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RMG ENGINEERING, INC. - 1985-11-18
i i i i AMENDMENT, NO. 1 TO ENGINEERING SERVIC"ES AGREEMENT BETWEEN THE CITY OF HU11TINGTON, BEACH AND RMG ENGINEERING, INC . FOR .DESIGN ,OF. PARKING .,LOT AND BOAT . BOARDING FACILITY IN 'HUNTINGTON HARBOUR THIS AGREEMENT is made and entered into this cA Otte, day Of 101 , 1988 , by and between the CITY OF HUNTINGTON BEACH , a municipal corporation of the State of California , hereinafter referred to as "CITY" , and RMG ENGINEERING , INC . , a California corporation , hereinafter referred to as "CONTRACTOR" . WHEREAS , CITY and CONTRACTOR are parties to that certain contract , dated November 18 , 1985 , entitled "Engineering Services Agreement Between the City of Huntington Beach and RMG Engineering , Inc . for Design, of Parking Lot and Boat Boarding Facility in Huntington Harbour ; " and Since the execution of the original contract , CITY has requested additional work from CONTRACTOR and CONTRACTOR has performed such work ; and CITY and CONTRACTOR wish to amend the original contract to reflect the extra work to be Performed by CONTRACTOR and the additional compensation to be paid in consideration thereof by CITY to CONTRACTOR, NOW, THEREFORE , it is agreed by and between CITY and CONTRACTOR as follows : 1 . ADDITIONAL WORK CONTRACTOR shall provide to CITY such additional services as described in the letter from CONTRACTOR to CITY , dated July 30 , 1986; the letter from CITY to CONTRACTOR, dated August 19 , 1986 ; the invoice from CONTRACTOR to CITY dated January 31 , 1988 ; and the letter from CONTRACTOR to CITY dated April 6 , 1988 , hereinafter collectively referred to as Exh;.bit "A" and incorporated herein by this reference . i . ADDITIONAL COMPENSATION In consideration of the additional engineering services described in Section 1 above, CITY agrees to pay CONTRACTOR the additional sum of Three Thousand Seven Hundred Five and no/100 Dollars ; *3 , 705 .00 ) . The .additional sum shalt be added to the _1� 1 original sum of Twenty Six Thousand One Hundred and no/100 Dollars ( $261,100 .00 ) for anew total contract amount of Twenty Nine Thousand Eight Hundred Five and no/100 Dollars ($29 , 805 .00 ) . 3 . REAFFIRMATION Except as specif:.cally modified herein, all other terms and conditions of the Agreement shall remain in full force and effect . IN WITNESS WHEREOF, the parties hereto have executed this amendment as of the date first above writtEtn . CONTRACTOR: CITY: RMG ENGINEERING, INC. CITY OF HUNTINGTON BEACH a California corporation a California municipal corporation UD John K . Mandrell , President Mayor Joseph Hartge, Vice President ATTEST; APPROVED AS TO FORM: In A . 'L::� / City Clerk Q City Attorney -~ REVIEWED AND APPROVED: I2+ITIATED AND APPROVED: City Administrator Director of Public Works rf I � r j/ T �YT40 tool ` 1� .D AT,� `.: N .. : ��711t�.•F3R'i.:Flgi .fi) {�.., :',f .� P.O. BOX 807,SAN FRANCIS�4tt FOANIA 941U1-0i307 0 A City ay COMPRNSATIOhi t. . , � r+�I '� A'p�� .�gIcy,• !, INaUPc^amC i Gllvh M �+ nI Y Gi tki� FUND ER r CTIFICATE OF INQRKGR6'�t Ali-E SATION I'N5URAtJCEpy�' JU"LY I / 19 7' POUCYNUMBER: 092-87 UNIT 0000038 CERTIFICATE EXPIRES: 7-� ••$& r , CITY ''OF HUNTINGTON BEACH BUILDING. D IVISIONo, "3.R.D FLOOR AT7E TIdKI: ED .8ARKLEY 2000 MAIN STREET JOE : ALL OPERATIONS HUNTINGTON BEACH,, CA 92648 L This is to eertif'yr�that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon tear days' advance wrinetr notice to the employer. We will also give you TEN days'advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirement, term, cor condition of any contract or other dacurr.ent with respe.t to which 'this 'certificate of insurance may be issued or may pertain, the insurance afforded by 01 policies described herein is subject to all the terms, exclusions and conditions of such policies. ; PRESIDENT EMPLOYER (7 SYMCON MARINE CORPORATION D8A R. M. G. ENGINEERING. INC. 1796i ` COWAff .IrtVINE: ;l_,`,i, ; f .• �t..ti1 =SRC,• t i. .:-STATE BOX 807,'SAN FRANCISCO, CALIFORNIA 94101 L" COMPENSATION 1NSLJRA'NCE ` PU N D CERTIFICATE OF WORKERS' COMPENSATION INSURANCE JANUARY 271 19C t POLICY NUMBER; 092-66. UNIT 0009058.. URTIFICATE EXPIRES: 7-1 -67 r CITY OF tiUNTINGTON BEACH 9UILDIN5 DIVISION. 3RD FLOOR -. ;.� • 's '.;�:: ATTENTION : ED BARKLEY 2000 . MAIN STREET F�,'.�T �'R',< .' JOB : ALL OPERATIONS HU,NTINGTON HEACHi CA 92643 L This is to certify that we have issued a valid Workers' Compensation insurance policy in a farm approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon ten days' a1vaoce written notice to the employer. We will also give you TEN days' advance notice should this policy fie cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirernent, term, or condition of any contract or other document with respect ,o whii:h this certificate of insurance may be issued or may pertain, the insurar,.Ze afforded by the policies described herei,r is subject to all the terms, exclusions and conditions of such policies. PRESIDENT EMPLOYER r SYMCON MARINE CORPORATION - 6 8W R M.G..:'ENGINEERINGr'. .INC . ' 179E1 -CD ''AN , . IRVINEJ* (ALIFORVIA 92714 s1.11, 10262""Ev.20•86) OLD 262A r N ii i! SSI.E GATE i%4"%)D1vY . THIS CERTIFICATE U D S ER OF INFORMATION ONLY AND CCINFERS NO RIGHTS UPON 1R�1�1�L�OER. THIS CERTIFICATE DOES MOT AMEND. R. D. CRO��EI.I. INSURANCE AGENCY ! EXTEND OR ALTER.THE COVEl.RAGE 7�FFOROEO BY THE PpLIC:ES BELOW. 3151 Airway Avenue 83 H&'�$ Costa Mesa. California 92626 COMPANIES ORDING*COVERAGE (71 d) 557.523a i „ C —mPEAg Y A -=`T`" Design Professionals Insurance Company f t-^r•IP1\!�Y Nsc;I~sc 1 = ca 6 Gulf Insurance,Com and+ RyIIG ENGINEERING, INC. 17961 "A" Cowan Irvine, CA 92714 _ .a -•� >~� �_3 .�,c� �ctw THIS:S TO CERTIFY'*+AT PCL;C:ES OF tNSLPANCE L.STEO BELOW WAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POL;CY PERIOD INDICATED, NOTWITHSTAhOihG ANY 2ECUIPEWEyT TERM CA CONDIT'r,14,)F ANY CGNTRACT OR OTHER DOCUMENT KITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED CA MAY PERTAIN, '-E NSUPANCE AFFCAOEO BY +ME 20L.C:ES CESCRIBED MERE:h ,S SUB..ECT TO ALL THE TEPMS. EXCLUSICNS. AND CCNDI- TiCHS OF SUCH POL'C:ES �; _ .f'1_�-;-_ __.__. _ __-- ti, __...•.. _. . _ .. _ ._..+_ '✓41' . ..'._ _ .,.�.vv`+i;y i__.._ �,,_ .`1�'S ;N 'HOUSAND5 IGENERAIL:ABILITr •."`.__._.___._... .�.. __.___...--._-.__ ._ ._.._.__.._.. _.____.._____..__._....., .______---.__..._._,.___.._..'!'.c, '�" j 1.000, ;��" � Pl. 64C379-��1 l�`,'13iSti l�,`i3:3i is11000, I .. S 1,000, X "Certificate holder Is name.i as adc :ional � _ 60 t, insured as resp-::ts c3mmerclal General � - ._.._. ._ 1-:al ility onlv." E- --. BA 52.33984, 1 6, r., ; I •ylR +y EXCESS L:AFdLtrr ._...... .___ c:•i�: � -��. ' The A4gr,--gat% limits of liabtlit v shown on this _Certificate are u� ect re► ra f, s 1 to 3uctit�ur } r -fo- loss or expense related to othet claims, if f NCaKE15 CCLAVENSA"Ch any, :nude in the! same: relict• pericx:. `'�»`� ��,• A''D B LIT'Y EMW yr,.ttS L:A ! A Professional Liabiiity ' PL 620379-01 10- 13;'S6 1 1 3;57 $1,000, each claim and ! in the: aggregare :ESC=iO'.Cis:-F CPE ATC!.$ l.XA7C',S .=-•r __, •'E C%S Say_ A. DVS "For Professional Liability coverage, the aggregate limit is the: total insurance available for claims presented within the policy period for all operations of the insured." On SHOULD ANY Of THF-ABOVE OMPISED POUCI �e.( E EX. PIRATION DATE 1HEREOF, THE ISSUING COMPANY WILL1� CITY OF 1ii.'NT1tiGTON BEACH MAIL 30 DAYS WRITTEN NOTICE TO THE. CERTIFICATE HOLDER !VANED TO TYE A ttn: Don Noble LEFT, 3iY MOM)L�:K XYJK`;�X(X Xt3 bLXW0SK}�caQi�X►X XrK 2000 Main Street At,T►.CRk-c?agPaESENTATtYE Huntington Beach, CA 92646 Joy Fallon (� V V .r�.. � Chi ir �t\JT'I�,J( '"T'CnJ EA J, ► "I T Ftwo ',.AJW MAIN STflE; T CALIFORNIA 92648 OFFICE OF THE CITY CLERK June 21 , 1988 PMG Engineering, Inc. 17961 -A Cowan Irvine, CA 92714 Attn: John K. Mandy-ell , President The City Council of the City of Huntington Beach at the regular meeting held June 20, 19fi8, approved Amendment =1 to Engineering Services Agree- ment between the City of ;Huntington Beach and RAG Engineering, Inc. , for design of parking lot and boat bearding fac M ty in Huntington Harbour. Enclosed is an executed copy of the agreement for your records. Alicia M. Wentworth Cite Clerk AMW:bt Enc. CC: Don tloble, Public Works 'Mayne Lee, Finance ITe;.phon.: 71 t-S36 a2I7) �'REQU IT FOR CITY COUN ACTION z Data June 3, 1988 Honorable Mayor an,. City Council Submitted to: h . Pau! E. Conk, City Administrator 1 S��bmatted by: _ ...... . :._. Les G. Evans. Acting Director of Public Works }��'� � �tit�t'PC'YFn ��' SIT • ,I Prepared by: subj�et: Earl Percv Marine Fart:; rC-691 c.a'C I:;LEk,9. Consister:t with Council Policy? J �J Yes [ J New Policy or Exception S;atemerat of Issue, Recorn1mendaiiora, Analysis, Funding Source, Alternative Actions, Attachments: r� STA TENIENT OF ISSUE: The engineering? services agreeru,t:t t hetween the city and NhIG Engineerinq. Incorporated needs to be amended. FE C 01•1!-IEN DA TIUt�:: Approve tree attached amendments; thereov autnorizinp the :N-Inyor :and City Clerk to execute the attachea documents. At•IALY515: On �3ovember 18, 1985, City Council approved the selection of R. -MG. Engainenrina, Incorporated to prepare Plans. specifications and a cost estimate for the construction of a parting lot and boat bo3rdinq facility in the Huntinoton Harbour Channel adjacent to the Warner Avenue Bridge. Subsenuent to this .action, the oians :and specifications wFAre modifiF-d to ccnform with environmentra; permit renuirerrents and rc!vised to reflect optional limits of dredainq viithin the. harbor waters directly adjacent to the project site. N NIG. Engineerinq, Incorporated has c omploted all requested enclineF+rinv services; howover. their contract has not taeen amended to include pavrnent for the additional work. Therefore, the Ac:tina Director of Public %Vnrics rec;nrnrriends that Council approved .the attached amendment thereby tauthorizina payment for the following additional services. Uescrimion of .Aciditionai Services Original plans and spe-ific=ations required Borne 56,830.00 filling of harbour area to enlarge the project site. Environmental permits could not be obtained for channel filling, therefore, project had to be down- scaled. Original plans Bann specifications required the removal $2,520.00 of 7,5a00 cubic yard as of channel bottom material directly adjacent to boat dockinq facility. Bid costs.for this work far exceeded project budget; therefore, plans and specifictations were ro-iised to inr.lude alternate levels of dredging. ��� t request for Council Action Earl Percy Marine Park.- CC-691 June 8, 1988 Page 2 FUNDING SOURCE: Chanties Amount Source Down-scaling of plan $6p830.00 California Department of per Environmental E'errnit Boating and Waterways Grant Requirement Alternate levels of $2,520.00 California Department of dredging Boating and Waterways Grant. ALTERNATIVE ACTIONS: N/A ATTACHMENTS: Amendment li i LF:laRtJ:lw 1660ci J 2000 MAIN STREET CALIFORNIA 92648 0001a'OF THE CITY CLERK November 20, 1985 John K. Mandrell , President RMG Engineerinq, Inc. 17961-A Cowan Irvine, CA 92714 The City Council of the City of Huntington beach approved an Engineerinq Services Agreement with your firm for design of parkinq lot and boat boarding facility in Huntington Harhn►ir. Enclosed is a duly executed copy of said agreen-crlt t.oceLher with a copy of the Certificate of Insurance ►•,h ich you subm;t.ted. Alicia M. Wlentworth City Clerk AIV:CB:js Enclosure CC: Paul Cook - Director of Public Works 4•:ayn.! t.r!e - f inanr_e (Telephons: 71"36.5227) i1 f. REOUE FOR CITY COUNC ACTIC7W Date rknr- er 7, 1985 "Submitted to: Honorable 'Mayor arri City Council Submitted by: Charles 'Ibcnipson, City Administrato j A1111::. V1 .1 .'QU-C it Prepared by: Paul E. Cook, Diract:or of. Public Vbr}:s Sut 'ect• Parking Lot & Beat Boarding Facility; CC-691 CIL C5` Consistent with Council Policy? [ j Yes [ j New Policy or Exception��M�+� Stkement of Issue, Recommendation, Analysis, Funding Source, Alternative Actions, Attachments: �~ Statement of Issue: Proposals were requested from qualified civil engineering firms to prepare plans, specifications arx? cost estimates for the construction of a parking lot and boat boarding .facility in the Huntington Harbour Channel adjacent to the t4arner Avenue Bridge. r Pecrnmer da ti.on: 1. Approve the selection of FltIG Engineering, Inc. to prepare plans, specifications vest estimates for the construction of a parking lot and boat boarding facility in the Huntington Harbour Channel adjacent to tr^ Learner Avenue Bridge. 2. Establish a desicgn. bu3get of $27,600 .00 (this will include consultant agreement and miscellaneous costs as required) . 3. Authorize the Mayor and City Clerk, to e:<ecute the attached consultant agreement with RT3 Engineering, Inc. for a fry not to exceed $26,100.00. Analysis: The California t' art7rrent of Boating ami 11aterways has approved a $370,000 grant to the City for cmnstruction of an overflo.a parking lot and boat boarding facility on a vacant parcel of lan.i directly across the main channel from the City's launch ramp in Huntington Harbour. On Aucprst 19, 1985, the Citv Council approved Resolution No. 5552; thereby► accepting the grant, ani authorized staff to solicit proposals from engineering firms for design on the facility. Pursuant to Chapter 3.03 "Professional Services" of the Mainicipal Code, proposals were solicited from t.j alified engineering J. firms tD pry pare the constn,ction drawings. Proposals were received on August 30, 1985. Staff has revieraed each proposal and recomTends the selection of FNG Engineering, Inc. Funding So,7rce: Staff requests that S27,600 .00 be encumbered frcxr. the unappropriated general fund balance to establish a project 'Aesign budget. V.ese funds will be recouped at the completion of the project o'sign. Alternative Actions: Deny approval of R%Y3 Engilveering, Inc. aril direct staff on hcw to proceed with project design. Attachments: . Consultants Agrc-cment 2. F.I.S. PEC:DMI:lw PIC 4/94 w 7 fV Kid r • EXISTING PARXING w .YACHT CLUB i .. ,�.LAUNCNING RAMP / r wool Is FIRE .STATION •• "� .� R CNpNN� ' , .2 / / M rr low, PROJECT-_----►. • d 80UNDARY - 1 ,,,• PROJECT SITE (SEE PLATE IH-f� 80LSA - SAY ..-o' .. -- •. x t loop- PLATE X-A ., '• `.M9� ' ;� TAT[All CALJIO�iR ;' wC��QOCJp�4 - ;NUNTINGTON BEACH HOAT LAUNCHING.FACILITY IkIFROVEMENT Odin ' -j'RDJECT.LAY0UT Ik BOUNDARY or lF .10 r— is r r r i f • / FLOATIT 0 SHORE y fl TOP �i. . 1, f SLOPE It Ir � h k- �i • G. 5v ' 1 + ' rt r � OW SPECIFICATIONS 'AND SPECIAL PROVISIONS FOR WARNER AVENUE BOAT TRAILER PARKING LOT AND BOAT DOCKING FACILITY IN THE CITY OF HUNTINGTON BEACH , CALIFORNIA CC-691 Prepared by The City of Huntington Beach Department of Public works Director of Public h'vzks City of Huntington Beach 1 $30 . 00 Non-Refundable r FABLE OF CONTENTS Page Notxce .'Inviting Sealed ' Bids N-I - N-3 Proposa 1 P-1 - P-7. Contract C-1 - C-21 Stindaid Specification 1 PART I General Special Provisions 1. 2. 1 Definitions 1 103. 1 Abhreviations 2 2-1. 1 Award of Contract 2 2-1. 2 Execution of Contract 2 2-1 . 3 .Failure to Execute Contract 2 2-4 . 1 Return of Bid Bond 2 2-4 . 2 Guarantee 3 2-5 . 1 . 1 Plans and Specifications 3 2-5. 1. 2 Compr tency of Biddr;rs and Payment for Plans and Specifications 4 2-6. 1 Removal of Defective and Unauthorized Work 4 2--7. i Soil Condi t::on s 4 2-9. 1 Permanent Survsy Markers 4 2-10. 1 Authority of Board and Inspection 5 _ 2-10. 2 Requirement for Work Within Other Agencies ' Rich t-of-Way 6 2-10. 3 Final Inspection 6 4-1 . 4 . 1 Test of Materials 6 6--1 . 1 Construction Schedule and Commencement of Work 7 6--2. 1 Progress Schedule 7 6-8. 1 Acceptance 7 6_'9 Liquidated Damages 7 7-2. 2. 1 Longshoremen 's & Harbor Worker 's Compensaton Act 7 7-2. 3 'General Prevailing Wage Races 7 7--2. 4 Payroll Records 8 7--3. 1 Public Liability and Property Damage Insurance 9 7-5 . 1 Permits and Licenses 9 7-6. 1 The Contractor 's Representative 10 .7-6. 2 Superintendence 10 7-8. 1 Cleanup a'nd. Dust Control 10 7-8.5. 1 use 'of City Water System 10 7-8. 7 Noise Control 10 7=8.8 Flow and Accept.Aace of water 10 7=8:'9 Erosion Control 11 7-8. 10 California Regional Water Quality Control Board Permit 11 7-•10. 1. 1 Traffic and Access 11 TABLE'`OF CONTENTS PAGE 2 7-1,0."I.2 Safety ;Precautions 12 7--10.3 �Barricasies 13 7-10.5 Water `Main `Shia Down 13 7-15 RegsFtra,taon of Contractor 13 9-3.1 I Payment General 13 9-3. 2. 1 Progress Payments 14 9-3 0 2. 2 Final Payment 14 'Section '10 Proposal Requirements 15 1"0-1 Examination of . Plans, Specifications, Special Provisions and Site of Work 15 10-2 Proposal Form -' S 10--3 Pr"oposal Bid Bond 15 10-4 Withdrawal of Proposals 15 10-5 Public Opening of Proposals 35 10-6 Rejection of Proposals Cc�ncaining - Al tera tionst Erasures cr rrregulari t: es 16 10-7 Disqualification of B1:dders I.F, Special ' Provisions Part 1 - Introduction 17 Part 2 - Construction Materials 17 Part 3 -- Construction Methods A. "Description of Work 18 Be Additions to Standard Specifications 18--24 C. . Items of Work -not covered in the Standard Specifications -,Floating Dock System 24-27 - Aluminum Gangway 27-29 - Dredging 29-31 - Silt Curtain 32-33 - Rip Rap 33 Geotextile Fabric 34-35 h t tackmen is Attachment A Geotechnical Investigatirn Attachment B Certificate of Insurant.e Form C.F.B. Standard Plan 603 C.H.B. Standard Plan 607 C.H.B. Standard Plan 612 C.H.'.B. Standard Plan 614 i v 1 i 41 TABLE OF CONTENTS PAGE 3 ,t "Alternate Bi'd Item No. 1 Lands�c•ape end Irriga t'ion A-1 thru `A-28 Speci:fica Lions Attachments C.H,,El. Standard Plan 6,03 Ce-HO I3. Sra`rdard � PIan 701A C:'H13. Standard Plan 701 B C.H..B. `Standard Plan 701C , C.'H.`B. Standard Plan 701D C.'�f.B. Standard Plan 701E C.;H.B. Standard Plan 701F C.H.B. Standard Plan 7011 C. N.B. Standard Plan 702 NOTICE INVITING SEALED BIDS CC-691 WARNER AVENUE BOAT '"TRAILER PARKING -LOT AND BOAT 'DOCKING FACILITY r Notice is hereby given that the City `Council `of. the 'City of Huntington Beach, California will , receive sealed bids for u.w the Warner Ave. Boat Trailer.:.' Parking . ; Lot & Boat Boarding <Faci�li ty_ in the City, of Huntington Beach, California -in accordance with the plans , and specifications and special provisions o.n file in the office of the Director of Public Works. Documents will be available on March 17, 1987. A charge of $30. 00, not refundable will be required for each set of specifications and' accomipanying drawings. DIRECTOR OF PUBLIC WORKS ESTIMATE Work Item Quantity 1 . Clearing a'nd grubbing Lump Sum 2. Earthwork at Parking Lot 11300 C. Y. (130'0 cut/150 fill) 3. Curb and gutter type "C" per 517 L. F. City Standard 204 4. Curb only per City Standard 201 310 L.F. 5. 4 " PCC sidewalk 2, Q.33 S.F. 6. Non-reinforced 4 " PCC paving 1 , 215 S.F. 7. Drive approach per City Standards 261 S. F. 211A and 211E d. Local depression per City Standard 302 1 EA. :�. Junction and baffle box 1 EA. 10. 16" R.C. P. 30 L. F. 1.1. Asphalt Concrete 440 Tons 1.2. Aggregate Base 449 C. Y. 13. Street Light conduit and Pull boxes Lump Sum 14 . Irrigation conduit (Water and Lump Sur. Control Wire) 15. Wheel Chair . Ramp per City Standard 212A 1 EA. 16. Fire Hydrant per City Standard 607 1 EA. 17. 2 " irrig�� Lion water service 1 EA . 18. Guard rail 390 L. F. 19. Concrete guide piles 105 L,F. 20. Floating 'sock system 48n S. F. 21. 30 ' Aluminuia gangway 1 EA. 22. Rip Rap 21 ,100 Tons ;9. Striping and signage. Lump Sum JR1 and R41 signs) 24 . Remove existing Curb and Gutter 51 L.F. ;tS. Remove e�:ist:=ny Sidewalk 332 S. F. 6. Paci li ty Sign 1 EA. 27. 2-1 f 2" S.C.E. Conduit 4225 L.F. 28. Dredging Bid Al terna to ' 1 3, 300 C. Y. 'Bid Alternate. 2 4, 100 C. Y. Bid Alternate 3 6, 900 C. Y. 29. Landscaping Bid Alternate 4 N-1 Lump Sum In`accordance with the provisions of , Section -1773_(oE the Labor Code,, the State 'of California, Director of the Department: "of Industrial Relations shall determine the `general prevailing s-a`te ,.,, .. . z ,.. of wages, applicable to the work to be done;. copies of the latest general wage rate determinations are on file at the offir.& ;oF 'the, City Clerk and the. . 'office of the D.�rector of Publ c Works of the City of Huntington Beach, California. Plans and specifications, together with proposal form, may be obtain:zd a t.: the office of the Director of Public Works, City Hall , `Huntington "Beacn, California. �No bid will be . received unless it is made on a blank form furnished ..by the Director of Public Works. The special attention of prospective bidders is called to the 'proposal requirements, set forth in the specifications, for full 'directions as to the bidding. The above quantities are approximate only, being given as a 'basis for the comparison of the bids, and City of Huntington Beach does not express or by implications agree that the actual amount of work will correspond therewith but reserves the right to increase or decrease the amount of any class or portion of the work, , as may be deemed necessary or expedient by the 'Directdr of Public Works. All bids will be compared on the basis of the Director of Public Works estimate of the quantities of work to be done. Substitution of securities for any monies withheld by the City to insure performance shall be permitted in accordance with provisions of the California Government Code, Section 4590. Each bid shall be made out on a form to be obtained at the office of the Director of Public Works, Development Wing, 2000 Main Street , Huntington Beach, California; shall be sealed and filea with the City Clerk at the Civic Center, Second Floor Administration Building, 2000 Main Street, Huntington Beach, California , on or before 2 : 00pm of! April 7, 19 87 , and Shall be opened "by a . committee composed of the City Clerk, the City Attorney and Director of Public Works or their authorized represzantative and the results is of said bidding will be reported to the City Council . of said City of Huntington Beach at their - regular meeting to be held on Monday, the 20th of April, 19 87, at the hour of 7:30 P.M. in the City Council Chambers in the Civic Center of said City of Huntington Beac;i, and shall be acted upon by said City Council at the regular meeting of April 20, 19 87. N-2 u f The City; of Huntington Beach,. California reserves the right to . ._. .r ' reject any, or all bids, and to accept - f:he bid deemed for the 'best interest of the city of Huntington Beach, California . By order of the City Council of the City of Huntington Beach, California this 16th 'Da y 'of -'Ma'rch, 19 87. 'ATTEST: Alicia Wentworth City Clerk ;N-3 t; s�+fii IND PROPOSAL FROM To tb meambie liileyer rind Crib Call nl:�, City if Au:.4 R&N N+rdr, Cali mil: Io riwlNi mw Wdl dw le>Drtioe wIdog New plrnpoeaeh'fK the VARNER ' AVENUE BOAT TRAILER PARKING LOT AND BOAT DOCKING FACILITY ! meredly prop oee end.wn to �sr Into : aontrun to pirtwir, the work herein do='ibid and 6'fuin�5 tia r�ie�ls tleerefnn atcordta�t1D t!►e pJers,at>,�edrmtions ind awl prwisiom for the aid work and to t!" won of aw IUa+SIer ter>w�rVW0Ij"crf dV Dirrrtft of Paablc%dU of eeid City of HUntinpri 8wdI,California. T6 wrdw*r,ed h= nat aaaspw lay,bid from say whICcrrtrtctttr of raetwW=n throuth My bid dvp* i►,cry,the 6Y Mo or rejuhtiona of whirl prshibit or PTAM the comnmr from wmWesing any bid from any sAcorrorsctor w ! Irttir Wolraa rAkh ie ni of proceaeed tinugh aid bid dlr v itory, or >h6kh pwmrt any subcoff ct'nr or Instiriolnun from Wdirq to wil cows for who doers not so the h7dlWa of cr umt bids from or through web kid dspoftry. Fortipfwtihirog cf all Iobor, and equipmem,urd er all ln6dvff t!Work wA=ry to 14hrr all the improy mac u llaoapiwrte N`plrKa in strict =dotnuty with toll pleas, Vpaatio® and gwtd6l prorisons, tm tie in to offica of,the Dksct r Of fh Aie Illwluk D'rty of HuffdrgWn Duch, California, I prop=ua! Woo to take full paayn"M therefore in tin �8 mh pexac,to wit: rrEM APPROXIMATE ITEM VVITII UNIT PRICE UNIT NO.. OUANTITY WRITTEN IN WORDS PRICE TOTAL Clearing and Grubbing at _ 1 Lump Sum per Lump Sum Earthwork, at Parking Lot 2 1 ► 300 C.Y. per Cubic Yard. Construct curb and gutter type "C" per City 3 517 L.F. standard 204, complete and in glace at per lineal foot. Construct curb only per City standard 201, Q 310 L.F. complete and in place at per .lineal foot. 5 29933 G. F. Construct Q" PCC sidewalk per detail 4/2, complete and in place at t _ per Square Foot. . rlwwrr. +Mr'��1 wirr 1THi/ Ai�'RIa7iCMMTt ff=1 71"Low NIiKT fin' 111117T1f1 IM 1e OM Mir • TCYTA ' Construct non-reiriforcec'. 4" PCC paving, complet e 6 1215 S F. _,. and in place at per Square Foot. Construct drive: approach per City standards 7 2 61 S.F. 211A and 211B, complete and `in place at rir Square Foot. 1 Construct local 'depression per City standard 3021 complete and in place at per Each. 9 1 Construct junction and baffle box per detail 14/2, complete and in place at per Each. Construct 18" RCP, complete and in p lace at 10 30 L. F. per Lineal Foot, Install asphalt concrete, complete and in 11 440 TONS place at per Ton. Install aggregate base, complete and in 12 449 C .Y. * place at per Cubic Yard 13 Install street light conduit and Pull boxes, Lump Sum complete and in place at per Lump Sum. 14 Lurrp Sum Instal3 irrigation conduit:(water & control Wire) , complete and in place at per .Lump Sum. Construct wheel chair ramp per City standard 1S 1 F.A. 212A 'complete and in place at per Each. , ITEM` APPROX1.MATE ITEM WITH. UN. UNIT NO.: QUANTITY WRITTEN IN WORDS TRICE TOTAL. 16 1 EA. Construct fire hydrant per City standard '607; complete and in"place at. Per Each. y `17 l 'EA. Construct 2" irrigation water service per City standard �603, and per plan notes per Each. 18 390 L.F. Construct guard rail per detail 15/2 complete and in place at per Lineal Foot. 19 105 L.F. Furnish and install concrete guide piles, complete and in place at per Lineal Foot. 20 480 S.F. Furnish and install floating dock stem, c lete and in lace at system, � P per Square Foot. 21 1 FA. Furnish and install 30, aluminum gang way including foundation per der.ail 18/2, complete and in place at per Each. 22 2400 TONS Construct rip rap shore protection, complete and in place at _ per Ton. 23 Lump Sum Striping and signage (Rl and R41 signs) at per Lump Sum. 24 52 L.F. eve existing concrete curb and gutter at per Meal Fbot. 25 332 S.F. Renxove existing concrete sidewalk at: per Squzire Foot. 41 ITEM APPROXr1MATE ITEM WITH UNIT PRICE UNIT t NO. 'QUANTITY WRITTEN IN WORDS PRICE TOTAL 26 1 EA. - Sign per sheet 4, complete and in place at FA. I 27 225 L.F. Install 2Y' SCE Conduit at per Lineal Foot. I i BASE 70TAL I BID ALTEP01-CE 1 3,300 C.Y. JUeedaina, incltx-ng graded slope for rip-rap at per Cubic Yar-d. 2 4 ,100 C.Y. Dredgina, includina graded dote for rip-rap.at -,�►r Cubic Yard. 3 6,400 C.Y. Dredging, including graded slope for rip-rap at r per Elic Yarg. 4 1 L.S. Landscape and irrigation at 1UTP sun. I i I t is :understood_ end agreed that the approx.ima to,. quanti ties .shown 'in :the foregoing ;. proposal:;. schedule are solely For the , purpose of _'faei'lita tin g the :,comparison 'of. 'bids and that. th3 . cor;�ractor 's corn�ensa tion will be com used iion the basis of the actual. quantities in he com feted work, w. ether hey -be : ,core or less than those shown herein at �he unit prices bid in the proposal schedule. They-undersigned,,,unders'tands. the contract time l mi`t,.'allot'ted for the contract, is 'ninet !90) calendar da ys... hf . alternate rtem;�No. l 'i'S yy se1ected,.githZ"'crinurarr. Cline"'gill r '�Mdr T3�y U1 agreeA , con tact and.. F rnish the necessary bonds wi thin ten 410LCO,) days of the award of said_ contract, and to begin work within ten 10)... da s from the `'date oL approval of tie contract by the City of Huntington beach, Califoenia. The -undersigned has examined ., ,.;'ca refuII the site of ,. the work contemplated, the plans and specifications, and . the proposal and 'cogtract forms therefore. The submission of a: bid shall be conclusive evidence,,. that the ;bidder., has investi aced and is satisfied as. to the conditions to be encountered, as to the character, quality, and scope of work to. be performed, the qquantities of material., to be furnished, and as to the requirements of fhe proposal , plans, specifications, and the contract. Ac'^om. anying this proposal is" (S ) . INOTICz: Insert. . the ; words , eta" or _"B-1=er,I s Bond " as the case may be, in an amount equal to at least 10 percent of tie total bid price, payable to the City of Huntington Beach. The . undersigned deposits the above named security as a proposal gguarani and agrees that it shall be forfeited to the . C 't of untington Beach as liquidated damages in case this proposa� is H accepted by the City . and the undersigned shall fail to execute a contract for doing said work, and to furnish good and sufficient bonds in the `form set forth in the specifications and contract documents of the City, : with surety Ga tis_`actory to the City within 10 days after the bidder has received written notice of the award of the contract; otherwise said security .shall be returned to the undersigned. Licensed in accordance with an act providing for the registration of Contract License No. a4 C Business Address Place of Residence 'Date this ..