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Home My WebLink AboutC-1010 - Assessment District No. 49CITY OF NEWPORT BEACH. STANDARD SPECIFICATIONS GENERAL INDEX SECTION NUMBER TITLE I DEFINITIONS AND TERMS 2 PROPOSAL REQUIREMENTS AND CONDITIONS EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS AND -SITE OF WORK- - - - PROPOSAL FORM - - - - - - - - - - - - - - - - REJECTION OF PROPOSALS- - - - - - - - - BIDDERBS GUARANTY - - - - - - - - - --- - --- PUBLIC OPENING OF PROPOSALS - - - - - - - - RETURN OF BIDDERS GUARANTEES - - - - - - - - 3 AWARD AND EXECUTION OF CONTRACT RECOWT) My CIE"t SEr' `31955 CITY r r NEWPO ".1 r, P.�N, PARAGRAPH NUMBER 2 -01 2 -02 2 2- 2 -05 2 -06 AWARD OF CONTRACT - - - - ° - - - - - - - - - 3 -01 EXECUTION OF CONTRACT - - - - - - - - - - - - 3 -02 CONTRACT BONDS - - - - - - - - - - - - - - 3 -03 4 SCOPE OF WORK WORK TO BE DONE - - - - - - - - - - - - - - - 4-of ALTERATIONS - - - - - - - - - - - - - - 4 -02 EXTRA WORK - - - - - - - - - - - - - - - - 4 -O OBSTRUCTIONS- - - - - - - - - - - - - - - - - 4 -N FINAL CLEANING UP - - - - - - - - - - - - - - 4 -05 5 CONTROL OF WORK AUTHORITY OF THE ENGINEER - - - - - - - - - - 5 -01 PLANS - - - - - - - - - - - - - - - - - - 5 -02 CONFORMITY WITH PLANS AND ALLOWABLE DEVIATIONS _- - - - - - - - - - - - - - - - 5 -03 COORDINATION OF PLANS SPECIFICATIONS AND SPECIAL PROVISIONS - - - - - - - - - - 5 -04 INTERPRETATION. OF PLANS AND - SPECIFICATIONS - - 5 -05 SUPERINTENDENCE - - - - - - - - - - - - - 5 -06 LINES AND GRADES - - - - - - - - - - - - 5 -07 INSPECTION REMOVAL OF DEFECTIVE AND UNAU9FMOIZED WORK - - 5 -09 CHARACTER OF WORKMEN - - - - - - -- - - - -5 -10 FINAL INSPECTION. - - -- - - - - - - - - 5 -11 J ' SECTION PARAGRAPH .. NUMBER TITLE NUMBER ' 6 CONTROL OF MATERIALS SAMPLES AND TESTS - - - - - - - - - - - - - - 6 -OI DEFECTIVE MATERIALS - - - - - - - - - - - 6 -02 ' _ = TRADE NAMES AND ALTERNATIVES= - - 6 -O STORAGE OF MATERIALS- - - - - - - - - - - - -- 6-04 ' CERTIFIED WEIGHTS - - - - - - - - - - - - - - 6 -05 7 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ' LAWS TO BE OBSERVED - - - - - - - - - - - - 7 -01 ALIEN LABOR- - 7 -02 HOURS OF LABOR - - - - - - - - - - - - - - - 7 -03 LABOR DISCRIMINATION- - - - - - - - - - 7 -0 . ' PREVAILING WAGE- - 7 -05 DOMESTIC MATERIALS - - - - - - - - - - - - - 7 -D6 ' REGISTRATION OF CONTRACTORS - - - _ - - - - - PERMITS AND LICENSES- - 7 -07 7- PATENTS - - - - - - - - - - - - - - - - - - - 7 -09 PUBLIC CONVENIENCE AND SAFETY - - - - - - - - 7 -10 ' RESPONSIBILITY FOR DAMAGE - - - - - - - - - - 7 -II CONTRACTORS RESPONSIBILITY FOR WORK- - 7-I2 'NO PERSONAL LIABILITY - - - - - - - - - - - - 7 -13 RESPONSIBILITY OF CITY - - - - - - - - - - - 7 -I ' WORKMEN'S COMPENSATION, INSURANCE AND SAFETY- 7 -15 INSURANCE- - - - - - - - - - - - - - - - - - 7-16 ' PRESERVATION OF PROPERTY- - - - - - - - - - - COOPERATION WITH OTHERS - 7 -197 7 -18 DUST CONTROL- - 7 -19 RIGHT OF WAY- - - - - - - - - - - - - - - - - 7 -20 ' H PROSECUTION AND PROGRESS ' SUBCONTRACTING - - - - - - - - - - - - - - 8p-ol ASSIGNMENT - VV -o2 BEGINNING OF WORK- - - - - - - - - - - - - - 8 -0 ' PROGRESS OF THE WORK - - - _ - - - - VU 8 -04 TEMPORARY SUSPENSION OF WORK - - 88p-05 TIME OF COMPLETION AND LIQUIDATED DAMAGES -. -o6 SUSPENSION OF CONTRACT - - - - - - - - - - - 8 -07 ' 9 MEASUREMENTS AND PAYMENTS MEASUREMENT OF QUANTITIES- - - - - - - - - - 9 -01 - PAYMENT- - 9 -02 EXTRA AND FORCE ACCOUNT WORK - - - - - - - - 9-03 PROGRESS PAYMENTS - - - - - - - - - - - - - 9- ' FINAL PAYMENT- - - - - - - - - - - - - - - - 9 -05 PAYMENT FOR STATE IMPROVEMENT ACT- - 9 -06 7 11 ' SECTION PARAGRAPH NUMBER TITLE NUMBER ' 10 GRADING AND EARTHWORK F, u 1 SCOPE - - - - - - - - - - - - - - - - - - - - 10 -01 CLEARING AND GRUSEING - - - - - - - - - 10 -02 ' REMOVAL AND DISPOSAL OF MATERIAL- - = = = IO -03 EXCAVATION- - - - - - - - - - - - - - - - - - 10 -0 ' EMBANKMENT- - - - - - - - - - - - - - PLACING EMBANKMENT- - 10 -055 IO -O6 SUBGRADE PREPARATION- - - - - - - - - - - - - IO -O COMPACTION EQUIPMENT AND REQUIREMENTS - - - - IO -00 ' FINISHING SLOPES AND SURFACES - - - - - - - - I0-09 SUBGRADE AND EMBANKMENT PROTECTION- - I0-10 WATERING- - - - - - - - - - - - - - - - - - 10 -11 ' II AGGREGATE BASE SCOPE - - - - - - - - - - - - - - - - - - - S UBGRADE -. - - 11 -01 it -OZ MATERIALS - - - - - - - - - - - - - - - - - - 11 -03 PLACING AGGREGATE BASE- - - - - - - - - - - - 11 -0 12 ASPHALT PAVING SCOPE I2 -0I ' - - - - -- - - -- -- - - - - - - - BASE - 12 -02 PRIME COAT- - - - - - - - - - - - - - - - - - 12 -0 ' PAINT BINDER- - - - - - - - - - - - - ASPHALT CONCRETE- - - - 12 -0� - 12 -05 PLACING ASPHALT CONCRETE- - - - - - - - - - - I2 -O6 ROLLING ASPHALT CONCRETE- - - - - - - - - - - I2 -O ' HEADERS - - - - - - - - - - - - 12 -00 MANHOLE AND VALVE BOX COVERS- - - - - - - - - 12 -09.. ' 13 PORTLAND CEMENT CONCRETE DESCRIPTION - - - - - - - - - - - - - - - - - 13 -01 MATERIALS - - - - - 13 -0Z t BATCH PROPORTIONS - - - 13 READY -MIXED CONCRETE- - - - - - - - - - - - -04 -, 13 O HAND - MIXING - - - - - - - - - - - - - - - - - 13`05 . ADMIXTURES - - - - - - - - - - - - - - - - - 13 -06 ' AMOUNT OF WATER AND SLUMP TEST- - 13 CURING - - - - - - - - - - - - - - - - - - =03 - I3 F, u 1 SECTION PARAGRAPH NUMBER TITLE NUMBER 14 REINFORCING STEEL GENERAL - - - - - - - - - - - - - - - - - - - 14 -01 MATERIALS - - - - - - - - - - - - - - - - - - 14 -02 BAR REINFORCEMENT - - - - - - - - - - - - - - 14 -03 MESH REINFORCEMENT- - - - - - - - - - - - - - 14 -0 BLACK ANNEALED WIRE - - - - - - - - - - - - - 14 -05 STEEL LISTS - - - - - - - - - - - - - - - - - 14 -06 SAMPLING - - - - - - - - - - - - - - - - - - 14 - 0d7 CLEANING - - - - - - - - - - - - - - - - - - 14 -00 BENDING - - - - - - - - - - - - - - - - - - 14-09 PLACING - - - - - - - - - - - - - - - - - - 14 -10 SPLICING - - - - - - - - - - - - - - - - - 14 -11 INSPECTION - - - - - - - - - - - - - - - - - 14 -12 MEASUREMENT OF QUANTIIIES_- - - - - - - - - - 14 -13 15 CONCRETE CURBS, GUTTERS, SIDEWALKSw, DRIVEWAYS AND CROSS- GUTTERS DESCRIPTION - - - - - - - - - - - - - - - - - 15 -01 SUBGRAOE PREPARATION- - - - - - - - - - - - - 15 -02 JOINING EXISTING WORK - - - - - - - - - - - - 15-0 FORMS - - - - - - - - - - - - - - - - - - - - 15-O� JOINTS- - - - - - - - - - - - - - - - - - - - 15-05 CURB AND GUTTER CONSTRUCTION- - - - - - - - - 15 -06 CONCRETE CROSS- GUTTERS, SIDEWALKS AND DRIVEWAYS- - - - - - - - - - - - - - - 15 CURING - - - - - - - - - - - - - - - - - - =07 - 15 16 SANITARY SEWERS AND APPURTENANCES SCOPE - - - - - - - - - - - - - - - - - - - - 16 -01 PIPE AND FITTINGS - - - - - - - - - - - - - - 16 -02 PAVEMENT REMOVAL - - - - - - - - - - - - - - 16 -03 EXCAVATION- - - - - - - - - - - - - - - - - - 16-0$ LATERALS - - - - - - - - - - - - - - - - - - - 16 -05 PIPE LAYING AND JOINTING - - - - - - - - - - 16 -06 BACKFILLING - - - - - - - - - - - - - - - - - 16-04z7 PAVEMENT REPLACEMENT- - - - - - - - - - - - - 16- APPURTENANCES - - - - - - - - - - - - - - - - 16 -09 TEST FOR LEAKAGE IN SEWERS- - - - - - - - - - 16-IO BALLING OF SEWERS - - - - - - - - - - - - - - 16 -11 TUNNELING - - - - - - - - - - - - - - - - - - 16 -12 CASED CROSSINGS - - - - - - - - - - - - - - - 16 -13 SADDLE CONNECTIONS- - - - - - - - - - - - - - 16-14 LIMITED ACCEPTANCE OF SANITARY SEWERS - - - - 16 -15 WATER FOR TESTING AND COMPACTION PURPOSES - - 16-16 I I J 1 SECTION PARAGRAPH NUMBER TITLE NUMBER 17 STORM DRAINS AND DRAINAGE STRUCTURES SCOPE - - - - - - - - - - - - - - - - - - - - - 17 -01 PIPE - - - - - - - - - - - - - - - - - - - - - - 17 -02 PAVEMENT REMOVAL AND REPLACEMENT- - - - - - - - 17_03 EXCAVATION AND BACKFILL - - - - - - - - - - - - 17 � PIPE LAYING - - - - - - - - - - - - - - - - - - 17 -05 JOINTING - - - - - - - - - - - - - - - - - - - 17 -06 DRAINAGE STRUCTURES - - - - - - - - - - - - - - 17 -07 18 STREET LIGHTING SCOPE - - - - - - - - - - - - - - - - - - - - - 18 -01 SERVICING UTILITY COMPANY - - - - - - - - - - - 18 -02 LUMINAIRES AND LIGHTING STANDARDS - - - - - - - 18 -03 CONCRETE FOUNDATIONS - - - - - - - - - - - - - 18 -0 TRANSFORMERS - - - - - - - - - - - - - - - - - 18 -05 CONDUIT - - - - - - - - - - - - - - - - - - - 18 -06 CABLE - - - - - - - - - - - - - - - - - - - - 18- 0x7 PULL BOXES- - - - - - - - - - - - - - - - - - 18 -00 EXCAVATION