 PARKWAY BCR , • 2% MAX. __. �\ 1 " SEE TABLES 1- AND 2 FOR X AND Z VALUES 1 STR. GR V, 1200 mm (4) {r P 900 mm (3') MIN aft df t =20 / + y T 11 F < It �l? J N ` < SIR. GR. _j,` IX-1. a PIA EAG * 0 r `C t Cl?. .- — \CURB FACE CUR: P yt�cv TYPE 3 MIEN PLANTING AREA IS ADJACENT TO THE CURB RAMP. SEE CASE A (TYPE 6) IPARKWAY 2% MAX. 7 Q' 1) SEE TABLES 1 AND 2 FOR X AND Z VALUES ti 041, STR. GR. \C) BCR P ` \C NOTE 5 E .. <1 1200 mm ({' ,/ 3 STR. GR. 9 0 mm M 0 (3) YSt N PUNTING ,,4 AEA \�_ y� CURB FACE CURB + `�, g0 I` WHEN PLANTING AREA IS V 0V ' 0 ADJACENT TO THE CURB RAMP. 1-,0" SEE CASE A (TYPE 6) TYPE 4 CASE A AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC • .- . CURB RAMP . 111 - 2• SHEET2OF 10 �. .._ • • • SIDEWALK V 0 1200 mm 4') 900 mm (3') MIN` A OR Be Il tn Z 2 m I 11400 mm (8') MAXI 12400 mm (8') MAXI I R 8.33x < 8.337. R < !I \ MAX. .I MAX. i 1 S AN SEE NOTE 2� (N nl 3 1 1 1 a a KI --SEE N/LANtNC PLANNG AREA n< AREA f On2 CURB FACE1 / 1200 mm 1200 mm 1 00 mm CURB I (4') I (4') I�(4') A OR B . SEE TABLE 1 FOR SEE TABLE 1 Z VALUE x I K N TYPE 5 IPARKWAY 2% MAX. K ' SEE NOTE 2 tosk :70 SIDEWALK 1200 mm 4') R p 900 mm (3' MIN\ 1200 mm (4' SCR I900 mm (3') MIN fill � Ve>I SEE NOTE 2 ( • A I_ I r 2 '+ CURB FACE CURB •■'V i1 1` L 0 V� SEE TABLE 1 FOR TYPE 6 dkie0 Z VALUE I.4, cif IF PLANTING AREA IS NOT ADJACENT TO ONE FLARE. USE X- PER TABLE 2 FOR THAT FLARE CASE A AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CURB RAMP 111 - 2 SHEET 3 OF 10 r s • Eç C x x x <� : ) a K I �///-SEE NOTE 2 1. g CURB FACE I X I 1200 mm I X CURB (4') I SEE TABLE 2 C�_ +1 ` FOR X VALUE SEE TABLE 1 K N TYPE 1 • PARKWAY 2% MAX. SEE TABLE 2 tip} (SCR FOR X VALUE NOTE 2 4..,7 1 C W SEE\\ 4, to )- 11 NOTE 2 Vle y CC N 6 y CURB FACE CURB G e'‘ 1P TYPE 2 4`` • • CASE B AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CURB RAMP . . 111 - 2 , SHEET 4 OF 10 • • • 5 ` t A SKEW 7T2op -v (41) T 2% — GyF Artir SKEW ANGLE a=45' Y OFFSET b=0 UNLESS OTHERWISE NOTED X GROOVING �OFFSET, b F � G CURB FACE (CF) cS> X SEE TABLE 3 FOR Y VALUE A CASE C • AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC • CURB RAMP 111 - 2 SHEET 5 OF 10 g • • . /SEE DETAIL "A", "B", "C" OR "D" X SEE NOTE 2 71----- -SEE NOTE 3 va Ai a D I jps%10 a _ L I N +N 3 MAX. USE CURB FACE rc SP° POINT A AT POINT A J TO DETERMINE a "yam % V ALUE IN -C TABLE 2 X=1200 mm (4') WHEN ADJACENT TO A 1 PLANTING AREA CURB PA GRADE AS NEEDED CURB FACE (PARKWAY EARTHWORK) TYPE 1 SEE DETAIL "A", "B". "C" OR "D" X SEE NOTE 2 /SEE NOTE 3 `"E D D 1 U EE Ez K !c- H m� 57. MAX. N USE CURB FACE POINT A AT POINT A ;4 XOVAALUE DETERMINE 4 a t 9A 0k TABLE 2 1 CURB FACE CURB TYPE 2 ROUNDED EDGE ALLEY OR ROADWAY X I 15% MAX. EXISTING S/W 8.33X X Al-0 CURB SECTION D—D