__.._._ day of �: 19- Addendum Sc. Date Recoived Bidder 's Signature P-5 pgOPOSM,V INFORMATION REQUIRED OF BIDDERS The NOW is rsqukW to s~,ppty the following Inf Wauticom AeAWonsl sheep mry be attsdwd N nea+asevy. 1. Firm Unroll 2, Aaidriew 3,. Telephone 4. 'Type of firm—Individual,pertrarnfiip,or corporstionr & CWporatlon orrAnizsd under the laws of the Stave of j !l. Garrwctw,,, Ucam Number: CesrifiCrAlod of Contractor's Ucsn:se 7. Lha fte name anted addrrana of all rmrnbtn of the firm or names and Mlles of all officora of the =rparation: L Number of years eapsrimu* as a contractor in cons=ction +writ: 8. Uht at Imo six proja= completed as of rwm-rt date: (Contrzct arm.) (Casa of work) (Data Completed) (Name and addrasa`of Owner) 10. Uzi the name of the parson wtio impacted the site cf the proposed work for your firm: Drm of Inspection 11. 'if requastad by the Cty, the bidder shall furnish a notarized !inarci2l statement,financial data, or othei information and rafsrw vzfficianniy aomprehensme to perrnit :n appraisal of his current financial condition. � „ P-5 , • DESIGNATION OF SUBCONTRACTORS w � , . c •,",�'Rt?�: �+� - f,,;. x er.;;y. ramplienci vim th , bletting grid Swbcatttracting FairYi+nracsss Art" bcin9 ;Sert,ons 4100�4113 6amNrnmasrt=CQde of tfle S to.of.C*lifornk,end any amendments tfitreto,'evch bidder'shall sat fortfi below;the rams and loan an.;" dre,plea of busin►ta if 66 suticn ctor,who will peiform work or labor or render"anria to the primil.ooit- tmitir W or about me consnruc=tioa of*,e worn or.improviment in an amauAt la excess of octe�half (K1`of ono peraat 1x) of the prime ukroctar's.WMI.bid,end ship ti rther wt fdrth the portion of the work which will.be done by sock subcon• b*ctawr ,ftly am eud000t ietai1or Wr h portion ttsll be listed. If tk Dortnr�r fa •►to tpQ, a wbcikriGtar far eny portion of the work to be performed under'the ca�trxd ere eb tl be deemed to ei,r�ed t�o`'perforrn stirh portion himulf,and ha�tu�ll not be permitted to wbcontract ttoit portion 'of t!>.e wort except under the aondhii h"nefier set fori fl. sAkwin of subcs�ntracdP4 of asy partron of the work to which no subconvector was desigrstted in the onTnal bid siheA antyt,be�=permitt d rn am of public emargency or necec*i , and then only after a fin=ding reduced to wrrUng as a ; public reCOM of the L.egWative Body of the owner, i PORTION iTATE LICENSE r: CLASS GF WORK iUBWNT'RACTOR'S NAME AND ADDRESS NUMBER By subrn s ion of this proposal, the cantr:ctor =-jfies: 1. 71mt he is able to and will paiorm the balance of aii -xorx AniCn is c3vered in the abnve subcontractor listing. 2. 71ut the City will be furnished copies of all sub-cantT='antered into and bands furnished by sub-co for this pco*L p—7 r ' 3 STANDARD SPECIFICATIONS o. .:Except' as- hereinafter provided, the provisions of. the' latest Ed tion of the_"Stan lard y `Specif icstions � or`Pub1lc Works Construction". `(Green Bonk) published by 'Wilding Ne4.,a, Inc. 3055'.Ovikanid Avenue, Los Angele r, California 90034, grid all amendm ant a there,e, adopted by the Joint Cooperative C;ornmittze of Southcim California, District and fysocieted'Contractors of Califorrs.a; heirelnefte'r refe►rred``to as Standards 5pecific•atione;, are assopted es the "Standard. Specifications" for this project and &hall be conslder<_-d as a pert'of these Special Pi6visiora. Where apecif led, the Specif led editions of "Standard Specifications" and "Standard Plans" of �Y,.,the State of ,:California, � Business and Transportation Agency, Department;, of Trensportgtion, shall apply. If no date 'af pu�licaEton is specified, the most recent edition, as'of the date `of publicatlon of the Notibe Inviting Bids for this contract, shall apply. PART l GENERAL SPECIAL PROVISIONS The 'following gdditions are made to the "Standard Specifications." If there is a con!lict between the Standard Specifications and these additions, these additions shall have first precedence. 1-2.1 Definitions (a) AGENCY The City of Huntington Beach, California also hereinafter called "CITY". (b) BOARD The City Council of the City of Funtington Beach, Cal ifornia. (c) CONTRACT Documents including but not limite J to the proposal DOCL-MENT forms p-i through p-5, Standard Specifications, General Provisions, Special Provisions, Plans, Bonds, Insurance, Contract Agreement and all addenda setting forth any modifications of the documents. (d) 'ENGINEER The administrating officer of the City of Huntington Beach or his authonze*d representative- (e) BIDDER Any Indi Adual, copartnership, associPtion or corporation submitting a proposal for the work contemplated Acting directly or through a duly, authorized representative. (t) LEGAL ADDRESS The legal address of the Contractor shall be the OF CONTRACTOR address giver on the Contractor's bid and is hereby designated as the place to which all notices, letters or other communications to the Contmctor shall be mailed or delivered. i 1 (c LABORATORY An : catabliahed laboratory approved. . and uthoriied " by the Engineer ' for testing m'a i.-rials and work involved In the contract. (h) S:)ECIAL PROVISIONS Th" special 'provisions are 'ay cific clauses ;setting foith condition$ or r requitrernents pecUl lar to' the work and ' roupplementary,,, ,to thole Standard Speafications.., , ..The Deo.rtment of Transportation publlcations untitled Labor Surcherge and ' Equipment Rental "Rates and General Prevailing 'Wage Rakes are to be conside rt:d as a part of the special provisions. (i) STATE CONTRACT Chapter 3, Part 5, DWision 3, Title 2 of the Government Code._ The provisions of this act and other applicable laws, form and constitute a 'part of the previsions of . ,this contract to the some extent as is set forth herein in full. 1-3.1 Abbreviations O.C.E.Ni A,. Orange County Environmental Management Agency. 2-1.1 Award .of Contract T6P City reserves the right to reject any and all Proposals. The award of the contract, if it be awarded, will be to the lowest responsible Bidder whose Proposal complies with all the requirements prescribed by the City. Executir►n of Cont:-act The contract shall be signed by the successful Bidder within ten (10) working days after award, and be returned together with the contract bonds, to the City Clerk's office.. Work shall commence within 10 working days after the contract has been fu;ly executed. No Proposal shall be corisicdered binding upon the City until the contract is executed by the Contractor and the City. The contract time shall start on the date specified in the "Notice to Proceed" issued by the city. 2-1.3 F allure ,to Execute Contract Failure to . execute a contract. and file acceptable bonds as provided herein within, the, time specified for the applicable contract category shall be just Cause for the cancellation of the award and the forfeiture of the proposal bid bond. .2-4.1 Return of Bid Bond` Wittin ten (10) days after the award of the contract, the City of Huntington Beach will return the bid bands accompanying the proposals which are not to be considered in -making the award. All other bid bends will be held until the contract has. been finally executed, after which ,hey will be returned to the respective bidders whose proposal they accompany. -2-- 2-4.2 •Guarantee The Contactor, by aubmission`of`a bid'for. tls project, expressly agrees to the `herein Fakipuleted guarantee,; of materials, products, workmanship, and installations Incorporated Into this project. All "work'perfornied in accordance wlth these plans, standard sPecifictitions, and special`;�proviaions, . inclu'ditig, but not :, Umited 'to, work'martihip, instellaElon, e ncatlons, 'material and.. structural, mechanical, or electrical facilities :aall 'be guaranteed for a period, of one year, commencing with the filing 'of the notice of completion and acceptance of the cantract by the City, unless sp661fic areas are to be'gusranteed'longer as provided in Special Provisions. Seciinty'of this:'-guarantee shall be furnidied'to the City an'd may be included;Eas 'Part,of the Faithiful :Perforriiance Bond. There shalFbe express wording In the %rforriiance Bond, If such bond includes the guarantee or warranty of the Labor and Materials for. one year period, commencing with the filing of the Notice, ,of Completion and acceptance of the contract by.:mthe City.. The ;guarantee amoupt,, shall be for the full amount of the Performance Bond. Release of the Performance Bond shall not apply to the guarantee or warranty period it is 'recommended that the Performance Bond include the gua:,antce and warranty +requirements. The Contractor, by agreeing to this latent defect guarantee, also agrees that within 10 days after notification of a failure or deterioration of a facility or work covered under this contract, he will repair, replace or show reasonable cause as to 'reason for further delay. Riafusal or failure to commence repair or replacement will cause the City to file claim against the bond Excepted from the guarantee of labor aid materials will be defects caused by acts of God, acts of the City, acts of vandals, or by acts of others outside or beyond the control of the Gontractar. 2.5.1.1 Plans and"Specif ications / The Engineer will provide the Contractor, free of charge, copies of plans, special 'provisions and. additions to the General Provisions of the Standard Specif ications that are reasonably necessary for the execution of work. Contractor shall, at his own expense, obtain copies of Standard Specifications and Standard Plans and Specifications of the State of California, for his general us e. If after, award of contract, should it appear that the work to be done, or any matter relative thereto, is not sufficiently detailed or explained In the Standard Specificat=ons, Special Provisions and plars, the Contractor shall request from the Engineer further explanation or interpretation of the contract. The request by the Contractor and the Engineer's response shall be In writing All scaled oimensions am approximate. Before proceeding with any work, the Contrctor shall carefully check and verify all dimensions and quantities and shall immediately inform the Engineer or his representative of any discrepancies. —3-- 2-5.,1.2 1:::::6m_petincy of Bidders and Payment for Plans.and Specifications Plans, Special Provisions and Proposal„for ms will.' be lasued only to those contractors 'who can qualify as competent;bidders.. A' charge wIIC,;be requlred for?the taking out of plans, none`of which will be refunded'to any bidder. 2=`6.l Rerinoval of Defective and Unauthorized Work h•ix All work which Is 'defective In its. Construction or does not meet all of the requirements of the,Plans and/or Specifications shall be remedied, or removed and replaced by the .Contractor 'in an acceptable manner, and r+o compensation will be allowed for such correction. Any .wrk done'bey and the limits of theulines and grade shown on the pions or established by the Engineer, ar arN extra work done without written authority, vrIII be'considered as unauthorized and wllf not b� paid. an failure on the part of the Contractor to comply forthwith with any order of the Director made under the provisions of this article, the Engineer ahall have authority 'to cause defective work to be remedied, or removed anrd replaced, and unauthorized work to be removed, and to deduct the pasts and thereof from in/monies due or to become due the Contractor. 2-7.1 Soil Conditions The Contractor shall inspect the soil conditions himself before submitting a bid. E submitting a bid, the Contractor acknowledges that he has satisfied himself as to the quality of the work Including but not restricted to the conditions affecting, handling and storage of materials, disposal of excess materials, the soil conditions, and level and amount of groundwater. The Contractor's attention is directed to the log of test borings hereinafter attached (see Attachment A). These logs are records to date obtained by the City and represent the character of material encountered at the test boring sites 'Indicated on the plans. The log of test boring is included only for the convenience of the bidders. There is no guarantee, either expressed or implied, that the conditions indicated are representative of those actually existing throughout the project, or any part of it, or that unforeseen developments may not occur. The inclusion of the test boring log in the Specifications shell not be construed to be a. waiver of , the Contractor's oblio_ation to inspect the soil conditions himself before submitting a bid. By submitting a bid, the Contractor acknowledges that he has satisfied himself as to the quality of the work Including, but not restricted to, the conditions affecting handling and storage of materials, disposal of excess material, and level and amount of groundwater. 2-9.I Permanent Survey Markers Unless othei i-wise provided in the Spe--ial Provisions, the Contractor shall be responsible for protecting all existing horizontal and vertical survey controls, monuments, ties and bench marks located within the limits of the project. If any.'Of the above require removal, relocating or resetting, the Contractor,shall, prior 'to any construction work, notify the Engineer so arrangements can be made to establi;nh sufficient temporary ' ties and -bencn marks to enable the Points to"be reset after completionof construction. -4- ..Authbrity of Board and Inspection • The Contractor shall give eta least 24.;h6urs advance notice when he or his Subcontractor will start or re9ume the work. The above notice Is,to be given `Wring working hours, exclusive of Saturday, . . •�..:k'. .' Sii�day `or -City,hol idays for the: purpose of permitting the Engineer `to make necessary assignments of his're presentati ves. • J J5. - If the Contractor elects, to work under this contract more than 8 hrs/day for more =than 40 'hrs/week, Saturday, Sunday, or City. holidays, he shall arrange with `'the Engineer 'tor."the require read ins�ecti.on service end pay the special inspection fees which will`be charged at thv foilowing rates: 4 hrs.or less/dey $ 125.00 4-hrs: to 8`hrs/day $2SO:Da VVhean ,Special Inspection is 'requ ired, the Contractor small notify the: City and ., pay inspectton.,fem 24 hours in advance.: If ,the _Contractor is direct�ed by the City.'.to work under this contract more than 8 hrs/day or more than 40 hrs/week, the Special` In!�6ection'fee're'qutrements will be waived.. Any ;work performed in conflict with said advance notice, without the presence or approval of I the Engineer, or work covered up without notice, approval or consent may be rejected or a rde red to be uncovered for examination at Contractor's expense, end shall be removed at Contractor's expense, if so ordered by the Engineer. Any unauthor;zed ar defective work, defective material or workmanship 'or any unfaithful or imperfect work that may be discovered before the final payment and final acceptance of work an all be `corrected immediately without extra charge even though it may have been overlooked in previous inspections and estimates or may have been caused due to failure to inspect the work. All authorized alterations affecting the. requirements and information given on the approved plans shall be in writing. No changes shall be made on any plan or 'drawing after the same has been approved by the Engineer, except by direction of the , Engineer in. writing. Deviations from the approved Plans, as may be required by the exigencies of constructicns will be determined in all cases by the Engineer and authorized in writing. All instructions, rulings and decisions of the Engineer shall be in writing and shall be final. and binding. on. all parties unless formal protest is made in writing and as provided in the following paragraph: If, 'the Contractor considers 'any work demanded of him to be outside the requirements of the contract, or if he considers any instruction, ruling or decision of the Engineer to be unfair, he shall within ten (10) days after any such dr:mand is made, or instruction, ruling or decisions is given, file a written_ protest kith the Engineer, stating clearly and in detail his objections and reasons therefore. Except . for such protests and objections as are made, of record, in the manner and within the time above stated, the Contractor -shall be deemed to have waived and does hereby waive all claims for extra work, damages and extensions of time an account of demands, instructions, rulings and decisions of the Engineer. _5_ Upon reccipt of any ,such protest from'.the Contractor, the Engineer ehsll mow.-`.,' review the 'dem'ind, lnat"ruction, , ruliri_g or :decision objected to end dial! promptly adhseythe"Contractors,�in;,wrlling ofnhis:,,Iris! decision, which shall be tundI"rig cm sell pe`rtles,tihless within'°the ten (10) days thereat°ter the Contractor x, shall-_fllc with the. c y Callhcil" formal `protest aga'mst said `decision `of the w Engineer. 1Tl a Cijty: Cxi°uncil;. she consider .and 'r,ander a final decision an any such'prntesk within thirty (30)`days of receipt of same. 2=1 M2 Acquirement's for Work Within'C?ther Agencies' Right-of-Way ..._.� _. ;.. -:� .�� :�- -„ � :: •:s, The Contractor shall pmRecute work on other agencies'. right=of4ay only In •the pcesencII e of' the In�gp:ector repceseritJng the agencyand any work done In ,the. absence of said Inspect'a'r will°;Abe sub jectrejection.{ The, Contractpr sltiall rn e1 the appropriate ;notification sccording-"tn the "instruction given on the enniit for all In:` actions end shall st all'bonds'end certif ications re wired.b Fv the•pihiii:t. The,'permt.t 'sh611`be acquired by the.Ci:y,1 However, the Contractor may ,,also"be required to, se cum addidanal .permits under -his own 'name, permits shell be, processed at the Contractar's expense. The Contractor ahail pay for all testing and inspections required by the permit. 2-10:3 Final Inspection Whenever the work .provided for and contemplated by the contract shall have been setisfacto'rily completed and the final cleaning performed, the Engineer will make the final inspection. A-1.4.1 Test of Meterii'ls All tests of materials furnished.by the Contractor shall be made in accordance With commonly recognized stare"dards of national crganixations, and such special methods and tests as are prescribed in the Standard Specifications. No materials shall'be used until they have been approved by the Engineer. The Contractor shall, at his expense, furnish the City, in triplicate, certified copies of all required factory and mill test reports. Any materials ,hipped. by the Contractor from-a factory or mill prior to having satisfactorily passed such testing and Inspection by a representative of the City shall not be incorporated in the work, unless the Engineer shall have notified the Contractor, in writing, that such testing and inspection will not be required. At the option of the Engineer,.the source of supply of each of the materials shall be approvCd by the Engineer before delivery Is started and before such material is used in the %vork. r The City of Huntington Beach will pay-for t`e initial soil and material tests. Any subsequent soil and materials tests deemed necessary due to the failure of initial tests will he at the Contractor's expense. -6- '6-1 1 Conti ruct16n Schedule and"Commencement of Work l rlor to therstart;of wdik.;,arrange mentsoy 11 be made for.. a meet between the Contractor and. r�ie Engineer. Ther.purpose of,this meeting Is to°coordinate the ::;sic lvltIes iaf the 7;Contractor within the tltmits of this contract, firevie;w scheduling, discuss construction methods,and clarify Inspection;procedures. sThe C'.ontractor shall submi It for approval by the Engineer; a complete schedule ' showing the`'nuir bar of working day s required to complete the project. They contracL.. time shall commence on the date shown on the "Notice to Pros which wiil'be issued by`the City. 6-2.1 2ro4ress Schedule When, in, the judgrnent of the, City, It becomes necessary, to, accelerate .:the work, 'the ,Contractor, when''ordered, shall cease work at any particular point and -concentrate his forces at. such ether point or paints as directed; and execute iuch'p:artions of his work as'may be required to enable others to hasten Mid p VA roperly engage and carry on their work. 6-8.1 Acceptance ,Should it become necessary , due to developed conditions, to occupy any portion of the work before contract Is fully completed, such occupancy shall not constitute acceptance. 6-9 Liquidated Damages Section.6-9 of the Standard Specifications for Public Works Construction shall be modified with respect to the dollar amount of damages per day. The daily sum .due per day for each consecutive calendar day in excess of the time specified for completion of the work shall be as follows: Contract Amount Daily Sum Due Per Day Contracts up to $250,000 $250 Contracts t250,001 to $500,000 $300 Contracts b500,001 to $1,000,000 $400 Contracts $11000.001 to $11500,000 $500 Contracts $1,500,001 and over $650 7-2.2.1 Longshoremen's and Harbor Workers' Compensation Act "Where Contractor has - employees to whom the Longshoremen's and Harbor Workers' Compensation Act (33 U.S.C. 901 et seq.) applies, Contractor shall, prior to performing services under this agreement, file with the Board, a certiflcate of compliance with this Act. Certificates , of compliance can be obtained from the Deputy Commissioner, Office of Workers' Compensation Programs, U. S. Deportment of Labor, ESA, P.O. Box 3327, Terminal Island, CA 90731." 7-2.3 - General Prevailing Wade Rates In accordance with the provisions 'of Section 1773 of the Labor Code, the State of California Director of the Department of Industrial Relations shall determine the general prevailing `rate of wages, applicable to the work to be One; copies of *he latest general wage rate determinations are on file at the office of the City Clerk, and the office of. the Director of Public %forks of'the City. of Huntington Beach, California. —7— 7-2.4 �Paym Records The Contractdr's attention ls'directeii to, the following provisions of Labor Code J, =� `Section. 177G`'(S its. 1978, Ch. 1249). The. Contractor shall be 'responsible 'fir eomplience with these provisions by his sUbcontracturs. a. E®ch contractor and subcontractor shall'keep en accurate payroll ':record, showing the name, address, social' security 'number, work clessificatlon, straig ht Rtime and. overtime ,hours vmrked each day. and week, and the actual 'per diem wages 'pefd to, each journeyman, apprentice, worker, or other employee employed by him or her In connection with the public work. b. The payrnli'records enumerated under subdivision (a) shall be certified,an'd shall be available 'for inspection„at all reasonable hours at the principal of f ice of the contractor on the following basis: 1. A '"certified capy of ,.an employee's payroll record shall be made available for inspection or furnished to such employee or his or her euthorized representative on request. 2. A certified copy of all payroll records enumerated in subdivision (a) shall.be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor, Standards Enforcement and the Division of Apprenticeship Standards of the Department of Industrial Relations. 3. A certified copy of all payroll records enumerated in subdivision (a) shall be .mcde available upon request to the public for inspection or copies thereof made; provided, however, that a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. The public shall not be given access to such records at the principal office of the contractor. C. Each contractor shall file a certified copy of the records enumerated in subdi vision (a) with the entity that requested such records within 10 days of to r receipt of a written request. d. Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the D.i.vision of Apprenticeship Standa rds .or the Division of Labor t n&.rds Enforcement shad be marked or obliterated in such a manner as to prevent disclosure of en indi vidual's name, address and social security number. The name and•oddress of they contractor awarded the contract or performing the contract shall not be marked or obliterated. e. ..The contractor shall inform the body awarding the contract of the . location of the retards enumerated under subdivision (a), including the street address, city and county, and shall, within five working days, provide a notice of a Change of location and address. —8— f. In `the event of noncompliance with"the requirements of this section, the m contractor shall have 10 days in'which to comply subsequent to. receipt,of wrttten"noticeispecify ing In what respects such contractor must comply wi h'this section. Should noncompliance still'be evident `after such 10- ey► perlod, the contractor shell,, as a penalty to .the state or political arutialvision on whose behalf the contract Is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each`.worker, until strict compliance is e. fcctuated. Upon`the request,of the Division of Apprenticeship Standards or the Division of Labor Standards. Enforcement, such penalties shall be withheld from progress 'pay ments then'due. 7-3.1 Public Liability and Property Damage Insurance The Contractor shall:;furnish to the City and maintain during the life of the contract.i a. public liagility Insurance policy in which the City Is ,named as an ed&doinal Insured. The Contractor . shall also hold harmless the City, its officers antl employees while acting within the Scope of their duties, against. all claims arising "out of or in connection with the work to be performed. The policy shall provide for not less then the following amounts: Combined Single Lirnit`Bodily Injury and/or Property Damage Including Products Liability: $1,000,000 Combined single limit per occurrence. Such policy shall provide coverage at least as broad as that provided in the Standard Form approved by the National Bureau of Casualty Underwriters together with such endorsements as are required to cover the risks Involved. The Contractor shall arrange for the policies to be so conditioned as to cover the performance of "Extra Work", should such work become necessary. Prior to the commencement of work under. the contract, evidence of insurance shall be furnished on a. form provided by the City (see Attachment B), and no other form will be accepted. In addition, the Contractor shall furnish evidence of a commitment by the insurance company to notify the City of the expiration or cancellation of any of the insurance policies required hereunder not less than 30 days before arry change in coverage, expiration or cancellation is effective. The Contractor shall also show proof of Workers' Compensation coverage or a valid certificate of self-insurance. 7-5.1 Permits and Licenses Except as otherwise specified in the Special Provisions, the Contractor shall procure all permits and licenses; pay all charges and fees and give all notices necessary and,incident to the due and lawful prosecution of the work. These permits and licenses shall be obtained in sufficient time to prevent delays to the work. In the event that the agency has obtained permits, licenses or other authorizations applicable to the work, the Contractor. shall comply with the provisions of said permits, licenses and other authorizations. The Contractor shall obtain from the State of California, the Industrial Safety Permit required for the various construction items.. _9_ t 7-6.1 The Contractor's Rep'sent ati ve Contractor rhnll also'Me: with��the Engineer, the address and telephone nurnbecs where he or his designated representative may be' reached during hours when the i, rk is not In,FrogYress. Instructions and �nformetion given by the Engineer . to._the Contractor's authorized representative In person, at the oddreS5 or telep ne;ri�,irnbete ttlrci In accordance with this section shall be considered as having been given the Contractor. 7-6.2 Supenntendeynce r 'Whenever the Contractor is not present on ,any part of the work where the City desires t,o rgive dre-ction, orders will be given by the Director in writing, and shall be re:ceiyed,fand'obeyed by the Contractor's superintendent or foreman in charge of the particular work'in reference to which orders are given. 