AND BACKFILL- - - - - - - - - - - - 18 -09 RESTORING STREET SURFACE AND CEMENT WORK- - - - 18 -I0 FEED POINT- - - - - - - - - - - - - - - - - - 18 -11 TEST - - - - - - - - - - - - - - - - - - - - 18 -12 19 WATER SYSTEM SCOPE - - - - - - - - - - - - - - - - - - - - 19-01 PIPING MATERIALS- - - 7 - - - - - - - - - - - 19 -02 PAVEMENT REMOVAL AND REPLACEMENT- - - - - - - - 19_03 EXCAVATION AND BACKFILL - - - - - - - - - - - 19 O14i PIPE LAYING AND JOINTING- - - - - - - - - - - 19 -05 BACKF I LL I NG - - - - - - - - - - - - - - - - - 19 -06 CASED CROSSINGS - - - - - - - - - - - - - - - 19_ TEST FOR LEAKAGE- - - - - - - - - - - - - - - 19 DISINFECTING. PIPE LINES - - - - - - - - - - - 19 -09 CONNECTIONS TO EXISTING WATER MAINS - - - - - - 19 -I0 THRUST BLOCKS - - - - - - - - - - - - - - - - 19 -11 Section Paragraph Number Title Number 20 SPECIAL PROVISIONS ASSESSMENT DISTRICT NO. 49 :w Specifications - - - - - - - - - - - - 20 -01 Location and Scope of Work 20 -02 _ _ _ _ _ Drawings - 20 -03 Time of Completion - - - - - - - - - - 20 -04 Location of Lighting Standards _ _ _ _ 20 -05 Lighting Standards - 20 -06 Luminaires - - - - - - - - - - 20 -07 Lamps - - - - - - - - - - - - - - - - - 20 -08 Ballast - - 20 -09 Conduit- - -------- - - - - -- 20 -10 Cable - - - - - - - - - - - - - - - - - 20 -11 Pull- Boxes - - - - - - - - - 20 -12 Excavating and Backfilling - - - - -- 20 -13 Removing and Replacing Improvements- - 20 -14 Foundations - - - - - - Parking Prohibition- - -- - - - - -- 20 -15 20 -16 _ Service Points - - - - - - - - - - - - 20 -17 1 SECTION ' `DEF.INITIONS..ANDITERMS WHENEVER IN THESE SPECIFICATIONS, OR IN ANY INSTRUMENTS WHERE THESE SPECIFICATIONS ' - GOVERN, THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING SHALL BE INTERPRETED AS FOLLOWS: 1 -01. BIDDER: ANY INDIVIDUALI FIRM, CO- PARTNERSHIP OR CORPORATION SUBMITTING A PROPOSAL FOR THE WORK CONTEMPLATED ACTING EITHER DIRECTLY OR THROUGH PROPERLY AUTHORIZED AGENTS- 1-02. CITY: THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA. 1 -03. CITY COUNCIL. THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH. ' 1 -04. CONTRACT: THE WRITTEN AGREEMENT COVERING THE PERFORMANCE OF THE WORK AND THE FURNISHING ' OF LABOR AND MATERIALS IN THE CONSTRUCTION Of THE WORK. THE CONTRACT SHALL INCLUDE THE NOTICE INVITING BIDS, PROPOSAL, AGREEMENT, WAGE SCALE, SPECIAL CONDITIONS, SPECIFICATIONS PLANS, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, 'WORKMEN'S COMPENSATION INSURANCE: PERFORMANCE BONDS AND LABOR AND MATERIALS BOND; ALSO ANY AND ALL SUPPLEMENTAL AGREEMENTS AMENDING OR EXTENDING THE WORK CONTEMPLATED, AND WHICH MAY BE REQUIRED TO COMPLETE THE WORK IN A_SUBSTANTIAL AND ACCEPTABLE MANNER. 1-05• CONTRACTOR- ' -THE BIDDER THAT IS AWARDED A LEGAL CONTRACT FOR THE WORK. 1 -06. ENGINEER. ' THE PUBLIC WORKS DIRECTOR OF THE CITY, ACTING DIRECTLY OR THROUGH PROPERLY AUTHORIZED AGENTS, SUCH AGENTS ACTING WITHIN THE SCOPE OF THE PARTICULAR DUTIES DELEGATED TO THEM- 1-01. LABORATORY: ' THE DESIGNATED LABORATORY AUTHORIZED BY THE ENGINEER TO TEST MATERIALS AND WORK INVOLVED IN THE CONTRACT. ' i -o8. NOTICE. NOTICE SHALL BE DEEMED TO HAVE BEEN GIVEN IF SERVED PERSONALLY ON THE CONTRACTOR ' OR HIS AUTHORIZED AGENT,,OR MAILED TO THE CONTRACTOR, POSTAGE PREPAID, TO THE ADDRESS GIVEN IN THE PROPOSAL. I I ' 1 -09• PLANS: ' THE OFFICIAL PLANS, PROFILES, CROSS - SECTIONS, WORKING DRAWINGS, STANDARD DRAW- INGS AND SUPPLEMENTAL DRAWINGS, OR REPRODUCTION THEREOF, APPROVED BY THE ENGINEER, WHICH SHOW THE LOCATIONS, CHARACTER, DIMENSIONS, AND DETAILS OF THE WORK TO BE ' PERFORMED. ALL SUCH DOCUMENTS ARE TO BE CONSIDERED AS A PART OF THE PLANS WHETHER OR "T REPRODUCED IN THE SPECIAL PROVISIONS- 1 40. PROPOSAL: THE OFFER OF THE BIDDER FOR THE WORK WHEN MADE OUT AND SUSMITf{ED ON THE PRE- SCRIBED PROPOSAL FORM, TOGETHER WITH THE NECESSARY BIDDERS BOND, AFFIDAVITS, EXPERIENCE RECORD AND SUBCONTRA07.!'MF V. SW. 1 -11. PROPOSAL FORM: THE APPROVED FORM ON WHICH THE ENGINEER REQUIRES FORMAL 0103 TO BE PREPARED AND SUBMITTED FOR THE WORK. 1 -12. SPECIAL PROVISIONS: SPECIFIC CLAUSES SETTING FORTH CONDITIONS OR REQUIREMENTS PECULIAR TO THE ' PROJECT UNDER-CONSIDERATION AND COVERING WORK OR MATERIALS INVOLVED IN THE PROPOSAL AND ESTIMATE BUT NOT SATISFACTORILY COVERED BY THESE SPECIFICATIONS ' 1 -13. STANDARD SPECIFICATIONS: THE SPECIFICATIONS OF THE CITY OF NEWPORT BEACH CONTAINED HEREIN AND ALL SUB- SEQUENT ADDITIONS AND/OR REVISIONS, THREE COPIES OF WHICH ARE ON FILE IN THE ' OFFICE OF THE CITY CLERK. WHEREVER IN THESE SPECIFICATIONS, OTHER SPECIFICATIONS ARE MENTIONED, IT SHALL ' BE UNDERSTOOD THAT THE MATERIALS OR METHODS MENTIONED THEREWITH SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST REVISION OF THE SPECIFICATIONS SO MENTIONED. ASTM: AMERICAN SOCIETY FOR TESTING MATERIALS ' ASA: AMERICAN STANDARDS ASSOCIATION AASHO: AMERICAN ASSOCIATION STATE HIGHWAY OFFICIALS AWWA: AMERICAN WATER WORKS ASSOCIATION ' STATE STANDARD SPECIFICATIONS: STANDARD SPECIFICA- TIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC ' WORKS, DIVISION OF HIGHWAYS, DATED.JANUARY 1960, AND ALL SUBSEQUENT ADDITIONS AND REVISIONS- 1-14. WORK: THE ENTIRE CONTEMPLATED WORK TO BE PERFORMED OR EXECUTED AS INDICATED ON THE PLANS, PRESCRIBED IN THE SPECIFICATIONS, AND COVERED BY THE CONTRACT. 1 I I iJ SECTION 2 ' PROPOSAL REQUIREMENTS AND CONDITIONS ' 2-01. EXAMINATION OF PLANS SPECIFICATIONS SPECIAL PROVISIONS AND SITE OF WORK: THE BIDDER IS REQUIRED TO EXAMINE,CAREFULLY THE SITE FOR THE WORK CONTEMPLATED AS WELL AS THE PROPOSAL, PLANS, SPECIFICATIONS AND CONTRACT FORMS. IT WILL BE ASSUMED THAT THE BIDDER HAS INVESTIGATED AND 13 SATISFIED AS TO THE CONDITIONS TO BE ENCOUNTERED AND AS TO THE CHARACTER, QUALITY AND QUANTITIES OF WORK TO BE PERFORMED AND MATERIALS TO BE FURNISHED, AND AS TO THE REQUIREMENTS OF THE ' SPECIFICATIONS, THE SPECIpl PROVISIONS AND THE CONTRACT. IT IS MUTUALLY AGREED THAT SUBMISSION OF A PROPOSAL SHALL BE-CONSIDERED PRIMA FACIE EVIDENCE THAT THE BIDDER HAS MADE SUCH EXAMINATION AND INVESTIGATION. ' 2 -02. PROPOSAL FORM: ALL PROPOSALS MUST BE MADE UPON FORMS TO BE OBTAINED FROM THE ENGINEER, AT HIS OFFICE IN THE CITY HALL, 3300 W. NEWPORT BLVD., NEWPORT BEACH, CALIFORNIA. ALL PROPOSALS MUST GIVE THE PRICES PROPOSED, BOTH IN WRITING AND FIGURES AND .MUST BE SIGNED BY THE BIDDER, WITH HIS ADDRESS. IF THE PROPOSAL IS MADE BY AN INDIVIDUAL, HIS NAME AND POST OFFICE ADDRESS MUST BE SHOWN. IF MADE BY A FIRM OR PARTNERSHIP, THE NAME AND POST OFFICE ' ADDRESS OF EACH MEMBER OF THE FIRM OR PARTNERSHIP MUST BE SHOWN. IF MADE BY A CORPORATION, THE PROPOSAL MUST SHOW THE NAMES, TITLES AND BUSINESS ADDRESSES OF THE PRESIDENT, SECRETARY AND TREASURER. ALL PROPOSALS SHALL BE PRESENTED ' UNDER SEALED COVER WITH THE NAME OF THE PROJECT CLEARLY MARKED ON THE OUTSIDE OF THE COVER. 2 -03. REJECTION OF PROPOSALS: PROPOSALS MAY BE REJECTED IF THEY SHOW ANY ' ALTERATIONS OF FORM, ADDITIONS NOT CALLED FOR, CONDITIONAL OR ALTERNATIVE BIDS, INCOMPLETE BIDS, ERASURES OR.IRREGULARITI,E3 OF ANY KIND. THE CITY RESERVES THE RIGHT TO REJECT ANY AND ALL 8103 OR WAIVE ANY IRREGULARITY OR INFORMALITY IN THE BID PROCESS. 2 -04. BIDDERS GUARANTY: ALL BIDS SHALL BE ACCOMPANIED BY CASH, CASHIER'S CHECK, CERTIFIED CHECK, OR BIDDERS BOND, MADE PAYABLE TO THE CITY OF NEW- PORT BEACH, FOR AN AMOUNT EQUAL TO AT LEAST 10 PERCENT OF'THE AMOUNT OF SAID BID, AND NO BID SHALL BE CONSIDERED UNLESS SUCH CASH, CASHIER'S CHECK, OR tBIDDER'S BOND IS ENCLOSED THEREWITH. 2 -05• PUBLIC OPENING OF PROPOSALS: PROPOSALS WILL BE OPENED AND READ PUB- , LICLY AT THE TIME AND PLACE INDICATED IN THE NOTICE INVITING BIDS. BIDDERS OR THEIR AUTHORIZED AGENTS ARE INVITED TO BE PRESENT. 