Loading...
HomeMy WebLinkAbout1979-12-04; City Council; 910-20; Municipal Swim ComplexI CITY OF CARLSBAD Initial : AGENDA BILL NO. 910 - Supplement #20 DATE : December 4, 1979 DEPARTMENT: Engi neeri ng C. Mgr. . - DEPARTMENT: Engi neeri ng COMMUNITY SWIM COMPLEX - CONTRACT NO. 1071 SUBJECT : STATEMENT OF’ THE MATTER Plans and specifications for the swimming pool project have been reviewed and approved by City Staff and the Health Department. project without various alternatives such as solar heating and a north parking lot is $1,473,801. Funds in the amount of $1,342,151 have been appropriated for the project. Additional funding would have to be transferred from the General Fund Unappro- priated Reserve. alte.rnatives, Council could approve the advertisement for bids and deal with selection of particular a1 ternatives and the need for additional funding after recei pt of bids. The estimate cost of the The alternatives could add nearly $250,000 to the project. In order to determine exact cost of the project and various *. If plans and specifications are approved and authorization given to go to bid, sealed bids could be opened on January 2, 1980, construction started in February 1980 with completion in November, 1980. EXHIBITS 1. Plans and specifications (on file in the Engineering Department). 2. Resolution No&/2approving plans and specifications and authorizing the City Clerk to advertise for bids. 3. Estimate from Kammeyer and Partners. 4. Memo from City Engineer. 5. Memo from Parks & Recreation Director. RECOMMENDATION . Adopt Resolution No6,glaapproving plans and specifications and authorizing the City Clerk to advertise for bids. Council Action: 12-4-79 Council adopted Resolution No. 6012, approving plans and specs and authorizng the Clerk to invite bids for the construction of the Community Swim Complex. Council also requested an additional rep.ort containing facts and figures for providing a 25 yd. pool. . 1 *2 3 4 5 6 7 .8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 ' 23 24 25 26 27 28 RESOLUTION NO. 6012 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING PLANS AND SPECIFICATIONS AND AUTHOR- IZING THE CITY CLERK TO INVITE BIDS FOR THE CONSTRUCTION OF THE CARLSBAD COMMUNITY SWIM COMPLEX - CONTRACT NO. 1071 WHEREAS, the City Council of the City of Carlsbad has determined it is necessary and in the public interest to construct the Carlsbad Community Swim Complex; and WHEREAS, plans and specifications for the furnishing of all labor, mater- ial, tools, equipment, transportation and other expenses necessary or inci- dental for said project, Contract No. 1071, have been prepared and are on file in the Engineering Department of the City of Carlsbad and are incorporated by reference herein; NOW, THEREFORE, BE IT RESOLVED by the-City Council of the City of Carlsbad as follows: 1. The above recitations are true and correct. 2. 3. The plans and specifications as presented are hereby approved. The City Clerk of the City of Carlsbad is hereby authorized and di- rected to proceed to publish, in accordance with law, notice to contractors inviting bids for the construction of the Carlsbad Community Swim Complex, Contract No. 1071, in accordance with the plans and specifications hereinabove ref erred to. PASSED, APPROVED AND ADOPTED by the City Council of the City of Carlsbad, California, at a regular meeting held the 4th day of December Y 1979, by the following vote, to wit: AYES : Councilmen Packard, Skotnicki, Lewis and Councilwoman Casler NOES: Councilman Anear ABSENT: None ATTEST : -RONALD C. PACKARD, MAYOR ALETHA L. RAUTENKRANZ, CITY CLERK '. . - c 6.- * CA!?LSEAD LIUNICIPAL: SWIM COMPLEX F I NAL COST ESTIMATE ROVEflBER 16, 1979 ners inc PLANNING . ARCHITECTURE LANDSCAPE ARCHITECTURE ITEM NO. ITEM UNIT QUANTITY COST EXTENS I ON TOTAL 1 .o 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 2.0 2.1 2.2 2.3 2.4 2.5 3.0 3.1'. 