CASE D AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CURB RAMP 111 - 2 SHEET 6 OF 10 I • • SEE - S 22 MAX. I NOTE 2 ISTR. CR thI T SEE TABLE 1 AND 2 m FOR X AND Z VALUES O AL- 3 E _ 5x MAXd¼ 'E^ MARKED c.. � CROSSWALK S y A OR B Z OR LES x O H ¢w E ( E—. N o Y i1 SEE 9000mm(3') Ice 1 K NOTE 2 MIN PLANTING AREA �I'`Y CURB FACE CURB 1200 mm ©I % 1200 mm (4') SEE WHEN ADJACEN O < NOTE 3 A PLANTING AREA A OR B 2 SEE TABLE 1 N TYPE 1 MARKED CROSSWALK S SE NOTEE2 SEE I/NOTE 3 SEE TABLES 1 AND 2 NT I / Ix FOR X AND Z VALUES 1 _ Z 57G MAX. OR L ' S O ` E I 2S MAX. E MARKED Z-% I n��-/ CROSSWALK m — II H SEE lir x W NOTE 2 1i _w i 2 -V) K SEE- ry 'NOTE 3_ _ CURB FACE CURB I X _11200(4. ) ml X I TYPE 2.. CI I i1 SEE TABLE 1 KI in CASE E MARKED CROSSWALK AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CURB RAMP 111 - 2 SHEET 7 OF 10 Tr- • SEE NOTE 61 � PARKWAY W Y 1200 mm (4') , SEE TABLE 3 900 mm (3) MIN EXISTING I ROUNDED - ROADWAY EDGE AMP Ste- 4 A2-0 CURB AND GUTTER SECTION A—A USE TABLE 1 TO DETERMINE SEE NOTE 6 WHICH OF SECTIONS A—A. B—B W I • PARKWAY ' ' OR C—C IS APPROPRIATE. EXISTING Y ROADWAY ax\_ I ---2% MAX. A2-0 CURB AND GUTTER SECTION B—B DEPRESS BACK 8 . CWALK OR D SEE NOTE 6\ PARKWAY I W ' EXISTING ROUNDED TOP OF __ ROADWAY EDGE RAMP sx ■ • •ii A2-0 CURB AND GUTTER 1 DEPRESS BACK OF WALK SECTION C—C SEE DETAIL C. B . "C" OR D . Z 1200 mm (42 Z 2400 mm (8) 1 2400 mm (B)IMAX MAX DEPRESS BACK OF WALK PCC SIDEWALK • SLOPE AT 8.33% HOWEVER. MAY INCREASE SLOPE IF Z EXCEEDS e• SECTION R—R Z OR LESS 2 1200 mm (4) 1200 mm (4) Z 2400 mm (8) 2400 mm (8') I MAX DEPRESS IE1ACK OF WALK MAX I rI 1— .J J.s '0..-'''''...1). qk '3 4/.1 L PCC SIDEWALK SECTION S—S AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CURB RAMP • • 111 - 2 SHEET 8 OF 10 • PARKWAY WIDTH, m 1.2 1.5 1.8 2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0 v (4') MIN(5') (6') (7') (8') (9') (10') (11') (12') (13') (14') (15') (16') (77') (18') (19') (20') 25 (1" z ., 50 (2" Vic: .gilh.ail 113a1 t I lk_al re l r Illia..1_lIa_ll��_:�11Mkt 4 tke 75 (3 ) , , ,���.w1�ag1m•11n-_-•r--a•�-'••� e,�.P�/ • 100 (4" M�ENWN ��._ FSTAI Ill tirlit ittE IIII I,M ��S E 125 (5" ..- --� - �g � � �. Lil 150 (6" r , lath �1i►_a��a_.►.A��-..1•A.�.�•,��. 0 L� 175 (7" „n�����. _ sr 200 IIII��MMINI�Ii" bi k' i!:eii sii V 225 (9") ,/SI ��� I �I' •i ! r=';i� -J O%��a� ia®a!� lkitli i 2s0 (10" '�• �l „��®®�®���®� !tifa •o • Z 275 (11" ENA ®IIIMIIIIMIN®IIIIMIINIIIIIIIMSI 300 (12" OR MORE "e4 , 'e 'y@� yep 'yam, 'e,, '•e., e 0 '2, jA0 2,0 LEGEND: v�re re) '' re)�'' n) ire) � re)�� r4)9� (3J I)) 1,7 !J3. SECTION A-A ;:_ :: SECTION A-A ® SECTION B-B l''...