2 -06. RETURN OF BIDDER'S GUARANTEES: WITHIN 10 DAYS AFTER THE AWARD OF THE CONTRACT, THE CITY WILL RETURN THE PROPOSAL GUARANTEES ACCOMPANYING SUCH OF OF THE PROPOSALS WHICH ARE NOT TO BE CONSIDERED IN MAKING THE AWARD. ALL OTHER PROPOSAL GUARANTEES WILL BE HELD UNTIL THE CONTRACT HAS BEEN FINALLY EXECUTED, AFTER WHICH THEY WILL BE RETURNED TO THE RESPECTIVE BIDDERS WHOSE PROPOSALS THEY ACCOMPANY. I 11 1 h L- 1 SECTION 3 AWARD AND EXECUTION OF CONTRACT 3 -01. AWARD OF CONTRACT: THE AWARD OF THE CONTRACT, IF IT 13 AWARDED, WILL BE TO THE LOWEST RESPONSIBLE BIDDER WHOSE PROPOSAL COMPLIES WITH ALL THE REQUIREMENTS DESCRIBED. THE AWARD, IF MADE, WILL BE MADE WITHIN 30 DAYS AFTER THE OPENING OF THE BIDS. ALL BIDS WILL BE COMPARED ON THE BASIS OF THE ENGINEERS ESTIMATE OF QUANTITITIES OF WORK TO BE DONE- 3-02. EXECUTION OF CONTRACT% THE CONTRACT SHALL BE SIGNED BY THE SUC- CESSFUL BIDDER AND RETURNED, TOGETHER WITH THE CONTRACT BONDS, WITHIN 1.0 DAYS, NOT INCLUDING SUNDAYS, AFTER THE BIDDER HAS RECEIVED NOTICE THAT THE CONTRACT HAS BEEN AWARDED. NO PROPOSAL SHALL BE CONSIDERED BINDING UPON THE CITY UNTIL THE EXECUTION OF THE CONTRACT BY THE CITY. THE DATE OF THE CONTRACT SHALL BE THE DATE THAT THE CONTRACT 13 EXECUTED BY THE CITY. FOR WORK TO BE ACCOMPLISHED UNDER A STATE IMPROVEMENT ACT, THE CON- TRACT SHALL BE EXECUTED BY THE SUCCESSFUL BIDDER WITHIN THE TIME LIMITS .SET FORTH IN THE PARTICULAR STATE IMPROVEMENT ACT STIPULATED IN THE RESOLUTION OF INTENTION. 3-03.- CONTRACT BONDS: THE CONTRACTOR SHALL FURNISH TWO GOOD AND SUFFICIENT BONDS. EACH OF THE SAID BONDS SHALL BE EXECUTED IN A SUM EQUAL TO AT LEAST ONE -HALF OF THE CONTRACT PRICE. ONE OF THE BONDS SHALL GUARANTEE THE FAITHFUL PERFORMANCE OF THE CONTRACT BY THE CONTRACTOR; AND THE OTHER OF THE BONDS SHALL BE FURNISHED AS REQUIRED BY THE TERMS OF AN ACT ENTITLED% "AN ACT TO SECURE THE PAYMENT OF THE CLAIMS OF PERSONS EMPLOYED BY CONTRACTORS UPON PUBLIC WORKS, AND THE CLAIMS OF PERSONS WHO FURNISH MATERIALS) SUPPLIES, TEAMS, IMPLEMENTS, OR MACHINERY USED OR CONSUMED BY SUCH CONTRACTORS IN THE PERFORMANCE OF SUCH WORKS, AND PRESCRIBING THE DUTIES OF CERTAIN PUBLIC OFFICERS WITH RESPECT THERETO, APPROVED MAY 10, 1919, AS AMENDED." FORM OF BOND REQUIRED MAY BE EXAMINED AT THE OFFICE OF THE ENGINEER OR COPIES WILL BE FURNISHED, IF DESIRED, TO PROSPECTIVE BIDDERS. NO PERSONAL BONDS WILL BE ACCEPTED. WHENEVER ANY SURETY OR SURETIES ON ANY SUCH BONDS, OR ON ANY BONDS REQUIRED BY LAW FOR THE PROTECTION OF THE CLAIMS OF LABORERS AND MATERIAL MEN, BECOME INSUFFICIENT, OR THE CITY COUNCIL HAS CAUSE TO BELIEVE THAT SUCH SURETY OR SURETIES HAVE BECOME INSUFFICIENT, A DEMAND IN WRITING MAY BE MADE ON THE CONTRACTOR FOR SUCH FURTHER BOND OR BONDS OR ADDITIONAL SURETY, NOT EXCEEDING THAT ORIGINALLY REQUIRED AS IS CONSIDERED NECESSARY, CONSIDERING THE EXTENT OF THE WORK REMAINING TO BE DONE. THEREAFTER NO PAYMENT SHALL BE MADE UPON SUCH CONTRACT TO THE CONTRACTOP OR ANY ASSIGNEE OF THE CONTRACTOR UNTIL SUCH FURTHER BONDS OR BOND OR ADDITIONAL SURETY HAS BEEN FURNISHED. BONDS SHALL BE MADE PAYABLE TO THE CITY OF NEWPORT BEACH. ' SECTION 4 SCOPE OF WORK ' 4 -OI. WORK TO BE DONE: THE WORK TO BE nnNE CONSISTS OF FURNISHING ALL LABOR, PLANT METHODS, PROCESSES, IMPLEMENTS, TOOLS, MACHINERY AND MATERIALS ' 'EXCEPT AS OTHERWISE SPECIFIED, WHICH ARE NECESSARY AND REQUIRED TO CONSTRUCT AND PUT IN COMPLETE ORDER FOR USE OF THE FACILITIES SHOWN ON THE PLANS AND DESIGNATED IN THE CONTRACT AND RELATED DOCUMENTS TO DISPOSE OF ALL ' SURPLUS EARTH AND OTHER MATERIALS NOT DESIRED FOR SALVAGE OR REUSE BY THE CITY, AND TO LEAVE THE GROUNDS IN A NEAT CONDITION. ' ANY WORK OR EXPENSE INCURRED BY THE CONTRACTOR BY REASON OF ANY KNOWN OR UNKNOWN OBSTRUCTIONS, INCLUDING FACILITIES OF PUBLIC UTILITIES, WHETHER ' THE SAME BE LOCATED WITHIN THE LIMITS OF THE WORK DESCRIBED :N THE PLANS OR IN THESE SPECIFICATIONS, OR SO NEARLY ADJACENT THERETO AS TO INTERFERE WITH THE DOING OF THE WORKS SHALL BE BORNE BY THE CONTRACTOR AND THERE SHALL BE NO EXTRA CHARGE TO THE CITY THEREFOR. SUCH FACILITIES SHALL NOT BE ' REMOVED OR RELOCATED WITHOUT WRITTEN NOTICE FIRST HAVING BEEN GIVEN TO THE PUBLIC UTILITY OWNING OR CONTROLLING SUCH FACILITY. NOTHING CONTAINED HEREIN SHALL RELIEVE ANY PUBLIC UTILITY FROM COMPLYING.. 4 -02. ALTERATIONS: THE CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE QUANTITY OF ANY ITEM OR PORTION OF THE WORKS OR TO OMIT PORTIONS 0- THE WORK, AS MAY BE DEEMED NECESSARY OR EXPEDIENT BY THE ENGINEER; ALSO TO MAKE ALTERATIONS OR DEVIATIONS, INCREASES OR DECREASES, ADDITIONS ' OR OMISSIONS, IN THE PLANS AND SPECIFICATIONS, AS MAY BE DETERMINED DURING THE PROGRESS OF THE WORK TO BE NECESSARY AND ADVISABLE. HOWEVER ANY INCREASES OR DECREASES OF THE QUANTITY OF ANY ITEM OR PORTION OF THE WORK IN EXCESS OF 25 PERCENT SHALL BE CLASSIFIED AS EXTRA WORK. 4 -03. EXTRA WORK: NEW AND UNFORESEEN WORK WILL BE CLASSED AS EXTRA WHEN SUCH WORK CANNOT BE COVERED BY ANY OF THE VARIOUS ITEMS OR COMBINATION ' OF ITEMS FOR WHICH THERE IS A BID PRICE, OR IF THE INCREASE OR DECREASE OF THE QUANTITY OF ANY ITEM OR PORTION OF WORK IS IN EXCESS OF 25 PERCENT. THE CONTRACTOR SHALL DO NO EXTRA WORK EXCEPT UPON WRITTEN ORDER FROM ' THE ENGINEER. EXTRA WORK ORDERS AMOUNTING TO $500.00 OR LESS MAY BE ` AUTHORIZED BY THE ENGINEER. ALL EXTRA WORK AMOUNTING TO MORE THAN $500 SHALL BE APPROVED IN ADVANCE BY THE CITY COUNCIL. FOR SUCH EXTRA WORK, THE CONTRACTOR SHALL RECEIVE PAYMENT AS PREVIOUSLY AGREED UPON IN WRITING, OR HE SHALL BE PAID ON FORCE ACCOUNT. 4 -04. OBSTRUCTIONS: WHEN REQUIRED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL STRUCTURES, DEBRIS, TREES AND OTHER OBSTRUCTIONS OF ANY CHARACTER THAT MAY BE ENCOUNTERED IN MAKING SAID IMPROVEMENTS. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND POWER LINES, PIPE LINES, STRUCTURES AND OTHER PUBLIC OR ' PRIVATE IMPROVEMENTS WHICH MAY BE WITHIN THE LIMITS OF THE WORK OR ADJACENT THERETO AND MAY OR MAY NOT BE SHOWN ON THE PLANS. EVERY PRECAUTION SHALL BE TAKEN TO PRESERVE AND PROTECT ANY SUCH IMPROVEMENTS FROM INJURY OR DAMAGE DURING CONSTRUCTION OPERATIONS AND THE CONTRACTOR SHALL ASSUME FULL ' RESPONSIBILITY FOR ANY LIABILITY AND FOR REIMBURSING THE OWNERS FOR ANY DAMAGE OR INJURY TO THEIR PROPERTIES OR INTERFERENCE WITH THEIR SERVICE WHICH MAY BE CAUSED BY HIS OPERATIONS. ' ANY WORK OR EXPENSE INCURRED BY THE CONTRACTOR BY REASON OF ANY KNOWN OR UNKNOWN OBSTRUCTIONS, INCLUDING FACILITIES OF PUBLIC UTILITIES, WHETHER ' THE SAME BE LOCATED WITHIN THE LIMITS OF THE WORK DESCRIBED :N THE PLANS OR IN THESE SPECIFICATIONS, OR SO NEARLY ADJACENT THERETO AS TO INTERFERE WITH THE DOING OF THE WORKS SHALL BE BORNE BY THE CONTRACTOR AND THERE SHALL BE NO EXTRA CHARGE TO THE CITY THEREFOR. SUCH FACILITIES SHALL NOT BE ' REMOVED OR RELOCATED WITHOUT WRITTEN NOTICE FIRST HAVING BEEN GIVEN TO THE PUBLIC UTILITY OWNING OR CONTROLLING SUCH FACILITY. NOTHING CONTAINED HEREIN SHALL RELIEVE ANY PUBLIC UTILITY FROM COMPLYING.. I 1 4-04. CONTD WITH CITY LAWS OR THEIR RESPECTIVE FRANCHISES NOR SHALL THE CITY BE RELIEVED FROM REMOVING ANY OBSTRUCTIONS WHICH BY OTHER PROVISIONS OF THESE SPECIFICATIONS IT SPECIFICALLY AGREES TO REMOVE. t 4-05• FINAL CLEANING UPS BEFORE ACCEPTANCE AND FINAL PAYMENT, THE CON- TRACTOR SHALL CLEAN THE STREET OR ROAD, BORROW PITS, AND ALL GROUND OCCUPIED BY HIM IN CONNECTION WITH THE-VORK, OF ALL RUBBISHY EXCESS ' MATERIALSI TEMPORARY STRUCTURES, AND EQUIPMENT. ALL PARTS OF THE WORK SHALL BE LEFT IN A NEAT AND PRESENTABLE CONDITION. 1 11 I 1 L 1 1 SECTION 5 CONTROL OF WORK 5-01. AUTHORITY OF THE ENGINEER: THE ENGINEER SHALL DECIDE ALL QUESTIONS ' WHICH MAY ARISE AS TO THE QUALITY OR ACCEPTABILITY OF MATERIALS FURNISHED AND WORK PERFORMED, AND AS TO THE MANNER OF PERFORMANCE AND RATE OF PROGRESS ' OF THE WORK] ALL QUESTIONS WHICH ARISE AS TO THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS; ALL QUESTIONS AS TO THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. ON THE PART OF THE CONTRACTOR; AND ALL QUESTIONS AS TO CLAIMS AND COMPENSATION. ' THE ENGINEERS DECISION SHALL BE FINAL AND HE SHALL HAVE EXECUTIVE AUTHORITY TO ENFORCE AND MAKE EFFECTIVE SUCH DECISIONS AND ORDERS THAT:THE ' CONTRACTOR FAILS TO CARRY OUT PROMPTLY. 