3.2 SITE DEVELOPMENT Demo1 i ti on Grubbing Rough Grading Construction Staking Site Drainage Sewer Service k'ater Domestic Water Fire Gas/Service Elect. /Servi ce Tele. , CCTV/Service SITE HARDSCAPE Concrete Curb Dri veway Apron (Opn I g ) 2" AC over 4" Base 4" Conc. Paving Finish Grading ENTRY PLAZA Drainage 4" Conc. Paving ALLON ALLOG,' 6,330 c.y. ALLOW ALLOW ALLOW ALLOW 40,260 s.f. .85 1,175 s.f. 1.60 ALLOW ALLOW 5,825 s.f. 1.60 .. $ 6,300 550 19,940 10,500 8,400 5,985 6,825 4,410 6,300 1,575 $ 70,785 --- $ 13,230 1,050 34,221 1,880 7,875 58,256 $ 13,230 9,320 2070 BUSINESS CENTER DRIVE, SUITE 205 IRVINE, CALIFORNIA 92715 (714) 752-8161 I . .* . 1 h CARLSBAD tkJiJICIPAL SHIM COT4PLEA NOVEMBER 16, 1979 PAGE 2 ITEM NO. ITEM UNIT QUANTITY COST EXTENSION TOTAL 3.3 3.4 3.5 3.6 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 5.0 5.1 5.2 5.3 5.4 6.0 6.1 6.2 6.3 6.4 7.0 7.1 7.2 7.3 7.4 7.5 Bike Parking Units 65 each Graphics/Signs ALLOW Tree Well Drainage 14 each Drinking Fountain 1 each POOL AREA HARDSCAPE Drainage Grate 270 1.f. Drainage Trough 780 1.f. Sub. Drain Line 900 1.f. 4" Conc. Paving 21,150 s.f. 4" San Base/E. J. Is 23,525 s.f. 4" Color Conc. 2,275 s.f. Mow Strip 200 1.f. Metal Fence 120 1.f. 3' 6" Gate 1 each 5' 6" Gate 2 each 7' 4" Conc. Blk. Wall 320 1.f. Stantions 722 each POOL EQUIPMENT BUILDING (x 1,800 s.f.) Architectural Structural Mech. /P1 umb. Elect. STORAGE BUILDING (x 1,350 s.f.) Architectural Struc tura 1 Mech. /P1 umb. El ect. MAIN BUILDING (x 5,107 s.f.) Architectural Structural Mechanical P1 urnbing El ectri ca 1 31.50 78.75 840.00 13.65 14.00 6.30 1.60 .45 2.10 3.65 34.00 265.00 420.00 46.50 75.00 $ 2,048 3,150 1,103 840 8 3,686 10,920 5,670 33,840 10,586 4,778 730 4,080 265 840 14,880 9,150 $ 5,000 56,700 7,350 11,250 $ 3,150 23,415 1,600 --- $ 89,764 189,115 5,054. 69,930 37,335 $ 29,691 99,425 -. 80,300 28,165 391 ,198 2070 BUSINESS CENTER DRIVE, SUITE 205 IRVINE, CAUFORNIA 92715 (714) 7$-8161 - .. -1 ' 3 CARLSBAD MUNI GI PAL SMIEI COrlPLEX FIOVEIIEER 16, 1979 PAGE, 3 ITEM NO. ITEM UNIT Q UANT I TY COST EXTENS ION TOTAL 8.0 8.7 8.2 8.3 8.4 8.5 9.0 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 10.0 10.1 10.2 10.3 10.4 10.5 11.0 11.1 12.0 12.1 12.2 12.3 12.4 12.5 12.6 12.7 12.8 SITE - ELECTRICAL Parking Lighting Pool Lighting U/W Pool Deck Lighting Distribution Audio Equipment POOL (x 13,000 s.f.) Gunite 25 yd. x 50 rn ALLOW Full Recessed Overf 7 ow -3.5 to -13.0 Depth Vacuum D. E. Fi 1 trati on Gas Heaters Stantrol Chlorinator 2-1M, 2-3M Maxiplex Bds. Deck Equipment Misc. ALLOW Pool Cover ALLOW PLANTING Soil Prep. 20,250 s.f. Groundcover 10,000 s.f. Turf 10,250 s.f. Shrubs - 5 Gal. 143 each Trees - 15 Gal. 185 each 24" Box 24 each IRRIGATION Automatic System 20,250 s.f. MISCELLANEOUS Qual i ty ' Control ALLOW Maintenance - 60 days 20,250 s.f. Curb North Parking Lot ALLOW Temp. AC Parking 6,500 s.f. Dr i veway Apron 18" RCP Catch Basin Man hol e .06 .22 .11 15.75 63.00 175.00 .68 .05 .85 $ 16,800 12,600 25,200 5,250 3,000 $ 62,850 362,000 5,175 13,125 380,300 $ 1,215 2,200 7,128 2,252 11,655 4,200 22,650 $ 13,770 13,770 .-_ $ 10,000 1,013 5,775 5,525 1,995 5,670 - 1,260 1,890 33,128 2070 BUSINESS CENTER DRIVE, SUITE 205 IRVINE, CALIFORNIA 92715 (714) 752-8161 CAKtSBkD IIUNICIPAL SKIM COMPLEX NOVEHBER 16, 1979 PAGE 4 ITEM UNIT NO. ITEM QUANTITY COST EXTENS ION TOTAL RAW COSTS 3% ESCALATION $ 1,270,518 38,176 12% CONTRACTORS O/P 152,462 1% BOND 12,705 SUBTOTAL $ 1,473,801 FORCE ACCOUNT 5% &co+<,-cIs 73,690 e%-*’ GRAND TOTAL $ 1,547,491 b ! - ADD ALTERNATE ONE Rough Grading f 4,620 Pavement 33,600 s,f. .85 28,560 Curb 5,775 Lands cape 12,000 s.f. 9,450 I rri gati on 12,000 s.f, 8,085 Li ght i ng 16,800 $ 73,290 (North Parking Lot) RAW COSTS $ 73,290 3% ESCALATION 2,199 12% CONTRACTORS O/P 8,795 1% BOND 733 SUBTOTAL $ 85,077 FORCE ACCOUNT 5% (&‘ ,f?+ .’) 4,25$- GRAND TOTAL ---$-Sg-&%-- .. 