7-8:1 Cleanw and Dust Contibl All surplus materials small be removed from the aite immediately after completion of'the work causing the surplus materials. Unless the construction dictates otherwise, and unless otherwise approved by the . Engineer, the Contractor shall furnish and operate a sea-loading motor sweeper with spray nozzle at least once each working day to Iceep paved areas acceptably clean whenever construction, Including restoration is incompl%te. 7-8.5.1 Use of City Water System The Contractor shall make arrangements with the City of N.:,tingtor, Beach Water Department for requirements, location of source and payment prior to the taking of any water from the City system. 7-8.7 Noise: Control If the construction site is located adjacent to a reridential area, the Contractor shall take all necessary steps to limit the amount of noise emitting from construction equipment used In addition, working hours shall be :-estricted to between the hours of 7:00 AM to 6-00 PM. 7-8.8 Flow and Accept ante of Water Storm, surface and possibly ground or other water may be encountered at various times and locations hiring the work. Such waters may interfere with the Contractor's operations and may cause damage to adjacent or dowrmt re tm private and/or public property by flooding or lateral erosion if not prvcr rly controlled by the Contractor and the Contractor acknowledges that his bi _ ias prepared accordingly. The Contractor, by submitting a bid, assumes all of .raid ri sk. The Contractor shall cc.nduct his operations In such a manner that storm or other waters may procer:d without diversion or obstruction along exlsjIng street and drainage courses. Drainage of water from existing catch basins shall be maintained at all times. Diversion of water for short reaches to protect construction in progress will be permitted if public or`private properties are not damaged or, In the opinion of the Engineer, are not subject to the probability of damage. The Contractor shall obtain written permission from the applicable public agency or property owner before any diversion of water will be permitted by the Engineer. In the course of water control,- the Contractor shall conduct construction operations to protect waters from pollution with fuels, oils, bitumens or other harmful materials. -- 7-8.9 Erosion Control The Contractor shall submit a written plan specifying methods to control erosion due to the construction activities of the project. This plan shall be submitted for approval to the Director no later than five (5) days after the opening of bids. 74. 10 California keamnal Water Quality Control Board permit If a California Reg-ona'. Watar Qua ity ConL o, Boacd Permit is requited, it vi l ! be obtained by the City. 7-! 0. 1. 1 Traffic and Ac=ess P10 full closures will be permitted. Cd.,licnt lane closures will be permitted with arior aooroval or the Engineer nrovioeo flaomen are availaole for control of vehicle movements. Closures are limitec to between 9:00 AIM and 3:00 ► Y, Safety precautions shall conform to Section 65-!.07 of State Standard Specifications and :here Special Provisicns. Aoolicaole sections or California A.dminist:ative Code. Title 8, concerning electrical and const:-uct!on safety stands;cs and practices, snail be adhered to and enforcad :71 the 'Contractor. Contmctar di611 "require that an approved safety vest be worn'by all personnel who a' 'm'working et this project si*te. .Any worker without a vest may"be'o rde red off the job t., the Insp 'ctor until such apparel is acqulred. Questions es to pp aroved vests shall be directed to the Engineer. , . The 'Contractor .shall provide for and. maintain provisions for public ,traffic through`'the construction area at all times. Unless otherwise specif led In these Special��Provisions, work shall be In accordance. with Sections 4-1.04, 7,-108 through 7-1.95 inclusive, 15-1.02 through 15-2.05E inclUsive, of .the State Department of Transportation, Standard Specifications, and as provided for in Title 8 of State of Californla, NphArient of Industrial Relations, Construction Safety ,Orders, and Chapter 12.24, "Warning Lights -- Barricades" of the Huntington Beach Municipal Code. The Inspector may require additional devices to control traffic as traffic and construction conditions require. The Inspector' may stop 'nark at the job si to until the required safety and traffic control devices are put in place by"the Contractor. The cost for ads clonal safety and traffic control devices shall be included in the unit price or lump sum prices bid for the., job and no additional compensation will be allowed therefore. Ouestions,.pertaining to construction, warning signs and devices shall be directed to the Engineer. Prior to the beginning of work, the Contractor shall present to the City a detour plan pertaining to any detour(s) he feels will be required to properly prosecute the work. The detour plans, when accepted by the City, shall become the official docurnent upon which detour(s) !hall be put in place and maintained when required. Any detour which will last longer than three calendar days shall be delineated by removing the existing striping and legends on the pavement by sandblasting and placing new striping and legends as may be appropriate to accommodate the detour. Upon 'completion of the work and the restoration of the road surface to its final condition, the detour striping shall be removed by sandblasting by the Cont.-actor an4 the original striping replaced. Cost for removal and replacement of detour striping shall be included in the other items bid for the work and no additional compensation will be allowed therefor. The Contractor's attention is specifically directed to F SMC Section 12.24, "blaming Lights - Barricades", pertaining to the use of barricades and lights in excavation areas. Flashing barricades will be allowed as a substitute for 'lights" as described in that section. 7A0. 1.2 Safety-Precautions, Tire Contractor shall provide for and maintain provisions for public traffic through the construction area at all times. Unless otherwise specified in these Special Provisions, work shall be in accordance with Sections 4-1,04, 7-1.08 through 7-1.95 inclusive, 15-1.02 through 15-2.05E inclusive, of the State Department of Transportation, Standard Spi.cifWations, and as provided for in Title 8 of State of California, Department of Industrial Relations, Construction Safety Orders, and Chapter 1224, 'Warning Lights -- Barricades" of the Huntington Beach Municipal Code. -12- The *ector may require .additional devices as traffic and constructlon conditions require:. Questions as to construction warning signs and devices ahiAll be directed to the Engineer. Contractor thaI- require that an approved safety vest be worn by all personnel w o are working at this project site. Any worker without a vest may br. ordered off the job by the Inspector until such apparel Is acquired. Guesti6m as to approved vests shall be cfimctad'to the Engineer. Applicable sections of California. Administrative Code, Title 6, concerning electrical and construction safety standaHs and practices, shall be adhered to and enforced by the Contractor. 7-10.3 Barricades All . barricading :ball comply with the provisions of the Manual on Uniform Traffic Control Devices - 1975, as amended. 7-1 C.5 Water Main Shut Down When a City water main or service is to be shut down, the affected residents shall be notified by the Contractor at least 24 hours in advance of the shut down. The Contractor shall proceed with the water facilities work In an expedient manner until the water lines are in service. If water se rvica. to residents is distvpted for more than 4 hours, the Contactor shall provide temporary water service to the residents. The cost shall be included in the of he r items bid. 7-15 Registration of Contractor Prior to the award of contract, the Contractor shall be licensed in accordance with the provisions or Article 1 to 9 inclusive of Chapter 9, Division 3 of the Business and Progessions Code of the State of California and Amendments thereof, providing for the registration of Contractors, and defining the term Contractor, providing a method of obtaining license%, to engage in the business of contracting and fixing the fees for such licenses; end prescribing the punishment for violation of provisiais thereof, as amended 9-3. 1.2 Payment General t Payment for the furnishing of. all labor, materials and equipment necessary to perform all work indicated on the pians and described in these specification and Special Provisions shall be Included in the: contract unit paces bid for the items listed on the Proposal, and no additional compensation will be allowed. Compensation for items of work shown or described, but not listed an the proposai, will be considered to be included in the prices bid for listed items. Nan-lined items to be included in the unit. prices bid for various items listed on the pr:pcsal consist of, but are not limitee to, the following —1,3-- r t. Waten g and dewate,ing. Z. Beckf ill, campectlan!en disposal of surplu, material. 3. Main aIning public uti1Ity facilities. h. Miscellaneous removals. 5. ;Trench resiurfacIng., b. Gc+rxirel flnletiingand clean-up. 7. Barricadling, traffic control, and temporary striping- S. Rest6ring private property improvements. 9. Potholing utilities. 9-3.2.1 Progress Payments The City shall,, once in each month, cause an estimrite in writing to be made by the Engineer of the total amount of work done tend the .acceptable materials furnished and delivered by the Contractor to the job site and not used as of the time of such estimate end the value thereof. The City shall retain money In the amount of ten percent (! 0% ) of the progress payment unless approval .of Engineer for greater percent of such estimated value .'of the work. done Is obtained. The City shall retain money in the amount of fifty percent (50%) of k. the value of the materials so estimated to have been furnished and delivered and unused, provided the materials were fabricated specifically for the project. No payment will be made for standard stock items that have not been incorporated in the work. The City shall monthly pay to the Contractor while performing the work, the progress payment balance, after deducting therefrom ell previous payments and all Burns to be kept or retained undrr the provisions of the contract. No estimate or payment shall be required to be made when in the judgment of the Engineer, the work is not procr.eding in accordance with the provisions of the contractor when in his judgment the total value of the wark done since the last estimate amounts to less than three hundred dollars ($300). At the request and expense of the contractor, substitution of securities for any monies withheld by the City to insure performance under the contract shall be permitted in accordance with provisions of the California Government Cade, Section 4590. 9.3.2.2 Final PaXment The Engineer shall, efter completion of the contract, make a final estimate of the amount of work done thereunder and the value of such work, and the City of Hintington Beach shall pay the entire sum found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the contract. All prior partial estimates and payments shall be subject td correction in the final estimates and payment. The final payment shall not be due and payable until aftet the expiration of thirty-five (35) days from the date of recording a Notice of Completion. It is mutually agreed between the parties W the contract that no certificate given or paymer-4s made under the contract, except the final certificate of final payment, shall be evidence of the performance of the contract, either wholly or in part, against any claim of the party of the first part, and no payment.shall be construed to be an acceptance of any defective work or unacceptable materials. —14— f Section 10 Prop 'Sal- Repulte`ments I0-1 Examination of Plans, Stsndatti Specifications,- Special Provisions and Site of Work The'bidder shall examine carefully the site of the,.work contemplated and the proposal, plans, sQecifications,and contract forms therefore. It will be assumed that the bidder has investigated and is satisfied as to the general and local ccr cfi tions to be encountered; as to the character, quality and quantities of the work to be performed and materials to be furnished; as to the character of equipment and facilities needed p7eliminary to and during the prosecution of the Work; and as to the requirements of these apecif icatlons. It is mutually agreed that submission of a proposal shall: be cor-% idered prime facie evidence L•hat tte bidder has made such examination. No verbal agreement or conversation with any officer, agent or employee of the City either before or after the execution of this contract shall effect or modify any of the terms or obligations herein contained. 10 2 Proposal Form All Proposals must be made upcxn blank forms to be obtained from the office of the Director of Public Works at the Civic Center, Huntington Beach, California. The Bidder shall submit his Proposal on the form furnished him. Proposals submitted on forms other than the one issued to the Bidder will be disregarded. All Proposals must give the prices proposed both in words and nu -nbem, of which words will prevail over numbers, and must be signed by the Bidder v lth Ns address and telephone number. If the Proposal is made by sn individual, firm or partnership, name, post office address and tdephone number must be shown. If made by a corporation, the Proposal must show the ame of the state under whore laws the airporation was formed, and the names, title, and business addresses and telephone numbers of the President, Secretary and Treasurer. 10-3 Proposal Bid Bond All bids shall be presented under sealed cover and shall be accompanied by cash, a cashier's check, certif ied check, -r bidder's bond made payable to the City of Huntington Beach, for an Amount equal to at least ten percent (10% ) of the amount of said bid, and no bid will be considered unless such cad-1, cashier's check, certified check, or bidder's band is enclosed therewith. 10-4 Withdrawal of Proposals • Any bid may be withdrawn at any time prior to the hour fixed in the Notice To Contractors for the opening of bids, provideo that a request in writing, executed by the Bidder or his duly authorized representative, for the Withdrawal of such bid, is filed with the City Clerk. The withdrawal of a bid shall not prejudice them righr• of a Bidder to file a new bid. ..15.. n 1 a-5 Public Opia6ing of Phop©sdls Proposals w01 be opened and read publicly at the time and place Indicated 'In the Notice To Contractors. Bidders or their authorized agents are Invited to be Present. 10-6 Rejection of Proposals Containing adterations,_Erasures or Irregulari ties Proposals may be rejected if they show any alterations of form, additions not called 1' r, condtional or alternative bids, lncomplete bids, erasures, or Irregularities of any kind Any mistakes and their subsequent corrections shall be Initialed by the Bidder. The right Is reserved to 'reject any or all Proposals. 10-7 Disgualif ication of Bidders More than one proposal from an individual, n.firm, a partnership, a corporation, or an as.-sociation und--r the same or different names will not be conttidered. Reasonable ground for believing that any Bidder is Interested in more than one Proposal for the work contemplated will cause the rejection of all Proposals In tiihich :such bidder is interested. If there is reason for believing that collusion exists among any or all bidders, any or all Proposals may be rejected. Proposals ' in which the prices obviously are. unbalanced may be rejected. r• 85-0109 SPECIAL PROVISIONS The , following additions are made to Parts 2 , 3 and 4 of the Standard Specifications . lr there is a conflict between these additions and the Standard Specifications , these additions shall have precedence . Additional specifications are included in Part 3 Section C for Items of work not covered in the Standard Specifications . PART 2 CONSTRUCTION MATERIALS Where applicable , alternative materials specified in Part 4 of the Standard Specifications shall be used . 211-2 . 1 LABORATORY MAXIMUM DENSITY The maximum dry density shall be established in accordance with test method ASTM D1557 or California Test Method 0216 . 211- 2 . 3 RELATIVE COMPACTION Wherever relative compaction is specified to be determined by Test Method No . California 216 , the relative compaction will be determined by Test Method No . California 216 or 231 . The area , as stated in Test Method No . California 231 , may be represented by one or mcre individual test mites . 211-3 SAND EQUIVALENT TEST Evaluation of gradation and sand equivalent test results shall . conform to the provisions of Subsection 400-1-4 . The gradation and sand equivalent requirements of Subsections 200-2 . 2 , 200-2 . 4 , 100-2 . 5 , 2001-2 . 6 shall be the moving average requirements . Individual test requirements for gradation and sand equivalent shall be as determined by the Engineer . 17 PART 3 CONSTRUCTION METHODS A. General Description of Work TFe work to be 'done, in general , consists of: construction of a parking lot and boat dock including dredging, earthwork for parking lot, asphalt concrete pavement, concrete curb and gutter and sidewalk, rip rap shore protection, prestressed concrete guide piles, floating dock, aluninum gangway; fire hydrant, baffle box drainage structure and outlet pipe, and striping. B. Additions to Standard Specifications 300-1 . 2 PRESERVATION OF PROPERTY f The contractor shall protect in place (as possible) any shrub, 'bush, or tree adjacent to or directly threatened by intended construction. Should removal seem necessary, the Contractor shall first contact the Engineer so that a qualified inspector can judge its possible protection, salvage, and/or relocation. 300-1 . 3. 1 REMOVAL AND DISPOSAL OF MATERIALS ( GENERAL) No burning will be permitted. 300-1 . 3. 1 (a) HAULING OF MATERIALS In order to protect the City streets from deterioration due to hauling of materials, the contractor shall submit (prior to pre-job meeting) for approval, a proposed route for the hauling of materials for disposa ) . Upon approval , the Contractor shall strictly adhere to that route only, unless written permission is obtained to change the route. 300-2. 6. 1 DISPOSAL SITE Any nonorganic material removed from the project site, asphalt, concrete, etc. , may be disposed of at no cost at the City 's landfill operation located at Gothard Street and Taloert Avenue. Dredged material removed from the channel shall not be transported to a disposal site until the City oetermines that the material is sufficiently dry. The Contractor shall be responsible to obtain from the City a Permission to Dump form and shall provide his drivers with proper identification to be presented at the landfill operation. 300-2. 9 PAYMENT FOR SURPLUS MATERIAL Payment for excess material such as broken asphalt, aggregate Dase, broken concrete, clean soil, F.tc. , shall be included in the clearing and grubbing item. 301-2 UNTREATED BASE MATERIALS Section 1 . Materials Untreated base materials shall meet the requirements of Section 400 and these Special Provisions . In-lieu of the second sentence of Section 200-2 . 4 . 1 . at least 65 percent , by weight , of the material retained on ' the No . 4 ©ieve sball be crushed particles as determined by Test Method No . California 205 . Evaluation of gradation and sand equivalent test results shall conform to the provisions of Subsections 4400-.1 . 4 . The gradation and sand equivalent requirements of Subsections 200-2 . 3 , 200-2 . 4 , 200-2 . 5 , and 200--2 . 6 shall be the moving average requirements . Individual test requirements for gradation and sand equivalent shall be as determined by the EMA-Materials Lab . Section II . General Provisions Add to Subsection 301 . 2 . 1 , "General" , the following : Untreated base material for pavement , cross gutters , spandrels , and similar types of improvements , shall be constructed of material as specified herein. The material grading shall be either Coarse or Fine as specified in Subsection 200-2 . 4 . 2 , "Grading" , of the Standard Specifications , at the option of the Contractor . Changes from one grading to another shall not be made during the progress of the work , unless permitted by the Engineer . Revise Subsection 301-2 . 2 , "Spreading" , as follows : Delete the last two sentences in paragraph 2 and add the following : At the time untreated base material is spread , it may have a moisture content sufficient to obtain the required compaction. Such moisture shall be uniformly distributed throughout the material . Tailgate spreading by dump trucks will not be permitted except for spot dumping and in areas not readily accessible to spreading equipment . 302-5 ASPHALT CONCRETE Section I . Materials Asphalt concrete shall meet the requirements of Section 400 and these Special Provisions . 19 Coarse aggregate shall consist of material of which at least 75% by weight shall . be crushed particles in lieu of the requirements of Section 400--4 . 2 . 3 . The viscosity grade of paving asphalt shall be AR 4000 . The. ..exact proportions of aggregate a}nd the amount 'of; asphalt binder for each type of mixture shall be regulated as directed by the_ Engineer . However, _ as a general 'guideline, the required asphalt content for asphalt concrete mix designs will be as follows : R :.y,5:... rterial Highways 3/4 " ( III-B-2 ) Base Course 5 . 4% 1/2" ( III-C-3 ) Surface Course 5 . 8% :.c= ;:u Non-Arterial Streets �/4 " ( III-B-3 ) Base Course 5 . 7% 1/12" ( III-C-3 ) Ease & Surface Course 6 . 0% The sand equivalent and Stabilometer--Value ( 5-Value) requirements of Subsection 400•-4 . 3 shall be the moving average requirements . Individual test requirements for sand equivalent and S-Value ' shall be as determined by the EMA-Materials Lab , Section II General Provisions Add to Subsection 302-5 . 3 , "General" , the following : If the finished surface of the asphalt concrete does not meet the specified surface tolerances , it shall be brought within tolerances by either ( 1 ) abrasive grinding ( followed by fog seal coat on the areas which have been ground) , ( 2 ) placing an overlay of asphalt concrete , or ( 3 ) removal and replacement . The method shall be selected by the Engineer . Delete Subsection 302-5 . 2 , "Prime Coat" ,' and substitute the following: When specified , a prime coat consisting of Grade MC--250 liquid asphalt shall , be applied to the surface of the prepared base or subbase prior to placing asphalt concrete at a rate between 0 . 10 and 0 . 25 gallon per square yard . Modify Subsection 302-5 . 3 , "Tack Coat" as follows : A tack coat of SS-lh type emulsified asphalt ,where stipulated on the plans and specifications or required by the Engineer , shall be applied in accordance with Subsection 302-5 . 3 . AR 1000 paving asphalt may be used only when approved by the Engineer . AR 1000 paving asphalt , when approved , shall be spread in accordance with provisions of Section 203-1 . 20 Add to Subsection 302-5 . 4 , "Distribution and Spreading" , the following : Asphalt concrete shall be spread and compacted with a self.- propelled asphalt paving machine capable,, of spreading and .vibrating a width of 12 feet , or by other .equipment rAlth prior approval of the Engineer . Tarpaulins shall be used to cover all loads when directr:ci by the Engineer . The top layer of asphalt concrete .shall not exceed 0 . 10-foot in compacted thickness . Each lane of the top layer, once commenced , shall be placed without interruption. All screed extensions for paving machines shall be provided with a tamper , roller Gr other suitable compacting devices . Add to Subsection 302-5 . 5 , "Rolling" , the following: Three-wheeled rollers as specified in Subsection 302-5 . 5 . 1 shall not be permitted . Pneumatic rollers shall he required on lower layers only. Initial breakdown compaction shall consist of a minimum of three ( 3 ) coverages of a layer of asphalt mixture . A pass shall be a movement of a roller in both directions over the same path . A coverage shall consist of as many passes as are necessary to cover the entire width being paved . Overlap without displacement of material in accordance with good rolling practice , shall be considered to be part of the coverage being made and not part of a subsequent coverage . Each coverage shall be completed before subsequent coverages are started . The final or surface layer of asphalt concrete shall not be : laced until all on-site improvements have been completed, Including all grading , and until all unacceptable concrete Is removed and replaced at the direction of the Engineer . Modify Subsection 302-5 . 8 "Measurement and Payment" as follows : Payment for asphalt concrete shall also include prime coat , tack coat and seal coat as required . All permanent asphalt concrete except asphalt concrete berm shall be included in the bid item for asphalt concrete . 305-1 . 1 CONCRETE PILES Furnishing and installing the concrete guide piles shall conform to the requirements on the Drawinga and section 305 of the Standard Specifications . 21 y r ti {r I Guard Rail Timber poles used • - . • • - - r new and ,.Of a uniform • • i r • length. • - - r poles will n• be permitted. Timber poles be treatedas indicated on . the � !r drawings • in SectionI of wa • Specifications. i ,rh . 1 . b L � IF Q . 1 � 22 IAL 1 v 1 t �,.• rr _ r■ F +i ` L ,� , •■ I• ., y •, _ yr■ Ir jt +. � - {>,-.1. ,..N' to .,• .: - ..:-. ,, ,i,. .. ..,.'kTt. ._. . .; !':. :. q',M. 350--5 :'6 ,PAINTING TRAFFIC , STRIPING , PAVEMENT MARKINGS AND CURB MARKINGS The. .Contractor shall . be.. responsible :for the ,placement of all required temporary . pavement striping and markings and t.he . removal .,.,. of those existing stripes and markings In order for the com- pletion of re4iiired temporary striping. The ; :Contractor shall. replsce. all pavement markings (painted and raided) destroyed during construction and coordiratrr the work with :he -'City. ^, Contractor shall ;submit a detour and barricading plan r'orty-right ( fie ) hours in advance of any work for traffic engineering approval . All striping furnished by the Contractor shall be Inspected by traffic engineering personnel for. approval . 310-5 . 6 . 1 PAVEMENT MARKINGS , REMOVALS Traffic stripes shall be removed before any change is made in the traffic . pattern. Removal. shall be coordinated with the Installation,., of new pavement markings to provide continuous , no`ncoiinf 1 icting guidance to public traffic . All striping to be removed shall be sandblasted . 310--5 . 6 . 4 PAVEMENT MARKINGS , STANDARDS All pavement markings shall conform to the standards of the applicable portions of the State of California, Department of Transportation Maintenance Manual , Chapter XVI , "Pavement De- lineation" as amended . 310-5 . 8 . 1 PAVEMENT MARKERS Pavement markers shall conform zo the provision in Sect on 85 , "Pavement Markers" , of the State Standard Specifications and these Special Provisions . Pavement Markers shall be placed to the line established by the Engineer , which will consist of temporary painted line , one for each 'direction of travel . All additional work necessary to establish satisfactory lines for markers shall be performed by the Contractor , including correction of minor irregularities In the line established by * the Engineer . . 310-5 . 8 . 2 REMOVE RAISED ?AVEMENT MARKERS Existing pavement markers , when no longer required for traffic lane delineation as directed by the Engineers shall be removed and disposed of prior to capping . During the removal of ceramic type pavement markers , screens or 23 other pro tective. devices shall be furnished to contain any fragments as provided for in Section 7-1 . 09, "Public Safetgw.- of the CalTrans Standard Specifications. All fragments. resulting from the removal of pavement markers shall be removed from the pavement surface before the lane or lanes are opened to public traffic. _22-6 LABORATORY Testing:. shall be performed by the O. C.E.M.A. Material Laboratory. , C Items of Work Not Covered in the standard Specifications FLOATING DOCK SYSTEM - 1 GENERAL A. This Section is for the fabrication and installation of the floating Idock system. This system shall be complete and include pontoons, decking, framing, mooring cleats, and bumper strips. b. All work shall conform to the shop drawings approved by the Engineer. Construction details, finishing details and colors of the completed floating dock system shall be consistent throughcut. c. Dock system which is proposed shall be furnished by a firm having a minimum of five (5) years experience in the manufacturing and installation of similar type units. d. The dock system including all components of the system shall be designed for a twenty year life expectancy. Each component shall carry an unconditional warranty for two (2) years after project acceptance. 