5-02. PLANS: ALL AUTHORIZED ALTERATIONS AFFECTING THE REQUIREMENTS AND ' INFORMATION GIVEN ON THE APPROVED PLANS SHALL BE IN WRITING- NO CHANGES SHALL BE MADE OF ANY PLAN OR DRAWING AFTER THE SAME HAS BEEN APPROVED BY THE ENGINEER, EXCEPT BY DIRECTION OF THE ENGINEER. WORKING DRAWINGS OR PLANS FOR A)I�Y /STRUCTURE NOT INCLUDED IN THE PLANS ' FURNISHED BY THE ENGINEER SHALL BE APPROVED BY THE ENGINEER BEFORE ANY WORK INVOLVING THESE PLANS SHALL BE PERFORMED, UNLESS APPROVAL BE.WAIVED ' IN WRITING BY THE ENGINEER. IT IS MUTUALLY AGREED, HOWEVER, THAT APPROVAL BY THE ENGINEER OF THE CONTRACTORS WORKING PLANS DOES NOT RELIEVE THE CONTRACTOR OF ANY ' RESPONSIBILITY FOR ACCURACY OF DIMENSIONS AND DETAILS, AND THAT THE CONTRACTOR SHALL BE RESPONSIBLE FOR AGREEMENT AND CONFORMITY OF HIS WORKING PLANS WITH THE APPROVED PLANS AND SPECIFICATIONS. ' 5-03. CONFORMITY WITH PLANS AND ALLOWABLE DEVIATIONS: FINISHED SURFACES IN ALL CASES SHALL CONFORM WITH THE LINES, GRADES, CROSS - SECTIONS AND DIMENSIONS SHOWN ON THE APPROVED PLANS. DEVIATIONS FROM THE APPROVED PLANS, AS MAY BE REQUIRED BY THE EXIGENCIES OF CONSTRUCTION, WILL BE DETERMINED IN ALL CASES BY THE ENGINEER AND AUTHORIZED IN WRITING. ' 5-o4. COORDINATION OF PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS: _THESE SPECIFICATIONS, THE PLANS, SPECIAL PROVISIONS' AND ALL SUPPLEMENTARY DOCU- MENTS ARE ESSENTIAL PARTS OF THE CONTRACT AND A REQUIREMENT OCCURRING IN ONE IS AS BINDING AS THOUGH OCCURRING IN ALL. THEY ARE INTENDED TO BE t COOPERATIVE, TO DESCRIBE AND TO PROVIDE FOR A COMPLETE WORK. PLANS SHALL GOVERN OVER SPECIFICATIONS; SPECIAL PROVISIONS SHALL GOVERN OVER BOTH ' SPECIFICATIONS AND PLANS. 5 -05• INTERPRETATION OF PLANS AND SPECIFICATIONS: SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT SUFFICIENTLY DETAILED ' OR EXPLAINED IN THESE SPECIFICATIONS, PLANS AND THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL APPLY TO THE ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY ' 5 -05 CONTD BE NECESSARY, AND SHALL CONFORM TO SUCH EXPLANATION OR INTERPRETATION AS PART OF THE CONTRACT, SO FAR AS MAY BE CONSISTENT WITH THE INTENT OF THE ' ORIGINAL PLANS AND SPECIFICATIONS. IN THE EVENT OF DOUBT OR QUESTION RELATIVE TO THE TRUE MEANING CF THE SPECIFICATIONSp REFERENCE SHALL BE MADE TO THE ENGINEERS WHOSE DECISION THEREON SHALL BE FINAL. ' IN THE EVENT OF ANY DISCREPANCY BETWEEN ANY DRAWING AND THE FIGURES WRITTEN 71HEREON, THE FIGURES SHALL BE TAKEN AS CORRECT. ' 5-06. SUPERINTENDENCE: WHENEVER THE CONTRACTOR IS NOT PRESENT OwrANY PART OF THE WORK WHERE IT MAY BE DESIRED TO GIVE DIRECTION, ORDERS WILL BE GIVEN BY THE ENPINFFR IN WRITING, AND SHALL BE RECEIVED AND OBEYED BY THE SUPER- ' INTENDENT OR FOREMAN IN CHARGE OF THE PARTICULAR WORK IN REFERENCE TO WHICH ORDERS ARE GIVEN. 5 -07• LINES AND GRADES: ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND WILL ' BE MADE -"IN A HORIZONTAL PLANE. GRADES ARE GIVEN FROM THE TOP OF STAKES OR NAILS UNLESS OTHERWISE NOTED ON THE PLANS. THREE CONSECUTIVE POINTS SHOWN ON THE SAME RATE OF SLOPE MUST BE USED IN COMMON, IN ORDER TO DETECT AN`.' VARIATI.ONS FROM A STRAIGHT GRADES AND IN CASE ANY SUCH DISCREPANCY EXISTS, IT MUST BE REPORTED TO THE ENGINEER. ' IF SUCH A DISCREPANCY IS NOT REPORTED TO THE ENGINEERS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE FINISHED WORK. THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR LINES, GRADES, OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ALL EXPENSES INCURRED IN REPLACING STAKES THAT HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE PAID BY THE CON- ' TRACTOR. 5 -08. INSPECTION: THE ENGINEER SHALL AT ALL TIMES HAVE ACCESS-TO THE WORK DURING CONSTRUCTION, AND SHALL BE FURNISHED WITH EVERY REASONABLE FACILITY FOR ASCERTAINING FULL KNOWLEDGE RESPECTING THE PROGRESSO WORKMANSHIP AND CHARACTER OF MATERIALS USED AND EMPLOYED IN THE WORK, WHENEVER T-c CONTRACTOR VARIES THE PERIOD DURING WHICH WORK IS CARRIED ON EACH DAY, HE SHALL GIVE DUE NOTICE TO THE ENGINEER) SO THAT PROPER IN- SPECTION MAY BE PROVIDED. ANY WORK DONE IN THE ABSENCE OF THE ENGINEER ' WILL BE SUBJECT TO REJECTION. THE INSPECTION OF THE WORK SHALL NOT RELIEVE THE CONTRACTOR OF ANY ' OF HIS OBLICATIONS TO FULFILL THE CONTRACT AS PRESCRIBED. DEFECTIVE WORK SHALL BE MADE GOOD AND UNSUITABLE MATERIALS MAY BE REJECTED, NOTWITHSTANDING THE FACT THAT SUCH DEFECTIVE WORK AND UNSUITABLE MATERIALS HAVE BEEN ' PREVIOUSLY OVERLOOKED BY THE ENGINEER AND ACCEPTED OR ESTIMATED FOR PAYMENT. PROJECTS FINANCED IN WHOLE OR IN PART WITH STATE FUNDS SHALL BE SUBJECT TO INSPECTION AT ALL TIMES BY THE DIRECTOR OF PUBLIC WORKS, OF THE STATE OF ' CALIFORNIA, OR HIS AGENTS. ' 5 -09. REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: ALL WORK WHICH IS DE- FECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE ��CONTRACTOR ' IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH COR- RECTION. ANY WORK DONE BEYOND THE LINES AND GRADES SHOWN ON THE PLANS OR ES- ' TABLISHED BY THE ENGINEER, OR ANY EXTRA WORK DONE WITHOUT WRITTEN AUTHORITY, WILL BE CONSIDERED AS UNAUTHORIZED AND WILL NOT BE PAID FOR. UPON FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY IMMEDIATELY WITH ANY ORDER OF THE ENGINEER MADE UNDER THE PROVISIONS OF THIS ARTICLE) THE ENGINEER SHALL HAVE AUTHORITY TO CAUSE DEFECTIVE WORK TO BE REMEDIED, ' OR REMOVED AND REPLACED, AND UNAUTHORIZED WORK TO BE REMOVED, AND TO DE- DUCT THE COSTS THEREOF FROM ANY MONEYS DUE OR:.TO BECOME DUE THE .CONTRACTOR. 5 -10. CHARACTER OF WORKMEN: IF ANY SUBCONTRACTOR OR PERSON EMPLOYED BY ' THE CONTRACTOR SHALL FAIL OR REFUSE TO CARRY OUT THE DIRECTIONS OF THE ENGINEER OR SHALL APPEAR TO THE ENGINEER TO BE INCOMPETENT OR TO ACT IN A DISORDERLY OR IMPROPER MANNER, HE SHALL BE DISCHARGED IMMEDIATELY ON THE REQUEST OF THE ENGINEER, AND SUCH PERSON SHALL NOT AGAIN BE EMPLOYED ON THE WORK. ' 5 -11. FINAL INSPECTION: WHENEVER THE WORK PROVIDED AND 'CONTEMPLATED BY THE CONTRACT SHALL HAVE BEEN SATISFACTORILY COMPLETED AND THE FINAL CLEAN- ING UP PERFORMED, THE ENGINEER WILL MAKE THE FINAL INSPECTION. 11 ' SECTION 6 ' CONTROL OF MATERIALS ' 6 -01. SAMPLES AND TESTS: AT THE OPTION OF THE ENGINEER, THE SOURCE OF SUPPLY OF EACH OF THE MATERIALS SHALL BE APPROVED BY THE ENGINEER BEFORE DELIVERY IS STARTED ANn BEFORE SUCH MATERIAL ILS USED IN THE WORK. REP- RESENTATIVE PRELIMINARY SAMPLES OF THE CHARACTER AND QUALITY PRESCRIBED ' SHALL BE SUBMITTED BY THE CONTRACTOR OR PRODUCER OF ALL MATERIALS TO BE USED IN THE WORK, FOR TESTING OR EXAMINATION AS DESIRED BY THE ENGINEER. ' ALL TESTS OF MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE MADE IN ACCORDANCE WITH COMMONLY RECOGNIZED STANDARDS .Of NATIONAL ORGANI- ZATIONS, AND SUCH SPECIAL MELTHODS AND TESTS AS ARE PRESCRIBED IN THESE ' - SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH SUCH SAMPLES OF MATERIALS AS ARE RE- QUESTED BY THE ENGINEER, WITHOUT CHARGE. NO MATERIAL SHALL BE USED UNTIL IT HAS BEEN APPROVED BY THE ENGINEER. SAMPLES WILL BE SECURED AND TESTED WHENEVER NECESSARY TO DETERMINE THE QUALITY OF MATERIAL. 1 6 -02. DEFECTIVE MATERIALS: ALL MATERIALS `NOT CONFORMING TO THE REQUIRE- ' MENTS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS DEFECTIVE AND ALL SUCH MATERIALS5 WHETHER IN PLACE OR NOT, SHALL BE REJECTED. THE MATERIALS SHALL BE REMOVED IMMEDIATELY FROM THE SITE OF THE WORK UNLESS OTHERWISE ' PERMITTED BY THE ENGINEER. NO REJECTED MATERIALI THE DEFECTS OF WHICH HAVE BEEN SUBSQUENTLY CORRECTED, SHALL BE USED UNTIL APPROVED IN WRITING BY THE ENGINEER. ' UPON FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH ANY ORDER OF THE ENGINEER MADE UNDER THE PROVISIONS OF THIS ARTICLE, THE ENGINEER SHALL HAVE AUTHORITY TO REMOVE AND REPLACE nFFECTIVE MATERIAL AND TO DE- ' DUCT THE COST OF REMOVAL AND REPLACEMENT FROM.ANY MONEYS DUE THE CONTRACTOR. 6 -o3. TRADE NAMES AND ALTERNATIVES: IN THESE SPECIFICATIONS, WHENEVER THE TRADE NAME OF A PRODUCT OR THE NAME OF A MANUFACTURER APPEARS IT SHALL BE UNDERSTOOD TO SPECIFY THE PRODUCT SO IDENTIFIED OR ITS APPROVED EQUAL. THE WORDS "OR EQUAL" OR "APPROVED EQUAL" SHALL..MEAN EQUAL IN THE OPINION ' OF THE ENGINEER. 6 -o4. STORAGE OF MATERIALS: THE CONTRACTOR SHALL AT ALL TIMES CAREFULLY ' AND PROPERLY PROTECT ALL MATERIALS OF EVERY.DESCRIPTION BOTH BEFORE AND AFTER BEING USED IN THE WORK AND PROVIDE ANY ENCLOSING OR SPECIAL PROTEC- TION FROM THE WEATHER DEEMED NECESSARY BY THE ENGINEER} WITHOUT ADDITIONAL COST TO THE CITY. PARTIAL PAYMENTS WILL NOT RELIEVE THV CONTRACTOR OF ANY ' OF HIS RESPONSIBILITY. 