2070 BUSINESS CENTER DRIVE, SUITE 205 IRVINE, CALIFORNIA 92715 (714) 752-8161 MEMORANDUM TO : City Manager FROM: City Engineer DATE : November 28, 1979 SUBJECT: COMMUNITY SWIM COMPLEX After more than three years since the selection of Kammeyer and Partners as pool architects, plans and specifications for the pool are complete and have been reviewed and approved by City Staff and the County Health Department. dates are as follows: Significant -October 1972 -June 1976 -September 1977 -February 1978 -November 1978 -January 1979 -January 1979 -May 1979 -1 974 -July 1979 -September 1979 -November 1979 City appoints pool commi ttee. Public approves initiative for $498,000. City selects architect Kammeyer & Partners. Architect begins design. Ci ty and School Di strict revi ew conceptual pl an. Architect provides 60% plan and cost estimate of $1,114,095. Architect provides 90% plan. Val ue Engi neeri ng Team eval uates project. Council approves change in shape of pool and asks that Architect provides 100% plans and cost estimate of Plan check completed and comments returned to architect. Architect provides corrected plans and final estimate of solar energy be considered. $1,350,000. $1,473,801. Funds remaining in the project account are as follows: Source Account # Amount General Fund (Pool) 01 -1 70-3030 $ 496,144 General Fund (Tennis Courts Stub-in) 01 -1 70-3040 7,000 Federal Revenue Sharing 22-1 70-3030 839,007 $1,342,151 In addition to the architect's estimate for the construction of the basic pool complex there are several alternates which the Council could choose to bid which would add to or reduce the overall project cost. The alternatives are: Add Solar Heating $1 58,500 Add Pavement of North Parking Lot 85,017 Add Epoxy Painting on Roof Decking 3,800 Deduct Interior Ceilings 2,300 The solar heating alternative can also be bid in several different ways. consultant has developed plans which could utilize either copper or plastic collec- tors and provide either 57% or 70% coverage. a1 ternatives are: The The estimated cost of the various -2- City Manager COMMUNITY SWIM COMPLEX Plastic collectors at 57% coverage Copper collectors at 57% coverage Plastic collectors at 70% coverage Copper collectors at 70% coverage $143,000 158,000 166,000 192,000 The consultant feels that under certain market conditions, copper collectors may bid lower than the estimate and recommends we bid all alternatives. Plans and specifications include the design for all the alternatives. recommends that all alternatives be bid, and final decisions on which alternatives to accept be made after receiving bids. Staff The most significant question remaining is how to pay for a project which is es timated at more than $1 30,000 over the avai 1 ab1 e appropriation. may wish to review bids before deciding whether to appropriate more funds, reduce the scope of the project or reject the project totally. would most likely be taken from the General Fund Unappropriated Reserve. The Counci 1 Additional funding LE:mmt 11 /28/79 MEMORANDUM TO: Ron Beckman, Pub1 i c Works Di rector FROM: David Bradstreet, Parks and Recreation Director DATE : November 20, 1979 SUBJECT: Municipal Swim Complex At the November 19, 1979 Parks and Recreation Commission meeting, the Commission reviewed the final pool plans and agreed with tne general concepts and estimated costs. They expressed their continued support for the finalization of this project. - DLB:jsl - 4 Page 1 Sealed blds will be received at the Office of the City Clerk, City €Iii.'l, I:!OO Elm Avenue, Cnr'Lsbad, Calj.fortiia, until 4:OO p.m. on the 3rd -.-_- aa:; of 3anwy forniing the work as foliows: , 19 80 , at which time they will. be opened arid read for per- CONSTRUCT I ON OF CARLSBAD COMMUN I TY SW I M COMPLEX AT 3557 MONROE STREET CONTRACT NO. 1071 .. Said vork shall be performed in strict c.onformity with the speci "IcEtions therefor as approved by the City Council 0% the City of Carl.sbad on file in the Eng-- heri:i.cg Depzrtrrrerit. Reference is hereby mads t:r, said spacificatlons for full parr- iculars ard descrj-ption of said work. h'o bid will. 5e received unless ic 4s n:n& 011 a proposal form furnished by the Enqineering Cepsrtment, Each bid. must be acccspanicd by cash, certified check er bidder's 5ond ride payable to the City of Carls5ad fcr ax an:c:ir,t c!r,ual to ciL leest ten pc-.rc.cmt (107;) of the anoilnt of bid; said qcnraitp to be fci-leir-ed should the bidder tc whom tke contract is awarded f2il to fliTTl'.Sh the 