2 SUBMITTALS Prior to the start of construction or fabrication,' the Contractor shall submit shop drawings for review and approval by the Engineer and the State Department of Boating and Waterways. 24 t. 3 MATERIALS a. Miscellaneous Metal 1 . All fabzsicated and miscellaneous- steel shall . ,.,con- form to ASTM A :36 Arid shall be hot dip 'galvanized after fzbricatlon in accordance -with ASTM A 123 . 2 . All screws , bolts , nuts and lock washers shall conform to ASTM A 307 and 'be hot-dip galvanized in accordance with ASTM A 153 . . Flat washers shall comply with the requirements of ANSI B 27 . 2 and be galvan'i ed in accordance with ASTM A 153 . b . Wood 1 . Timbers : All timber shall be stress-rated Pacific Coast Douglas Fir ,. S4S , No ., 1 . Timber shall .be identified by the "rade mark of a WCLB association or independent inspe►ctioin agency using the specific grading requirements of the association. Such association or . independent inspection agency shall be certified by the Board of Review, American Lumber Standards Committee , to grade the species used. Fabrication of timbers shall be as complete as practicable before preservative treat- ment . Preservative treat timber in accordance with AWPB LP-44 with pentachlorophenol ( type A) mixture to a minimum retention of 0 . 5 pcf . . Mar- king of treated wood is not required ; however , the treater shall provide certification of mat- erial used and retention rate . 2 . Glued Laminated Wood Timber : All glued laminated wood timber s:;all be Douglas Fir Symbol 24F-V4 as described In Table A-1 , publication 117-79 - Design of the American Institute of Timber Construction and shall be. identified by the 'grade mark of a recognized association or independent Inspection agency using the specific grading requirements of the association recognized as covering the species used . Such association or independent inspection agency shall be certified by the Board of Review, American Lumber Standards Committee , to grade the species used . Fabrication of timbers shall be as complete as practicable before preservative treatment . Adhesives shall conform to ASTM D 2559 . . Preservatives shall conform to AWPB LP-22 with chromated copper arsen- ate-B ( CCA-B) mixture to a minimum retention of 0 . 4 pcf . Marking of treated wood is not required; however , the treater shall provide certification of material used and retention rate . 25 3. Field -cuts and .-holes shall be treated in accordance with AWPA M--4 . c. Rubber/Plastic 1 . Pontoon shells shall be ma'nufa'cured from either r, high densit � ..polyethylene ,. or cross--1 inY.ea � of yeh yylene �: ma feria l 'conforming to;. ASTMpD r1�248 y1th :a._ minimum 4 of a'2$ "crbon loading. .. The.4 polyethylene�,shall bey black in color and haye;ra.a minimum wall .thickness of.. 0. 02. s; Pontoons: shal'I.r,.f,be rota tional l y molded. Vacuum. formed :ppontoons will, .., not be acceptable. ;., Pontoons manufactured from;j,.i; polyethylene shall::,,= be filled:. wi th...- a block of one-pound.�er-cuThe -'foot, densi tyy expanded--polystyrene. foam. pontoon. shall carry an unconditional warranty for two (2) years after project acceptance. 2. 'Bumper strip ;Y shal'L. , ,be extruded,:, .; . of non=marking,: non-yellowin , marsne.;j,,�grade viny'I. Each, ! strip F;�shal� have. a minimum Kbei ht of, 43;:: inches and , a minimum wei"ght.;;of 0..'8 pounds per lineal . foot., ..,,,,_. Outside ,corners shall - be . .. protected _ with corner bumpers molded:,of . te same material: as th-e bumper strip and. have a minimum wezghtsof 1•-3/4 pounds each. The bumper stri and corner bumper shall ; ¢e a ual to "Henderson Heavy Bumper Strips ' I em No. ' 302 and "Corner Bumper ' Item No.. 304 , all as supplied by Henderson Marine Supply, Richmond, CA or equal. The bumper strip and corner bumper shall be installed with large head 2" long aluminum nails LS 263-64 in accordance with standards set by the U.S. Department of Commerce. Nail shank shall bg .ggri or screw type. Nailing shall be at 4 ' O.Cp on both top and side of floats. d. Guide Pile Rollers Guide pile rollers shall be equal. to the Suoer Pile Roller, Item No. 611 , Henderson Martine Su ply---Richmond, CA or equal . The roller material shall be ultra high molecular weigght plastic with a solid stainless steel Type 304 anxle and supported by galvanized steel mounting bracket. e. Mooring Cleats Mooring cleats shall be galvanized cast iron and shall be equal to Henderson marine Supply Item 504 , Heavy Ship Cleat. Sizes are indicated on the plans. 26 4 . INSTALL'ATION a. Decking ehall 'be a continuous non-skid surface . b. All bolts with nuts bearing upon timber shall have malleable iron washers . C . Floating;`docks shall be designed ,to withstand a minimum live load of 20 pounds per square foot . * Freeboard shall not. exceed 20 inches nor be less than 8 inches under any loading conditions . Also, at no time shall any . framing , . member come in contact with water under design loading conditions . d. Floating docks. shall be 'designed to withstand wind, wave , current and impact loading that may reasonably be expected to occur during the life of the structure as a result of the docks location or exposure . C . Where 'the dock must support a gangway, special atten- tlon„must be given to insure that adequate floatation is provided to support the dead and live loads of both the float and the gangway. 5 . MEASUREMENT AND PAYMENT The floating dock shall be paid for at the unit price per square foot of deck area ; including fillet areas . ALUMINUM GANGWAY 1 GENERAL a . Work for the fabrication and installation of the gangways shall conform to applicable requirements of Section 304 , METAL FABRICATION AND CONSTRUCTION of Standard Specifications . b. Shop drawings and calculations shall be submitted and approved by Engineer prior to fabrication or Installation . 2 MATERIALS a . Structural members : Framing shall be fabricated of 6061-T6 aluminum alloy structural shapes conforming to ASTM ' s B 205 , B 221 and B 308 . b. Cleats : Cleats shall be fabricated of 6061-T6 aluminum alloy bars conforming to ASTM B 221 . Each cleat shall 27 II J be 114 inch x I inch for the full width of the gangway and installed at 12" on center. c. Handrail : Handrail shall be fabricated of 6061-T6 aluminum pipe and tubing conforming to ASTM B 429. d. Hinge 'Bearing Plates and Apron: The hinge bearing plates and apron components shall be completely fabricated from 6061-T6 aluminum alloy conforming to ASTM 's B2091 B 221 and B308. e. Fasteners: All bolts, screws, nuts and washers shall be manufactured from either 2024-T4 or 6061-T6 aluminum alloy conforming to ASTM B 209. f. Wheels: Gangway wheels shall have an aluminum wheel with sealed roller bearings and a polyurethane thread. The wheel shall be sized to withstand the design loads. g. Wood: Wood shall be stress-rated Pacific Coast Douglas Fir, Structural No. IS4S. Timber shall be identified by the grade mark of WCLB. Fabrication of timbers shall be as complete as practicable before preservation treatment . Preservative treat timber in accordance wit!: AitiPB LP-44 with pentachlorophenol ( type A) mixture to a minimum retention of 0. 5 pcf. Marking of treated wood not required but treated shall provide certification of material used and retention rate. h. Field cuts and holes shall be treated in accordance wi to AWPA M-4 . 1 . Shop drawings shall be submitted and approved by Engineer prior to fabrication or installation. 3 CONSTRUCTION a. General : Aluminum gangways shall be Hallsten Supply Co. , Sacramento, CA or equal . b. All welding required in the fabrication of these gangways shall comply with the provisions of the Structural Welding Code: Aluminum ANSI-SWS D 1 . 2 (latest edition) . All aluminum gangways shall be subject to testing according to the above specifications. The Engineer has the right to test any gangway or part of gangway he determines necessary to insure that it meets the requirements of the specifications. All welding procedures snail be submitted to the Engineer and approved by him in 28 writing prior to use on the gangways. Gangways shall be fabricated only by certified welders, and welder certifications shall be submitted to the Engineer prior to start of fabrications. All inspection and testing required by the Engineer on aluminum gangways will be `paid for by the contractor. The 'costs of welding procedure approvals and welder certifications will be paid for by the welding contractors. is is recommended that Industrial Testing International Inc. (or an equal) at 11295 Sunrise Gol a Circle.. Rancho Cordova , CA 95670, (916) 635-3294 be utilized for testing. C. Direct contact between aluminum and dissimilar metals and concrete surfaces shall not be permitted. Dielectric fiber gaskets and/or sleeves shall be used to isolate the aluminum from these materials. d. Handrails snail be provided on both sides of gangway, with heights of 42 " minimum or 45 : maximum. e. The minimum walkway clearance of the gangway, inside of the handrails, shall be four (4 ) feet. 28-A f . The handrail shall be designed to. prevent . a nine inch sphere from being passed through any opening . g. The . gangway: shall support a uniform live load of 40 pounds per square foot . h. The completed gangway ,.shall have a uniform finlsh._ ..and all . exposed surfaces and welds shall be ground smooth. After fabrication, the 'gangway shall receive . , the following paint system using Dunn-Edwards ( or equal ) materials and instructions : Pretreatment - Vinyl wash pretreatment 42-36 . 1st Coat - Zinc Chromate Primer 42-6 Yellow, applied within 4 hours after vinyl wash to a minimum wet film thickness of 2 . 7 mils . 2nd Coat - Loc Kote 42-23 , applied to a minimaum wet film thickness of 3 . 2 mils . 3rd Coat - Endurasheen, semi-gloss. enamel , 39 - series , applied to a minimum wet film thickness of 3 . 2 mils . Color of final coat to match ALCOA Duranodic 322 medium bronze . 4 MEASUREMENT AND PAYMENT The gangway shall be paid for at a lump sum price . DREDGING 1 GENERAL This work consists. of furnishing all labor , equipment , materials , and incidentals necessary for completing the dredging work in accordance with the Drawings and Specifications . 2 BUOYS AND RANGES The contractor shall furnish , place and maintain all buoys , markers , and ranges necessary for the proper control of dredging operations . The Engineer will establish the base line and one or more reference points for the Contractor to use in setting buoys , markers and ranges . The Contractor shall give at .least two working days notice in writing when requiring the services of the Engineer in establishing the base line . 29 t 3 LIGHTS The Contractor shall .keepuproper lighting between sunset and sunrise on all 1luating equipment , upon all ranges; and ottiu.r markers, and upon all buoys which, are `of such size and at,. _ such ",. .. ,. locations as to ends*rger or obstruct navigation. The Contractor shall. be responsible for all -damage resulting from negligence or failure in this ,respect . If , and when. work is 'performed at .nht ig , the Contractor shall maintain lighting on. or, about the equipment as may required for the proper performance and inspection of the Work. 4 INTERFERENCE WITH NAVIGATION The City will not undertaketo keep the harbor, channels or berths ,1 ree from vessels or other -obstructions . The Contractor shall so cord - work_ as not to Interfere with navigation or . wSth the berthing of ships , and shall keep the channels open. - to navigation. , All dredge equipment must be provided with proper signals , and no floating equipment shall be left in any ,channel or harbor without competent personnel aboard to maintain all navigation signals . 5 PIPE LINES AND CABLES The Contractor shall exercise every precaution to prevent the displacement , injury or obstruction of any marine cables , wires carrying electric currents , or water , gas , oil , sewer , or other pipes or conduits either submerged or above water , in the area of operations , and will be held responsible and shall satisfy all claims arising for any damage thereto as a result of his operations . The Contractor shall thoroughly review all records of submerged utilities in the area of operations . The City will make available to the Contractor its record of submerged utilities , but cannot guarantee the conditions existing . 6 SALVAGED ARTICLES OF VALUE The City, at its option, may claim any or all articles of value located at or recovered in dredging . Should an article be claimed by the City, the cost of recovering same will . be determined by the Engineer , and the amount thus established will be paid to the Contractor as Extra Work. 7 OBSTRUCTIONS If wrecks , logs , snags or other objects and obstructions are encountered within the limits of the dredging prescribed herein, the Contractor . shall remove the same and dispose of them at the Contractor ' s expense . 30 8 'DREDGING PROCEDURE Dredging . shall be carried to lines and depths as _ indicated on,; the Dra wings and . .as directed by the Engineer. The Engineer may- chhnge the lines and . depth at his option, "provided such changes do not ,involve delays to the Contractor nor materially increase the cost of the work. When :dredging adjacent to existing wharf structures, marine ways,, dolphins, breakwaters, rip rapped slopes, etc. , is undertaken, due caution shall be 'exercised so as not to overdredge in., the .immediate vicinity .,:,and endanger the structures. The Contractor will. be held responsible for any damage to existing slopes and adjacent structures where side slope material or other material outside . of the prescribed limits for dredging is removed or disturbed as a result 'of his operations. '9 DISPOSAL All dredged material is intended to be hauled off at the Contractors expense to a site approved 'by the Engineer. 10 FINAL SURVEY AND REMOVAL OF EQUIPMENT As soon as practicable after the completion of the dredging work, a final survey will be made over the entire area dredged. Should any shoals, humps or other lack of contract depth be disclosed by the final survey, the contractor will be required to remove them by dragging the bottom, or by dredging. Upon completion of the work, the Contractor shall remove at once all equipment, including buoys, ranges and pipe lines, etc. , used in the work. Any streets and property including disposal areas, used in connection with any dredging operations. shall be cleared of all obstructions and left in as good condition as previous to its occupancy or use. 11 MEASUREMENT AND PAYMENT Dredging shall be paid for at the unit p::ice per cubic yard of material removed. Quantities of dredged material shall be determined by taking soundings before and after dredging, plotting the soundings as cross-sections, calculating the average end area of cross sections and multiplying the average end area by the distance between cross sections. Material dredged below the lowest pay line for dredging as shown on the drawings will be deducted from dredge pay quantities. 31 1 J SILT CURTAIN 1 GENERAL a. Provide and install a silt , curtain complete ,with _,, fab- ric , ballast , buoys , anchors and miscellaneous acces- 41 sories , , 'if necessary, ..., to meet the California Regional Water Quality Control Board requirements . b . Tte intent of the silt curtain is to reptrict the movement of turbid water and suspended materials away from the dredge site, in conformance with, the requirements of the :California Regional Water Quality Control Boii��nard if required. C . At _ the coclusion Hof its use , , the' silt curtain shall become the 'prcperty of, the Contractor and shall be removed at his expense and stored or disposed of . d . Verify dimension`s and field conditions . Report to City all conditions which affect proper installation of silt curtain. e , Submit shop drawings for approval prior to installation . f . Submit sample, of curtain fabric , buoys , etc . as requested by the. Engineer . g . The silt curtain sha ' 1 be able to sustain at least a 7 foot tide fluctuatio:. -pith a water velocity of up to 3 knots and still fulfill Intended purpose . 2 MATERIALS AND WORKMANSHIP a . Fabric for Curtain - similar or eq -il to 18 oz . vinyl nylon with not less than 300 lb/In tensile strength. The curtain depth (barrier width) sh,, .' I be not less than 5 feet . b . Ballast at base of curtain shall have minimum weight of 1 . 1 lb . /ft . , i . e . a 5/16" galvanized chain. ce Floatation_ device .(buoy) for curtain support shall have a minimum 10 lb. /ft . buoyancy and 6" minimum diameter . d . Anchoraq Two 25 lb. minimum self burying anchors shall be placed at each ,joint between curtain segments (maximum spacing 200 ft . ) one on each side of curtain. Anchorage of the ends of the silt curtain may be done by use of 60 lb . ,min. ) anchors in the water or by anchoring to a wharf in a manner approved by the Engineer . 32 e. Main' Toad 13ne : (which supports th silt curtain) shall be cimilar or .equal to a �/1G" vinyl_ sheetne'd galvanized steel cable with a 9600 It' (min. ) break strength. f . Connection between curtain sections me. - ie with either laced grommets or other method a;J:" oved by the Engineer. t 3 MEASUREMET OF PAYMENT Payment for the silt curtain shall be included in the unit price per cubic yard 'of dredged material . RIP RAP ( 1 GENERAL Stone material used for rip rap shall conform to the requirements on the Drawings and section 200-16 of the Standard Specifications , except cobblestones snail not be used . A11, stones shall be angular , each piece having its greatest dibaens on not greater than three times its least dimension . Stone for rip rap shall be placed in a manner which will produce a reasonable well-graded mass of stone with the minimum practicable percentage of voids . The entire mass of stone shall ; be placed to its full course thickness in one operation and in a � manner to vioid displacing the underlying material . Placing of :1 rip rap In :,aye.s by dumping into chutes or by similar methods likely to cause segregation, will not be permitted . Self- propelled equ:..pment sha1. 1 not be used on embankment slopes . It is the intent of these apectfications to produce a fairly compact rip rap protection In which all sizes of meterlal are placed in their proper proportions . Hand placing or rearranging of individual atones by mechanical equipment may be required as necessary to secure the specified results . If grout is specified for filling the Ir.'Zerstices , It shall be either a 560-C-3260 or 660-E-3250 concrete mix. 2 MEASUREMENT AND PAYMENT Payment for stone rip rap shall be per the unit price per tone of rock placed including bedding and filter fabric . 33 8:.•µ Ir�M+►!�1r.yTr.t�nM"'tfnV+r.M1ie'w•.�y�err w_c GEOTEXTILE FABRIC l GLNERAL All geotextIle fabrics shall consist of rot-proof 'polymeric fila- scents , orie,nted., multi directionally into a stable network such that 'the :filaments retain their relative positions with respect to each other.{, The fabric shall tie mildew, isli�ect , and rodent ...q;, ,(,. ,..r yyi.. resistant and, shall be non-reactive . to. chemicals acid minerals comaionly found in soil . Fabric shall have no flaws or defects which could significantly alter its physical properties . Fabric. .shall . be furnished in a protective wrapping which shall protect the fabric, from 'ultraviolet radiation, and from abrasion due to shippi ' and handling . The fabric shall be ultraviolet stabilized . Fabrics shall satisfy the physical property require- ments listed in Table I . The work involved shall consist of placing fabric of the type specified at locations and grades shown on the plans or as s,taked : in the field, in accordance with these Special Provisions. Any fabric damaged during its installation or during its use shall' be replaced . Torn or punctured areas may be repaired with an additional piece of fabric large enough both tc cover the damaged area and satisfy overlap requirements . A. certificate of compliance , mill certificate or affidavit that the fabric to be Installed meets minimum requirements in each principal direction, signed by a company officer authorized to sign sur_h documents . shall be furnished to the Engineer before installation. The Engineer shall determine the adequacy of submitted documentation . 2 INSTALLATION Fabric shall be placed on surfaces free of obstructions , depressions and debris . Fabr:, shall be loosely placed and not placed in a stretched condition. Fabric shall be placed in direct contact with soil , with no bridging allowed. Overlaps shall vary from 18 inches wide to 36 inches wide , depending on Stone . size aad subgrade stability, and shall be approved by the Engineer. . Securing pins at least 12 inches long with 1 1/2" diameter• washers of 8" x i " x 8" U-shaped staples , and shall be inserted through all overlap layers , at intervals not exceeding 6., feet, along a line set at the mid-point of overlaps . Additional pins shall be installed as necessary to prevent bridging and fabric slippage, regardless of the fabric ' s location. 34 rj FAbr1c shill be,, used with 'a layer., of- granular bedding material (quarry .run) ''l ced 'on it prior to, rips rap ..,`p?acement.. : Fabric with physical pr'opert�ies , less � than ;those ;listed ` in Table I shall ,� .• F'CY'.x ... not.",,: be, used . - In no `case shall bedding material or 'rip rap be dr`oped on fabric from a-. height 'cif more than three feet . Specs"a1 care ,. shall be , ' taken . to ensure that methods of rip rap and material pSacemerit such as end-dumping do not tear or otherwise damage ' the fabric . TABLE I : PHYSICAL PROPERTY Tensile strength, wet , lbs . (ASTM D-1682 ) zoo+ Elongation,wet , % (ASTM D-1682 ) 15-90 Puncture strength, lbs . (ASTM D-3787 100 Mullen Burst Strength, lbs . • (ASTM D-3786 ) 350 Coefficient of water per- meability, cm/sec ( Caltrans constant head method) > . 03 Abrasion resistance , lbs . (ASTM D-3884 ) 55 (min) EOS (Corps of Engineers CW 02215 for woven fabr1cs ) 40-200 3 MEASUREMENT OF PAYMENT Payment for the filter fabric and bedding material shall be Included in the unit price per ton of rip rap . 35 r 4� a 'v ! *4 ATTACHMENT "A'' • GEOTECHNICAL r • 7 4• � - Y ' 1' 1 �C f f. 'I A J I . 1 ^ u y • • 1 �u M O O R E TA B E R GEQkTECHNICAL ENGINEERS AND GEOLOGISTS AiaO CAST' LA 'A..MA' AVENUE t,NAMCIMt GALIFORNIA 9 807 17141 779-is! # a•Rtw�ritl0 • GEOTECHNICAL INVESTIGATION Boat Docking Facility Huntington Harbour Channel Huntington Beach, California CLIENT City of Huntington Beach Engineering Division P. O. Box 190 Huntington Beach , California 92648 February 14 , 1986 Job No. 185-143 1 GEOTECHNICAL INVESTIGATION • INTRODUCTION This re ort resents the results and recommendations of our P P ' geotechr►ical investigation for a .proposed parking lot and boat docking facility in Huntington Beach, . California . The purpose of our, study was. to evaluate the general soil and foundation conditions at: the project site and provide recommendations to aid in the preparation of project plans and specifications. Proposed Construction Present =, plans call for the construction of a paved parking lot, boat dock, and restroon: facility. The project will also include dredging of the channel bottom in the vicinity of the boat dock, and construction of shore slope protection. Sco've of Study Our investigation included subsurface exploration, soil sampling, laboratory testing, engineering analyses , development _ of design recommendations and preparation of this report. The scope of our study included performance of the following tasks : Reconnoiter site and layout test boring locations. . . . Drill one deep test boring and five shallow borings within the perimeter of the proposed site . . . . Evaluate types , locations and engineering character- istics of substrata earth materials . . . . Evaluate factors affecting .he design of the proposed structures , including total and differential settlement. . . . Develop recommendations pertaining to structural design parameters for the most feasible methods of foundation support, including allowable bearing capacities and resistance to lateral loads . . . . Present comments and: recommendations for foundation installation. Job No. 185-143 - February 14 , ' 1985 -2- Evaluate slope. stability. and , slope protection for `channel itprovement in the immediate vicinity of the pidi eat. . . . Evaluate the corrosion potential of foundation soils. . . . Provide recommendations for flexible pavement design. Prepare written report, documenting the work : performed, physical . . data acquired and geotechnical design recommendations . Subsurface Expioration The field investigation was completed in December, 1985, and consisted of site reconnaissance and drilling of exploratory test boirings . The f ield subsurface exploration consisted of drilling one test boring to a depth of 25 feet and five shallow borings to .a 'depth 'of 3 feet . Details pertaining to the drilling operations are presented on the Test Boring Logs in Appendix A on pages A-1 and A-2 . Ap"proximate test boring locations are shown on the Location of Test Boring Plan, page A--3 . Both bulk and relatively undisturbed samples of representa- tive soil types were obtained from the test borings .for laboratory testing and examination. The in-place samples were obtained by driving a 2 . 5-inch I . D. ring sampler with a 140-pound weight dropping about 30-inches . A standard penetration test was also conducted using a standard penetration sampler driven with a 140-pound hammer dropping 30 inches in conformance with ASTM Test Designation D1586-67 . The drilling and sampling operations were performed under the direct supervision of a geotechnical engineer, who also to"gged the test borings and prepared the samples for the subsequent laboratory testing and examination. Test hole eleva- tions were surveyed relative to a sewer manhole located near the project site . Soil Ttstins Earth ' materials were visually classified in the field according . to the Unified Soil Classification System by careful examinat-ion of the samples . A description of this classification system is presented at the front of Appendix "A. Job No. 185-143 - February 14 , 1986 -3- { , Laboratory tests .werei ..performed to provide a basis, for . foundation design recoiamendations ., , ; Representative samples retrieved ,'from fthe test borings were tested to determine moisture N r'> content, 'dry density, Bhaar strength, 'consolidation and, expansion characteristics, resistance value, soluble sulphate concentration and corrosivity. e 'Test results rind descriptions of-the laboratory aestinig . procedures are present�tl ir. Appen3ix H. The results of the moisture-density tests are shown 'on the Test Boring Logs . SITE CONDITIONS Surfag:e Conditions The proposed ,site is currently a vacant lot located north of Warner .-Avenue on the east side of the Huntington Harbour Channel . Ho improvements were noted within the project area . Significant erosion 'of the shore slope was observed during our field exploration. Subsurface Conditions The earth materials encountered in the exploratory test borings `consisted of clayey silt, clayey sand, and fine to coarse sand. Approximately four feet of fill , composed of silty clay and sandy silt, was encountered in the vicinity of Test Hole B-1 . Groundwater Conditions The groundwater level was measured at a depth of seven feet below existing grade in Test Hole B-1 immediately after drilling was completed. It should be anticipated that groundwater levels could change with flucuations in local rainfall and changes in the harbor channel water level . CONCLUSIONS AND RECOMMENDATIONS Footings Conventional spread or continuous footings may be used to support , lightly loaded structures at this project. Footings should be supported on firm native soil or approved compacted fill . Job No. 185-143 - February 14 , 1986 .4- ilk jFoun�dation PTr_E'�aration ;, : As noted e , . test boring logs surf icial fall \*ns .,encountered -duringY the field exploration: All f ill :. should 4be :;-ram roved Belo ahe proposed footings. The zone ,of removal should 4. •pnd `a minimum' distance outside the footing , perimeter. equal .to �e..depth of ' the ,excavation. The excavation may„ be brought to,, L ign `grade using approved fill placed In accordance with the '.eneral Grading Requirements" cmction of ~this report. r . '7b °•,. ...::_. :� t.: k,�..... SFr'.: <,�;• -. :• i<:;.:..,. i:;: `�` Vertic.al: I:oads - Footing t constructed in accordance with the foregoing recommendations may be sized to supp,,rt a uniform vertical I.static bearing pressure of,,2000, psf . It is anticipated that post-construction sett? ement hould be less that 0. 