6 -o5. CERTIFIED WEIGHTS: WHEN REQUESTED BY THE ENGINEERS THE CONTRACTOR SHALL FURNISH THE - ENGINEER WITH CERTIFIED WEIGHMASTER'S CERTIFICATES SHOWING THE ACTUAL NET WEIGHTS OF ALL MATERIALS USED. 1 �l SECT, ION 7 ' LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ' 7- -01• LAWS TO BE OBSERVED: THE CONTRACTOR SMALL KEEP HIMSELF FULLY INFORMED OF--ALL EXISTING AND FUTURE STATE AND NATIONAL LAWS AND ALL MUNICIPAL ORDINANCES AND REG- ULATIONS OF THE CITY WHICH IN ANY MANNER AFFECT THOSE ENGAGED OR EMPLOYED IN THE WORK) OR THE MATERIALS USED IN THE WORK) OR WHICH IN-ANY WAY AFFECT THE CONDUCT OF THE WORK) AND ALL SUCH .ORDERS AND DECREES OF BODIES OR TRIBUNALS HAVING ANY JURIS- DICTION OR AUTHORITY OVER THE SAME. 7-;02. ALIEN 'LABOR: THE,CONTRACTOR SHALL FORFEIT AS PENALTY TO THE CITY $10.00 FOR EACH ALIEN KNOWLINGLY EMPLOYED IN THE EXECUTION OF THE CONTRACT) FOR EACH CALENDAR DAY) OR PORTION 'THEREOF) DURING WHICH SUCH ALIEN IS PERMITTED OR REQUIRED TO LABOR IN VIOLATION OF THE PROVISIONS OF THE LABOR CODE AND IN PARTICULAR) SECTION 1850 TO SECTION 1()4 THEREOF) INCLUSIVE- 7 -03. HOURS OF LABOR. THE CONTRACTOR SHALL FORFEIT AS PENALTY TO THE CITY $10.00 ' FOR EACH WORKMAN) EMPLOYED IN THE EXECUTION OF THE CONTRACT BY HIM OR BY ANY SUB- CONTRACTOR FOR EACH CALENDAR DAY DURING WHICH ANY WORKMAN IS REQUIRED OR PERMITTED TO LABOR MORE THAN EIGHT HOURS IN VIOLATION OF THE PROVISIONS OF THE LABOR CODE 'IN PARTICULAR) SECTION 1810 TO SECTION 1817 THEREOF) INCLUSIVE. 7 -04. LABOR DISCRIMINATION. NO DISCRIMINATION SHALL BE MADE IN THE EMPLOYMENT OF PERSONS UPON PUBLIC WORKS BECAUSE OF RACE) COLOR OR RELIGION OF SUCH PERSONS AND EVERY CONTRACTOR FOR PUBLIC WORKS VIOLATING THIS SECTION IS SUBJECT TO ALL THE PENALTIES IMPOSED BY THE PROVISIONS OF CHAPTER I OF PART VII) SECTION 1735 OF THE LABOR CODE. 7 -05. PREVAILING WAGE. IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE) THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER ' DIEM WAGES IN THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE OF WORKMAN OR MECHANIC NEEDED TO EXECUTE THE CONTRACT AND IS SET FORTH IN RESOLUTION FORM. A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK. THE CONTRACTOR SHALL FORFEIT AS PENALTY TO THE CITY $10.00 FOR EACH CALEN- DAR DAY OR PORTION THEREOF) FOR EACH WORKMAN PAID LESS THAN THE STIPULATED PREVAIL- ING RATES FOR ANY WORK DONE UNDER THE CONTRACT BY HIM OR BY ANY SUB - CONTRACTOR UM- DER HIM) IN VIOLATION OF THE PROVISIONS OF THE LABOR CODE AND IN PARTICULAR SECTION 1770 TO SECTION 1781 THEREOF) INCLUSIVE. 7 -06. DOMESTIC MATERIALS: ONLY SUCH UN14ANUFACTURED ARTICLES) MATERIALS AND ' SUPPLIES AS HAVE BEEN MINED OR PRODUCED IN THE UNITED STATES) AND ONLY SUCH MAN- UFACTURED ARTICLES,, MATERIALS AND SUPPLIES, AS HAVE BEEN MANUFACTURED IN THE UNITED STATES) SUBSTANTIALLY ALL FROM ARTICLES) 4ATERIALS AMD SUPPLIES MIMED) PRODUCED OR $O MANUFACTURED AS THE CASE MAY BE) IN THE UNITED STATES) SHALL BE-USED IN THE PER- . ' FORMANCE OF THE CONTRACT IN ACCORDANCE WITH THE.PROVISIONS OF SECTION 4300 TO 4305 OF THE GOVERNMENT CODE. ANY PERSON) FIRM OR CORPORATION WHO FAILS TO COMPLY WITH PROVISIONS OF THIS ACT SHALL NOT BE AWARDED ANY CONTRACT TO WHICH THE ACT APPLIES FOR A PERIOD OF THREE YEARS FROM DATE OF VIOLATION. I 7 -07. REGISTRATION OF CONTRACTORS: BEFORE SUBMITTING BIDS, CONTRACTORS SHALL BE LICENSED IN ACCORDANCE WITH,-THE PROVISIONS OF CHAPTER 9 OF DIVISION III OF THE BUSINESS AND PROFE33IONS CODE. 7-08. PERMITS AND LICENSES: UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL PROCURE ALL PERMITS AND LICENSES, PAY ALL CHARGES AND FEES, AND GIVE ALL NOTICES ' NECESSARY AND INCIDENTAL TO THE DUE AND LAWFUL PROSECUTION OF THE WORK, INCLUDING CITY BUSINESS LICENSE TAX. 7 -09• PATENTS: THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITIES ARISING FROM ' THE USE OF PATENTED MATERIALS, EQUIPMENT DEVICES, OR PROCESSES USED ON, OR INCORPORATED IN THE WORK. ' 7 -10. PUBLIC CONVENIENCE AND SAFETY: THE CONTRACTOR SMALL SO CONDUCT HIS OPER- ATIONS AS TO CAUSE THE LEAST POSSIBLE OBSTRUCTION AND INCONVENIENCE TO PUBLIC TRAFFIC. UNLESS OTHER EXISTING STREETS ARE STIPULATED IN THE SPECIAL PROVISIONS ' TO BE USED AS DETOURS, ALL TRAFFIC SHALL BE PERMITTED TO PASS THROUGH THE WORK. RESIDENTS ALONG ANY CANAL OR STREET SHALL BE PROVIDED PASSAGE AS FAR AS PRACTICABLE. CONVENIENT ACCESS TO DRIVEWAYS, HOUSES. AND BUILDINGS ALONG THE CANAL ' OR STREET SHALL BE MAINTAINED AND TEMPORARY CROSSINGS SHALL BE PROVIDED AND MAIN- TAINED IN GOOD CONDITION. NOT MORE THAN ONE CROSS OR INTERSECTING STREET OR ROAD SHALL BE CLOSED AT ANY ONE TIME WITHOUT THE APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN SUCH FENCES, BARRIERS, LIGHTS, AND SIGNS AS ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC AT ALL TIMES THAT THE ROAD, STREET, OR BUILDING, IS UNDER CONSTRUCTION AND OF ANY DANGEROUS ' CONDITIONS TO BE ENCOUNTERED AS A RESULT THEREOF, AND HE SHALL ALSO ERECT AND MAINTAIN SUCH WARNING AND DIRECTIONAL SIGNS AS MAY BE FURNISHED BY THE CITY. ' 7 -II. RESPONSIBILITY FOR DAMAGE: THE CITY, THE CITY COUNCIL, OR THE ENGINEER SHALL NOT BE ANSWERABLE OR ACCOUNTABLE IN ANY MANNER FOR ANY LOSS OR DAMAGE THAT MAY HAPPEN TO THE WORK OR ANY PART THEREOF; OR FOR ANY MATERIAL OR EQUIPMENT USED ' IN PERFORMING THE WORK; OR FOR INJURY OR DAMAGE TO ANY PERSON OR PERSONS, EITHER WORKMEN OR THE PUBLIC; FOR DAMAGE TO ADJOINING PROPERTY FROM ANY CAUSE WHATSOEVER DURING,THE PROGRESS OF THE WORK OR AT ANY TIME BEFORE FINAL ACCEPTANCE. ' THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE CITY, THE CITY COUNCIL, AND THE ENGINEER FROM ANY SUITS, CLAIMS, OR ACTIONS BROUGHT BY ANY PERSON OR ' PERSONS FOR OR ON ACCOUNT OF ANY INJURIES OR DAMAGES SUSTAINED OR ARISING IN THE CONSTRUCTION OF THE WORK OR -IN CONSEQUENCE THEREOF, THE CITY COUNCIL MAY RETAIN SO MUCH OF THE MONEY DUE THE CONTRACTOR AS SHALL BE CONSIDERED NECESSARY UNTIL DISPOSITION HAS BEEN MADE OF SUCH SUITS OR CLAIMS FOR DAMAGES AS AFORESAID. 7 -12. CONTRACTOR'S RESPONSIBILITY FOR WORK: EXCEPT AS PROVIDED ABOVE, UNTIL THE FORMAL ACCEPTANCE OF THE WORK BY THE CITY COUNCIL, THE CONTRACTOR SHALL HAVE THE CHARGE AND CARE THEREOF AND SHALL BEAR THE RISK OF INJURY OR DAMAGE TO ' ANY PART THEREOF BY THE ACTION OF THE ELEMENTS OR FROM ANY OTHER CAVSE, WHETHER ARISING FROM THE EXECUTION OR FROM THE NON - EXECUTION OF THE WORK. THE CONTRACTOR SHALL REBUILD, RESTORE, AND MAKE GOOD ALL INJURIES OR DAMAGES TO ANY PORTION OF ' THE WORK OCCASIONED BY ANY OF THE ABOVE CAUSES BEFORE FINAL ACCEPTANCE AND SHALL' BEAR THE EXPENSE THEREOF, EXCEPT SUCH INJURIES OR DAMAGES OCCASIONED BY ACTS OF THE FEDERAL GOVERNMENT OR PUBLIC ENEMY. I ' 7 -13. NO PERSONAL LIABILITY; NEITHER THE CITY COUNCIL, THE ENGINES R, NOR ANY .... 1 OTHER OFFICER, AUTHORIZED ASSISTANT, OR AGENT SMALL BE PERSONALLY RESPONSIBLE FOR ANY LIABILITY ARISING UNDER THE CONTRACT- 7-14. RESPONSIBILITY OF CITY: THE CITY SHALL NOT BE HELD RESPONSIBLE FOR THE I CARE, OR PROTECTION OF ANY MATERIAL OR PARTS OF THE WORK PRIOR TO FINAL ACCEPTANCE, ' EXCEPT AS EXPRESSLY PROVIDED IN THESE SPECIFICATIONS.'' 7 -15. WORKMEN'S COMPENSATION, INSURANCE AND SAFETY: IN ALL OPERATIONS CONNECTED WITH THE WORK HEREIN SPECIFIED, THE CONTRACTOR SHALL COMPLY. WITH THE PROVISIONS ' OF DIVISIONS IV AND V OF THE LABOR CODE OF THE STATE OF CALIFORNIA RELATING TO WORKMEN'S COMPENSATION INSURANCE AND SAFETY. THE SUCCESSFUL BIDDER, PREVIOUS TO THE ENTERING OF THE CONTRACT TO DO THE SAID ' WORK, SMALL TAKE OUT AND MAINTAIN IN FULL FORCE AND EFFECT, COMPENSATION INSURANCE WITH AN INSURANCE CARRIER COVERING HIS FULL LIABILITY FOR COMPEMSATION_TO ANY PER- SON, OR THE DEPENDENTS THEREOF, EMPLOYED WHO MAY BE INJURED IN THE CARRYING OUT OF ' SAID CONTRACT- 7-16. INSURANCE- THE CONTRACTOR SHALL TAKE OUT AND MAINTAIN, DURING THE LIFE OF THE CONTRACT, THE FOLLOWING PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE IN WHICH THE CITY SHALL BE NAMED AS AN ADDITIONAL ASSURED, AND SHALL PROTECT. THE CONTRACTOR OR ANY SUBCONTRACTORS PERFORMING WORK COVERED BY THE CONTRACT, AND ALSO THE CITY, FROM CLAIMS FOR PERSONAL INJURY, INCLUDING ACCIDENTAL DEATH, AS WELL AS FROM CLAIMS FOR PERSONAL DAMAGES WHICH MAY ARl SE FROM THE OPERATIONS UNDER THE CONTRACT, WHETHER SUCH OPERATIONS SHALL BE PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTOR, ' OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, AND THE LIMIT OF LIABILITY FOR SUCH INSURANCE SHALL BE AS FOLLOWS- (1) LIMIT OF LIABILITY FOR INJURY OR ACCIDENTAL DEATH: ' ONE PERSON . . . . . . . . . . . . . . . . .$100,000.00 ' ONE ACCIDENT . . . . . . . . . . . . . . . .$300,000.00 (2) LIMIT OF LIABILITY FOR PROPERTY DAMAGE: ONE ACCIDENT. • . .