1:equire3 bonds, and to enter hto a confrac: xtth tk~. City ;~i.r55a the period uf tiEe i)rc- vided for by the bid requirencnt::. The doclments included within the seeled kfds which requixc conpletiun and execution are th follc,tring: 1, Proposal (?ayes 3-6) 'I 2, Biddcr's Bond t,o Accompany Proposal (Page 7) 3, ' 4, Bidder's Statenem of Fina::ciai Rcqmsib'ility (Page 10) 5. Bidder's Statement of Technical Ability & Experience (Page 11) Said doc.i:inents shall fie affixed v2th tile sppropriate notarinl. si-pstures sild titles of the psrsons signing on behalf of' tile i7Tcide.r. For ccrporatcons, rhe signatures of the prr:sidcnt or vice-presidec :: and secretary or assistant. secretzrjr are required and the corporate seal shell be effixed to all documnts req~~i.::l~g signatures, In the case of a pnrtnership, the notarized signat!ire of at ???si:. crie generill partiler is required. Designation of SuScontrccrcrs (F~s~s 8 E 9) All bids arc to be compared on th;Z hzsj.5 of the Enqi::cer's estieste, The estimated qLtantltics a~e approximate only, being given solely as a basis fsr the comparison of bids, No bid tiill be accepted iron a contrsctor xho has not teen licewet? In accordance wfth the provisions of L'kapt-r 9, Division 3 of the Business an2 t'rw fessions Code, The contractor slis23. stht~ hisjhct. liccnsc ntirnbcr and classifi- cation in the proposal. Tile escfmzeed cost oi the wcrk is $ 1,640,000. Plans, special provisions and contract Iccuments may be obtained at .the Engineering Dcpartrncnt, City, IIa11, Carlsbad, Cc;lifornii at a refundable fee of $75 to licensed contractors for the first set. Additional sets are available for a non-refundable fee of $75 per set. Page 2 The City of Carlsbad reserves the right to reject any or all such bids and to waive any minor irregularity or informality in such bids, The general prevailing rate of wages for each craft or type of work- person needed to execute the contract shall be those as determined by the Director of Industrical Relations pursuant to the State of California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1. Pursuant to Section 1773.2 of said Labor Code, a current copy of appli- cable wage rates are on file in the Office of the City Clerk of the City of Carls- bad, It shall be mandatory upon the.contractor to whom the contract is awarded to pay.not less than the said specified prevailing rates of wages to all workpersons employed by him/her in the execution of the contract. Also, the prime contractor shall be responsible to insure compliance with provisions of Section 1777.5 of the California Labor Code of the State of California for all occupations with apprenticeships as required on public works projects above thirty thousand dollars ($30,000) or twenty (20) working days or for specialty contractors not bidding for work through a general or Frinie con- tractor involving more than two thousand .dollars ($2,000) or more than five (5) working days. The amount of the bond to be given for the faithful perforrnance of the contract for said work shall be one hundred percent (l0OX) of the contract price therefor, and an additional bond in the amount equal to fifty percent (SO%) of the contract price for said work shall be given to secure the payment cf the claim for any material or supplies furnished for the performance of the work contracted to be done by the contractor for any work or labor of any kind done thereon. Partial 2nd final payments on this contract shall be in accordance with Section 9 of the 1979 edition of "Standard Specifications for Public Work Cox- s t ruct ion. '' The said work shall be constructed and completed within two hundred seventy (270) consecutive calendar days after the date of the notice to proceed. The Contractor shall pay to the City of Carlsbad as liquidated daEages, and not as a penalt?, the sun] of One Hundred Seventy-Five Dollars ($175.00) for each day the work rcirains incomplete beyond the 270 consecutive calendar days period to complete the Droject and any unauthorized extension of time required to complete the work. Approved by the City Council of the City of Carlsbad, California, by Resolution No. 6012 adopted on the 4th day of December ' , 19 79 . ALETHA' L. RAUTENKRANZ /? December 5, 1979 Date Anita Dack Murphy Deputy City Clerk .