5-inc. For purposes . of design, . the allowable static . vertical pressure may be increased 50 percent for short term transient loading, ' including static plus seismic or wind. Lateral Loa`ds Lateral loads may be resisted , by the sliding resistance acting between the supporting soils and the bottom of footings and/or slabs . A portion of the passive earth pressure acting `on the sides of footings may also be utilized. The allowable static horizontal load resistance for footings may be taken as 0 . 35 times the applied vertical pressure or load. The allowable horizontal p.issive earth pressure against undisturbed native soil or properly compacted fill is 165 psf per foot of depth of embedment below the lowest adjacent ground or slab surface. If the footing base sliding and passive side resistance are combined, the passive lateral resistance should be reduced 50 percent . For purposes of design, the allowable static lateral load resistance may be increased 50 percent for short-term loading including static plus seismic or wind. Concrete Slabs The - expansion potential of the clayey subgrade soil will necessitate minimum slab reinforcement equivalent to 93 bars spaced at 30-inch centers in both directions . In addition, the building slabs should be tied to exterior grade beams , continuous footings , 'or -wall panels by means of #3 bars spaced to coincide with the slab reinforcement . Job No . 185-143 - February 34 , 1986 -5- Rai ,. � :.. The clayey soils beneath 'the. slabs stio+sld Have a moisture content of approximately 140 percent :`of; optimum to a depth",ot i8 inches prior�to. pouring . the slabs . .., This may be accomplished 1kiy either . presaaking: the building pad or by over excavation and re compaction of ' the pad ' zaterials at the specified moistura. 0 .+-u e• . ... a 'wi,kF-'R?.i. rod',. If +*the concrp%e slabs are placed on- at- least . 30 inches of . . non-expansive:.:granular soil , � the reinforcement lor ,expans.ive soil conditions can be, elimnxated. •In this case , the soil .below the non-expansive blanke' tgstiauld be brought to at least 140 .. . percent of optimum. moisture content to a depth of. at least 18 inches . If this ;alternative is 'utilized, the granular material below .the slab should be protected from infiltration of surface water where it extends beyond the -exterior walls of the. building. In either case , planting areas adjacent to the building should be sealed at ,. the base or well--drained so as to avoid significant changes in moisture content below the buildings . Gravel bedding for support of building slabs is riot considered necessary, nor is it recommended . Where interior fixtures may be adversely affected by moisture , a vapor . . bairier, such as .polyethylene membrane , is recommended beneath the slab. The membrane should be covered with at least two inches of moist (not saturated) sand ' to aid in concrete cure . Corrosion .Metallic Corrosion - Laboratory test performed can fouridat .on soils indicate that a severe corrosive environment may exist for metal conduit . Consequently, it is recommended that a corrosion specialist . be consulted regarding material types and/or design protection for piping systems to ensure against leakage . Concrete Corrosion - Laboratory tests indicate a low concen- tration of soluble sulphates in the native foundation soils . However, as structures will be exposed to a marine environment it is recommended that ,Type II, cement be used in concrete at this site . . It is recommended that the construction considerations include: ( 1) as low a water/cement ratio as workable : (2 ) good density; and (3 ) proper curing. Slope Stability and Setbacks The.: shore slope bantering the Huntington Harbour Channel should be constructed at a gradient no steeper than 1 . 5 horizontal to 1 . 0 vertical . Permanent erosion protection should be , installed along. the entire face of the slope . Protection should consist of angular rock revetment or concrete lining and should , extend. from the top. of slope to a minimum depth of five feet - below , 'the dredge line. Foundations for buildings or dock anchors should be set back a minimum distance of 7 feet from the top of. slope. Job 'No. 185-143 -- February 14 , 1986 -6- Pa,vement Oes isLr ti. ; . Pavement''` sections have been evaluated by. ;the State of California Department ry.of Transportation (Caltrans) method of flexibhe pavement desig I.n. Traffic indexes . bfa4 , 01 5. 0 and 6: 0 have been util'ized ,. for areas subject to automobile traffic only and light to.�boderate truck traffic, respectively.. Based � on. , a Resistance value test performed on a representative subgrade sample a,.,: design Resistance value of 50 is considered applicable for t?ie -site surf icial soils. With .the' se conditions, the calculated pavement sections for the referenced conditions are presented below. Traffic Index Pavement Section '4 (Automobile) 0 . 20 ' AC / 0 . 35 ' AB C1 2 5 (Light Truck) 0 . 25 ' AC / 0 . 350 AB Cl 2 6 (Moderate Truck) 0 . 300 AC / 0 . 35 ' AB Cl 2 -Asphalt Concrete (AC) and Class 2 Aggregate Base (AB CI 2) should conform to and be placed in accordance with the latest revision of Caltrans Standard Spec ificatiuns. Prior to placing the pavement section, the subgrade soil should halre a minimum relative compaction of 90 percent to a depth of 12 inches . The moisture content should be at about optimum. Where pavement areas abut landscape areas , some measures of moi--ture control shou: d be taken to prevent the subgrade soils from becoming saturated. concrete curbing separating the aggregate 'base to help seal the Inds of the sections where landscape watering mny have access to the aggregate base . A sealer should be applied to the surface of the pavement to guard against landscape water or rainfall infiltration through the pavement into the iq regate base and subgrade . Drainage Surface drainage control is essential to promoting a more uniform annual soil moisture , and thereby minimizing expansive soil volume changes . Positive drainage of surface water away from the structure is very important. No water should be allowed to pond at any location. 4here slabs or paving. are no feasible adjacent to the structure , the ground surface should be provided with a minimum Job Nc. 185-143 -- Febr iary 14 , 1986 -7- gra', aAt . of six;,percent.. to a distance ;of . five feet away from foundations. The structure. should be provided with gutters an downspouts.. , : Water should., be transported offthe site in paved awales, approved 'drainage, devices, ©r: unobstructed unpaved swale' s wiih a gradient 'of at : leas* one percent. Planters adjacent to the btrilding should be avoided as much as possible. P7.antzng areas at grade. should be provided = with good positive• drainage directed away from the.,. building. Planters should not be :depressed below adjacent paved-, grades . unless provisions for drainage, such as catch: basins and pipe drains; are. made. Adequate drainage _gradients , devices and _ curhinc should be provided, to prevent run-off from a' J scent pavement or walks : into planting .'ar as . Consideratioon should be given to irrigati"on rmethods . „which promote uniformity of moisture in planters and beneath adjacent concrete "flat-work" . wherever possible, exposed soil areas should be above adjacent paved grades . General Grading Requirements All sitP 'gridirig operations should conform with applicable local building and safety codes and to the rules and regulations of . 'those governmental agencies having jurisdiction over the subject construction. The grading contractor is responsible to notify governmental agencies , as required, and the soil engineer at the start of site clean--up, the initiation of grading, and any time that grading operations are resumed after an interruption. Each step of the grading should be approved in a specific area by the soil engineer and , where required , by the applicable governmental agencies before proceeding with subsequent work. 1 . Prior to the star of grading , all vegetation, trash or surface obstructions should be removed and disposed off-site. 2 . Subsequent to clean-up operations and prior to initial grading, a reasc-table search should be made for subsurface obstructions :end/or possible loose soils , unapproved fill , or detrimental soil types . This search should be conducted by the contractor with advice fron the under the observations of the geoteChnical engineer. Special emphasis should be directed to the "Foundation Preparation" section of this report Job No. 185-143 - February lam , 198E -8- f� 3 . The -ground surface to_,.receive fill should be scarified, brought 'to about optimum moistt:re content, and compacted to a minimum off. 90 percent relative oompact o;n f- a depth o f,,eight (8) inches below. the existing or stripped surface, unless otherwise noted. 4 . Fill should consist- of. 3pproVed earth material free of trash or debris , roots , veg-tation or other `deletericus material . All fill , except expansive, soil placed within two (2 ) 'feet of finished'. grade, shoui"d' be spread in 6 to &-inch lifts , brought to about , optimum moisture, and compacted . to at least 90 oercent of maximum density as determined by ASTIR 155�-70 . All expansive soils placed below concrete slabs within two ( 2 ) feet of finished grade should be placed at,. we'.1 over . .optimum moisture content (about 140 percent of optimum) and compacted to at least 87 percent, but no more than 92 percent of maximum density. 5 . Soil . excavated during the channel dredging operations which . is free of organic matter and/or other deleterious materials may be used as fill . It should be anticipated that this soil will have to be dried before being placed and compacted. 6 . All trench backf ills , except for the bedding and . six ( 6 ) inches of cover, should be compacted to 90 percent of maximum density . C=OSURE This report is based on the project as described and the information obtained from a limited number of exploration test borings at the locations indicated on the plan. our findings are based on the results of the field , laboratory , and office invest- igations , combined with an inter , nlation and extrapolation of soil conditions between and beyonc: the test borings . The results reflect our interpretation of the limited direct evidence obtained . Our firm should be notified of any pertinent change in the project or foundation plans . If foundation conditions are found to differ from those described herein, it may require a . revaluation of the recommendations . Job No. 185-143 - February 141 1986 -9- Our recommendations for this site tire, to a high degree dependent upon proper quality control; of fill ' placement: and, foun- d3tion..., installation. : Consegvently, our ,. foundati'on recommendations are made contingent upon the opportunity . for Hoore ;Taber. to 'observe grading ,operations and foundation excaiiatioYns for this phase of coiistructfon. SIf parties other ;than go��re Taber are engaged to provide such services, they Faust _.., be notified that. tihey will be required to assume complete responsibility for ache geotechni.cal phase of , the project by concurring with the ecoznmeridations in this report or providing alternate recommendations . This report has not been prepared for use by parties or -projects trier than those named or described above . It may not contain sufficient information for other parties or other purposes . It has been prepared in accordance with generally ..accepted ."geotechnical practices and makes no other warranties , either express 'or implied, as to the professional advice or data included in it. ' MOORE TABER Dougla R. Belli Reviewed by Bernard J. La Rue Geotechnical Engineer Registered Civil Engineer 25405 DRB/BJL/l kr Attachments : Node Distribution: (2 ) Client At Mr. Don Noble ( 4 ) RMG Engineering 'Attention : Mr. Jim Bolton Job No. IVS-143 - February 14 , 2.986 -10_ ,a r wr..rr•• UNI I l.. �© SOIL CLASCSIFIVCAT�:I"OPi Pt OH CM MFI OL CL ML SC SM SP `SW GC .: `GM :,-, GP GW Sands with finis clean sands QrArelt wiff+/tole CleanIM, pravall Silts,and clers. 'slits ant: elers 1>4211'•flnes. yttnes >12'y.Mer �[Syflnas °rQ°^IC l,ialdtbtallgrowler tool+50 Liquid Ilmit feel then 50 $onde-Moro than 50%ofm its _Gravels-More than so%atconrl�' oMtt. fronton Is trnalter thgrf 4 ilero: froctlonft tangle°Mon He4 ui�e. prainN,tiails fkn'so%is omaltir'tfran N• 2fX1 trlwe� (~lure than 50%is ferper:fhon q• Zooetero) UleoRatORY`CLASSIFICATION CRITERIA (ate)= j GW and SW- Cr;a�-9roater than 4 for C W It6 far Su; Cc" G x 0 betreor ! ` !. OOOFfo tb W CH ZAO OF Or end Sr• Clean gravel at sand mat meeting re7uiie,:. is for Cw a,d SW. OW and SM-Atterberp limits below btlov' line or f' t. lust than 4. •' GC and SC•AI torberg limits above "A' line with P 1. greatof than T. # end 11Ii ,. ;. fine ~odium Fier Coarse < atlnr; (till or stay) o0bwt Bnukysrs - ` t L tend sand >ry+d gro.ef novel o v n ^� sieve stile g �+ soa SOCloss'Matian of earth materials shorn on this sheet is bosed cn field inspe'efion and CO 1.100.0 UNIT should not be construed to imply laboratory analysis unless to stated. WATERIAL 'SYMBOLS CONSISTENCY CLASSIFICATION FOR SOI LS Pent or •�• Groves argatvc matter According to the Standard Penetration Test f-rrmv*p2 imam Send . Fill material N• of da+rs Granular Cohesive Silt Shale 0-5 Very loose Very soft 6- 10 Loose Soft Clay :sandstone • 11 •20 Samicornpcct Stiff Sandy clay or Limest clayey san tone: 21 - 35 Compact Very stiff • '1� Sandy sill or ma%morphic 36- 70 Dena Hard silty Bond rock EM Si� lty'cloy or, ,PTO Very dense Very hard ZA clayey siltL.Z igneous rock LEGEND OF 6ORI NG LEGEND OF PENETRATION TEST Is 24 6cllk 30 sample. crAormabl t 8 35 WS. 1 % 11 Drive 5 5 sample 2T Approximate material ' rlr�e GYVS ---- se Casing Uncxriformoble material change - 4 aft 81013 'Per fo t 9 F'F. [UsBottom 'of bor hammer a me, wib 10 Graphic representation of ., d 2 3 0 driving rate. ft/�b bi w) 1�I I'1 f1 R. C' E- T 0 A.E A r .i. .r.e r• rwrfae �.•r- r.� �. •� LOGf TYPE ; w . ., . :,. ELEVATIOFI ►•• =iORING p$ �. :i...'c '�r : i, '::' ,. :. •.,.; .. \•ram{.�.y�1iV F ILL. iia r}c gray ' rvwiz SILTY .. y� :S• ..C.101' :113• j 4 ` 1 Si Ca. 114 13. 2 '....�� i.Y.; . 123 1106 16 2.5 :1 5' NATIVE: Light brown CLIM -SILT M(GWS Z 3 ' ) 1 \ N do Brown MAM SMM- - 111 19. 3 14 2;5 4 1 Green - brown fide SILTY SAND 90 31.9 13 2.5 5 15 `N R 27 2.5 •M \ r 1�- 6 20 ;.: Compact green -- brvwm fine to coarse SAPID 25 1.4 7 25 3 NWES: 1. Grourdwater measured at 7' after drilling. 2. hole oven to 141 . 3. Hole backfilied 12-23-85. "4. Elevation relative to top of sewer. manhole shown an site plan (100.01 Lq TMIS SORING LOQ SUMMARY A!'PU['1.CyLY iTTHETIME F M AND LOCATIOM INDICATED., SUBSURFACE CONDITIONS61 R -+ a w w' a u `� t M w �♦ MAY DIFFER AT OTMEM LOCATIONS AND TIMES. Leis « � o � � : d ►u o ' p " LOGGED 8Y DR8 DATE 12-23-85 Job No. 185-143 - Feb niazy 14, 1986 A-] Ri Q U R E I k3 �. GON*IJL.TINa LNOINCgA* ANO 4 TEST t BQR NG LOGS 14AN0,'AUQ9R oORIN• fxL Drawn fiiie to tr>editrn S&4DY CXAY . !. 3 4' HAND AUGER ELEV. E90:1UNG 1 FILL: ine to medium s*W CLAY 3, 4 HAND AU•QER. rat: ELEV. ISORIN41 53 1 FILL: brvwn fine to medium STAY CLAY 3 HAND A06E:ll ELEV, J00RING S4 FILL: brown fine to medium SANDY CLAY 3 ' 4 HANQ .AUQER ELEV. BORING S5 1 CL FILL: brown fine to me&un SVW CLAY >x 3 4 HAND AUGER ELEV. BORING 3 4 .. e. THESE GORING LOG, SUMMARIES All PLY ONLY AT THE d�eerr t w w * TIME AND LOCATION INDICATED. SU63URFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND TIMES. _ p s LOGGED BY DIM OATS 12-23-85 _..�:.� Job No. 185•-143 - Fexvary 14 , 1986 A-.2 Lam, - ,, /�' - �• •. �� r • • M• r 1 1 .1 • � y r � - . Ln S1 • I • SCALE 1 1 r 1 I ( i • 1 ' •M 1 •r i • 1 r r 1 •A Ht�ltingtcn Harbour • • • 1 - i ' r 1/ •M •• Sewer Manhole . . 'Warner Avenue (Local Ban6lina� 11 1� 1 1 • � t. 1 y 1 • - \ 100.0 APmposed., Boat Docking Facility Runtington Beach • •r • • w LRBORA 6R' Y TESTING z In the laboratory, sam les taken from the borin s we're tested � to, determine moisture, content, dry. density, „ , shear strength, consolidation and expansion characteristics, percentage of fires, Resistance value, seluhle sulphate concentration; and r.,.4. .. +.. ncorrosivity. ...The moisture-density test results are shown on the Test, Boring hags and results of ,other ,tes'ta are given 'on page B- 2 . Briefly,, these tests were conducted as follows . Strength characteristics of -the foundation soils were "determined in the laboratory by direct . shear tests performed on undisturbed samples . All sanples..were saturated and tested under various normal loads in a 2 .`5-inch circular shear box, using a 'controlled displacement rate of 0. 04-inch per minute. Settlement.. characteristics of: a representative sample was valuated by means of a laboratory consolidation. test. The sample was tested. in a floating ring consolidometer using a dead weight lever system for load application. • An expansion test was performed on a sample of representative soil in accordance: with the Expansion Index . Test (UBC Standard 29--2 ) . In this testing procedure, the remolded sample is compacted with an energy input of 11, 300 ft-lbs per cubic. 'foot at SO percent saturation. After remolding, the sample is confined under a pressure of 144 psf and allowed to soak for twenty-four hours . The resulting volume change due to increase An,, moisture.. content is recorded together with initial moisture �. ' cont nt and dry dens1ty. The concentration of soluble sulphates was determined for a representative sample of surficial soil in accordance with Test ' MethodINo. California 417 . chemical analyses . were . performed on one representative sample in "order to determine the potential for corrosion of metal that -__ , comes into contact with on-site soils. The analyses . included determination of pH and electrical resistivity in accordance with Test Method No. California 643 . . The percentage of fines `of five samples was determined in accordance with ASTM 1140 . 'A Resistance Value test was conducted on a representative subgrade sample ' in accordance with California 301-F. `Job No. 105-143 - February 14 , 1986 B-1 .:Y tom, • L.' G'NO . AMP E" NO 3 4 1 sl 1.. ... _ Sa i ` S3ML DESCRIPTION CLAYEY SILTY-- ., Y* SA DrY. SANDY,. SAND CLAY` CLAY CLAY CLAY' cc UNIFIED .SOIL CLASS I F I CATION Sc ci, cL; cr,::.. cy ., .... O.: �+ DIRECT SHEAR TEST (tYPe) LhdiQti r Initial Moisture Content: x 19.3 19.3 19.3 I� tr Test Wsture Content tea Normal Stress lbs. s .ft. 990 1980 2970 Peak Shear Stress lbs , s .ft. 1260 1660 2015 a Ul 780 1285 1$70 r•.;i*fi;=; timata- -Shear Stress (lbs'./sq.ft.} An le of Internal Friction (degrees) 28 cc Q4 Cohesion lbs. s . ft. 250 4 � c EXPANSION` TEST ap:a Initial. Dr Density lbs . s .ft. 118.8 m ' rA.�7 Initial Moisture 7.8 - Cc,.. ram.. Final Hoist' x 13.6 ;f �1� 1w- Pressures lbs 144/sq; ft. } ^ r Ex ansionjndex . Swell % 36 3.6 CORROSIYIT?' .TEST _ o Resistivity (ohm-an) 131 C. B.8 PH C. c. CHEMICAL TEST +► Soluble Sul hate 0 0 t Wash Sieve [v 65 65 64z.. Percent` Passing; #200 Sieve -RING no, SAS NO flESCRIPTION � �Y UNIFIED SOIL CLASSIFICATION CL . CU DIRECT SHEAR TEST ( type) ,U t Initial Holsture Cahtent x tTt ?r Test Moisture Content vn Normal Stress lbs. s .ft. 0 � Peak Shear Stress (lbs,Lsg.ft-.i rl Y Ultimate Shear Stress Qbs./sq.ft. ) w fl Angle of Internal Friction dearves tn.. m - Le a% Cohesion �. EXPANSION TEST �0 Initial Dry- Dens !,Z (lbs./sq.ft. } to Initial Moisture X Cho F R Final Moisture 9 Press re ._ (lbs .lsg, ft, ) Am n. n Ex ansion' Index Swell CORROSIVITY TEST et Resistivity (ohm-cm) ` N i �. CHEMICAL TEST s, Soluble Sulphate WAgh Rip-Am `r Percmit,.-Passing 120D`Sieve 61 162 - mimmmonnmmwi� mn m�unn���w�is n� ■ ��n u�m m - ��unnnmmn mn IN III�� , w� mummmommom.. . ... 0 Immmmomw.. ..11A .. I mommemmmome'Fle ::e:milli N �� NONE n IIIm , pnn��mnnm RESISTANCE VALUE TEST Sample_ Dry Moisture . E�cudati. n Expansion No. Density Content Pressure Dial Reading R-Value ------ - rrr -------- -rrwwrrr r�rrr.�rw.r.wrr rr-rw.rr (pof) M (Psi) ( . 000110) 1 112 . 4 16 . 6 130 0 36 2 113 . 9 15 . 0 270 0 52 3 115 . 3 13 . 7 420 0 57 Job No. 185-143 - February 14 , 1986 H-5 6 . i • f 4 i 4 { M • I � ' ......... .4 : 4.OA.$row^rit Vr ImewAAAbK so so .. Illy A-IIrwiqu t stink T© 4A I+wim.vrr Arrwruy loi%A R'*�1�1° CITY OF HUNTIN(IT 0N IRACNo CALI!OItNIA. lb" rA"So A MUNICIPAL CORPORATION 1 , Thlr M to owthtr tt l Va ww* of,Mrwwm a dtar4ad bwow h*rr Man latraf is tin In"by on olwm or urf chid mt in Iwwr a f*tlnw:,if fto peek►m wt arnL+" w elrrordIi VOA t N+c+rr,«th"rein affm 01h awtHwm.ow(rwwr.m fto%+"fro" •r. "pr4t w�meiat:by wal.to Gty it Ficirsti+.pton Q+aah,P.O.tMlr 71t:Fln�etir+rwt Rwoh;t�lflereei�IYMR.ALL mms MUST 11'60WLMO'' ANY DEt..&ON OR CHANaU IN THIS FORM SHALL EE tIaXED MI) DATED IY..kM AL"okinu AtFAISENTATIVE OF THE INSVRAIIC[ COMPANY AND MUCT NE ArPROVIO IN WRITING MY THE CITY ATT604Y. pf"of llwrot# Ad* if Ir�u/ i tAmium ad Work w opwtlltmr to bt prlvn�d Ivarillt(m of Nwt w ova It A'u a- •......wrrar. UUM OP UA41UTY NAM Cc COWANY Fr uo 1%PC" fVUC1 M 1in wo ta*wbm M TIIIPma" r(am • tl/w frtr�R.eL iJ�MLI'T'Y t I Mttw,lr;-OWATIOW 0 oMwvw .C�t ! t ll'mopcM Ake Ct%LAM KOZA M l 1 LI"mamFOt O MALMO I 1 PRODWrt COMPLl M 0► PLATIOW MA MV . i I awl ffIRtRAJMG= t I MAD FORMS.. r'rrOnfrTY t3+�ACt i I t�10l:A'rt4r11'r OONT'RAZ'f1?R! t t �Ictowar.f�taJM11' _ Aunsa Ut u Am Lr ry `� t 1 t�oeat+R3uttcsrv!rout • 11 taatD ' 1 I ao++•amrD VC"UARNLrTV Lw"ft"POW VWXILLA POrRM IOItX10tr CftVlIMlArKW �nl . VM%V M LIAXLrlY Alddltbnal Imurod Ervj -w"sm: The Mtrw ap dw tP* City of Harr kgeon Itarch era►to OtY Cmvil. wWor on Cty C"wdt *Xx-A tod rr gm, tawmr4ttm . a0m"*Akm b%rb end o�ty att+w QtT Cove d rppdntrd body.andltsr Nactlrt roc+clrttM otRears.r or>omplwim of the 'CtY of I111mWgton (lrci.vvh�m aet(rq rr arch en rddhke l Imovdr hn�.for the&M of the Ir+bcrrd.VW rich Itwurtrrt rhe:l Iu P Wwv b err/Inrvsrp of Ow My ve Hundrque 900.it that►Irrtsmt ft"*otwa. ALfNCAIM Rg11r1 WIATM 0*IWX&Pcil COIi MY llArrCt C�werrr or nrrr..r�r�nl � ohm......�...... AQ*tv�ao 1 ..• I .IOyY�.��i�wlr Y.�,a ..Iq�rYl•rl I�I��I.rrr�..��. ' .ram ..•� HOLD HAIRIMLISS AORrtM'EtQT .(a be uawl"d Ail b+urtnt) TArr Iw�w�d • ••_...�... r r�:+c.rkrfrL+l, Indw+r+ntfy, rora. rn/Reld R+r,niNa ft City vt thwim q!wl ttamh th •{ �• •'r'�Tr•r avy swity. kal.dtil ov,mt. K hLgrntt by twom of my wW he tltblltty. w!", k(i ms; dk OW carrt►.r of wTLM =wd by Inw.red,hM amN+y wr.110ft.`t my rrMrstt tm*w a by my turd►w"wfrin wrt of w in mop"Quo of ttv ppollo LLwwr of on a wrt awrrntaw w %%,.+ty tw"kh Mlr valmar" of h+ar'm h RrrTtis%w. . t 11 tlw Progrirot.,wyr 1b o,r,rrMr taq+,awtrrriTsM (N 00w(Kgqrll . aotn wl►Rtrt.r>at aet+r�dr h tbLs,.,.w ltbr srw Qum dpomwv � d K Cyr*+ww%w.Tm fotwq mw AyrL,M��r�t •:c 1 5" I2 1+ 10 .b` .Q..Q' +o� DETAIL"A• 2 o �, aAb10 .p• C] LOCATION u. ,L .•. TAPE m ^ 15 7 8 0 4 (13 ) 12 11 � 1 41 ,, I I ii• • r 5 e 7 6 5 3 DE�A L 7 DETAIL `E NOTES. 1. REFER TO CTD PLAN Uo 220 FOR CONSTRUCTION IN EXISTING SIDEWALKS. 2 ALL PARTS MAY BE `SU9STITUTED WITH APPROVE:: EQUALS. 3 METER T% Bc CENTERED IN METER BCX 4y PROVIDE BACKFLOW PRnTECTION AS REQUIRED 5 RE'%-ER TO GE?' NOTES STD FLAN 100 ITEM DESCRIPTICNI OF MATERIAL QTY, ITE.M. DESCRIPTION OF MATERIAL tY. 1 WATER MAIN _ A,R Qo) ! JONE .1-129 METER FLANGE .1 2 JONES SERVICE SADDLE J-919 A.C. P- 1 ! 11 TYPE 3,6 �S NUT 8 BOLT t 4 • 3 ) JONES J- 1930 BALL VALVE e 1 (12) METER FLANGE GASKET 2 . 4 FORD PT-5 9O� ELBOVI' �" 1 13 WATER METER 1 5) IFORD PTC-4 1) 'A PTC-5 2" INSERT ADAPT. 2 1 Cl4 BROOKS MTR PDX 38-S 1" 65 5 COPPER WASHER I2 38-TRS 0/2•, 65-TRS 2" COVER 7 TYPE 316 S STL- HOSE CLAI-IP I B BODY, LID & INSERT, IN TRAFFIC WAY ; `8 ; PE 3 408 PLASTIC PLPE(t PS ) '2" IA.R y5 PEA GRAVEL A.R. LS) f JONES J-152-5•F ANGLE STOPa t DEPARTMENT of PUBLIC WORKS & WATE SERVICE ASSY, + 2 .. CITY OF HUN FINGTON BEACH � APPROVED• • DIRE 70R OF PUBLIC WORKS DATE -. AL.IFOR NI A sTANDARp. REVISION DATE - - 10- 1' 86 ] PLAN NO. PIPE BARRICADE PER STD. PLAN his TC BE USED IN PARKING LOTS, ALLEYS ETC, AlviCUNT DETERMINED 3Y IN!�PEC TOR. -- --`.vor 9----- -•-� _ SET AT 453 I /,/'TO STREET , i l z :6 2' t AS PHALT 1 1 I I PAVEMEN T �...,. ''1•�\\ 1 may// /�. 0 • 1. .r I * ';'•'e' 1 D. v \t ' ri�� : 1 •• i i RADIO LOCATION TAPE I 1 ..•.a: 3 L 'IMUM ' �a NOTES 1, ALL FIRE HYCRANTS TO BE PLACED AT THE E.,C R. OR PROP=_=cTY LINE 2:F :NG PIPE 64" PRICA0E SHALT, HAVE TWC COATS OF RED Or ZINC: PF + tAER 8. TNV0 COATS OF CUPOh, DULU�\ E.NAME6- 93.7r;-306 t-. YELLOW OR APPROVED ECU4�1_. 3RUBSER HOSE CAP WASHER SHALL BE FURNISHED WITH EAC. . CUTL_T. AL;. PA,•TS MAY BE REPL-ACED BY AN A►-►-ROVED E`;UA 5'ALL HYDRANT 'CAPS SrAi_L BE CAST IRON,[:QUIPPED wI7H RING AND CHAIN . b ALL NUTS & GOLTS SHAL'_ BE 315 GRA:)E z:T• l;%'L= SS STEE_ PEZER TO ::E,: VIYES STG =-AN 100 8, 'IC' FIRE HYCnANT Si4ALL 3E INSTALLED CLOSER THAN ( FIVE ) 5 i E=T FROM EDGE OF ANY DRIVEWAY 4-PRON. 9 A R • AS REOUIR=_:,. 10 •_2 MIN .C,__E,ARANCE OF UNOBSTRUCTED SIDEWALK TEV �CESCRIPTIO,% ,rF MATE41AL CTY., ITEM DESCRIPTICN OF MATERIAL „ C 1 TEE 0R TAPPING SLEEVE CLANGED 6 FixS RISER SPOCL.; C L. 1 1 � chi 6"G.V. FLG'D. * I!LG'D. X G.T. AL>,#PTER + 1 7 5'x x2'4 E,ASTBAY TYP1. F.H, W/ VALVE BOX PER STD. 612 A R i 5 I CONCRETE TH-RUST BLOCK PER STD c'A 3 : 6" RV.C. PIPE IA.R 1' g 6"x 36 C I, BURY C ►. DEPARTkSENT OF PUBLIC WORKS Fl FEE H ©RA NT . ASSEM BL.Y CI TY 'OF NU NTI NGTO N BEACH A��ovE� ��-'�_ � l.�`�� DIRECTOR CF rUBLIC WGRKS 6ATE CAL l.FOR N i A STANDARD _ ..f REVIS,CN DATE- 10'86 PLAN NO 60 / TOP :OF,`ASPHALT P�.VEME N T cat • ``�.•• �A i �'�'f�. • �•�•.tD..t• •� ..• • w ,' .•+.•lam' .•.,,r` •1:••}'i•••• 1 � �i �+a��.r•'�,1.• .� •.•. ,` .cr Z '^�Q;•,t> �Q ��i:� �'• �'AI �� •••, ail:•:•• ., > � .,r!+ j?''.: p.•:� ,�, of � , �. �` �.. .. "S ;��� '�, 8" ALL AROUND 3 I •M RADIO LOCATION TAPE (ONE PIECE ) © NOTES a 1 4 T +T IS TO BE FLUSH I ; WITH TOP OF PAVEMENT 2. REFER TO GEN. NOTES STO PLAN 100. 3, TAPE RADIO LOCATION TAPE M INSIDE OF BOX. LIST OF MATERIALS IcTY. ( � 1 D BROOKS 4TT VA�.VE .j i ,,--- -• CAN MARKE *WAlEF 8..P vC SCR 100 i I ++ j i 3 CONCRETE COLLAR DEPARTME-NIT OF PU®LIG WORKS VALVE BOX g�S MBLY IT Y OF HLJN"TING7ONt K AG H AP?n•'0�/ED: t••s� ..r ^DIRECTCR of PU19"IC WORKS OATC STANDARD ei I REVISION DATE.,,— 9-24'86 PLAN 140. 612 MW .,. ,,.-"'-sr►r-ter•* t . 90' }BEND REDUCER 45' BEND TEE. AND PLUG � BEARING _ AREA SQUARE FEET , PIPE DIA TEES & PLUGS 90' -BENDS 45 , BENDS 221 2" BENDS 14&6 4 S 3 2 1 8 .7 9 5 3 ! 10 10 15 8 4 ; 12 15 22 1 12 6 t 14 20 29 18 B t 16, . 27 38, 20 TO TYPICAL �pIMENSIONS t BEARING AREAS DESIGNED FOR MAX OF 1500 P.SF. SOIL BEARING PRESS. 4e4 2— BEARING,;AREAS SHALL BE INCREASED AT THE OPTION OF CITY ENGINEER IF SOIL 'BEARING PRESSURE IS LESS ' THAN 1500 P.S.F. > 3. CONCRETE SHALL BE CLASS 420-C• 2000 PER SSPWC• j 1979 EDITION AND ALL AMENDMENTS THERETO. 4. REFER TO GEN NOTES STO PLAN 100. 5 BEARING AREAS OF BLOCK IN LINE OF RESULTANT THRUST I SHALL BE AGAINST UNDISTUPBED EARTH. 6 TIE BARS SHALL 804 REINFORCING BAR W/HOOKED ENDS, I CROSS VERTICAL THRUST �IILr. �I isllr•�i� �! _.fl s �!=.. ,i1 , � I I �JJI�!i�! � I � ,� •, :. VA UI ES I••fell- THRUST BLOCKS FOR VALVES CROSSES AND VERTICAL T14RUST PIPE DIAMETER THRUST BLOCK.. REQUIRED 4' '21 CUBIC FEET s 1 CUBIC YARD... 2 CUBIC YARDS 10" 3 CUBIC YARDS 12" . 6 -CUBIC YARDS I 14 9 CUBIC YARDS 1 b" 11 CUBIC YARDS ' + DE PART WENT f PU8lJC WARK Tl-eU BLOCKS O .... S .; CITY"OF UN IBC ON B • a>� cTo>~a �. ,wows rt f� CALIFORNIA STANDARD 614 IREVf�tON 9-25-66 p �: m 1 ' X SPECIFICATIONS 1. _ IALTERNATE , v/ 1 ITEM NO. I LANDSCAPE AND IRRIGATION ;4 1 M �r 1 ALTERNATE7BID ITEM NO. 1 TABLE OF CONTENTS 7 PAGE NO. Stae ard .Spec ificatiOns _ , General Special Provisions , 2-5.'3 . 1 Electrical Material List A-1 2-5 . 3 . 2 Irrigation Systems Materials Li:St. A-1 2-564 Contract or As-Built and Record Drawings A-1 2-10. 1 Authority of Board and, Inspector A-2 ,4--1 . 6 Certificates of Compliance A-4 6-2 . 2 Materials Ordering Schedule A-4 7-8 9�11 Chemicals A-5 7-8 . 12 Temporary Fencing A-5 Special. Provisions Construction Materials 212-1 . 1 . 2 Class A Topsoil A-6 212--1. 2 . 3 Commercial Fertilizer A-6 212--1 . 2 . 5 Mulch A-6 212-1. 2 . 6 Soil Conditioners A-7 '212-1 . 2 . 7 Organic Fertilizer A-7 212-2. 1 .3 Plastic Pipe for ,use with Solvent Weld Sockel-_ *or Threaded Fittings A-8 212-2. 2 . 2 Gate Valves A-8 212-2 . 2 .4 Remote Control Valves A-9 212--2 . 2 .6 Quick Coupling Valves` A-9 212--2 . 2 . 7 Valve Boxes A-9 212 . 2 . 28 • Brass Pipe Fittings A-10 212-2 . 