$25,000.00 ' AGGREGATE LIABILITY FOR LOSS • • . . . . . $50,000.00 THE CONTRACTOR SHALL FURNISH THE CITY WITH SATISFACTORY PROOF -OF CARRYING THE INSURANCE REQUIRED BY SUBMITTING A CERTIFICATE OR POLICIES OF INSURANCE TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF THE WORK THIS CONTRACT. UNDER THE POLICIES SHALL BE ENDORSED AS FOLLOWS- "IT IS HEREBY UNDERSTOOD AND AGREED THAT THE POLICY 70 WHICH THIS CERTIFICATE REFERS MAY NOT BE CANCELLED, MATERIALLY CHANGED, NOR THE AMOUNT OF COVERAGE THEREOF REDUCED NOR THE POLICY ALLOWED TO LAPSE UNTIL 10 DAYS AFTER RECEIPT ' BY THE CITY CLERK OF THE iITY OF NEWPORT BEACH, CITY HALL, NEWPORT BEACH, CALIFORNIA, OF A REGISTERED WRITTEN NOTICE OF SUCH CANCELLATION OR RE- ' DUCTION IN COVERAGE." NOTHING HEREIN CONTAINED SHALL BE CONSTRUED AS LIMITING IN ANY WAY THE EXTENT TO WHICH THE CONTRACTOR MAY BE HELD RESPONSIBLE FOR PAYMENT OF DAMAGES TO PERSONS 1OR PROPERTY RESULTING FROM HIS OPERATIONS OR THE OPERATIONS OF ANY SUBCONTRACTORS UNDER HIM. I ' 7 -20. RIGHT OF WAY% THE RIGHT OF WAY FOR THE WORK TO BE CONSTRUCTED WILL BE PRO- VIDED BY THE CITY. THE CONTRACTOR WILL MAKE HIS OWN ARRAMGEMENTS, AND PAY ALL EXPENSES FOR ADDITIONAL AREA REQUIRED BY HIM OUTSIDE OF THE LIMITS OF RIGHT OF WAY, ' UNLESS OTHERWISE PROVIDED IN SPECIAL PROVISIONS. 1 1 7 -17.. PRESERVATION OF PROPERTY: DUE CARE SMALL BE EXERCISED TO AVOID DAMAGE OR 1 INJURY TO LAWNS, TREES AND SHRUBBERY, POLE LINES, FENCES, SIGNS, SURVEY MARKERS AND MONUMENTS, BUILDINGS.AND STRUCTURES, CONDUITS, PIPE LINES UNDER OR ABOVE GROUND, SEWER AND WATER LINES AND ANY OTHER IMPROVEMENTS OR FACILITIES WITHIN OR ' ADJACENT TO THE WORK. UNLESS OTHERWISE SPECIFIED, FULL COMPENSATION FOR FURNISHING ALL LABOR, ' MATERIALS, TOOLS AND EQUIPMENT AND DOING ALL WORK INVOLVED IN PROTECTING, RESTORING OR REPAIRING DAMAGE TO PROPERTY AS ABOVE SPECIFIED, SHALL BE CONSIDERED AS INCLUDED IN THE PRICES PAID FOR THE VARIOUS CONTRACT ITEMS OF WORK AND NO ADDITIONAL CONPEN- SATION WILL BE MADE THEREFOR. ALL RESTORATIONS AND REPAIRS SHALL MEET THE APPROVAL OF THE ENGINEER. 7 -18. COOPERATION WITH OTHERS% THE CONTRACTOR SHALL COOPERATE WITH OTHERS IN THE ' PROSECUTION OF ALL WORK AND SHALL NOT INTERFERE WITH MATERIAL, TOOLS OR WORKMEN OF THE CITY OR ANY OTHER CONTRACTOR ENGAGED BY THE CITY AT THE SITE OF THE WORK. ' ALL CONTRACTORS ENGAGED IN WORK AT THE SITE SMALL HAVE, INSOFAR AS PRACTIC- ABLE EQUAL USE OF THE PREMISES AHD FACILITIES. IN CASE OF DISAGREEMENT REGARDING SUCH USE, THE MATTER SHALL BE REFERRED TO THE ENGINEER, WHOSE DECISION RELATIVE ' TO SAID USE SHALL GOVERN. 7 -19. DUST CONTROL. THE CONTRACTOR SMALL FURNISH, MAINTAIN AND USE SUCH DUST- ' LAYING EQUIPMENT AS MAY BE NECESSARY TO PROTECT ADJACENT PROPERTY- FROM NUISANCE CAUSED BY DUST FROM ANY OF THE OPERATIONS OF THE CONTRACTOR AND HE SHALL BE LIABLE FOR ANY DAMAGE CAUSED BY SAID DUST DUE TO NEGLIGENCE IN THE USE OF SAID DUST -CON- TROLLING EQUIPMENT. FAILURE ON THE PART OF THE CONTRACTOR TO CONTROL DUST FROM HIS ' OPERATIONS SHALL BE CAUSE FOR STOPPING SAID WORK UNTIL DUST IS CONTROLLED AND ANY EXPENSE CAUSED BY SUCH DELAY SHALL BE BORNE BY THE CONTRACTOR. ' 7 -20. RIGHT OF WAY% THE RIGHT OF WAY FOR THE WORK TO BE CONSTRUCTED WILL BE PRO- VIDED BY THE CITY. THE CONTRACTOR WILL MAKE HIS OWN ARRAMGEMENTS, AND PAY ALL EXPENSES FOR ADDITIONAL AREA REQUIRED BY HIM OUTSIDE OF THE LIMITS OF RIGHT OF WAY, ' UNLESS OTHERWISE PROVIDED IN SPECIAL PROVISIONS. 1 1 [1 ' SECTION 8 ' PROSECLMSON:AND PROGRESS. 8 -01. SUBCONTRACTING: THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR THE PROSECUTION OF THE WORK AND SHALL GIVE..HIS PERSONAL ATTENTION TO THE FUL- FILLMENT OF THE CONTRACT. ' SUBCONTRACTORS WILL NOT BE RECOGNIZED AS SUCH AND ALL PERSONS ENGAGED IN THE WORK SHALL BE CONSIDERED AS EMPLOYEES OF THE CONTRACTOR, AND THEIR WORK SHALL BE SUBJECT TO ALL PROVISIONS OF THE CONTRACT AND THESE SPECIFI- CATIONS. SHOULD A SUBCONTRACTOR FAIL TO PROSECUTE THE WORK IN COMPLIANCE WITH THESE SPECIFICATIONS HE MAY, UPON WRITTEN REQUEST TO THE CONTRACTOR BY THE ENGINEER, BE REMOVED AND SHALL NOT AGAIN BE EMPLOYED ON THE WORK. ' NO SUBCONTRACTOR, EXCEPT WHOSE NAMES WERE SUBMITTED WITH THE PROPOSAL, WILL BE PERMITTED TO PERFORM ANY PART OF THE WORK UNLESS BY SPECIAL PER- MISSION IN WRITING FROM THE ENGINEER. THE CONTRACTOR, AFTER ANY VIOLATION OF THE ABOVE SHALL BE PENALIZED 20 PERCENT OF THE AMOUNT OF THE SUBCONTRACT INVOLVED. 8 -02. ASSIGNMENT: THE PERFORMANCE OF THE CONTRACT SHALL NOT BE ASSIGNED EXCEPT UPON WRITTEN CONSENT OF THE CITY COUNCIL. CONSENT WILL NOT BE GIVEN TO ANY PROPOSED ASSIGNMENT WHICH WOULD RELIEVE THE CONTRACTOR OR HIS SURETY OF THEIR RESPONSIBILITIES UNDER THE CONTRACT. THIS PARAGRAPH DOES NOT APPLY TO THE ASSIGNMENT OF A STATE IMPROVEMENT ACT CONTRACT WHEN SUCH ASSIGNMENT IS MADE TO SECURE ANY LOAN OR LOANS. 8 -03. BEGINNING OF WORK: UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL BEGIN WORK WITHIN 15 DAYS AFTER RECEIVING NOTICE THAT THE CONTRACT HAS BEEN EXECUTED BY THE CITY, AND SHALL DILIGENTLY PROSECUTE THE SAME TO COMPLETION ' WITHIN THE TIME LIMIT SET FORTH - IN THE PROPOSAL OR SPECIAL PROVISIONS. ANY WORK PERFORMED BY THE CONTRACTOR IN ADVANCE OF.THE EXECUTION OF ' THE CONTRACT BY THE CITY SHALL BE CONSIDERED AS HAVING BEEN DONE AT HIS OWN RISK. 8 -04. PROGRESS OF THE WORK: IF RrnUIRED BY THE SPECIAL PROVISIONS OR RE- t QUESTED BY THE ENGINEER, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A PRACTICABLE SCHEDULE SHOWING THE ORDER AND DATES IN WHICH THE CONTRACTOR PROPOSES TO CARRY OUT THE WORK. THE PROGRESS SCHEDULE SHALL BE CONSISTENT, IN ALL RESPECT30 WITH THE TIME REQUIREMENTS OF THE CONTRACT. FAILURE OF THE ENGINEER TO DIRECT THE TIME AND RATE OF PROGRESS OF THE WORK SHALL NOT RELIEVE THE CONTTOR OF HIS OBLIGATION TO COMPLY WITH THE SPECIFICATIONS] AND TO COMPLETE THE WORK WITHIN THE TIME NAMED IN ' THE CONTRACT. 1 ' B-05. TEMPORARY SUSPENSION OF WORK: THE ENGINEER SHALL HAVE THE AUTHORITY TO SUSPEND THE WORK WHOLLY OR IN PART, FOR SUCH PERIOD AS HE MAY DEEM NECES- SARY DUE TO UNSUITABLE WEATHER, OR TO SUCH OTHER CONDITIONS AS ARE CON- SIDERED UNFAVORABLE FOR THE SUITABLE PROSECUTION OF THE WORK, OR FOR SUCH TIME AS HE MAY DEEM NECESSARY, DUE TO THE FAILURE ON THE PART OF THE CON- TRACTOR TO CARRY OUT ORDERS GIVEN, OR TO PERFORM ANY PROVISIONS OF THE WORK. THE CONTRACTOR SHALL IMMEDIATELY OBEY SUCH ORDER OF THE ENGINEER AND SHALL NOT RESUME THE WORK UNTIL ORDERED IN WRITING BY THE ENGINEER. 8 -06. TIME OF COMPLETION AND LIQUIDATED DAMAGES: IT IS AGREED BY THE PARTIES TO THE CONTRACT THAT IN CASE ALL WORK CALLED FOR UNDER THE CONTRACT ' IS NOT COMPLETED BEFORE OR UPON EXPIRATION OF THE TIME LIMITS AS SET FORTH ' IN THESE SPECIFICATIONS, DAMAGE WILL BE SUSTAINED BY THE CITY, AND THAT IT IS AND WILL BE IMPRACTICABLE TIT DETERMINE THE ACTUAL DAMAGE WHICH THE WITH THE CONTR71tC'T, NOTICE THEREOF IN WRITING, WILL BE SERVED UPON HIM, CITY WILL SUSTAIN IN THE EVENT OF AND BY REASON OF SUCH DELAY; AND IT IS AND SHOULD HE NEGLECT OR REFUSE TO PROVIDE MEANS FOR A SATISFACTORY ' THEREFORE AGREED THAT THE CONTRACTOR WILL PAY TO THE CITY THE SUM OF $50 PER DAY FOR EACH AND EVERY DAY'S DELAY BEYOND THE TIME PRESCRIBED ' TO COMPLETE THE WORK; AND THE,ffi!;£ONTRACTOR AGREES TO PAY SUCH LIQUIDATION DAMAGES AS HEREIN PROVIDED, AND IN CASE THE SAME ARE NOT PAID, AGREES THAT THE CITY MAY DEDUCT THE AMOUNT THEREOF FROM ANY MONEY DUE OR THAT MAY BECOME DUE THE CONTRACTOR UNDER THE CONTRACT. ' ITS DULY AUTHORIZED REPRESENTATIVE, MAY TAKE POSSESSION OF ALL OR ANY IT IS FURTHER AGREED THAT IN CASE THE WORK CALLED FOR UNDER THE CON- TRACT IS NOT FINISHED AND COMPLETED IN ALL PARTS AND REQUIREMENTS WITHIN THE TIME SPECIFIED, THE CITY COUNCIL SHALL HAVE THE RIGHT TO EXTEND THE ' TIME FOR COMPLETION OR NOT, AS MAY SEEM BEST TO SERVE THE INTEREST OF THE CITY: AND 'F IT DECIDES TO EXTEND THE TIME LIMIT FOR THE COMPLETION OF THE CONRINOW, IT SHALL FURTHER HAVE.THE RIGHT TO CHARGE TO THE CONTRACTOR, ' HIS HEIRS, ASSIGNS OR SURETIES AND TO DEDUCT PROM THE FINAL PAYMENT FOR THE WORK, ALL OR ANY PART, AS IT MAY DEEM PROPER OF THE ACTUAL COST OF ENGIN- EERING, - INSPECTION SUPERINTENDENCE AND EXPENSES, WHICH ARE DIRECTLY CHARGE- ABLE TO THE CONTRACT, AND WHICH ACCRUE DURING THE PERIOD OF SUCH EXTENSION, ' EXCEPT THAT THE COST OF FINAL SURVEYS AND PREPARATION OF FINAL ESTIMATE SHALL NOT BE INCLUDED IN SUCH CHARGES. THE CONTRACTOR SHALL NOT BE ASSESSED WITH LIQUIDATED DAMAGES NOR THE COST OF ENGINEERING AND INSPECTION DURING ANY DELAY IN THE COMPLETION OF " THE WORK CAUSED BY ACTS OF GOD OR OF THE PUBLIC ENEMY, ACTS OF THE CITY, FIRE, FLOODS, EPIDEMICS, QUARANTINE RESTRICTION, STRIKES, FREIGHT EMBARGOS AND UNUSUALLY SEVERE WEATHER, OR DELAYS OF SUBCONTRACTS DUE TO SUGH CAUSES; PROVIDED THAT THE CONTRACTOR SHALL WITHIN 10 DAYS FROM THE BEGINNk'NG OF ANY SUCH DELAY, NOTIFY THE ENGINEER IN WRI -i ING OF THE CAUSES OF DELAY. THE ENGINEER SHALL ASCERTAIN THE FACTS AND THE EXTENT OF DELAY, AND HIS FINDINGS OF THE FACTS THEREON SHALL BE FINAL AND CONCLUSIVE. 