„I SECTION C-C LANDING = LANDING = 1200 mm (4') 900 mm (3') TABLE 1 — SECTION USAGE & Z VALUES NORMAL X NORMAL SECTION A—A CURB FACE CURB FACE Y 50 mm (2") OR LESS 790 mm (32") 75 mm (3") 1185 mm (47") 100 mm (4") OR LESS 1200 mm (48") 100 mm (4") 1580 mm (63") 125 mm (5") 1500 mm (60") 125 mm (5") 1975 mm (79") 150 mm (6") 1800 mm (72") 150 mm (6") 2370 mm (95") 175 mm (7") 2100 mm (84") 175 mm (7 ) 2765 mm (111") 200 mm (8") 2400 mm (96") 200 mm (8") 3160 mm (126") 225 mm (9") 2700 mm (108") 225 mm (9") 3555 mm (142") 250 mm (10") 3000 mm (120") 250 mm (10") 3950 mm (160") 275 mm (11•) 3300 mm (132") 275 mm (11") 4340 mm (174") 300 mm (12") OR MORE 3600 mm (144") 300 mm (12") OR MORE 4736 mm (190") TABLE 2 TABLE 3 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC • CURB RAMP 111 - 2 ' SHEET 9 OF 10 t • • 300 mm (12') 19 mm T6 mm -I I~p mm GROOVING DETAIL CONSTRUCT FENCE OR HANDRAIL— I 0 U PER PROJECT DRAWINGS �V _ Ism PAVED SURFACE RETAINING CURB` I PAVED SURFACE m (6') DETAIL "A" DETAIL "B" SLOPE UNPAVED SURFACE 150 m UNPAVED SURFACE YAK RETAINING CURB (6') DETAIL "C" DETAIL "D" GENERAL NOTES: 1. CONCRETE SHALL BE EITHER CLASS 310-C-17 (520-C-2500) OR 320-C-17 (560-0-2500) AND SHALL BE 100 mm (4") THICK. 2. THE RAMP SHALL HAVE A 300 mm (12") WIDE BORDER WITH 6 mm (1/4") GROOVES APPROXIMATELY 19 mm (3/4") OC. SEE GROOVING DETAIL. 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE. 4. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND RIGHT OF WAY IS PAVED. 5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND RIGHT OF WAY IS UNPAVED. 6. W = 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN. 7. ANGLE = IN/2 UNLESS OTHERWISE SHOWN ON PLAN. 8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD C PLAN METRI CURB RAMP 111 - 2 SHEET 10 OF 10 f, • • I- > a > 0.> Ow 3 CURB RAMP i ' W Af WP DRIVEWAY_ EXP JT EXP JT BCR w ABBREVIATIONS: WPJ WEAKENED PLANE JOINT BCR BEGINNING OF CURB RETURN WPJ WPJ EXP JT EXPANSION JOINT ECR END OF CURB RETURN NOTES: WPJ 1N.0 . WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, WPJ EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE BCR AND ECR IN CURB, GUTTER AND SIDEWALK, AND AROUND TREE WELL UTILITY POLES LOCATED IN SIDEWALK AREAS. WPJ WPJ 2. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR „rUTILITY POLE INTERVALS NOT EXCEEDING 3000 mm (10') IN WALKS AND 6000 mm (20') IN GUTTERS. JOINTS IN CURB AND WALK EXP JT SHALL BE ALIGNED. WPJ ' 3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDEWALK. EXP JT EXP JT ECR 4. DIMENSIONS SHOWN ON THIS PLAN PROPERTY LINE FOR METRIC AND ENGLISH UNITS A U ARE NOT EXACTLY EQUAL VALUES. m IF METRIC UNITS ARE USED, ALL > > i VALUES USED FOR CONSTRUCTION Y1P� SHALL BE METRIC VALUES. IF tal o ENGLISH UNITS ARE USED, ALL CURB RAMP x o VALUES USED FOR CONSTRUCTION m SHALL BE ENGLISH VALUES. n') I I a x w AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER 1§I TED By CURB AND SIDEWALK JOINTS STANDARD PUN PUBLIC WORKS STANDARDS INC. METRIC WORKS GREENBODK COMMITTEE 112 - 1 1984 REV.1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 tc Lu Z • J v m op E 7 E 150mm 0 E 150 mm v W E v I (6„) - 5 6 :ATTER 3:12 - BATTER 3:12 U U SLOPE 8.3% Er Er o N N up LEVEL A1 -150(6) AND I(S)mm A1-200(8) A2-150(6) AND A2-200(8) W V Z W J a v m J m E 8 E 150 mm W 150 mm 150 mm 8 C U(6") 6 MIN I (6") 20 mm (3/4") R BATTERSLOPE 2.0% U'`` BOTH SIDES2 o tc' i a In of i,,,,,,,,,,,,,, D1 -150(6) AND A3-150(6) AND A3-200(8) (15)mm D1 -200(8) NOTES: •^ N 1. THE LAST NUMBER IN THE DESIGNATION IS C. z THE CURB FACE (CF) HEIGHT, mm (INCHES). E v m #10M x 250 mm ri 2. GUTTER WIDTH, W, IS 600 mm (24") E 150 mm cr C 1000 mm OC UNLESS OTHERWSE SPECIFIED. ,n E I 6 8 out x 10" ® 4' OC) 3. TYPES Al, Al A3 AND Cl SHALL BE 1 E GROUTED IN PLACE CONSTRUCTED FROM PCC. 4. TYPE D1 CURB SHALL BE CONSTRUCTED D lin BATTER 3:12 FROM ASPHALT CONCRETE. V_ 5. TYPE Cl CURB SHALL BE ANCHORED WITH U �(3 20 mm STEEL DOWELS AS SHOWN OR WITH AN (3/4") EPDXY APPROVED BY THE ENGINEER. 753'41W 6. AND EXPOSED CORNERS B ROUNDED PCC CURBS AND GUTTERS SHALL BE ROUNDED WTH A 15 mm (1/2") RADIUS. 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. USE EITHER 01 -150(6) AND 01 -200(8) METRIC OR ENGLISH VALUES, AS REQUIRED, BUT NOT BOTH, EXCEPT THAT ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE STANDARD PLAN PUBLIC WORKS STANDARDS INC. CURB AND GUTTER — BARRIER METRIC GREENBOaccoalTTEE 120 - 1 1984 REV INS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 . _.. r x z • a z • t v J v J E E c, 3' E 150 mm(6") E 150 mm 0 W N I (6") BATTER 8:12 BATTER 8:12 ' u. E._ . O 1) SLOPE 8.3% t E E . N (o N LEVEL 25 mm L B1-150(6) 62-150(6) (1 f z ' 20 mm -' E (3�4") R m E 50mm 150mm 150mrio (6") (6") MIN I (6") BATTER 8:12 BATTER 8:12 I EVEL \BOTH SIDES SLOPE 2.0% (../u1 N10 OE b Pir ,,,,,,,,,,,, 1 �., D2-150(6) 25 B3-150(6) (1 ) le_. NOTES: 1. THE LAST NUMBER IN THE DESIGNATION IS \z _ THE CURB FACE (Cr) HEIGHT, mm (INCHES). - J 10M x 250 mm 2. GUTTER WIDTH, W, IS 600 mm (24 E 0,1 m 0 1000 mm OC UNLESS OTHERWISE SPECIFIED. E r 3. TYPES 81, B2, 83 AND C2 SHALL BE 150 mm v (#4 x 10" ® 4' OC) CONSTRUCTED FROM PCC. iO E r (6") GROUTED IN PLACE 4. TYPE D2 CURB SHALL BE CONSTRUCTED o Iris BATTER 8:12 FROM ASPHALT CONCRETE. to E,.., 5. TYPE C2 CURB SHALL BE ANCHORED WITH u ® E\ STEEL DOWELS AS SHOWN OR WITH AN EPDXY APPROVED BY THE ENGINEER. 6. ALL AND EXPOSED CORNERS ON PCC CURBS 75�3") AND CUTTERS SHALL BE ROUNDED WITH A 15 mm ( RADIUS. 