3 Backflow 'Prevention Unit A-10 412--2 . 4 Sprinkler Equipment A-10 212•-3 . 2 . 2 'Conduit A-12 212-3 . 2 . 3 Control Wiring A-12 212-3 . 3 Controller Unit A-12 212-Y. 4 Irrigation Service Enclosure A-12 214-1 . 2 Water Meter A-13 Construction Methods General ..Description of Work A-14 B Additions to Standard Specifications A--14 300-8 Earthwork A-14 300-8 . 1 Grading Operations A-14 300-8 . 2 Excavation A-15 --3008 . 3 Compacted Fill A-16 300-8 . 4 Backfill A-16 3018 Landscaipe Arid Irrigation Installation A-17 . 308-1 General A-17 308-2. 302 Fertilizing and Conditioning ,F. Procedures A-18 308-4 Planting A-18 , 308-4 ..5 .1 Papa Tree Plantings A-19 308=4 .7 Groundcover Planting A-.20 308 .4 .9. 5 Watering - A=21 30,8-5 Irrigation System Installation 'A-22 308-5 .1 "General. A-22 306-5 . 2 Quality Assurance A-24 ;308 �5 . 3 Sleeving 4 z A-25 '308-5 .4 L�.ne4Clearar,ce and Coverage A-25 308=.5 .5 Adjusting and Testing the System A-26 308- 5 :7 Backfi-lling A-27 `3`08-�5 :-8 Materials to be Furnished 'A-27 308-5 .9 As-Built and Record Drawings A-27 308-6 . 1 :? Guarantee A-28 308-�8 Measurement and Payment A-28 .7'.4 ALTERNATE BID ITEM NO. 1 - ATTACHMENTS C.EiH. Standard Plan 603 'C.B.B. Standard Plan 701A C.-H.B. Standard Plan 701E C.H.B. Standard Plan 701C C.H.B. Standard `'Plan 701D C.'H.B. Standard Plan 701E C.H.B. Standard Plan 701F C.H.B. Standard Plan 7011 C.H.H. Standard Plan 702 PART 1 GENERAL SPECIAL PROVISIONS (LANDSCAPE) 2-5 . 3 a ELECTRICAL MATERIAL LIST Within :fifteen ( 15 ) .."calendar days after award of con- tract and ateast: thirty ( 30 ) 'calendar days prior to :.} . installation the Contractor shall submit in triplicate. material .,lusts , `inlcludinga,but nct limited to panels/ mete re and f itti`ng,9 , to the Engineer. Once ( 1 ) copy will be returned to the Contractor. 2--5 .1 .`2 IRRIGATION SYSTEMS MATERIALS LIST Within fifteen ( 15 ) 'calendar. days after award of Con- tract and at least thirty ( 30) calendar days prior to installation the Contractor shall submit to the Engineer in triplicate a list of materials .including the manufacturer , description and model number-;and in- stallation data . Catalog cuts and full descriptive liturature must be submitted whenever the use of iter^s different than those specified are requested. one ( 1 ) copy will be returned to the Contractor . • When requested , Contractor shall furnish the Engineer with 'Certlficatee of Compliance for irrigation equipment indicating that the materials comply with these specifications . Equipment or materials inutalled or furnished without the prior approval of the Engineer may be rejected and such materials removed from the site at the Contrac- torts expense. 2-5 . 4 CONTRACT OR AS-BUILT AND RECORD DRAWINGS The City shall furnish the Contractor with one ( 1 ) set ( 50% . screened) reproducible transparencies (contact my,lars ), for his ,use as a base plan in preparing ir- rigation and planting layout plans upon which the Contractor shall show all landscape work required under this contract . Prior to the installation of any planting or irrigation work the layout plans shall be approved by the Engineer and shall thereby become the Contract drawings for the landscape portion of this contract . Contractor shall maintain and keep up to date a get of bluelines showing the "as-built" location of. major features of the project and indicating changes that 'may occur 'to the approved layout plans during installation . A-1 Prior `to the Plante EstablimhraeA. Period, Contractor shall return to the Engineer , the City ,furnished,, re-- produc'ible `transparencies with the approved i"rrigation rand planting , layouts as the.. Record Set. showingfthe an- buil.t data , 'of IL a, Ity satisfactory to the Engineer. Transfer ao-built data in ink (no ball � �aoint pen) and eradicate outdated items. t: 2-101 ADTHQRITY `AF BOARD AND INSPECTION The Engineer shall at..all .times have access to the .wo ' k � .: . . :x:. during ` its ` construction and.. shal1 have every reasonable facility for ascertaining thit_ the stock and materials , used -and employed , and the workimanship,.; are in accord- . ance with the requirements and . intentions �of these . specifications . I The inspection. of..,, the work Shall * not relieve the ,'Contractor of any obligation to fulfill all conditions of the contract prescribed . Inspection of a method 'of procedure , process or system of operations of the Contractor , failure to observe . hazardous operations of the Contractor , or failure of the..Engineer to barn the Contractor that the method or methods of construction adopted by him are, hazardous to property or Ito persons shall not relieve the Contractor of his obligations hereunder . In addition to the required inspections by the City ' s Building and Safety Department , Contractor shall notify the Engineer .twenty-four ( 24 ) hours prior to permanent concealment of any work including but not limited to the following : 1 . Rough grading operations . 2 . Irrigation system, layout , pressure supply line test , and coverage tent . 3 . Electrical conduits and hook--ups . 4 . Soil preparation and backfill mixes prior tc plant installation . 5. Plant material and planting holes prior to installation. 6 . Finish grade prior to ground cover installa- tion . 7 . End ,of planting operations prior to Plant Establishment Period . S . Acceptance of work. The Contractor shall give a least 24 hours advance notice when he or hiss Subcontractor will start or resume the work . The above 'notice .is to be given during . working' hours , exclusive.. of Saturday , Sunday or City holidays for the purpose of permitting the Engineer to make necessary A-2 ass.ignmentr of his 1 . epresentatives. if .the Contractor `electe to work under this contract .Ta4 more than 8 his/.day or., more than .40 hre%week, , Sat�urday, .v.. Sunday, or, City holidays, he' .shall the Engineer for the required inspection service an pay the special . inspection fees which will be 'ch ' ged at the following rates : 4 hrs.,'. or less/day $125. 010 4 hrs . to 8 bra/ day $250 .00 N when Special Inspection ie . "req'uired, the Contractor shal-1 'notify . the :',City a:nd pay inspection fees 24 hou'rs in advance . If the ..Contractor is directed by .the 'City to work under this contract more than 8 hrs/day ,or more ':thin 40 hra/week , the Special Inspection fee require- ments will be waived . A ' work performed in conflict with said advance notice approval or consent.. may, be .rejected or ordered to be . uncovered for examination at Contractor' s expense, and shall be removed at Contractor ' s expense , if so ordered by, the :Engineer . :Any unauthorized or .defective work, defective material or workmanship or any unfaithful or imperfect work that m.ay be discovered before the final payment and final acceptance of work Shall be corrected immediately without extra charge even though it may have been caused due to failure to inspect the work. A11 authorized al.terations: affecting the requirements and information given on the approved plans ahall be in writing .. No changes shall be made on any plan or draw- ing after the same has been approved by the Engineer, except by direction of the Engineer in writing . Devia- tions from the approved plans , as may be required by the exigencies of constructions will be determined in all cases by the Engineer and authorized in writing . All instructions , rulings and decisions of the Engineer shall be in .writing and shall be final, and binding an all 'par tien :unless formal protest is made in writing and as provided in the following paragraph: If the Contractor considers any work demanded of him to be outside the requirements of the contract, or if he considers any instruction, ruling or decision of the Eng�ineer � to be unfair , he shall within ten ( 10 ) calen- .dar days after any such demand is made , or instruction, ruling or decisions is given , file a written protest with the, Eng� :,eer, stating clearly and in detail his objections and reasons therefore., . Except for such protests and objections as are made . of record , in the manner and within the time above stated , the Contractor A-3 ti - Nhall .. be'`deemed to have .waived and 'does hereby waive All claim$ for extra work, damages ,. and extensions of ;time on, account 'of demands , instructions , rulings and 'decisions of the Engineer. Upon -,receipt of any such protest f rom the `Contractor , the Engineer shall review ;the demand, insatruction, uling 'br decision objected to and shall promptly adviee .the Contracf*ors , ."in writing of his final deci- sion, which shall , be binding on all parties , tin=leas within the �ten ( 10 ) calendar days thereafter the Con- tractor shall file with the City Council a formal pro- test against said decision of the Engineer. . The City %.ouncil ` shall * consider and render-a final decision on tiny such ;proteat within thrity ( 30 ) calendar days of receipt 'of same . 4-1 .6 CERTIFICATES OF COMPLIANCE As required ,by these specifications , a Certificate. of `Compliance shall be furnished prior to the use of the materials . A Certificate of Compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identi- fied. All materials used on the basis of a Certificate of ;,,. Compliance may be sampled and tested at any time . The fact that material is used on the basis of a Certifi- cate of Compliance shall not relieve the Contractor of reaponsibility for incorporating material in the work which conforms to the requirements of the drawings and specifications and any such material not conforming to such requirements will be subject to rejection. The City reserves the right to refuse to permit the use of material on the basis of a Certificate of Compli- ince . 6-2 . 2 MATERIALS ORDERING SCBEDULE Because of required lead time for the Myers Irrigation Service Enclosure item, the Contractor shall furnish the Engineer within .10 working days of the Notice to Proceed , a „copy ofthe . order placed with the manufac- turer or supplier showing anticipated date of delivery . A- .The . irrigation service en'c1orure is available from Myers Electric Products , Inc . 1130 _ S . Vail Avenue, Montebello, CA. ' 0 64b (213 ) 724-0450 . 7-8011 CEEMI CAI,S Contractor shall : comply ,with all rules and regulations ofwthe Department of. Food and Agriculture, the Depart- ment of Health , the Department of Industrial Relations and all other agencies which .govern the use of chemi- cala 'required in the performance of the work. Checnica1a shail include but shall not be linvited to fertilizers , soil conditioners,* herbicides , insecti- cides fungicides , rodenticides , germicides , nematocides bactericides , inhibitors , €=iganta , defoliants , deaic- cants , soil `terilentr- and repellents , paints and pre- servatives . Contractor .shall apply spray chemicale, when air cur- rente are still ; preventing drifting onto adjoi'ining property and preventing any toxic exposure to persons whether or not they are in , or near , the project . 7-8 . 12 TEMPORARY FENCING Temporary fencing , equal to National Rent; A Fence , as approved by the Engineer shall be installed along the back of existing walk from the block wall on the east side to the bridge on the west side . One drive gate shall be provided for construction access . The site shall be fenced and secured to prevent public access during the total construction period . Contractor shall remove the temporary fencing at the end of the thirty ( 30 ) calendar day Plant Establishment Period . A•5 L SPECIAL PROVISIONS ( LANDSCAPE) The following additions are made to Parts 2 , 3 and 4 of the Standard Specifications . If there is a conflict between these additions and the Standard Specifications , these additions shall have p:ecede'nce . PART 2 CONSTRUCTION MATERIALS (LANDSCAPE ) Where applicable , alternative Materials specified in Part 4 of the Standard Specifications , shall be used . 212--1 . 1 . 2 CLASS A TOPSOIL r Modify "Class A topsoil additional requirements" to the following : Silt plus x clay content of the import soil shall not exceed 20% by weight with a minimum 95% passing the 2 . 0 millimeter sieve . The sodium adsorption ratio ( SAR ) shall not exceed 6 and the electrical conductivity ( ECe ) of the saturation extract of this soil shall not exceed 3 . 0 millimhos per centimeter at 25 degrees centigrade . The boron content of this soil shall be no greater than 1ppm as measured on the saturation extract . Samples of the import soil nhall be submitted to the Engineer two ( 2 ) weeks prior to proposed delivery to the site. 212-1 . 2 . 3 COMMERCIAL FERTILIZER Commercial fertilizer shall have the following minimum guaranteed analysis : TOTAL NITROGEN ( N ) as Ammoniacal derived from Ammonium Sulfate and Ammonium Phosphate . . . . . 1.2 . 00% AVAILABLE PHOSPHORIC ACID ( P205 ) derived from Ammonium Phosphate . . . . . . . . . . . . . . . . . . . . . . . . . . 12. 00% SOLUBLE POTASH ( K20) derived from Sulfate of 4 Potash . * * * * . * . * * . * gooses . . . . . . . . . . . . . . . . . . . . 1 2 . 0 0% SULFUR ( S ) expressed as elemental derived from Sulfate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 . 00� CALCIUM ( CA ) DFRIVED FROM GYPSUM. . . . * 46606006 2 . 10% Comme.ical fertilizer is available as Triple Twelve manufactured_by Best Fertilizer, Azusa , CA. 917031 ( 21.3 ) 334-4995 . 212-1 . 2 . 5 MULCH A-6 Mulch shall be w►oodchips produced by machinery eiPPed with knives �or blades which cut rather than .shred or break the material . Eighty-five m ) percent by volume shall be between one-half (1/2 ) inch and three..;..( 3 ) inches in length and ..not less than three-eights (3/8.) inch .in width and thick- ness , equivalent to those produced from tree trim- mings . Wood chip mulch shall be free of rocks , paper, leaves or other debris as requested by the Engineer . Wood chips are available as 'Medium' grade at 'Artesia Sawdust Company , Gardena , CA. ( 213 ) 538-3850 . A sample shall be submitted for approval before delivery to the site . 212-1 . 2 . 6 SOIL CONDITIONERS Soil penetrant shall be Pent-A-Vate liquid soil conditioner available from Burkard Nurseries , Inc . , 690 No. Orange Grove Blvd. , Pasadena , CA . ( 213 ) 796-4355. Gypsum shall be agricultural gypsum with the following minimum guaranteed analysis : Gypsum (CaSO4 . 2H2O ) 84% Combined Sulfur (S ) 15 . 6k 212-1 . 2 . 7 ORGANIC FERTILIZER Organic fertilizr shall be comprised of decomposed animal , fish and vegetable matter and composted to support bacterial cultures . Fertilizer Ahall contain no poultry , animal or human waste . Organic fertilizer shall have the following minimum guaranteed analysis : GUARANTEED ANALYSIS : Total Nitrogen. . . . . . .. . . . . . . . . . . . . . 1 . IN,. . . . . . . . 5. Ono k . *Ammonic nitrogen. . . . . . . . . . 1000% * "Organic nitrogen. . . . . . . . . . 4 . 009. AvAilabae phosphoric acid` " * . . . . . . . . . . . . . . . . . 3.00% Soluable potash*** R . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00% Humus (derived from compost ) . . . . . . too . . m . . . . . 50 .00k Humic acids (derived from compont ) .'. . . . . . . . « . 15900k Iron (eipressed as elemental - derived from iron sulfate) . . . , . . . . • • • • • • • • • • • • • • . . • • • • • • . 1 .00% Manganese (exprepsed as elemmental - derived mang.�►ne�e sulfate ) • . . . . s . . . . . . . . . . . . . . . . . . . . 0.05% A-7 l Zinc (epre®aed as elemental - derived from zinc •ulfate) . . . . . . . . « . . . . . . . . . . . . . . . . . . . . . . 0 .05% Penetrant (Alkyl naphthalene sodium s u f 1 o!l.ate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 .0 0 k * derived from ammonium phosphate derived from compost , meat meal & urea derived from compost meat meal & triple superphosphate «" ** derived from compost & muriate of potazh Organic fertilizer is available as Gro-Power Plus manufactured by Southern California Organic Ferti- lizer Co. , Glendale, CA. 91209 ( 213 ) 245-6849 . 212-2 . 1 . 3 PLASTIC PIPE FOR USE WITH SOLVENT WELD SOCKET OR THREADED FITTINGS Plastic pipe shall be injection molded; rigid, un- plasticized polyvinyl chloride ( PVC) , NSF approved , of high tensile strength , chemical resistance and impact strength, Type 1 , Grade 1 , 2000 PSI hydrostatic design stress ( PVC 1120 ) . Minimum pressure rating shall not be less than the working pressure for the schedule ad size of pipe indicated on the drawings and specified herein. Pressure mainline piping two ( 2 ) inches and larger shall be PVC 1120 , Class 315 , conforming to ASTM D-1785 , with Schedule 80 solvent -weld fittings . Pressure mainling piping lees than ( 2 ) inches shall be PVC 1120 , Schedule 40 , conforming to ASTM D-1785 with PVC Schedule 40 solvent-weld fittings . Non-pressure lateral lines shall be PVC 1120 , Class 200 conforming to ASTM D2241 with PVC Schedule 40 solvent-weld fittings . Fittings and couplings shall be threaded PVC Schedule 80 conforming to ASTM D-2464 or slip-fit- ting , tapered socket , solvent-welded type, PVC Schedule 40 conforming to ASTM D-2466 or PVC Schedule 80 conforming to ASTM D-2564 . 212-2 . 2 . 2 GATE VALVES Gate Valves shall be bronze with screw -in bonnet, manufactured as Nibco T-113 , installed as indicated on the drawings . The operating unit shall be line-sized as indicated on the drawings and have an arrow cast in the metal A-8 a- indicating the direction of opening. Valve shall conform to American Water Works Standards . Valves shall - be designed to permit dismantling to replace sealing componente. without removal of the valve body from the pipeline. Valven shall be installed with operating nuts and per Standard Plan 701F. 212--2 . 2 . 4 REMOTE CONTROL VALVES Remote control valves shall be solenoid activated , cast iron with Marine Bronze removable seat , mech- anically self-cleaning , without a filter br screen, and slow closing , eliminating water hammer and chatter. A resilient seat petcock shall provide for manual opening and flushing . All valve components shall be serviceable from the top, with- out having to remove the valve body from the system. Remote control valve shall be manufactured as Series 2000 by Griswold Controls , Irvine, California. Remote control valves shall be sized and installed as indicated on the drawings . Each remote control valve shall be installed in a separate valve box and per Standard Plan 701 C. 21.2-2 . 2 . 6 QUICK COUPLING VALVES Quick coupling valves shall be brass or bronze with built-in flow control , self-closing valve and lock- ing yellow vinyl cover, operable with single lug one ( 1 ) inch quick coupler key , manufactured as Rain Bird 44-LVC and 44-K respectively . Quick couplers shall be installed with a swing joint assembly of brass pipe and fittings as indicated in Standard Plan 701 B. 212-2 . 2 . 7 VALVE BOXES Valve boxes for gate valven shall be Brooks Series 1100 , 10"round plastic box with snap--lock tab cover permanently marked by indenting "GV" on the cover. Valve boxes for automatic remote control valves shall be Brooks Series 1419 , 14 1/2" x 19 1/20x 12" plastic box with anap-lock tab cover permanent- ly marked by indenting "RCV" and station number on the cover. Valve box lids . shall be green in color . A-9 Valve boxes shall be set 2" above grade in planter areas , with valves set at sufficient depth to provide clearance between the cover and valve . 212-2 . 2 .5 BRASS PIPE FITTINGS Brass pipe shall be 85% red brass , American National Standard Institute, Schedule 40 screwed pipe , conforming to Federal Specifications WW-P- 351 . Fittings shall be medium brass , screwed 125 pound class , conforming to Federal Specifications WW-P- 460 . 212--2 . 3 BACKFLOW PREVENTION UNIT Backflow prevention unit shall be a 2 inch size manufactured by Febco or Neptune and installed according to city of Huntington Beach Standard VOI A and local codes . Entire unit shall be painted with two ( 2 ) coats of rust resistant dark green enamel paint . The reduced pressure backflow prevention unit shall consist of two ( 2 ) separate apring loaded "Y" type check valves , a differential relief valve , two ( 2 ) shut-off valves and test cocks . The units shall automatically reduce the pressure in the Zone be- tween the check valves . Both check valves and dif- ferential . relief valve shall be so constructed that they may be serviced without removing the device from the line . Reduced pressure backflow pre- vention unit shall be rated to 150 PSI working pressure and water temperatures to 140 degrees F. Units two ( 2 ) inches and smaller shall have bronze bodies and bronze trim. Units two and one-half ( 2-1/2 ) inches and larger shall have cast iron bodies with apoxy coating and bronze trim. The assembly shall meet the performance specifications of the American Society of Sanitary Engineers , USC Foundation for Cross-Connection Control and Public Health Officials . 212-2. 4 SPRINKLER EQUIPMENT Irrigation heads shall be of the manufacturer , size type and rate of precipitation with the diameter (or radius ) of throw, pressure , and discharge as apecified in these specifications . Equipment of one type and flow. characteristic shall be from the ease manufacturer and all equipment shall bear the manufacturer' s name and identifi- A-10 cation in the installed position. Rig}er units shall be oriented perpendicular to 1 the finish grade, installed as indicated in the i Standard Details and specified herein , with nipples of the same size as the riser opening in the irrigation head. Fixed-spray type irrigation heads shall be con- structed of non-corrosive heavy duty Cycolac with gallonage nozzles as noted on plans . Nozzles shall be comprised,. of one ( 1 ) .or more orifices at two ( 2 ) radius ranges and shall be adjustable from full on to full off. Nozzle shall elevate when in operation to a height of twelve ( 12 ) inches . Re- traction shall be by a heavy duty stainless steel spring . Nozzle piston shall be equipped with a filter screen and have a smooth external surface peration in a resilient guide. All parts shall be accessible through the top of the unit by removal of threaded cap. The irrigation head shall be manufactured as the 570 Series Pop-Up Spray Head by the Toto Company , Irrigation Division , Riverside , California . Bubbler heads shall be as manufactured by Hydro- Rain model number 610 adjustable flooding bubbler type . Stream rotor head shall be construr!ted of non- corrosive heavy duty Cycolac . A large filter screen of over 7 square inches for the 12" pop- up shall be a part of the. sprinkler . All sprinkler parts shall be removably: through the top of the case . Maximum working pressure at the base of the sprinkler shall be 75 PSI . Nozzle shall be comprised of 12 orifices which rotate at the top of the unit and ahall 'pop up 12" when in operation . Retraction shall be achieved by means of a heavy duty stainless steel spring . The stream rotor sprinkler shall be of the planet- ary gear driven stream rototary type. Rotation shall be accomplished by a sealed oil packed planetary gear assembly isolated from the water supply . The sprinkler shall be available in three ranges with standard arcs of 360 degrees , 180 degrees ,, and 90 degrees , intermediate degrees of 270 degrees , 225 degrees , 202-1/2 degrees , 157-1/2 degrees 135 degrees , and 112-1/2 degrees shall also be available: with the changing of an arc disc . A•11 The sprinkler shall be manufactured as the 300 Series Stream Rotor by the Toro Company, Irrigation Division, Riverside, California . 212-3 .2. 2 CONDUIT Conduit shall be Schedule 40 PVC plastic pipe. 212-3 . 2 . 3 CONTROL WIRING Connections between the controller and the solenoid activated remote control valves ahall .be made with direct burial copper wire, #14 AWG, Type U . F. , 600 aolt. Wire shall be PVC insulated or single conductor type, underground feeder cable , D.L. approved. 212-3 . 3 CONTROLLER UNIT Controller shall be a 12 station, wall-mounted, manufactured as the ISC by Rain Bird Sprinkler Mfg . Corp. , Glendora , California . Controller shall be a microprocessor based/micro electronics solid state type, capable of fully automatic or manual operation. Controller pro- gramming schedule shall be based on a variable eight ( 8 ) -day cycle. Each station shall have the capability of . being programmed to automatically start on any quarter hour up to four ( 4 ) . times per day . Station timing shall be variable from one ( 1 ) to ninety-nine ( 99 ) minutes in one ( 1 ) minute increments . Controller shall be mounted inside the Irrigation Service Enclosure per Standard Plan #701 I . 212-3. 4 IRRIGATION SERVICE ENCLOSURE Irrigation service enclosure shall be a Myers model MEUG-I-M285 and be installed per Standard Detail #701 I . Enclosure shall be designed to provide 120/240 VAC 1 0 3-W 100 AMP meter socket with test blocks, six circuit interior, neutral and equipment ground and a► plywood mounting board with tilt bracket for the irrigation controller . In lieu of the photo- electric receptacle as shown on Standard Plan 701 I , a 24 hour time clock shall be specified by the Contractor in the order placed with the enclosure manufacturer. A-12 1 Provide a typewritten directory mounted inside the door in the metal fram' a 'which shall :clearly identify each circuit as-to use and loca- tion. Circ uim uit nbers 'hall be stamped into 'dead- front adjacent to each circuit breaker . Provide engraved screw-ion nameplates on panel trim indicat- ing panel designation . Exterior of enclosure shall be furnished from the* manufacturer with two .( 2 ) coats of rust resistant baked on enamel . Enclooure Mhall be located directly back of Warner Avenue sidewzlk. Final locations of the enclosure shall be determined by the Engineer. 214-1 . 2 WATER METER The irrigation system shall be connected to water supply points of connection as indicated on the drawings . Contractor shall apply for service from the Department of Public Works and shall purchase and install water meters as shown on the drawings per City of Huntington Bench Standard Place #603 , including all appurtenances and water meter . A-13 e- . PART 3 CONSTRUCTION METHODS °Y A-I GENERAL DESCRIPTION OF WORK The work to be- done, in general consist of: providing irrigation and plant layout working drawings , earthwork, installing irrigation service enclosure , providing power for the automatic ir- rigation controller, a complete automatic opexa- tional irrigation system, complete landscape installation including relocation ,,. plantin`g and of guying of existing palms , importing sand and Class A topsoil and soil preparation, installing shrubs and ground cover and performing all plant estab- lishment `period work and furnishing all labor , materials , tools , equipment and incidentals necessary to perform the said work. All. work shall be completed to the satisfaction of the Engineer . B. ADDITIONS TO STANDARD SPECIFICATIONS 300-•8 EARTHWORK 300-8 . 1 GRADING OPERATIONS Finished surfaces in all casee . shall conform to the lines , grades , cross sections and dimensions shown on .the drawings . Such deviationP from the original drawings and working drawings , as may be required by the exigencies of construction , will in all cases be determined by the Engineer and authorized in writing . Finished grades shall be well compacted , reason- ably smooth and conform to the drawings , insuring positive drainage , free of abrupt grade Ichanges , irregularities , water pockets or discontinuities in surface level . All areas to receive ground cover and Raphio- lipsis shall be "ripped 12" deep minimum with ripper teeth 12" O.C. in two passes and from opposite directions with 6" off set ( in narrow areas only) in areas of sufficient size, rip- ' ping shall be in crossing pattern to each other. Prior to ripping , agricultural gypsum shall be spread at the rate 'of 200 pounds per 3.000 square feet . All unsuitable material shall be brought to the surface such as concrete , wood , pipe, tar, A.C. , etc6 and removed from site. A-14 Adequate drainage; shall be provided throughout the progress of the work so .that storm-, water will be diiposed of without =damage. to. the project ,or adjacent properties . Any -such damage shall be repaired at the Contractor ' s expense . No .f nish arscling shall be done when the moisture content of the soil is so great that excessive compaction will occur , nor when it is no dry that dust will form in the air or the clods will not break readily . All finish grading shall be 'completed prior to planting operations . Prior toycompletion of finish grading , all rocks roots or other foreign material one ( 1 ) inch or larger in any dimension and weeds shall be removed from the top two ( 2 ) inches of the finish grade . Finished grade adjacent to paved areas and curbs shall be one ( 1 ) inch below the finished surface for groundcover areas . 