8 -07. SUSPENSION OF CONTRACT: IF AT ANY TIME, IN THE OPINION OF THE CITY COUNCIL, THE CONTRACTOR HAS FAILED TO SUPPLY AN ADEQUATE WORKING FORCE, OR MATERIAL OF PROPER QUALITY, OR HAS FAILED IN OTHER RESPECT TO PROSECUTE ' THE WORK WITH THE DILIGLENCE AND FORCE SPECIFIED AND INTENDED IN AND BY THE TERMS OF THE CONTRACT TO PROVIDE MEANS FOR A SATISFACTORY COMPLIANCE' WITH THE CONTR71tC'T, NOTICE THEREOF IN WRITING, WILL BE SERVED UPON HIM, AND SHOULD HE NEGLECT OR REFUSE TO PROVIDE MEANS FOR A SATISFACTORY ' COMPLIANCE WITH THE CONTRACT, AS DIRECTED BY THE ENGINEER, WITHIN THE TIME SPECIFIED IN SUCH NOTM.EYy -v THE CITY COUNCIL IN ANY SUCH CASE SHALL HAVE THE ' POWER TO SUSPEND THE OPERATION OF THE CONTRACT. UPON RECEIVING NOTICE OF SUCH SUSPENSION, THE CONTRACTOR. SHALL DISCONTINUE SAID WORK, OR SUCH . PARTS OF IT AS THE CITY COUNCIL MAY DESIGNATE. UPON SUCH SUSPENSION, THE CONTRACTOR'S CONTROL SHALL TERMINATE, AND THEREUPON THE CITY COUNCIL OR ' ITS DULY AUTHORIZED REPRESENTATIVE, MAY TAKE POSSESSION OF ALL OR ANY PART OF THE CONTRACTOR'S MATERIALS, TOOLS, EQUIPMENT AND APPLIANCES UPON ' IN THE DETERMINATION OF THE QUESTION OF WHETHER THERE HAS BEEN ANY SUCH NONCOMPLIANCE WITH THE CONTRACT AS TO WARRANT THE SUSPENSION OR ANNULMENT THEREOF) THE DECISION OF THE CITY COUNCIL SMALL BE BINDING ON ALL ' PARTIES TO THE CONTRACT. 1 i 8 -07 Coo* SAID CONTRACT THE PREMISES, AND USE THE SAME FOR THE PURPOSE OF COMPLETING AND HIRE SUCH FORCE AND BUY OR RENT SUCH ADDITIONAL MACHINERYO TOOLS, APPLIANCES, -AND EQUIPMENT) AND BUY SUCH ADDITIONAL MATERIALS AND SUPPLIES, AT THE CONiRACTOR'S EXPENSE AS MAY BE NECESSARY FOR THE PROPER CONDUCT *' OF THE WORK AND FOR THE COMPLETION THEREOF; OR MAY EMPLOY OTHER PARTIES TO CARRY THE CONTRACT TO COMPLETION; EMPLOY THE NECESSARY WORKMENTO SUB- STITUTE OTHER MACHINERY OR MATERIALS AND PURCHASE THE MATERIALS CONTRACTED FOR, IN SUCH A MANNER AS THE CITY COUNCIL MAY DEEM PROPER; OR THE CITY COUNCIL MAY ANNUL AND CANCEL THE CONTRACT AND RELET THE WORK OR ANY PART ' THEREOF. ANY EXCESS OF COST ARISING THEREFROM OVER AND ABOVE THE CONTRACT SURETIES, WHO WILL PRICES WILL BE CHARGED AGAINST THE CONTRACTOR AND HIS BE LIABLE THEREFOR. IN THE EVENT OF SUCH SUSPENSION, ALL MONEY DUE THE CONTRACTOR OR RETAINED UNDER THE TERMS OF THIS CONTRACT SMALL BE FORFEITED ' TO THE CITY; BUT SUCH FORFEITURE WILL NOT RELEASE THE CONTRACTOR OR HIS SURETIES FROM LIABILITY OR FAILURE TO FULFILL THE CONTRACT. THE CONTRACTOR AND HIS SURETIES WILL BE CREDITED WITH THE AMOUNT OF MONEY SO Fe ORFEITED, ' TOWARD ANY EXCESS OF COST OVER AND ABOVE THE CONTRACT PRICE ARISING FROM THE SUSPENSION OF THE OPERATIONS OF THE CONTRACT AND THE COMPLETION OF THE WORK BY THE CITY AS ABOVE PROVIDED) AND THE CONTRACTOR WILL BE SO CREDITED WITH ANY SURPLUS REMAINING AFTER ALL JUST CLAIMS FOR SUCH COMPLETION HAVE BEEN PAID. ' IN THE DETERMINATION OF THE QUESTION OF WHETHER THERE HAS BEEN ANY SUCH NONCOMPLIANCE WITH THE CONTRACT AS TO WARRANT THE SUSPENSION OR ANNULMENT THEREOF) THE DECISION OF THE CITY COUNCIL SMALL BE BINDING ON ALL ' PARTIES TO THE CONTRACT. 1 i 1 1 SECTION 9 I ' MEASUREMENTS AND PAYMENTS ' 9 -01. MEASUREMENT OF QUANTITIES: ALL WORK COMPLETED UNDER THE CONTRACT, ' B. FENCING FENCING WILL BE MEASURED HORIZONTALLY ALONG THE FENCE IN PLACE WITH CLEAR OPENINGS FOR GATES EXCLUDED. OTHER THAN WORK INCLUDED UNDER A LUMP SUM BID PRICE, SHALL BE MEASURED BY ' THE ENGINEER ACCORDING TO UNITED STATES STANDARD MEASURES. A TON SHALL CON- ' SIST OF 2,000 POUNDS AVOIRDUPOIS. SCHEDULED AS A SEPARATE ITEM A. SEWERS AND PIPE CONDUITS BASIS OF CUBIC YARDS, THE CALCULATION OF THE QUANTITY SEWERS WILL BE MEASURED FOR PAYMENT HORIZONTALLY FROM CENTERLINE OF MANHOLE TO CENTERLINE OF MANHOLE, WITH NO DEDUCTION MADE FOR SPACE OC- NEAT LINES OF THE STRUCTURES CUPIED BY MANHOLES ". WYES INSTALLED IN MAIN LINE SEWERS SHALL BE CONSIDERED ' AS INCLUDED IN THE PRICE 810 FOR THE MAIN LINE SEWER. WILL BE CALCULATED WITH SEWER HOUSE CONNECTIONS WILL BE MEASURED HORIZONTALLY ALONG THE ' AXIS OF INSTALLED PIPE. MEASUREMENT WILL BE MADE FROM THE OUTSIDE END OF SPACE OCCUPIED BY REINFORCING THE WYE BELL TO THE UPPER END OF THE HOUSE CONNECTION. ' B. FENCING FENCING WILL BE MEASURED HORIZONTALLY ALONG THE FENCE IN PLACE WITH CLEAR OPENINGS FOR GATES EXCLUDED. 0. REINFORCING STEEL C. CONCRETE ' CALCULATED FOR PAYMENT ON THE BASIS OF THE NUMBER OF EACH TYPE BAR ACTUALLY WHEN CONCRETE IS SCHEDULED AS A SEPARATE ITEM FOR PAYMENT ON THE BASIS OF CUBIC YARDS, THE CALCULATION OF THE QUANTITY OF CONCRETE FOR PAYMENT WILL BE MADE ONLY TO THE NEAT LINES OF THE STRUCTURES AS SHOWN ON THE PLANS. ' THE QUANTITY OF SUCH CONCRETE WILL BE CALCULATED WITH NO DEDUCTIONS MADE FOR ' ROUNDED OR BEVELED EDGES, SPACE OCCUPIED BY REINFORCING STEEL, EXPANSION JOINTS, 'OR'rMETAL: INSERTS. - - ,,, :. 1•rtC- .. 0. REINFORCING STEEL 1 WHEN REINFORCING STEEL IS SCHEDULED AS A SEPARATE ITEM, IT WILL BE ' CALCULATED FOR PAYMENT ON THE BASIS OF THE NUMBER OF EACH TYPE BAR ACTUALLY PLACED IN ACCORDANCE WITH THE DRAWINGS OR BAR SCHEDULES APPROVED BY THE CITY, OR IN ACCORDANCE WITH THE INSTRUCTIONS OF THE ENGINEER. THE WEIGHT WILL BE CALCULATED USING LENGTHS AS SHOWN.ON THE PLANS OR BAR SCHEDULES AND-THE UNIT WEIGHT PER LINEAR FOOT SPECIFIED IN ASTM, A305. STEEL IN LAPS INDICATED ON THE PLANS OR REQUIRED BY THE ENGINEER WILL BE PAID FOR AT THE .CONTRACT UNIT PRICE. PAYMENT WILL BE MADE FOR ONLY ONE LAP OF LONGITUDINAL REINFORCEMENT ' PER EACH 50 FOOT LENGTH OF STRUCTURE. NO PAYMENT WILL BE MADE FOR THE AD- DITIONAL STEEL IN LAPS WHICH ARE AUTHORIZED FOR THE CONVENIENCE OF THE CON- TRACTOR, OR FOR STEEL USED IN CHAIRS, OR ANY OTHER DEVICES FOR SUPPORTING THE REQUIRED REINFORCEMENT. THE COST OF TIE WIRE SHALL BE ABSORBED IN THE UNIT PRICE BID. 1 ' 9 -01. CONTD E. AGGREGATE BASE tWHEN AGGREGATE BASE 15 SCHEDULED IN THE LIST OF BID ITEMS TO BE AND FORCE ACCOUNT WORK SHALL BE ADJUSTED DAILY UPON THE ENGINEER, FURNISHED TO THE CONTRACTOR AND SIGNED PAID FOR ON THE SQUARE FOOT BASIS, THE AREAS FOR PAYMENT WILL BE CALCULATED TO THE DIMENSIONS SHOWN ON THE PLANS OR SPECIFIED, OR AS EXTENDED IN THE FIELD ' BY THE ENGINEER. UNLESS OTHERWISE SPECIFIED, ALL DISTANCES SHALL BE MEASURED ON A HORIZONTAL PLANE. WHEN AGGREGATE BASE IS SCHEDULED IN THE LIST OF BID ITEMS TO BE ' PAID ON A TONNAGE BASIS, THE PAYMENT WILL BE MADE FOR THE ACTUAL TONNAGE INSTALLED. 9 -02. PAYMENT. PAYMENT SHALL BE MADE AT THE LUMP SUM OR UNIT PRICES BID, SAID PAYMENT BEING FULL COMPENSATION FOR FURNISHING ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT AND DOING ALL WORK SHOWN ON THE PLANS OR STIPULATED IN ' THE SPE- CIFICATIONS AND SPECIAL PROVISIONS FOR THAT PARTICULAR ITEM OF WORK. QUANTITIES OF MATERIALS WASTED OR DISPOSED OF IN A MANNER NOT CALLED FOR UNDER THE CONTRACT OR PLACED OUTSIDE THE PAY LINES INDICATED ON THE PLANS OR ' APPROVED BY THE ENGINEER, OR REMAINING ON HAND AFTER COMPLETION OF THE WORK, WILL NOT BE PAID FOR. ' 9 -03. EXTRA AND FORCE ACCOUNT WORK. EXTRA WORK AS HEREINBEFORE DEFINED, WHEN ORDERED AND ACCEPTED, SHALL BE PAID FOR UNDER A WRITTEN WORK ORDER IN ACCORDANCE WITH THE TERMS THEREIN PROVIDED. PAYMENT FOR EXTRA WORK WILL BE MADE AT THE UNIT PRICE OR LUMP SUM PREVIOUSLY AGREED UPON BY THE CONTRACTOR AND THE ' ENGINEER; OR BY FORCE ACCOUNT. ' BF THE WORK IS DONE ON FORCE ACCOUNT, THE CONTRACTOR SHALL RECEIVE THE ACTUAL COST OF ALL MATERIALS FURNISHED BY HIM AS SHOWN BY HIS PAID VOUCHERS, PLUS 15 PERCENT. FOR ALL LABOR, EQUIPMENT AND TEAMS THAT ARE NECESSARY, HE SHALL RECEIVE THE CURRENT PRICES IN THE LOCALITY, WHICH SHALL HAVE BEEN PRE- ' VIOUSLY DETERMINED AND AGREED TO (N WRITING BY THE ENGINEER AND BY THE CON- TRACTOR, PLUS 15 PERCENT; PROVIDED, HOWEVER, THAT THE CITY RESERVES THE RIGHT TO FURNISH SUCH MATERIALS REQUIRED AS IT DEEMS NECESSARY, AND THE CONTRACTOR SHALL HAVE NO CLAIM FOR PROFIT ON THE COST OF SUCH MATERIALS. THE PRICE.PAID t FOR LABOR SHALL INCLUDE ANY COMPENSATION INSURANCE PAID BY THE CONTRACTOR. 