-- * ' 1200 ELM AVENUE CARLSBAD. CALIFORNIA 92008 DECEMBER 21i, 1979 ADDENDUM NO. 1 PROJECT: CARLSBAD CCEEIMUNITY SWIM COMPLEX - CONTRACT NO. 1071 The following modifications shall be made to the subject contract: 1. Page 1, first paragraph: Change the bid openin3 date to 4:OO p.m. on Tuesday, the 22nd day of January, 1980. their proper locat ion. *. II. Insert attached pages 20, 21, 24 and Section 17B (page 1 of 1) in TELEPHONE: (714) 438-5621 111. On page 32, add: BID I v I s I ON 17 SOLAR HEAT I NG 17A Genera 1 1-1 17B blood Work 1-1 17c Mechanical 1-5 170 Painting 1-1 17E Miscellaneous 1-1" IV. Page Sect V. Page 2 of 2, Section 7B, which was assembled fo on 7A, should be inserted following page 1 following page 2 of 7, Section 15B, should of 7. lowing page 3 of 4, of 2, Section 7B. be numbered page 3 VI. The following changes will take precedence and be used in lieu of like items specified originally or in plans. A. Section 13A 1. Page 6 of 10, Subsection 13A.5, add: "5.3 Curing As soon as plastering is completed, fill pool immedi- ately with fresh water and brush al 1 plastered surfaces twice daily for two weeks. Once pool is filled and un- til contract is compieted, maintain a minimum chlori'ne residual (using non-stabil ized chlorine) of 1 .O parts . per million Jnd maintain pH in a range of 7.5 to 8.0.'' ' 2. Page 9 of lO,.Subsection 13A.8.2.1', change last two lines to read: "for mounting on concre.te pad in accordance with manufacturer Is instruct ions .It 3. Page 9 of 10, change the first Subsection ti8.2.3ii to 8'8.2.2.'' 4. Page 9 of 10, new Subsection 13A.8.2.2: a. Lines 10 - 12 should read: 'I. ..ceive Alcoa Duranodic hard anodizing. Hinges shall be designed to 180 degrees rotation of the diving board to'the rear of the stand. Hinges shall be mounted.. . .'I b. Last 1 ine, add "or alternate approved by the City." 5. Page 9 of 10, Subsection 13A.8.2.4, add, '.'Grab rails shall have at least .065 inch wall 'thickness. Paragon #C1200B wedge anchors shall'be provided for all grab rails and hand- rails. Anchors shall be 4 inches deep, constructed of cast bronze, and include Paragon #C121OS escutcheon plates.'' 6. Page 9 of 10, Subsection 13~.8.2.5, change to read: "Para- gon #A9900 starting platform anchors shall be provided and installed per installation drawing supplied by manufacturer.'' 7. Drawing. #15/t-7 should be labeled "Starting Platform Anchor; Paragon #A9900. Set per installation drawing supplied by manufacturer .I1 8. Page 9 of 10, Subsection 13~.8.2.6, add, "Zinc-rich coating should be used. Sleeves shall be provided with no protrud- ing bolts.'' 9. Page 9 of 10, Subsection A8.2.7,. change to read, "Cup anchors shall be C4680 Paragon. Provide and install 54 cup anchors." 10. Page 10 of 10, Subsection 13A8.3.1 add, "Maxi-sweep pool vacuum shall consist of a 3-hp gasoline engine with extra quiet muffler, a self-priming centrifugal pump rated at 8000 gallons per hour; a.6-inch hair and lint pot with stainer; a 156 square foot cartridge filter with dacron ele- ments housed in a stainless steel tank which can easily be removed to dump vacuum water waste, if necessary; and a flexible vacuum head which is 36 inches wide and incorpor- ates a 3-tube manifold which allows head to flex and meets contours of pool bottom and walls. Engine, pump, strainer, and filter shall be mounted on a two-wheel, heavy-duty hand cart with ten-inch pneumatic tires." I. 11. Page 10 of 10, Subsection 13A.8.4, change to read, "By Knorr Pool Systems. Cover material shall be woven high density polyethylene, ultraviolet stabilized 10 x 10 count substrate per square inch laminated with 1.5 mil polyethylene -2- on both sides, to which is laminated closed cell polyethylene foam. Color shall be blue with white foam. Material shall be 1/8 inch thick (+ or - lo%), weigh 1 02. per.square foot, and have a 45 pound tear strength. Edges shall be rein- forced