300-8 . 2 EXCAVATION The Contractor shall make sufficient excavation to construct all of the work shown on the drawings or apecified herein , and shall abide by the Construc- tion Safety Orders issued by the Division of Industrial Safety of the State of California . Excavations shall be to the dimensions and eleva - tions indicated on the drawings , or as specified in these specifications. Bottom of excavations shall be level , free from loose material , and to the required levels in undisturbed earth . All excavations shall be kept free from standing water. The Contractor shall assume all responsibility for pumping or draining that may be necessary in carrying on the work. The Contractor shall comply with State of Calif- ornia Labor Code Section 6705 . Acceptable excavated material shall be transported to and placed in fill areas within the limits of work. Unsatisfactory material encountered within the limits of work done shall be excavated below grade . and replaced with satisfactory material as requested by the Engineer. A-15 As .approved by the Engineer, *distribute satisfac- tory excavated subsoil obtained from grading operations for planting areas* 300-003 COMPACTED FILL Graded material shall not be left in loose layerq but shall be compacted in than layers . Fill material shall be composed of satisfactory excavated material or approved import Class A topsoil per Subsection 212-1. 1 . 2 . The import soil shall ,be evenly spread in uniform continuous horizontal layers not more than 3 inches deep of uncompacted thickness . After fist layer is spread, the import shall be mixed to a depth of 6 inches until the import soil is uni- formly blended with the native subgrade. Each uncompacted layer shall be moistened or distribution within three ( 3 ) percent of optimum moisture content . Compaction shall be performed by suitable mech- anical .equipment as approved by the Engineer . Each lift and the upper six ( 6 ) inches of natural soils shall be compacted to at least 85% of max- imum density obtainable in areas designated for planting . Each layer of fill shall be sufficiently roughened after compaction to ensure bonding to the succeed- ing layer . • Bring fills to suitable elevation above required grade to allow for shrinkage and settlement . 300-8 . 4 BACKFILL Trenches and areas adjacent to fo6tingn and found- ations shall not be backfilled until the work is inspected and approved by the Engineer. Excavated material , approved for backfilling , shall be free from large clods , stones and other objectionable materials , exceeding three ( 3 ) inches in diameter ; and deposited in layers not greater than six ( 6 ) inches , brought to .within three ( 3 ) percent of optimum moisture content and compacted fill as specified herein . Prior to planting operations , trenches shall be at the A-16 V cotpacted finish grade ( see Subsection 308-2 . 2 ) . Trenches , thit settle below grade shall be reopened to a depth required for proper compaction, re- filled and compacted to indicated surface eleva- tion allowing for shrinkage and settlement. 308 LANDSCAPE AND IRRIGATION INSTALLATION - a= 308-1 GENERAL Contractor shall provide all labor, materials and equipment necessary to furni$h and install all planting materials and related materials as speci- fied herein , including , but not limited to, soil atiendments , fertilizers and conditioners , itaport soil znd sand and hole excavation , backfill :nix , soil preparation for groundcover areas , relocation of City owned palm trees , planting shrubs , ground- cover and palm trees , guying palms , mulching and clean up operations and plant establishment work. Contractor shall provide and plant the following : Fifty ( 50 ) 5 gallon Raphiolepis ' Springtime ' at 4 ' O.C. in a 'double row 3 feet back of existing Warner Avenue sidewalk starting 6 feet from pro- posed curbs , on each side of driveway . Thirty ( 30 ) shall be planted on the east side and twenty ( 20 ) on the west side . Fifty--five ( 55 ) 5 gallon Raphiolepis ' Springtime ' at 4 ' O.C . in a minimum of a double row along existing block wall at east property at narrowest portion between wall and proposed parking lot. All areas below Raphiolepis and tree well areas shall be planted with Gazania ' Sunrise Yellow' at 12" O.C. and 6" from shrubs , walks , curbs and walls . Nineteen ( 19 ) 5 gallon Melaleuca nesophylla at 10 ' O.C. in a single row 5 feet from and parallel to the existing block wall at east property line . Row to start approximately 35 feet back of exist-- ing Warner Avenue sidewalk. Row to end approx- imately 180 feet north of sidewalk . Nine ( 9 ) 5 gallon Melaleuca nesophylla at 10 feet O.C. in a single row 5 feet from and parallel to existing block wall at east property line. Row to start approximately 15 feet from proposed sidewalk at north end of project and end approx- imately 60 feet south of proposed sidewalk. A-17 Proor to an t >... y `soi.1, preparation 'in shrub and, ground cover areas and before reeds ez"ceed two `( 21 inches in height, they shall be removed and disposed of off-site. Serious weed pests blackberry, un anted rhizomatous grasses , .( i.e.utO sedge or,, bitid weed ) shall be„ sprayed with Roundup, as manLfac- tured by Monsanto Co. , or approved equal , at the rate of five ( 5 ) quarts. per acre and left in-.place for , seven '( 7 ) ca'lendar days . Application shall be as recommended by manufactiure' r . As .deteimined by the Engineer, a second application 'of Roundup shall be Made seven (7 ) 'days after the first • app,111cation. With both applications , areas spray- edT;s,hall remain unratered for a minumum of forty- eight ( 48 ) hours . Dead weeds shall,, be removed seven ( 7 ) ;calendar days after second application and dxapo©ed of off-site . 308-2 . 3 . 2 FERTILIZING AND CONDITIONING PROCEDURES Prior to cultivating organic soil amendment shall be spread 2" deep over the entire areas to be planted with groundcover and Raphiolepsis and 15 lbs . of agricultural gypsum, 15 lbs . of 12-12-12 commerical fertilizer , 100 lbs . of agricultural gypsum, 15 lbs . of soil sulfer per 1000 S.F. shall be broadcast evenly over the areas to be planted to ( 4 ) nine inches of soil by suitable equipment operated at approximate right angles in at least two ( 2 ) directions . These procedures shall extend 12" beyond the groundcover areas . Prior to spreading organic soil amendment, soil penetrant ( Pent-A-Vate ) at the rate of 20 gal . per acre shall be sprayed over all planting areas. 308-4 PLANTING Stake plant locations and secure approval from the Engineer before excavating pits , making necessary adjustments as requested by the Engineer. . Exca- vated pits shall have vertical and roughened sides a minimum of twice the diameter of the root ball to 'permit handling without injury or breakage of the roots or root ball . ( 1 ) Pits shall be the depth of the container plus six ( 6 ) inches . ( 2 ) Pits shall be square for boxed materials; circular for container material . ( 3 ) Bottom six ( 6 ) inches of backfill shall be watered and compacted before planting. A-18 Y' BAckfi11 as follows shall be machine -mixed and approved by the Engineer prior to incorporation in planting pits : 6 part of volume On-site coil 4 `parts of volume Nitrol ized Sawdust 1 lb. per CY of mix 12-12-12 Commercial fertilizer 2 lbs . per CY of mix Soil Sulpher UnBui tab 1e soil encountered in excavation shall be dispaeed of off-site and approved import soil shall be provided. Spacing 'of rooted ground cover shall be as indi- cated on the drawing's . Containers shall be opened and removed in such a manner that the plant root ball is not injured . Set plants in center of pits , in vertical position so that crown of plant will be level with finish grade . All shrubs shall be planted per Standard Plan 702 unless otherwise noted herein . Melaleucas shall be set in basing six ( 6 ) inches deep and the bottom shall be level with surround- ing finished grade , Finished grade for treewells shall be 4" below concrete . After all planting operations are completed and prior to mulch placement ' Sulflan ' or ' Ronstar ' shall be applied at the manufacturer ' s recommend- ation in all areas . After all planting operations and herbicide appli- cations are completed, wood chip mulch shall be spread evenly 2" deep over the entire basin bottoms . 308-4 . 5 . 1 PALM TREE PLANTING Palm trees to be relocated are located on the north side of Palm Avenue between 17th Street and Goldenwest Street . Before any excavation work is begun Underground Alert shall be contacted to determine exact loca- tion of any underground utilities that may be located within the parkway areas . A-19 .s' Contractor shall dig out twelve ( 12 ) existing "palm trees locati"d in parkway. areas in the location referenced above and ,tranaport them to the ei:te and plant per these,.Bpecifications in proposed treewells and in, other project site locations as .. ,. directed by the Engineer. Palms in existing tree- wells are not to be removed. After palms have. been removed the excavations shall be backfilled to grade existing surrounding with Class A import soil and compacted to 85% . All debris and rubbish shall be scemoved and dis�po©ed of at a legal duup, site. Area shall be . left in a neat an swept condition. Airy barracading required shall be per the City Standard Specifications and as required by the Engineer. Root ball shall be a minimum of 24"x24"diameter . The plant hole shall be a minimum of 121 all around the sides of the root ball . The bottom of the plant hole shall be excavated 18" deeper than the root ball . Backfill below root ball shall be seven ( 7 ) parts sand and three ( 3 ) parts Class A soil , watered and compacted before palm trees are planted . Sand shall conform to the requirements for Port- land Cement Concrete as specified in Subsection 201-1 . 2 . 1 . Palms after planting shall be as perpendicular to. finished grade s possible . Palm fronds (shall be tied before digging with hemp twine and shall remain tied until directed by the Engineer to remove the ties . Backfill for palms around the sides of the root ball shall be machine-mixed and approved by the Engineer prior to incorporation in plant pits as follows : 6 parts by volume Class 'A' topsoil 4 parts by volume organic amendment 1 pound 12-12-12 Commercial fertilizer per C. Y. of mix 10 pounds agricultural gypsum per C .Y. of mix 2 pounds iron sulfate per C. Y . of mix After initial watering care shall be exercised by the Contractor to avoid overwatering the palms . 308-4 .7 GROUNDCOVER PLANTING A-20 All areas .not planted'`with shrubs shall be :;planted With `cuttings of .Carpobrotus edulis at.,,_18" _ O.C. and 3 feet from . ahruba and other groundcover, curbs , walla and paved surfaces .,.. Carpobrotus cut- tinga may betaken from City. right-or-way as directed by the Engineer at no charge to -the Contractor. No ground cover shall be planted between the Melaleuca shrubs . Carpobrotus edulis cuttings shall be ten ( 10 ) inches or more in length and shall not be rooted. Cuttings shall be insect and disease free tip cut- .tin_gs from, healthy vigorous and strong growing plants . Mature. or brown colored etem ,growths or cuttings which have been trimmed will not be ac- ceptei3 . Cuttings shall be left to 'dry (harden- off ) not less than two ( 2 ) but not more than five ( 5 ) days before planting . After soil preparation operations are completed as specified elsewhere in these specifications , cut- tings shall be planted in neat , straight rows parallel to the adjacent curb or sidewalk. Cut- tings in adjacent rows to the first row shall be staggered to each other . Cuttings shall be planted to such a depth that not less than 2 nodes -are covered with soil . The basal end of Carpo- brotus cuttings shall not be less than 4 inches below the surface of the soil . No Carpobrotus cuttings shall be planted in soil that does not contain sufficient moisture at an average depth of 2 inches below the surface to promote vigorous root development on such cuttings and sustain their growth and development . 308-4 . 9 . 5 WATERING Not more than one hour shall elapse from the time any ground cover is planted until it has been watered . Several consecutive waterings may be necessary to thoroughly saturate the soil around each plant . After initial watering , Corpobrotus cuttings shall be watered only to keep the cuttings barely snoist at a depth of 2 inches . All other plants shall be watered as often and in sufficient amount as conditions may require to keep the soil and plant roots moist during the life of the contract . Should delays be encountered in obtaining power to the controller, the Contractor shall still be re- A-21 sponeible for watering all plant materials as specified herein. Palms and,.., shrubs . shaI l be watered im"mediat'el'y after planting. ,Water. a 411 be applied until the backfil�l ioil �around and below the roots or ball of earth around the roots of each plant is thoroughly saturated. 1 308-5 IRRIGATION SYSTEM INSTALLATION 308-5 . 1 GENERAL Contractor shall provide all labor, materials, and equipment necessary to furnish and install the ir- rigation system as specified herein, including but not limited to irrigation materials and related appurtenances , excavation and backfill of pipe trenches , record drawings , guarantees . permits and licenses , testing and inspections and clean-up operations . Contractor shall provide a minimum of head to head coverage for all spray heads . Spray heads shall be a minimum of 6" from curbs and sidewalks . Gazania areas shall be watered by shrub spray pop-up heads as specified herein. A minimum of two shrub spray pop-up heads shall be provided per treewell . Melaleucas shall be watered by one bubbler head per plant location as specified here- in. Carpobrotus areas shall be watered by using pop-up rotary stream spray heads as specified here in . all spray heads shall be installed per Stan- dard Plan 701 E. Bubbler heads shall be installed per Standard Plan 701 D. Mixing of head types on the same valve will not be perriitted . Quick couplers shall be provided at a minimum of 100 feet along the main supply line . A quick coupler shall be provided no less than 50 feet from the farthest planted area of the parking lot . A gate valve shall be provided immediately after the backflow preventer and mid-way in the main supply line . A master control valve shall be provided between the backflow preventer and the water meter . Line sizes shall be of sufficient size to provide the necessary operating pressure required at the head as recommended by the manufacturer of the type head installed. Line velocity shall not A-22 exceed 5 feet per second . Static pressure 'of 75 PSI at the point of. con- nection shall be used as a criteria for the design of the system. In no case shall any sprinkler circuit controlled by a single valve lose more than .25 PSI between the point of connection and the sprinkler heads controlled by that valve . Backflow preventer shall be installed 3 feet from existing block wall approximatel;: 40 feet from back of Warner Avenue sidewalk and per Standard Plan 701 . Final location shall be determined by the Engineer . Contractor shall provide a 2" capped stub--out for future use between the gate valve and backflow preventer . Contractor shall be responsible for making the necessary applications required by Southern .Calif- ornia Edison Company and the City of Huntington Beach Water Division for providing water and power at the locations as indicated in these specifica- tions and to install name per City codes . Contractor shall be required to request all neces- sary inspections from the appropriate agency for approval of utility installations . Electrical contractor must be at the site for electrical inspections . After Southern California Edison Company and the City inspectors have finalized the work, the Con- tractor shall notify the Engineer immediately so the Engineer can make the necessary arrangements for energizing the electrical meter . The automatic controller shall be energized prior to the beginning of the Plant Establishment Period . The Contractor shall coordinate the installation of all irrigation materials with the construction of site amenities and planting , as indicated on the drawings . All work on the irrigation system, including hydrostatic and coverage tests , operational tests and the backfilling and compaction of trenches shall be performed prig to planting operations . A•23 r 11 it shall be understood that throved . .1ayout • drawings are `diagrammatic, an e? app d. shall, be adjusted as necessary, to conform to actual field conditions . Coets. incurred dve :to any adjustments. for coverage x .,, including,'those requested by the Engineer, rela-. tive:, to the location of irrigation heads as shown on the drawings, shall be the responsibility of the Contractor. 308-5 . 2 QUALITY ASSURANCE All local and state laws , rules and regulations governing or relating 'to any portion of the irrigation system are hereby incorporated into the and. made a part of these .specifications . Nothing contained in these specifications shall be con- s_trued to conflict with a`ny. of the aforementioned rules , regulation's, or requirements . However , when these specifications call for or describe. material workmanship or construction of a better quality , higher standard or larger size than is required by the above rules , regulations Or requirements , these specifications and the drawings shall take precedence . In the event any equipment or methods indicated on the drawings or specified herein conflict with applicable regulations , Contractor shall notify the Engineer in writing prior to installation . Costs for replacement of such , incurred due to the failure tc give such notification, shall be the Contractor'' s responsibility. Due to the scale of the drawings , it is not pos- sible to indicate all offsets, fittings , sleeves , etc . which may be required . Contractor shall carefully investigate the structural and finished conditions affecting the work and install a complete irrigation system within the intent of the drawings and specifications , furnishing such • fittings as may be required . Manufacturers ' specifications and detailed draw- ings shall be followed in cases where the manufac- turers of equipment used in this Contract furnish installation methods not shown in the drawings and specified herein . All materials shall be of new stock and of brands and types noted on the drawings and as specified herein, or approved equal . Approval of any items alternates or substitutes indicates only that the product apparently meets the specifications as indicated on the drawings and herein on the basis A-24 of the information or samples submitted. PVC solvent--weld joints shall be made in accord- ance with, ASTM D-2855 Pipe shall not be exposed to water,. for twenty-four ( 24 ) hours after solvent- weld joints are completed. Trenches shall be of open vertical construction to appropriate depths as indicated on the drawings and specified. herein . PVC pipe shall be laid on a uniform compacted grade, free of rocks or. sharp- edged objects , and snaked from side to side in the trench to allow for expansion and contraction. Teflon tape shall be used on all threaded PVC to PVC, and Ion all threaded PVC to metal joints . Light wrench pressure is all that is required . Brass pipe and fittings shall be ' assembled using Teflon dope, applied to the male threads only . Concrete thrust blocks shall be installed on all pressure main lines wherever there is a direction- al change or as specified by the manufacturer ' s recommendations . 308-5 . 3 SLEEVING Irrigation lines and control wiring shall be installed under paving in separate PVC Schedule 40 sleeves . Sleeves shall be installed with the coverage depths as specified herein . Piping under existing pavement may be installed by jacking , boring or hydraulic driving , except that no hydraulic driving wil ). be permitted under asphaltic concrete pavement . Where cutting or breaking of existing pavement is necessary, obtain permission from the Engineer before cutting or breaking pavement and then make all necessary repairs and replacements to the approval of the Engineer, and at not additional cost to the City . 308-5 . 4 LINE CLEARANCE AND COVERAGE All lines shall have a minimum horizontal clear- ance of six ( 6 ) inches from each other and from lines of other trades . Parallel lines shall not be installed directly over one another . Provide the following minimum coverages for : Pressure mainline 18" Non-pressure lateral lines 12" A-25 Control wiring 18" Where lines "occur under paved areas for vehicular traffic, these coverage depths shall be considered below subgrade . Pilot wires shall be a different color for each valve . Common wires shall be white. Wire shall be buried a minimum of ejjhteen ( 18 ) inches in depth and whenever possible. shall occupy the same trench; bundled and secured to irrigation pipelines at ten- ( 10 ) foot intervals with plastic electrical tape , providing sufficient slack for expansion and contraction. An expansion curl shall be provided within three ( 3 ) feet of each wire connection and .c' hange 'of direction , and at least every one-hundred ( 100 ) feet of . wire length on longer runs . Expansion curler shall be formed by wrapping at least fifteen ( 15 ) turns of wire around a one-half ( 1/2 ) inch outside diameter pipe , then withdrawing the pipe . All splices shall be made with Scotch--Lok #3576 Co:inector Sealing Packs , . Rain Bird Pen-Tite wire connector, or approved equal . Use one ( 1 ) splice per connector sealing pack . Wire splices shall be located in pull boxes . Without prior approval of the Engineer , field splices between the controller and remote control valves will not be permitted . 308-5 . 5 ADJUSTING AND TESTING THE SYSTEM After completion of pipeline assembly , prior to installation of terminal fittings , entire system shall be thoroughly flushed to remove dirt , scale or other deleterious material . Irrigation heads shall be installed only after flushing of the system has been accomplished to the complete sat- isfaction of the Engineer . Contractor shall th--n furnish all equipment, materials and labor to conduct pipeline pressure tests , coverage tests and operational teats . All tests shall be made in the presence of the Engineer , prior to planting operations . Trenches shall not be backfilled until the pipeline Ares- sure tests have been performed to the satisfaction of the Engineer. With open ends capped , test pressure supply lines A-26 for six ( 6 ) hourn at 125 PSI . Center load PVC pipe with . a small amount of backfill to prevent arching and slipping under pressure. Coverge test, shall demonstrate that each .station area is balanced to provide uniform and adequate coverage. Operational tests shall demonstrate the perform- ance and operation of all components of ,the con- troller system. Remote control valves shall be properly, balanced , heads adjusted for coverage and system shall be workable, clean and efficient . Contractor shall be responsible for correcting any portions of ,the work that are not properly installed and retesting until installation has been accepted by the Engineer . 3.08-5 . 7 BACKFILLING Backfilling shall be in accordance with Section 300-8 , Earthwork. .Trenches located under areas where paving or con- crete will be installed shall be backfilled with a six ( 6 ) inch layer of sand below the pipe and three ( 3 ) inches above the pipe , and compacted in accordance with Section 300-8 , Earthwork . 308-5 . 8 MATERIALS TO BE FURNISHED Contractor shall furnish the City the following materials at the end of construction , prior to the end of the Plant - Establishment Period. One ( 1 ) set of special tools required for remov- ing disassembling and adjusting each type of sprinkler and valve supplied on the project . One ( 1 ) quick coupler keys and matching hoof! swivels for each quick coupler valve installed . One ( 1 ) set each approved as-built and record drawings. 308-5 . 9 AS-BUILT AND RECORD DRAWINGS As-built and record drawings shall be prepared in accordance with these specifications in Section 2-5 . 4 . Dimension from two ( 2 ) permanent points of ref- erence (buildings , monuments , sidewalks , curbs , A-27 pa,vement ) of the location of the following items . (1 ) Point 'of connection to existing water lines . .( 2 ) Gate valves. ( 3 ) Routing of irrigation. pressure lines (dimensions , maximum 25 ' along route ) . (4 ) Remote contidl valves . . ( 5 ) Routing of control valves and wires . ( 6 ) Quick coupling valves . ( 7 ) Other related equipment as requested by the Engineer. Locations shown,.on as-built drawings shall be kept day to day as the project is being installed. 308-6 . 1 . 7 GUARANTEE Relocated palms along with all .o'her ' installed plant materials shall be guaranteed as specified in Section 2-4 . 2 of the Specifications . Replacement palms shall be the same variety and same brown trunk height as the replaced palm. Re- -placement palms shall be '°rom a . source as approved by the _ Engineer and shall . � from within 30 miles from the coast. The root ba. l shall . be the mini- mum size as specified herein . ?eplanting shall conform to Section 308-4 . :, 1 of these Spec- ifications . 308-8 MEASUREMENT AND PAYMENT Measurement for payment `purposes shall 'be accordance with Subsection 9-1 . The lump suiu or unit prices net forth in the Contract Documc ` s shall include full compensation for ,furnishing al labor , materials , tools and equipment and .perform- ing all' work necessary to complete the landscape and irrigation installation work and to maintain the landscape and irrigation work during the plant establishment and as described in the Contract Documents . A-28 s 14 I A y r: cv 3 _ ' �� • III DETA I L�A 2 A 7 8 15 4 13 12 11 ,N `""v 5 8 7 6 5 3 DETAIL A;• " ,; 7 DETAIL `,B~ NOTES' 1. REFER TO STD. PLAN W. 220 FOR CONSTRUCTION IN EXISTING SIDEWALKS. 2- ALL PARTS MAY BE SUBSTITUTED WITH APPROVED EQUALS. 3. METER TO BE CENTERED IN METER BOX. 4.' A.R.-AS REOUIRED 5 REFER TO GEN. NOTES STQ PLAN 100 5. SERVICE LATERALOTEN10 TO BE SAME SIZE AS METER. ITEM 'DESCRIPTION OF MATERIAL QTfj ITEM, DESCRIPTION OF MATERIAL OTY 1 . WATER MAIN A.R. 10 JONE J-129 METER FLANGE 2 JONES J-979 SERVICE SADDLE 1 11 TYPE 316 �,5 NUT U BOLT A 3 JONES J- 1930 BALL VALVE 1 (12) METER FLANGE GASKET 2 4 FORD PT-.S 909 ELL BOW 1 13 WATER METER 5 FORD FITC-4 1) ,PTC-5 2"INSERT ADAPT. 2 to BROOKS MTR BOX 38 •S 1l/�' 65-2" 1 6. COPPL - WASHER 2 38-TRS 11/2" 65-TRS 2" COVER 7 316 STAINLESS STEEL HOSE CLAMP B BODY,LID IZ INSERT, IN TRAFFIC WAY 8 PE 3406 PLASTIC PIPERPS.) NOTE A.R. 15 PEA GRAVEL A.R 9 JONES J-1525-17 ANGLE STOP 1 DEPARTMENT OF PUBLIC WORKS 2 $. " WAVE SERVICE., AS ., CITY OF HUNTINGTON BEACH APPROVED. _s.. • _ -�ktn\za— x CALIFORNIA DIRE TOR OF PUBLIC WORKS DATE REVISION DATE; STANDARD, L ._. .—..•,�. PLAN NO C : a'cu'0VE0 P.AESSURE TYPE R4EDUCED" PRESSURE p BREAKER GATE VALVE GATE VALVE EL9011 s b" ELBOW ? NIPPLES N l PPLES VKSH GRADE k� UNION • UNION t { -. PPLE = NIPPLE ELBOW ELBOW NIPPLE NIPPL_ '�• f TO P . O. C. PVC PLASTIC PIPE ADAPTOR TO MAIN SUPPLY LINE _._.____ NOTE: 11 1 . INSTALL PER C .H.B STD. PLAN 617 AND MANUFACTURERS RECOMMENDATIONS 2. FI TT14GS AND NIPPLES SHALL BE BRASS AND SHALL 8c" 5 � =cD PER `;i,V�J PLAN 3. REDUCED, PRESSURE TYPE ASSEMBLY SHALL BE NEPTUNE 575 OR FEBCO 825 4. REMOVE ALL HANDLES AND DELIVER TO CITY ENGINEER OEPARTUEHT OF PUBLIC WORK! 8A L N TiON A P p A OY E v CITY � HUNT INGTON BEACH � lit r A o C;rn p �•wsr np �t w•tal••��wti CA I f V TtA +) A R ~V�5 STAROA 0 'LAN r ' .1. y1�w�W1 - . / r�lY��� - - Y NI- .�.#•� MY�/IM. ���Illi�.l _• i O.0 I CK COIPLERS SHALL BE 611 SET .1" 'ABOVE F I N I.SHED GRADE TAND . , I $11 FROM EDGE 'OF CURBS AND." S I DEWALKS OR HEADERS. .ha FINISHED GRADE NIPPLE ` .: THREADED STREET ELL 900 ELL NIPPLE THREADED STREET ELL yt MAINLINE P.V.C. PIPE MAINLINE R.V. C. FITTING NOTE - I . ALL NIPPLES AND FITTINGS SHALL BE BRASS . AND SI ?EP ,':". APP^.OVrD PLA'is . 2. USE TEFLON TAPE ON ALL MALE PIPE THREADS. .i• QUICK COUPLER SHALL HAVE YELLOW VINYL LOC'eMLE PROTECTIVE COVER. t Pf^ PLANS t OEfJ►AT•�Mi[HT Of PUBLIC WORKSL�IC„K C� LE <," SSEMBLY' _ a APPROVED: : CITY t� UHTltifYa BEACH IA OA oor I1Jemo "mo"3r .• As!' ' CAL� FQfti� 1A REV ST NGAftt i'L.AH A 160 7 s+►• c mom "- FOR "GROUND COVER VALVE .90X » 011 .SHRUB' nAREASF AK0 FOR TURF AREAS AUTOMATIC CONTROL VALVE.. • I WIRE CONNECTIONS' "mil „�1 ; �, •=r' � .� P:V. C. LATERAL LINE • P.V.C. SCHEDULF. 