7. DIMENSIONS NS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. USE EITHER METRIC OR ENGLISH VALUES, AS REQUIRED, BUT NOT BOTH, EXCEPT THAT C2-150(6) ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED URB AND GUTTER - MOUNTABLE STANDARD METRIC�" PUBLIC GR WDRKSSTANDARDS INC IOC. DREENSO19 DDAMmEE 121 - 1 REV 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 1. • • STREET SLOPE LESS THAN 4% IN -eN GUTTER TRANSITION GUTTER TRANSITON t, E RIDGE I E {I E S . x FLOW A FLOW LINE O. iD� W STR CR LINE -.4 STR CR W . -FLOW ————! Ii r 4500 mm -8 a Fm X500 mm (15') 2( mm 1200 mm 25 mm (tg•) JG \.�%�{ mm iv �f■ ( •) .8 e m(4'.00 m (I') ¢� G` (5') rev •- 4� (2') (2') PROPERTY UNE m NORNAI.CT m o La ECR 5•) �" ECR in w MNUS 50 mm(2")I� In 5La E VI W '•I U U .:gy m E o (2 E is If FOUR EQUALLY Q� z 2 UTTER W GUTTER g <W• SPACED DOWELS W FOR CONTACT + XP JT EXP J v Fs 00 mm JOINTS-SEE NOTE 4 100 mM (B) TYPICAL CROSS GUTTER PLAN (4') STREET SLOPE LESS THAN 4% LONGITUDINAL GUTTER STREET SLOPE 4% OR GREATER STREET CENTERLINE FLOW LINE Ail FLOW I _lc I \41,/m l aci CURB E L_.ECR ECR— /// NORMAL CF LL PROPERTY �-PROPERTY MINUS 50 mm (2.) UNE I UNE CUTTER [ I.LEVEL I 2D0 mm (6) TYPICAL CROSS GUTTER PLAN SECTION A-A STREET SLOPE -MORE THAN 4% 1800 mm (6') 25 mm 900 mm 900 mm 5 mm 900 mm 900 mm (1T 3 3 1-) (}') E „ (3') CURB E EI+ Ev IL o n E 600 mm o SIX EQUALLY SPACED LEVEL I DOWELS FOR CONTACT 200 mm JOIN75 100 mm (8') (4') SECTION B-B SECTION C-C SECTION D-D AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER ��'°`°"'E°�THE CROSS AND LONGITUDINAL GOITERS STANDARD PLAN PuSuc WORKS STANDARDS INC. METRIC GREENBOOK COMMITTEE 122 - 1 ••1 REV.1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 WEAKENED PLANE JOINT OR OPTIONAL CONTACT JOINT PER NOTES 1,2. AND 3 • WEAKENED PLANE JOINTS - - - - --- - r -PER NOTES 1 AND 2 a /a loat � 4500 mm (151 I 41/4114 g rgI R i -ID W JOINT 14NEEDED(46')OR MORE m�-- rf 1500 mm (5') TYP CROSS GUTTER WEAKENED PLANE JOINTS 500 mm PER NOTES 1 AND 2 (5') TYP GUTTER TYPICAL JOINT PLAN NOTES: 1. WEAKENED PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN HEREON. 2. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 40 mm (1-1/2") DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED. 3. DOWELS FOR CONTACT JOINTS SHALL BE #15M BARS 450 mm LONG (//4 BARS 18" LONG). _ 4. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS CONCRETE ALLEY INTERSECTION. 5. ALL EXPOSED CORNERS ON PCC GUTTERS SHALL BE ROUNDED WITH 15 mm (1/2") RADIUS. 6. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED. 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CROSS AND LONGITUDINAL GUTTERS 122 -1 OF 2 • • H ".1 P. AND CGUTTER —1`F I II I ~� BCR CONC. CURB �+ I1 D r, AND GUTTER I II o I III a a 1500 mm r----I o —� • m ` / 5 A 1 Ell , r D RIDGE �� / E r► ci 4500 mm (15) s......76) a I xis, 900 mm 1 / 7 rFL 1 (3') 1-1/ FLOW 'TOTS mm (3') \N. I WEAKENED PLANE I OR CONTACT JOINT A I PLAN I I r 11 1 4 -J 1600 mm SEE DETAIL A II/ 1I II 25 mm . •. 