and Pitted with a 3-inch vinyl flap specially weighted to prevent wind lift. Cover panels shall be sized as fol- lows: seven 17' 3" by 75' panels three 14' 4" by 92' panels one 8' by 17' panel Two model 300-18 storage reels shall be provided. Each shall have three main winding tubes and seven casters, four of which shall be fitted with tread lock brakes. The reels shall be sized to accommodate the widest cover panel and be provided with protective covers." B. Section 138 1. Page 6 of 12, Subsection 13B.5.10, change to read, "Provide one 380-gallon fiberglass slurry tank. Cover shall have hinged access door and agitator mounting pad. Wingert model B-3-TE-H/STS 60 rpm agitator shall be 1/2 hp and low rpm with 3 sets of impellers. Precision model 6402-21F feed pump shall have maximum feed rate of 240 gallons per day and be provided with automatic fresh water flush feature." 2. Page 6 of 12, Subsection 138.5.11, change'to read, "LMI 8521-91 feed pump shall have maximum feed rate of 53 gallons per day [against a pressure of 100 psi) and have a 200 to 1 adjustment range .'I 3. Pages 8, 9 and 10 of 12, Subsections 138.5.18 through 138.5. 18.9.2 change to read: "5.18 Chemical Control System: An integrated electronics ' system shall be furnished to continuously monitor and control the pH level and chlorine residual of swimming pool water. The system shall be a Model No. 311BR as manufactured by Stranco. 5.18.1 The controller shall be provided in a wall- mountable metal cabinet with baked enamel f ini-sh with a key.-lockable, plexiglass win- dowed door. Two-face panel meters shall con- tinuously display pool water pH and chlorine levels. Pool water shall not be permitted to enter the cabinet in any way. 5.18.2 All electronics shall be contained on one single, quick disconnect printed circuit board coated with a material impervious to moisture and atmspheric fumes containing chlorine or acid in order to protect elec- tronics against corrosive damage. -3- *I-. i.,, _? .. .. .. 5.18.3. All sensing, control and output circuits shall be protected.wi th resettable thermal circuit breakers rather than fuses. 5.18.4 Controller outputs shall be off/on standard ' line voltage of not less than 10 amps for control of pumps or solenoid-operated valves. 5.18.5 Controller shall be provided with audible and visual high and low pH and high and low chlor- ine alarms. 5.18.6 In the event of toss of sample stream flow, controller shall place chemical feeders on stand by. Controllers shall disable the appropriate feeder(s), energize audible and visual alarms in the event of: (1) electrode failure, (2) chemical feeder malfunction, and/or (3) depletion of chemical supply. 5.15.7 5.18.8 An integral, self air-purging sensing chamber with see-through cover, sensing electrodes and corrosion proof flow switch shall be housed in a separate, remotable cabinet. pH and chlorine sensors shall not require recharging or refill- ing with crystals. 5.18.9 Recorders: The system shall be provided with two recorders, one for pH and one for chlorine residual which shall be independent, identical and quickly interthangable. They shall be 60-day dry chart recorders capable of record- ing pH level and feed events and chlorine resi- dual and feed events in frequency of occurrence, time and duration. 5.18.10 Check out of final installation, start-up, cal i- bration and instruction of operating personnel shall be performed by an authorized representa- tive of the manufacturer. VI I. Indicate receipt of this addendum on page 3.of the "Proposal .'I 2' . Les Evans 'rf City Engineer LE:JNE:VEB Attachments I' 6. _. . . ... ~ > ._ 1 Page 20 . mLxc WORIG colq.smucTIors E"l&E - STMtTDARD SPECLTATIONS AND STAXDARDS EMWIXGS Tile Stwbrd Specificntiocs for P!lbblirl Works Construction written and promulgated by thz Soutllern California Chapters of the Amsican Public ?!orb Asaociction and the Associ.at,cd General Coxir;rtictors of Aaerica shall be tile Strmdard Spcificuticcs of the City of' Carlsbad. scppJ.exeut:;, ~f these S'c,ikqd%rd Gpecifications , the Modiflcatiocs to StmWd the City of CzrlsScd avnilzble at the the bids are owned unless otherwice speci- The chow Staudard Epcifichtions, i+?odifFcations, and Standard Drawings are hereby made a part of the Contract Docmemts. 