80 _J P.V.C. SCHEDULE $0 �•"MALE ADAPTERS —•• MALE ?LUG 00 X RUD BLOCK TYPICAL La P.V. C. MAIN LIME cp c � PEA GRAVEL PEI, APPROVED PUBLIC WORKS PLANS t USE TEFLON TAPE ON ALL MALE PIPE THREADS REM E CONI-RPL VALVE DEPART MENT}OF' P�lSL"IC WORKS APPROVED: .CITY '0 F H U N T I NG T 0 N BEACH to Oq i NUBi.0 wORRs"•4PA I - 4 CALIFORNIA AEA ?4 STIIKC PLAN N0. co 3� Err Mrs ..... we IN Vol � �WT[Nli � •. • IMt ++ • •� • i 1 • .• LA�iIr+�l LIK [=TIM IAM • r • Lim 11"116 MOt1 MIl• ( •r f,4 :yu•rv►crT IMS/I,�ut,a "Clow • f p�,yri !f► rYit Llit �,AO � � <itlrli� il>,RZ}E s - • �D rIMl1 T IAau PUP TILL is I F.r.9. LATtM LINE dr /.�.C. LITMU LIME f ITT!IC �Mtt,LL_I�sTA6utldl •Kt A"%wto rows am: Kt Tu"w un 0 ALL 1114.E ►in Tw"s : DEPARTMENT OF. PUBLIC WORKS HEAD .TYPE : .. u. APPROYED: % CITY .OF HUNTINGTON BEACH , ,on s:c wMan AIE CALIFORNIAREV�.Sjotl . DATE: STAN JrL" ,. September 10. 1986 NO. '10 t • r s. =F 1 N 1 SHED' GRADC , i BARGED' INSERT x . }:(} .. (( ` , • f! MALE, M.P.T. ..... . . . ... .. ' II t NSEAT +ELL . i .. PVC LATERAL LINE PVC LATERAL Lik FITT{N6 . POP—UP SPRAY MEAD* THICK WALL POLYETHYLENE PIPE w y • ' BARBED INSERT x " THREADED STREET' .ELL MALE N.P.T. INSERT ELL • E PER APPROVED PLAN ,.,PARTME T HEAD dASSEM BL . TYPE 8 � of �uri;�rc woRx: ' �6 APPROVED ' :.. , CITY OF NUNTINt TOM RACE r.. ,� . W Y a 21FW ru51.1c woaKi. . : o T� CALINaRNtA REVISION DATE: tTANDARO .J�AN 00. man- i 8' VALVE BOX* GATE VALVE* FINISH 'GRADE 2', FOREGROUND COVER OR,,SHRUBS • 14b 1" FOR TURF AREAS ll It1 } EXTENSION-LENGTH AS REQUIRED �= P.V.C. MALE ADAPTER • MAINLINE PIPING o ° Sao 00 c 0 oc TO POINT 'OF CONNECTION 2" x 4" x 8" LONG REDWOOD BLOCK • TYPICAL PEA GRAVEL * PER APPROVED PUBLIC WORKS PLANS ** USE ' TEFLON TAPE ON ALL MALE THREADS -A�l V • r DEPARTMENT OF PUISLIC WOAKS 6 TEE ' APPROVED: CITY OF HllNTINVOfi BEACH + s 111� TOA or USCIC :WOAKS V . ATE CALtfFORNIA A vl STAND - AIf No., jE__ • t { j t V i Y fi „ w WINDOW x . 7 MYERS METER ' PEDESTAL MEUG=IM285 METER,. 1 Z o/2 k" VAC If 3'k1 SECTION 10o AMP Y' w - PHOTOELECTRIC RECEPTACLE PER I PA NFL, JOB ' W/T I x PLY -OOD* MOUNT I NG BOARD LT S It t E e 04RLE; 4. '' BRACKET ENTRY SkCTI50N 6RQUN ROD IRRIGATION CONTROLLER PER JOB . 211 _ R BRANCH CIRCUIT r _ _ w a- w,_ ED GRADE OR SURFACE ENTRY ECTION r 4 :.L« • j= PAD MOUNT SLEEVE 71 � •' ,3 i!ON •AL ,, $IfDES ...1 . w `r ♦r t % r'+�-+---- FOUNDATION ��+ a 1 am t ar 2} �C900 PVC SCHi60.24"BELOW -• GRADE w/MANUFACTURED 7,-.SWEEP ELLS PER S S t E s STUB—OUT-REO # W/ A MIN , BEYOND FOUNDATION NOTES : `1 . Electrical contractor shall furnish and install pedestal as shown . 2 . Electrical contractor shall provide concrete foundation (280 PSI 78 ,daysj as shown and per req . of Myers Co . Contractor shall verify exact size of foundation ( LXW) w/Myers prior to rough- in . 3 . Meter pedestal shall be securely anchored to cone . foundation per Myers recommendations . p4 • Provide ' nin4 dia . driven ground rod with epproved ground clamp to a inin . depth of 8 ' below ground surface Iper art . 250 . 83 of 1975 N . E . C . and install per , C . H . B . Buildina Inspection Requirements . 5 . Prtdestsl shall have s minimum clearance of 36" fromar..cess doors or . . Panels to anv fixed o t« tNCLOSURE It pAitygEK7 W '"iJtLfC WORKI . A.1►i ['RR9f � _ 4►A► CITY-, KITOK : REACK ._. _ , ., : :. 4n . : l►EV0* Or 1 •:*►OAT; .. ATR r AT A CALIFOKKIA 11ErYtiIOU S►ATt : 1f0..pp1t 701 JU,LY 17 , 1916 sLcPE LINE old 1 too; a Lb PE AaF ,.:. ILL BAC KI: r COMPACTED BACKFILL C CG Q41 ' eo i C LHT 140 LE P c. v • bV a �C p0 R oa v �r too,c - l • , BACKF 1 LL* • ROOTBALL . •v:••• R I ;...• r•• , COMPACTED BACO ILL E � E � A fk 5 PLANT HOLE $ACKFILL PER C•N••B• LANDS CAPE SPECIFICATIONS .... • OF '' W APPR EO • `,c woA S A. :. uOIIC CABS 0� QrpAptTdiEJ :.. }+ u ? OakEtToa s pu gTAhI P L rGTOli RED $ a� "UpJ NO. f'�'I p 4 ENGINEERING SERVICES ` AGREEMENT BETWEEN THE CITY OF HUNTINGTON 'BEACH AND RMG ENGINEERING, INC. FOR DESIGN OF PARKING LOT AND BOAT 'BOARDING FACILITY IN HUNTINGTON HARBOUR 44. THIS AGREEMENT is made and entered into on this day of r 1985 , by and between the CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California, hereinafter referred to as "CITY, " and RMG ENGINEERING, INC. , a California corporation, hereinafter referred to as "CONTRACTOR. " WHEREAS , CITY desires to engage the services of an enqineer to design and provide plans and specifications for a parking lot and boat boarding facility in the Huntington Barbour Channel adjacent to Warner Avenue , in the City of Huntington Beach, California; and, CONTRAcrOR has been selected and is to perform said services , 14011, THEREFORE, it is agreed by CITY and CONTRACTOR as follows : 1. WORD STATEMENT CONTRACTOR shall provide all engineering services as described in the Request for Prow sal an;' Statement of Qualifications (hereinafter referred to as Exhibit "A" ) , which is incorporated into this agreement by this reference . Said services shall sometimes hereinafter be referred to as "FF.OJECT. " CONTRACTOR hereby designates JOHN K. MANDRELL, who shall represent it and be its sole contact and agent in all consultations with CITY during the performance of this Agreement . 2 . CITY STAR' ASSISTANCE CITY shall assign a staff coordinator to work d-.rectly with CONTRACTOR in the prosecution of this Agreement. � l) w 3. TIME OF PERFORMANCE Time is, of the essence of this. Agreement. The services of the CONTRACTOR are to commence as soon as practicable after the execution of this Agreement aiid all tasks specified in Exhibit "A" shall be completed 'no later than six ( 6) months from the date of this Agreement. These times may be extended with the written permission of the CITY. The time for performance of the tasks identified in Exhibit "A" are generally to be as shown in the Scope of Services on the Work Program/Project Schedule . This schedule may be amended to benefit the PROJECT if mutually agreed by the CITY and CONTRACTOR. 4 . COMPENSATION In consideration of the performance of the enginperinc services described in Section 1 above, CITY agrees to pay CONTRACTOR a fee of Twenty-Six Thousand, One-Hundred Dollars ( t26, 100.00 ) . 5. EXTRA FORK In the event of authorization, in writing by the CITY, of changes from the work described in Exhibit "A" , of for other written permission authorizing additional work not contemplated herein, additional compensation shall be allowed for such Extra Work, so long as the prior written approval of CITY is obtained . 6 . METHOD OF PAYMENT A. CONTRACTOR shall be entitled to progress pay- merits toward the fixed fee set forth in Section 4 herein in accordance with the progress and payment schedules set forth in Exhibit A" . H. Delivery of work product : A copy of every technical memo and report prepared by CONTRACTOR shall be submitted to the CITY to demonstrate progress toward completion of tasks. In the event CITY rejects or has com- ments on any such product, CITY shall identify ( 2 , 3 1 specific requirements for satisfactory completion.. Any such product which has not been formally accepted or rejected by CITY shall be deemed accepted . C. The CONTRACTOR shall submit to the CITY 6n invoice for each progress payment due . Such invoice shall : 1) Reference this Agreement; 2) Describe the services performed ; 3 ) Show the total amount of the payment due; 4 ) Include a certification by a principal member of the CONTRACTOR' S firm that the work has been performed in accor-- dance with the provisions of this Agreement; and , 5 ) For all payments include an estimate of the percentage of work completed . Upon submission of any such invoice , if CITY is satisfied that CONTRACTOR is making satisfactory progress toward completion of tasks in accordance with this Agreement , CITY shall promptly approve the invoice , in which event payment shall be made within thirty ( 34) days ' of receipt of the invoice by CITY. Such approval shall not be unreasonably withheld . If the CITY does not approve an invoice, CITY shall notify CONTRACTOR in writing of the reasons for non-approval , within seven ( 7 ) calendar days of receipt of the invoice, and the schedule of performance set forth in Exhibit "A" shall be suspended until. the parties agree that past performance by CONTRACTOR is in, or has been brought into compliance , or until this Agreement is terminated pursuant to Section 12 hereof. D. Any billings for extra work or additional services authorized by the CITY shall be invoiced separately to the CITY. Such invoice ( 3 ) shall ' cont~ain all of the information required under paragraph 6C, and in addition shall list the hours expended and hourly rate charged for such time . Such invoices shall be approved by CITY if the work performed is in accordance with the extra work or additional services requested, and if CITY is satisfied that the statement of hours worked and costs incurred is accurate . Such approval shall not be unreasonably withheld . Any dispute between the parties concerning payment of such an invoice shall be treated as separate and apart from the ongoing performmance of the remainder of this Agreement . 7 . DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that all materials prepared here-- under, including all original drawings, designs , reports, both field and office notes , calculations, maps and other documents , shall be turned over to CITY upon termination of this Aareement or upon PROJECT completion, whichever shall occur first . In the event this Agreement is terminated , said materials may be used by CITY in the completion of PROJEM or as it otherwise sees fit . Title to said materials shall pass to the CITE` upon payment of fees determined to be earned by CONTRACTOR to the point of termi- nation or completion of the PROJECT , whichever is applicable. CONTRACTOR shall be entitled to retain copies of all data prepared hereunder . 8. INDEMNIFICATION, DEFENSE, HOLD FIARMLESS CONTRACTOR hereby agrees to defend , indemnify and hold harmless. CITY, its officers , agents and employees , from and against any and all liability, damages, costs, losses, clasins and expenses , 'however caused, resulting directly or indirectly from or connected with CONTRACTOR ' S negligent acts, willful misconduct or negligent performance of this Agreement ( including, but not limited ( 4 ) to such liability, costs, damage, loss, claim, or expense arising from the death or injury to an agent or employee of CONTRACTOR, subcontractor , if any, or CITY, or damage. to the property of CONTRACTOR, sub,--ontractor, if any, or CITY, or the property of any agent, or employee of CONTRACTOR, subcontractor, if any, or CITY) , regardless of the passive or active negligence of CITY, except Where such liability, damages, costs, losses, claims or expenses are caused by the sole negligence or willful misconduct of CITY or any of its agents or employees including negligent omissions or commissions of CITY, its agents or employees , in connection with the general supervision or direction of the work to be performed hereunder . :9 . WORKERS ' COMPENSATIO14 CONTRACTOR shall comply with all of the provisions of the Workers ' Compensation Insurance and Safety AcL•s of the State of California , the applicable provisions of Division 4 and 5 of the California Labor Code and all amendments thereto; and all similar state or federal acts or laws applicable ; and shall indem- nify, defend and hold harmless CITY from and against all claims , demands , payments , suits , actions , proceedings and judgments of • every nature and description, including attorney ' s fees and costs presented, brought o. recovered against CITY, for or on account of any liability under any of said acts which may he incurred by reason of any work to be performed by CONTRACTOR ender this Agreement . 10. INSURANCE In addition to the Workers ' Compensation Insurance and CONTRACTOR' S covenant to indemnify CITY, CONTRACTOR shall obtain and furnish to CITY the following insurance policies covering the PROJECT : A. General Liability Insurance. A policy of general public liability insurance , including motor vehicle coverage . Said policy shall indemnify CONTRACTOR, its officers , agents and ( 5 ) t employees , while acting within the scope `of their `duties , against any and all claims 'of arising out of or in corinecticin with the 'PROJECT, acid shall provide coverage in not less than the following amount. combined single limit bodily injury or property damage of , $300, OOO per occurrence . Said policy shall name ^ITY, its officers and employees as Additional Insureds and shall specifically provide that any other insurance coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR' S insurance shall be primary. B. Errors and Omissions Insurance . CONTRACTOR shall acquire an errors and omissions insurance policy covering the work performed by it here- under . Said policy shall provide coverage for CONTRACTOR' S errors and omissions in an amount of not less than $250, 000 . Certificates of Insurance for said policies shall be approved in writing by the City Attorney prior to the commencement of any work hereunder . All Certificates of Insurance (and the policies of insurance or endorsements thereof) shall provide that any such Certificates and policies shall not be cancelled or modified without thirty ( 30 ) days ' prior written notice to CITY. R 11 . INDEPENDENT CONTRACTOR CONTRACTOR is , and shall be , acting at all times in the performance of this Agreement as an independent contracL•or . CONTRACTOR shall secure at its expense, and be responsible for any and all payments of all taxes , social securi::y, state disability insurance compensation, unemployment compensation and other pay- roll deductions for CONTRACTOR and its officers , agents and employees and all business licenses , if any, in connection with the services to be performed hereunder . (6 ) 12 . TERMINATION OF AGREEMENT All work required hereunder shall be performed in a !good aid workmanlike manner . CITY may terminate CONTRACTOR' S services hereunder at any time with or witout cause, and whether or not PROJECT is fully complete . Any termination of this Agree- ment by CITY shal'1 be made in writing through the City Engineer, notice of which shall be delivered to CONTRACTOR as provided in jSection 16 herein. 13 . ASSIGNMENT AND SUBCONTRACTING This Agreement is a personal service contract and the supervisory work hereunder shall not be delegated by CONTRV",,0_ R to arhy other person or entity without the consent of CITY. 14. COPYRIGHTS/PATENTS CONTRACTOR shall not apply for a patent or copyright on any item or material produced as a result of this Agreement, as set forth in 41 CFR 1-9 . 1 . 15 . CITY' EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. In accordance with California Government Code Sections 1090 et seq. , but subject to the exceptions therein set forth, no CITY official or employee shall be financially interested in nor derive any financial benefit , either directly or indirectly, from this Agreement. 16 . NOTICES Any notices or special instructions required to be given in writing under this Agreement shall be given either by personal delivery to CONTRACTOR' S agent (as designated in Section 1 hereinabove) or to CITY' S Director of Public Works , as the 'situation shall warrant, or by e'nclosi.ng the same in a sealed envelope , postage prepaid , and depositing the same in the United States Postal Services, addressed as follows : ( 7 ) r., TO. CITY: TO CONTRACTOR: Mr . ,.Paul. Cook Mr . JoYn iC. Mandrel, President Director_, of Public works Rl4G Engineering, Inc . City of Huntington 'Beach 17961--A `Cowan 2000 Main Street Irvine, California 927: 4 Huntington Beach, CA 92648 17 . ENTIRETY The foregoing, and Exhibit "A'.' attached hereto, set forth the entire Agreement between the parties . IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers the day, month and year first above written . CONTRACTOR: RMG Engineering, Inc. CITY OF HUNT I NGTON BEACH, a California corporation A municipal corporation JAA ohn K. Mandre 1 , Presidermayor Jos h Hartge, ice-President ATTEST : APPROVED AS TO F t• City Clark C ' y Attor e REVIEWED AND APPROVED: INITIATED AND APPROVED: / r r City Administrator r Di ector of vs LJLC . '� 0936E (8) f 1 MitiT CITY IliUNTINGT N BEACH `2000 AIKSTREET August 90 1985 CALIFORNIA 92648 Paui E. Cook Public Works Department `Director (714) 536'5431 Mr. John K. Mandrel l :11M Engineering, Tnc. 17961-A Cd,ran Irvine, CA 92714 5ub`ject: Request for Proposal; Parking Lot and Boat Docking Facility; CC-691 Gentlemen: The City of Huntington Beach is requesting proposals from qualified Civil Engineering firms for the preparation of preliminary plans and working drawings for the construction 'of a parking lot and boat boarding facility in the Huntington Harbour Channel adjacent to AkeWarner Avenue: Bridge (see attached Location Map). The proposed project, funded through a grant from the California Department of Boating and Waterways, shall include a peveo parking lot (capable or accommodating about 20.vehicles with trailers and 5 single vehicles), shore slope protertion, boarding floats adjacent to the parking lot and dredging to allow access to the boarding floats at all tidal levels (see attached Conceptual Plan). In addition, there will be area lighting, landscaping and irrigation, minimal restroom facilities with appropriate utilities will also be'provided. Preliminary cost estimates for these improvernerits are as follows: Improvement Item Estimated Cost Parking Lot $ 90,000 Slope Protection S 50,000 Boarding Floats S 35,000 Dredging $ 100,000 - Lighting $ 15,000 Landscape/Irrigation $ 24,000 Restroom No Estimate The scope. of the work, for which proposals are being sought, include the following tasks: 1. Perform and/or provide all nr:cessary testing, field investigations and surveys as may be required. 2. Prepare all plans, specifications and estimates satisfactory to the City of Huntington beach and State of California, Department of Boating and Waterways. Request for Proposal Parking Lta tDocking Facility August 9, 1985 `Page 2 3. -Prepare 611. required jdocumentatl6n'necessary to obtain permits from the State Coaskal Commission, State Fish and`Game, Fish an`d V��ldlife,`Coast,Guard, ` r, Coastal_Conservancy,7State Lands Commission, Arnry Corps of Engineers and any other•perriiitting agency. 4. Process permit application and obtain all necessary permits to allow construction•of 'he project. City'will pay permit fees. 5. "Attending`perlodic meetings with City staff'dur ng`the preparation'of preliminary plans and working'drawings. 6. Based on an approval'of the preliminary plans and cost estimates, the engineer shall prepare and'pcovide, at his expense, 40 sets of the: a. Final working`drawings; b. Contract documents/specifications 7. Provide support during bid advertisement and construction including: a. Interpretation of plans and specifications; .b. Review of all shop drawings; c. Review of and make recommendations on change orders; d. Attend weekly meetings at the job site during construction. B. Provide one acceptable set of reproducible "as-built" mylar drawings. (Note: 10% of the contract amount will be withheld until the "as-built" are submitted and approved.) ` 9. FURNISH $300 0OJ OF ERRORS AND OMISSION INSURANCE AND ALL OTHER INSURANCES AS NOTED IN ATTACHED SAMPLE CONSULTANT CONTRACT (EXHIBIT "A"). The advertising forbids and awarding of a contract for this project will be administered by City staff. In addition, City personnel will control contract administration andperform the required construction inspections. Proposals for. this project are to be submitteed to my attention by August 30, 1985 with the notation : Parking Lpt/boat Docking Facility" on the envelope. Each proposal stiosild include the following inforniation: 1. A list•of similar projects. 2. A statement of your understanding of the scope of work and the steps necessary to complete the project. t All r 49 Request for Proposal 'Perkkn Lot'and'66at Docking Foci l ty AVM ust 9, 1965 :Pepe 3 3. A list�of personnel, including the"proposed project manager, who wIII be esstgned to, work on, this project bnd a`brief�resume for each. include any sub consultants Whomay work on thisproject. 4. H`brief out of how you propose to haridle this pralecL, if awarded to your firm, and'a tinne=line for completing the project. 5. Your,'fee based`on a hourly rate or-percentage of` final cost estimate. A maximum not-to-exceed fee should also be specified. After Ythe receipt of proposals, applicants will be screened relevant to: 1. Demonstrated experience in design of similar projects. 2. . U�rmonstrated experience in applying for and obtaining necessary permits to construct the project. 3. The approach`to be used as outlined in the proposal. 4. Ability to complete the project in a timely and consistent manner. 5. Fees. Certain consultants may be interviewed prior to the final selection. Enclosed for your infot'-mation is a copy of the City's standard Certificate of Insurance form (Exhibit This form and the sample Consultant Contract ere for your use in developing a proposal. Should you have any questions or concerns regarding this project, please contact either myself or Don Noble of this office at (714) 536-5431. Very truly yours, Les Evans City Engineer LE:DRNaw Encl. Location Map Conceptual Plan Exhibit "A" - Sample Consultant Contract 'Exhiblt "B'.' Certificate of Insurance Form INTER-DEPARTMENT COMMUNIcAnbN, IiUNiINriWl BEACH To CHARLES W. THOMPSON From ROBERT J. FRANZ, Chief City Administrator Administrative Services Subject APPROPRIATION FOR PROFESSIONAL date NOVEMBER 81 1985 SERVICES ASSOCIATED WITH HUNTINGTON HARBOUR CHANNEL F.I.S. #86-12 As required ender the authority of Resolution 4832, a Fiscal Impact Statement has been prepared and submitted relative to the City's successful application to the California Department of Boating and Waterways for purposes of preparing plans, specifications and cost estimates for the construction of a parking lot and boat boarding facility in the Huntington Harbour channel. The requested grant funds total $27,600. An affirmative response by the City Council would reduce the balance of the City's General Fund to $2,714,1 14 prior to the reimbursement of these funds from the aforementioned source. UBE1 T J. >• L, Chief Administrative Services Dep tment RJF:skd --- 17821 FISCAL IMPACT STATEME11'.7 BOATING FACILITY 1 . Budget Status The project was unbudgeted pending receipt of grant funds from Cal Boating. However, $27 , 600. 00 will have to be advanced ,from the General Fund inorder to encumber a purchase order for the project ' s design. 2 . Total Costs A. Direct: $27, 600. 00 will be advanced from the General Fund and reimbursed when the grant funds are received . B. Indirect: Loss of earning on these funds . 3 . Funding .Source A. Funds : General funds on depo.,}it in Account A301 ( fund balance) for transfer into an account to be established . B. Revenue Sources : General Funds C. Alternative Funding Sources : Funds to be reimbursed by State grant. D. History: general funds have been " loaner" for this purpose in the past. ,, �, �:QV G► 7 19 a UWVICES Uit+i. 1 �, 1 !' a 1 �1 Y, R+•1 �-, .i /}yam►}� 1� !�(.3, '' .•^ '!.' 14.• :.YT 1� ,4 �.f:1�•T •tIK' ` SIY R`���i14 t;Y:�""'1 aR�'F. .�•YTJY.I,:t�'�'►�S'�''"r�..�y fl.•4tq�, r"l�l x�` r•/l�'i Mi' Y''A'r.'•.,��•R,��"�M, T.r:I�/;T�=�.��t..,l 1 *. 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CROWELL INSURANCE AGENCY 3151 Airway Avenue B3 COMPANIES AFFORDING COVERAGE Costa Mesa, California 92626 +t>! F-1-04essionals Ins. �. ne • r`•it}e l�.. �ti•,rr' mN7h yx .• eM� + , i • R i 1 �a Tr. ♦ - �'J h Jfrr'% 3, v��?�i. 2zr�, • j �CI�fY 1' {.' ,a 41 {;? ' r 4 h k J • toll f+ • • R • �1:Z • rj1S�l�ri.r7�1• �IA. V� J/JIB:Qk PTa�1j. �..1►'Jl. �L3.4� .. ��trMAPiF 1'rY� r {�'tr11 !✓ r: Y`►� ' SMn! sv�� }�/} s ri P.O. Box 190 '� Y�.•.tl:x • 1 1 x 1•ttt,,11(�, • f xi •'� s: tf�r • � r Jlrklf �r 't0 441 r ��rt. y��(f�t v: z 1 ti•O,aa t. R t t1 .'T;FtY'•'1 � t l)' rth�.r�r .+ a'•' �.J:tta; r. :;y 1i.ttj, t 'f''� r � ��yw'- nir�+R�^ ( D.IL54 ..7 `k�,r.;- Yr? !`b'a� .�'y'y7 f' `�'�, lr' .. . ;h�(141 1.`• ;t`�,•� Ar 1`}� �y#e erg r. g , t�'"t- f ! Y t�, s1 ..1 L`^S '1a. 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"�' 1 rl' @�F^�,• •�•r +• �, �{{�ti�ir5•.R il:1�.f�tgg;jt ,k• y,�.{' ��I� �q t¢:t4'�+ 3�r;r. +x .�' Y,'�`i'' ,{, i+ 1 (•' c:.!� '�'}c, { i ir' �•,�MR�1•,t:, ��.�,k;r��f)x:�: ��,�.Jr.�„����fT,i�' ''f.�h�y:Ttit..'fI:A�.Th. i4L��i71�Fr����'A4,7r6'tit.��Ur��.$t�4{i �iA«:{.t4;4'Prll'�`f� `�:6.{� •��e�:� L'A ":*e=h +� rr- •kk.u��1t?:•LSIa�:��i�� :�.t'�.nkc�:`,L'ui �� 16 f((':I'lIRNTO: � CERTIFICATE OF INSURANCE Apt►ra��l•eta1701rrr t:sty ji Iluntinrtnu,lirar(t TO Goal Hutton,City Attu►ney Hvit. 0(fice CITY-OF NUNT4INGTON BEACH, CALIFORNIA f.1 C, �M . Ilttiitin;,►tun IIt•at'h, t'A11'.'648 A MUNICIPAL CORFORATION This is to ceFtify, that the policies of insurance as described below have been inued'to the insured byt•he tindersi4ned and are in force at this'lime.'If these policies are cancelled or changed in such a manner that will affect this certificate, the insurance company agrees to give:10 days prior written notice, by mail, to City of Huntington Beach;,P. O. Box 711, Huntington Beach,California 92648. ALL ITEMS 'MUST BE COMPLETED, ANY DELETION OR CHANGE IN THIS FORM SHALL BE SIGNED 'AND:DATED BY AN AUTHORIZED REPRESENTATIVE OF THE INSURANCE COMPANY AND MUST BE APPROVED IN WHITING BY THE CITY ATTORNEY. �~ C ti3.r� Name of Insured Asidrest of Insured 1.7 q 61 A Ccwai7, I r-Aiie, CA 927114 Location of Work or'Operations'to be perfoimed 'Description of Work or'bperations PRIMATESLIMITS OF LIABILITY NAME OF COMPANY POLICIES IN FORCE POLICY No. Effective Expiration In Thousands(000) TINS.) GENERAL LIABILITY COMPREHENSIVE FORM PL620379 10--13-85 10-1.3-86 1 ,000, eSlP,?l F�afessionals S CSL I` W PREMISES—OPERATIONS Each Occurence Ills. Co. I I EXPLOSION AND COLLAPSE HAZARD (vi UNDERGROUND HAZARD (Xi PRODUCTS COMPLETED OPERATIONS HAZARD ' CONTRACTUAL INSURANCE QI BROAD,FORM PROPERTY DAMAGE (;■� INDEPENDENT CONTRACTORS (�•i PERSONAL INJURY AUTOMOBILE LIABILITY ( 1 COMPREHENSIVE FORM I ( OWNED S CSL Each Occursncs ( ) HIRED ( ) NON:OWNED EXCESS LIABILITY ( ) UMBRELLA FORM S ( ) OTHER THAN 'UMBRELLA FORM WORKERS'COMPENSATION and EMPLOYERS' LIABILITY Additional Insured Endorsement: The insurer agrees that the City of Huntington Beach and its City Council, and/or all City Council appointed groups, committees, commissions, boards and any other City Council appointed body, and/or elective and appointive officers, servants or employees of the City of Huntington Beach,`when acting as such are additional insureds hereunder, for the acts of site insured, and such insurance shall be primary to any insurance of the City of Huntington Beach, as their interest may appear. i.0-25-85 Dtra AUTHORISED REPRESENTATIVE OF INSURANCE COMPANY Pi?s.liT.T'. �'i�)iC'S�1C>II- 1.S Ins. Co ,� 1 ( "� •" � , INSURANCECOMPANY By �' ct �'i^L... In• -i' Mtn Name Address . ' Fi. . .� .1.I ,1 tS. Agy• Addrrss P.O. I)t'avxa, DPI'C i 4151 A-ir%,,,iv Av6{. , #R-3, Costa ''esa, 92626 n eI`t, s t .�y A 1111;1'+U city • C'ty Talaphon� 711i-557-5'l34 HOLD HARMLESS AGREEMENT (to be executed by insured) Thr insured • � ' f t'% ,stgrees to protect,'ds4a6, indemnify, stave, and hold harmless the City of Huntington Bosch Its offican; a0aim, and employee$ spainst any liability, lots, dantrtge, cost, or expense by reason of any and all liability, suits, claims, demands, judgments and caus*s of actio caused by Insured, his employees, agents or any subcontractor or by any third party arising • n t +. rn out of'or inconsequence of tht�lrr'oM nce of all or tiny Operations or activity for which this certificate of insurance is furnished. '11) Sole Proprietor shlp (2) Partnorship /31 Corg4tation ) (4)'Other (s to) HOLD HARMLESS SIGNED: By Inw ad: rf.��rJ'� �'�= S t;, jf" Titlt r �C;:'>/ (All Ramp shall be printed or typed below each signature.) By Irnurad: Titto _L k, Pe 11 Corporation,TWO Officers mutt sign,or prrsent atidence of authorization to bind Corporation. r�r R Mfg ENGINEERING, NQ Civil Engineers, Planners & Land Surveyors 17961.A COWAN • IRVINE, CALIFORNIA 92714 • PHONE (714) 863-9390 November 71 1985 Job No . 185- 0109 Air. Donald Noble City of Huntington Beach Public 'Works Department 2000 Alain Street Huntington Beach , CA. 92648 Re : Parking Lot And Boat BL,rding Facility ; CC- 691 Consultant Contract Dear Mr. Noble : Confirming our late phone conversation regarding the subject contract , DIG Engineering , Inc. understands Item 8 , Page 4 titled INDEMNIFICATION, DEFENSE, HOLD HARINILESS states the Corporation ' s position . The Certificates of Insurance relate to Item 10 INSURANCE only. Very Truly Yours , DIG ENGINEERING , INC. r r' John K. Alandrell AS Si? MMIX �.I u HUTTOV President c-i-t�y, Attorn07� C v©putT CItT I4.tOTw9' Joseph Hartge Vice President y 3