25 mm / y�L (1 ) E (S) (3') (1�) AND CGUTTER —/ E c t°N n mi. E E ••-• 1500 mm uV m (5) 100 min a 100mm E (4') (4') E -� TOO !A + 15 mm (0.05') SIX EQUALLY SPACED p r MINIMUM PCC DOWELS FOR CONTACT N �J JOINTS/ SECTION A-A E F, '� g :1 I `, A+ 45 mm (0.15') 0, `, FL I EL.A / MINIMUM --_E a�_— ----� Eim I g 1 C. A \ E FF� I 600 mm E E (2) oo n 900 ^) 4 A + 15 mm (0.05') E N 'MINIMUM Illisis 1500 mm CONC. CURB (5') IIII AND GUTTER SECTION B-B DETAIL A AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY TME PUBLIC W ORKS STANDARDS INC. CROSS GUTTER AT T INTERSECTIONS STANDARD PLAN WS METRIC GREENBOOK COAOATREE �� _ 1093 REV.199s USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 • . . • NOTES: 1. WEAKENED-PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 35 mm (1-1/2") DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED. 2. DOWELS FOR CONTACT JOINTS SHALL BE #15M BARS 450 mm LONG (p4 BARS 18" LONG). 3. ALL EXPOSED CORNERS SHALL BE ROUNDED WITH 15 mm (1/2") RADIUS. 4. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED. 5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CROSS GUTTER AT T INTERSECTIONS 123 - 1 SHEET 2 OF 2 • S WA Bf-, \Br-, IW f A I. 8.39.» I S%• I At At C 8.3% 5%• t A / — G Tj 1200 T O � 1200 mm 9� p G R (4') o IDGE� 27. — wo (4) RIDGE �2 I _ cc \ 7 ,n O m R T I \ O ` R 1FLOW LINE LL BC FLOW LINE BC B -' B• • STANDARD APPROACH ANGLED APPROACH 1 SEE NOTE 2 dtg I W, mm 2400 3000 4500 6000 7500 9000 ®00 i - (8') (10') 115') (20') (25') (30') d1, mm 100 125 188 250 313 375 MAX (0.33') (0.42') (0.63') (0.83') (1.04') (1.25') SECTION SECTION MIN" "" So 75 75 75 75 75 (0.17') (0.25') (o.zs') (0.25') (0.25') (0.25') A- A B- B NOTES: 1. FOR CASE A, THE RADIUS OF THE CURB RETURN, R, IS EQUAL TO THE PARKWAY WIDTH. 2. ALLEY INTERSECTION SHALL BE PCC, CLASS 310—C-17 (520—C-2500), 150 mm (6") THICK. CURB SHALL BE INTERGRAL TYPE "A". 3. ASTERISKS, •, SHOW MAXIMUM GRADES. 4. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED WORKS TA STANDARDS ALLEY INTERSECTION STANDARD PLAN VlIBl1C WORKS SCOMMITT S INC. METRIC GREENSOOK 19 COMMITTEE 130 - 1 1pM REV.1995 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 f 'if 4 WitFagirrdW® Aigi, WAWAS0 2 4212 LEGEND I nn I,,,/� ���I.' ����,,,,I -• ... EXCAVATION . F LESS THAN 900 mm ( 1� � I �� AREA OF CONCRETE PAVEMENT EXPANSE TO /0/ TO BE REPLACED EXPANSION JOINT IF,/ SAW CUT AO mm (1-1/2-) DEPT, / 900 (3• mm/ (3)M/ won,/;,�/ � 3 IF LESS THAN = 900 mm (S') REPLACE TO ,a Ala NEAREST JOINT ,�� '•• m IF LESS THAN 900 mm 0. J MIN (S') REPLACE TO b „A�- CONSTRUCTION OR SAWED CONTRACTION o 61"..SZE2I'v72717. AAI,J>FACigj yf i