'For the convenience of the Contractor, the section and subsection numbering SYS- tea used in these fdoSif'icationt3 coi-responds directly to that used in %he Stmdcird Specifications. A11 work fjhfil.1 conform to the lctest c&ition, hcluding . Specifications for FubZic Vorks Ccnctrwtion,. and Stmdnrd Drtiwlngs as issued by - . Aie-d in the Contract Docmm;ents. * '4 2-1 Award e,nd ExecvMcm of Contract -I_.- 2-1.1 Proposal The proposal shall be fully executed sad submitted on the Corns .provided by the City and Ehall be coclosed in a sealed envelope narkd ad ahdressek as directed in the "Notice Inviting Rids". If the proposal is made by an indtviduol, it shall be signed and his full naae and address cheJ-1 be given; if it is mde by a firm, it shall be Gigned vith the copartnership nLme by a general partner thereof, who t;hU alfio Gign his own name, and the me and address of each Ember of~uch copart- nsrohip sh&l be given; If nade by a corporalion, the DPQL~ of the corporation ahti12 be ciguzd.by it6 duly authorized officer rtnd atteskxl by the corporate sed. -. . . ' ,' The appropriate acbow1edGexnent must &o be signed before a notary puh2i.c. Biddzrs are wanied againat mung erasures or alterations of my Mng on thclr Propaml. conditions, or additions not called for may be rejected. Proposah which contsin missions, erasures, altera-tiour;, I At thc time that -the Coxtract Agreement 5s executed by the C?ty, the'Contrnctor shall be liccused under t,he yrovisious of Chapter 9, Diviaion 3, of the Bu~ineao and FVofc36ions Codc of the Stnte of California to do the typz of -.work confernplated in the Contruct ond shall be ekilled md regularly exaged in the general clcsa or type of work required by this Contract, . Page 21 2-1.2 Exbairntion of Plans, Speclficntidnc, and Project Site -.- ,. Bidders shall read the specifications, exmine the draxings, and their om astimates 0% the existing facilities and the diffiCul*Yh6 which vi31 attcnh -the executLor. of the work calSed for by the propooed Contract. &m 6h€&3. Ga-tisfy thmnel’ven by per6ond extmlnatlon of the locations of the proposed work, rind by such other maas as tbny may chDose, as to actual conditions and requAremntc an& a6 to the accuracy of the qunntities stated in the Propccal forms dravingc, or frm the Engheer or hio assistazits’(or the Architects or their anSiS- taits), shall cot relieve t,he bidder of‘ this respnsiblity, and the intewretntion of the dsta iiisc2oi;cd by brings or other prelhirxiry investigationc f6 not gum- -teed or ciqv liabili‘c-,- msuned by the City. Bid- Info~zzthon derived frm the mprj , plms, specifications , profiles , or I 2-1.3 Interpretation of :Drc~trings LtnA Docments * If 8 praspcctive bidder is in doubt BG to the true meaning or intent of my part of the Contract Docments incluang -the specifim2tiom or dls- covcre diccrcpancies in or missions frm the specifications or draw%ngs, he my .submit to the E:tiginccr tr mitten request for an interpretation or a correction thereof. %aterp~ettitions or corrections of the Ccrntxact Docments incl~6ing thz oyzcificationo and dmwing5 sh11, be mde? only by addendum. duly iscwd by the ’ Engineer, cad a copy 02 atach addendm will be sent by certified mail, pcs-lzge pre- p&.d, or dcI.ivered to c~c5 person receiviq a set of the Contrrct Docments whoee ad6rcss is krievn to -the Errginzer md such addendm ahdl be considered u part of and incorporated in thc Contract Docantc. 2-1.4 Awmd OP Contract ---- ’ After the Proposals have been publicly opened mh rend ~..loud, they ~4ll bc checkcd for accvrncy end cmplimce with CLU, provisj-ona a6 specified . herein. .. The City reserves the right to reject any or all bids and to waive any infomality or irregulcrity in any bid received and to be the 60le Judge of the merits ai’ the reqxctive bids received. City Cowcil withia 30 Gays after speaiq of the bids. the Lovest, responeiblc bidder. Award of the Contract, if it be awarded, will be made by the Award will be nsde to In selecting the lowest responsible bldder, concideration will be given to the gcner~l competency of the bidder for the performance of the work required to present c.rldence th3t he has cuccessWy performed similar work of comparable li;.%gnittode or ~~ib-it other evidence seticfacbry to the City that hc or hi8 eosociateo art. personally competent Lo manage the propomd v-ndertrsking md to cmiy it forward to R e.ucccr;sfw, concluoion. *Professional Integrity and hone- sty of pv.rpor;c r;tialX be ecsent.Ln1 requirements. A showing of adequate financial resources may be required but will not alone determine whether a bidder is cam- yetent to undertake the proposed work. . covered by the propowl. To receive favorable consideration, a bidder may be -, .. - 1 Page 24 6-8 Capletion and Acce~tnnce - In addition to the gtwrantees as required in Section 2-4 of' the Stanbra Specifications, the faltkfut perfomnnce bond shsll ramin in fuI.1 force and effect for a period of onc year e.ftc3r Picceptmce of the wcrk by the Citjj such that dcfects, which eppeor vitiain said period Hill be repaired, replaced, or cor- rected by the Contractor, c;t his OM cost md expncc, to the satisfaction of the Ewineer witkin t.h€rty (30) days after mitten notice thereof by the City. io tmended aa follows: 7-1 Contractor's Eq.uipxient end Facilitlea . -I. - 7-1.3. Contrwtor's Responsibility for Work UEtil the form1 acceptance of 'the work by the City, the Con- ,ructor &,all have the chrge and cere thereof and shall bear the risk of ami- aexrt, loss or &%EL!~E? to .my par+, theresf by action ai' the elemnts or %rea any otber cause whetber nrisia+T Prom the execution or Bra the noncxzcutfon of the work. damttges t.0 wzy portion of the work occmioned by my of the tzbove csuses before %?E Contractor shall rcibuild, repair, restore, and othcn.%ce correct ... its sccep'tnnce In case of suspension of work from my caue vhakver, the Con- %rc,ctor r;halL Se ~esponsible for all materials md Lke propl' tmporary atorege - thereof. 1 7-L.2 Rotice and Semite Thereof kny notice required or given by one party to the other under the Contmct hall BC in writing zSr3 shall be dated ead signed by the party giving mch notice or by Q. duly authorized representative of wch p&y. ehtrll not be effective for my purpose whatever unlecs served la the followicg mer: puUr such notice Hotice shnU be given to the City by persanaJ, delivery thereof to the Engineer or by depositing the saxe In the United States mail enclosed in a oenled erivebp, registered ad with postage prepara, ButuesGed 'co: City Engineer City of Carl.cbad 1200 Elm Avenue Cmlcbod, Cdifornia 920@3 Notice nhallbc given to the Contrector, by personal delivery thereof to said Con- tractor or to h?-~ authorized repreccntcitive at the oite of the prodect, or by depositing the Gam in the United StateB MdL, enclosed In a aeoled envclope addressed to Haid Contractor st the eddrcos establi~hed for the conduct of the vork under thio Contract, postage prepaid and rcgistered. , 8 -. - , . u .. . . h DIVISION 17 - SOLAR XAT .. SECTION 17E - WOOD WORK -. .. NG 179.1 WOOD WORK - SOLAR COLLECTOR RACKS 1.1 All procedures as specified in Division 6 of the main speci- fications and illusti-ated in the associated drawings shall be'followed unless otherwise specified herein. .. 1.2 Submittals - Five copies of drawings stamped t?y a California registered civil or structural engineer shall be submitted collectilr racks as shown in the accompanying drawings is in- tended. . for approval to the CiLy Engineer if chcnges in thc solar .. 1.3 All lumber used for footings shall be Penta-treated O.A.A. for use in the ground. 1.11 All wood components shall be painted as specified under "Painting" (Section 17D) for exterior wood surfaces. . 1.5 All metallic components such iis bolts, nuts, washers, con- duit clamps and angle clips shall be.galvanized. 1.6 Provisions for roof di-ainaqe shall be provided in order that - no pool or darns occur due to roof racks. .. .. .. '1 -. .. .. SECTION .17B ,PAGE 1 OF 1 ..