JOINT : gV S flSS S4 iiiiiiiii SAW CUT 2 g ��e,'@ w F������� � SAW CUT .1 E%. PCC TRENCH WIDTH [(CLASS 8 � ,I�d ssigar ,' 4o PAVEMENT PCCO C 2500) Wj W ��IN �3� O5 Sari O E o •a • • ' A • F •Pr a/ u n �z5 o• LI Q '. o r I UV, y==IK ZZ VO� UU u ( (�) m ' -(0)I m ..t- o -, N+ a H S m UNDERCUT EX. PCC A�4 ih ( ') MIN I J (S') MIN C) EX. PAVEMENT PAVEMENT xa BACKFILL J� Om°z WO I SEE NOTES UNDERCUT i' EL PAVEMENT REPLACEMENT SECTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE STANDARD PLAN PUBLIC WMGSTANDARDS NC' CONCRETE PAVEMENT REPLACEMENT METRIC GREENBOOK CO& DTTEE 132 - 1 1990 REV.,wa USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 1 NOTES: - 1. CONCRETE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL FROM THE LOCAL AGENCY EXCEPT FOR EMERGENCY REPAIRS. 2. THE EXTENT OF REPAIR OF CONCRETE CUTS NOT SHOWN ON THIS STANDARD OR OF CUTS MADE WITHIN 900 mm (3') OF EXISTING PATCHES, CRACKS OR DETERIORATED SLABS SHALL BE DETERMINED BY THE LOCAL AGENCY. 3. ALL TRANSVERSE AND LONGITUDINAL JOINTS AND OUTER EDGES OF THE PAVEMENT WHICH ARE PART OF THE REPLACED CONCRETE SHALL BE EDGED WITH AN EDGING TOOL HAVING A RADIUS OF 5 mm (1/4"). 4. REPLACED CONCRETE THAT JOINS A SAWED EDGE OF THE EXISTING PAVEMENT SHALL NOT BE EDGED. 5. REPLACED CONCRETE SHALL BE FINISHED TO THE SAME SURFACE TEXTURE AS THAT OF ADJACENT EXISTING CONCRETE. 6. ALL PAVEMENT REMOVALS SHALL BE MADE ON STRAIGHT LINE SAW CUTS A MINIMUM OF 40 mm (1-1/2") DEEP. IF CUT LINE IS LESS THAN 900 mm (3') FROM A CUT LINE, EXPANSION JOINT OR EDGE, THE EXISTING PAVEMENT SHALL BE REMOVED TO THE CUT LINES, EXPANSION JOINT OR EDGE OR AS DIRECTED BY THE ENGINEER. 7. DURING EXCAVATION AND SUBGRADE PREPARATION, THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO INSURE THE PROTECTION OF ALL IMPROVEMENTS, WHETHER PUBLIC OR PRIVATE, INCLUDING UTILITIES AND THEIR SERVICES, FROM ANY DAMAGE THAT COULD OCCUR DUE TO CONTRACTOR'S OPERATION. 8. BACKFILL AND DENSIFICATION SHALL BE DONE IN CONFORMANCE WITH SUBSECTION 306-1.3 OF THE STANDARD SPECIFICATIONS, EXCEPT AS FOLLOWS: A) TRENCH BACKFILL SHALL BE DENSIFIED TO A MINIMUM 90 PERCENT I RELATIVE COMPACTION. 8) WHEN PAVEMENT IS TO PLACED DIRECTLY ON SUBGRADE MATERIAL, THE TOP 150 mm (6") OF SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95 PERCENT; 9. SAND SLURRY BACKFILL, 60-E-1 (100-E-100), MAY BE REQUIRED BY THE AGENCY. 10. TEMPORARY REPLACEMENT SHALL BE PLACED AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. IT SHALL BE PLACED LEVEL WITH THE EXISTING PAVEMENT ON COMPACTED TRENCH BACKFILL AND SHALL BE A MINIMUM OF 50 mm (2") THICK. 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. i AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CONCRETE PAVEMENT REPLACEMENT . 132 - 1 SHEET 2OF2