9°-04. PROGRESS PAYMENTS. THE CITY SHALL, ONCE IN EACH MONTH, CAUSE ESTIMATES IN WRITING TO BE MADE BY THE ENGINEER OF THE TOTAL AMOUNT OF WORK DONE AND ' THE ACCEPTABLE MATERIALS FURNISHED AND DELIVERED BY THE CONTRACTOR ON GROUND AND NOT USED, TO THE TIME OF SUCH ESTIMATE, AND THE VALUE THEREOF. THE CITY SHALL RETAIN 10 PERCENT OF SUCH ESTIMATED VALUE OF THE WORK DONE AND 50 PERCENT ' OF THE VALUE OF THE MATERIALS SO ESTIMATED TO HAVE BEEN FURNISHED AND DE- LIVERED AND UNUSED AS AFORESAID AS PART SECURITY FOR THE FULFILLMENT OF THE CONTRACT BY THE CONTRACTOR AND SHALL MONTHLY PAY TO THE CONTRACTOR, WHILE 1 I ALL EXTRA WORK SHEETS, PREPARED BY AND FORCE ACCOUNT WORK SHALL BE ADJUSTED DAILY UPON THE ENGINEER, FURNISHED TO THE CONTRACTOR AND SIGNED REPORT BY BOTH PARTIES, WHICH DAILY REPORT SHALL THEREAFTER BE CONSIDERED THE TRUE RECORD OF EXTRA WORK OR FORCE ACCOUNT WORK DONE. 9°-04. PROGRESS PAYMENTS. THE CITY SHALL, ONCE IN EACH MONTH, CAUSE ESTIMATES IN WRITING TO BE MADE BY THE ENGINEER OF THE TOTAL AMOUNT OF WORK DONE AND ' THE ACCEPTABLE MATERIALS FURNISHED AND DELIVERED BY THE CONTRACTOR ON GROUND AND NOT USED, TO THE TIME OF SUCH ESTIMATE, AND THE VALUE THEREOF. THE CITY SHALL RETAIN 10 PERCENT OF SUCH ESTIMATED VALUE OF THE WORK DONE AND 50 PERCENT ' OF THE VALUE OF THE MATERIALS SO ESTIMATED TO HAVE BEEN FURNISHED AND DE- LIVERED AND UNUSED AS AFORESAID AS PART SECURITY FOR THE FULFILLMENT OF THE CONTRACT BY THE CONTRACTOR AND SHALL MONTHLY PAY TO THE CONTRACTOR, WHILE 1 I I u 11 AND THE CONTRACTOR FURTHER AGREES THAT THE PAYMENT OF THE FINAL AMOUNT DUE UNDER THE CONTRACT, AND THE ADJUSTMENT AND PAYMENT FOR ANY WORK DONE IN ACCORDANCE WITH ANY ALTERATIONS OF THE SAME5 SHALL RELEASE THE CITY, THE CITY COUNCIL AND THE ENGINEER FROM ANY AND ALL CLAIMS OR LIABILITY ON ACCOUNT OF WORK PERFORMED UNDER THE CONTRACT OR ANY ALTERATION THEREOF. -06. PAYMENT FOR STATE IMPROVEMENT ACT: PAYMENT FOR WORK ACCOMPLISHED UNDER THE PROVISIONS OF AN APPROVED RESOLUTION OF INTENTION, ESTABLISHING AN ASSESS- MENT OR IMPROVEMENT DISTRICTS SHALL BE MADE AS SPECIFIED ABOVE IN THE FORM OF A SINGLE WARRANT SET FORTH IN THE PARTICULAR STATE IMPROVEMENT ACT STIPULATED IN THE RESOLUTION OF INTENTION. NO EXTRA WORK WILL BE ALLOWED AND NO PAYMENT WILL BE MADE FOR ANY EXTRA WORK PERFORMED UNDER STATE IMPROVEMENT ACTS. i 9 -04. CONTD. CARRYING ON THE WORK,, THE BALANCE NOT RETAINED, AS AFORESAID] AFTER DEDUCT- ING THEREFROM ALL PREVIOUS PAYMENTS AND ALL SUMS TO BE KEPT OR RETAINED UNDER ' THE PROVISIONS OF THE CONTRACT. NO SUCH ESTIMATE OR PAYMENT SHALL BE RE- QUIRED TO BE MADE, WHEN IN THE JUDGMENT OF THE ENGINEER, THE WORK IS NOT PROCEEDING IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTS OR WHEN IN HIS JUDGMENT THE TOTAL VALUE OF THE WORK DONE SINCE THE LAST ESTIMATE AMOUNTS TO LESS THAN 300.00. 9 -05. FINAL PAYMENT: THE ENGINEER SHALL, AFTER THE COMPLETION OF THE CONTRACT ' MAKE A FINAL ESTIMATE OF THE AMOUNT OF WORK DONE THEREUNDER AND THE VALUE OF SUCH WORK, AND THE CITY. SHALL PAY THE ENTIRE SUM SO 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 TO CORRECTION IN THE FINAL ESTIMATE AND PAYMENT. THE FINAL PAYMENT SHALL NOT BE DUE AND PAYABLE UNTIL THE EXPIRATION OF 45 DAYS FROM DATE OF ACCEPTANCE OF THE WORK BY THE CITY ' COUNCIL. ' IT IS MUTUALLY AGREED BETWEEN THE PARTIES TO THE CONTRACT THAT NO CERTIFI- CATE -GIVEN OR PAYMENTS MADE UNDER THE CONTRACTS EXCEPT THE FINAL CERTIFICATE OR FINAL PAYMENT, SHALL BE CONCLUSIVE EVIDENCE OF THE PERFORMANCE OF THE CONTRACT) EITHER WHOLLY OR IN PART) AGAINST ANY CLAIM OF THE CITY AND NO ' - PAYMENT SHALL BE CONSTRUED TO BE AN ACCEPTANCE OF ANY DEFECTIVE WORK OR IMPROPER MATERIALS. u 11 AND THE CONTRACTOR FURTHER AGREES THAT THE PAYMENT OF THE FINAL AMOUNT DUE UNDER THE CONTRACT, AND THE ADJUSTMENT AND PAYMENT FOR ANY WORK DONE IN ACCORDANCE WITH ANY ALTERATIONS OF THE SAME5 SHALL RELEASE THE CITY, THE CITY COUNCIL AND THE ENGINEER FROM ANY AND ALL CLAIMS OR LIABILITY ON ACCOUNT OF WORK PERFORMED UNDER THE CONTRACT OR ANY ALTERATION THEREOF. -06. PAYMENT FOR STATE IMPROVEMENT ACT: PAYMENT FOR WORK ACCOMPLISHED UNDER THE PROVISIONS OF AN APPROVED RESOLUTION OF INTENTION, ESTABLISHING AN ASSESS- MENT OR IMPROVEMENT DISTRICTS SHALL BE MADE AS SPECIFIED ABOVE IN THE FORM OF A SINGLE WARRANT SET FORTH IN THE PARTICULAR STATE IMPROVEMENT ACT STIPULATED IN THE RESOLUTION OF INTENTION. NO EXTRA WORK WILL BE ALLOWED AND NO PAYMENT WILL BE MADE FOR ANY EXTRA WORK PERFORMED UNDER STATE IMPROVEMENT ACTS. i i ' SECTION 10 GRADING AND EARTHWORK I 10 -01. SCOPE: THE WORK COVERED BY THIS SECTION SHALL CONSIST OF PERFORMING ALL OPERATIONS NECESSARY TO EXCAVATE ROADWAYS) PARKWAYS) SLOPES) BENCHES) DITCHES) CHANNELS OR OTHER ITEMS SHOWN ON THE PLANS) AND TO CONSTRUCT EM- BANKMENTS AT THE LOCATIONS AND TO THE ELEVATIONS AND FORM SHOWN ON THE PLANS I AND TO SHAPE AND COMPACT ALL SUBGRADE. UNLESS OTHERWISE PROVIDED IN THE PROPOSAL AS SEPARATE PAY ITEMS) GENERAL SITE PREPARATION) CLEARING AND GRUB - BING) REMOVAL OF EXCESS GRASS AND WEEDS SHALL BE INCLUDED-IN THIS ITEM. THE CONTRACTOR SHALL FURNISH ALL LABOR) MATERIALS) TOOLS) EQUIPMENT, TRANSPORTATION) WATERING) COMPACTING AND ALL INCIDENTAL WORK AND SERVICES REQUIRED FOR THE SATISFACTORY COMPLETION OF THE ABOVE MENTIONED ITEMS IN ACCORDANCE WITH THE PLANS) THESE SPECIFICATIONS AND SPECIAL PROVISIONS. THE APPLICABLE PROVISIONS OF THE STATE STANDARD SPECIFICATIONS FOR GRADING AND EARTHWORK SHALL PREVAIL ON ANY ITEMS NOT SPECIFICALLY COVERED IN THIS SECTION. TRENCH AND STRUCTURE EXCAVATION AND BACKFILL ARE DESCRIBED IN SECTION ' 16 OF THESE SPECIFICATIONS. 10 -02. CLEARING AND GRUBBING: EXCEPT AS OTHERWISE SPECIFIED) ALL TREES) STUMPS) LARGE ROOTS) BURIED LOGS) DECAYED VEGETABLE MATTER) BURIED JUNK PILES) HEAVY GROWTH OF GRASS AND WEEDS AND ALL OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED FROM THE SITE OF THE WORK OR RIGHT -OF -WAY. NONE OF THE ABOVE MATERIALS SHALL BE PERMITTED TO REMAIN IN OR UNDER EMBANKMENT AND FILL AREAS. UNLESS OTHERWISE;SPECIFIED) ALL SHADE TREES AND SHURBBERY SHALL BE PRESERVED) AND SUCH TREES AND SHRUBBERY SHALL BE FULLY PROTECTED BY THE CONTRACTOR AT HIS OWN EXPENSE. 10 -3. REMOVAL AND DISPOSAL OF MATERIAL: EXCEPT AS OTHERWISE SPECIFIED) ALL ' OF THE ABOVE MATERIAL) ALSO ANY EXCESS EXCAVATION) SHALL BE REMOVED FROM THE SITE OF THE WORK AND DEPOSITED AT A LOCATION ACCEPTABLE TO THE ENGINEER. NO BURNING OF ANY MATERIAL WILL BE PERMITTED ON THE SITE) WHICH VIOLATES ANY CITY FIRE) OR COUNTY AIR POLLUTION ORDINANCE. IO -4. EXCAVATION: EXCAVATIONS SHALL CONFORM TO THE LINES) GRADES AND CROSS - SECTIONS SHOWN ON THE PLANS AND NO PAYMENT WILL BE MADE FOR QUANTITIES IN EXCESS OF THOSE SHOWN OR HEREINAFTER SPECIFIED. WHEN SOLID ROCK) SHALE) HARDPAN OR LIKE MATERIALS ARE ENCOUNTERED IN EXCAVATION) IT SHALL BE EXCAVATED NOT LESS THAN 6 INCHES BELOW SUBGRADE AND REPLACED WITH SELECT MATERIAL) APPROVED BY THE ENGINEER. SAID SELECT MATERIAL SHALL BE COMPACTED TO NOT LESS THAN 90 PERCENT STANDARD DENSITY. (WHENEVER IN THESE SPECIFICATIONS REFERENCE IS MADE TO AHE PERCENTAGE OF COMPACTION) IT REFERS TO THE COMPACTION AS DETERMINED BY THE CALIFORNIA IMPACT TEST) 5 LAYER METHOD.) ALL SOFT OR UNSUITABLE MATERIAL THAT WILL NOT READILY COMPACT TO 90 PERCENT SHALL BE REMOVED TO THE DEPTHS SHOWN ON THE PLANS OR ORDERED BY THE ENGINEER AND DISPOSED OF AS DIRECTED BY THE ENGINEER. EXCAVATION IN AREAS NOT SHOWN ON THE PLANS OR AUTHORIZED BY THE I lo-o4. CONTD. ENGINEER SHALL NOT BE PAID FORS AND THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, IF ORDERED BY THE ENGINEER, BACKFILL AND COMPACT UNAUTHORIZED EXCAVATED AREAS TO THE ORIGINAL GROUND ELEVATION, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH WORK. ALL ROCKS OR LUMPS OVER 2z INCHES IN SIZE, WHICH WILL NOT BREAK UP UNDER THE OPERATION OF GRADING EQUIPMENT, SHALL BE REMOVED FROM THE UPPER 3 INCHES OF THE SUBGRADE AND THE RESULTING SPACE REFILLED AND COMPACTED WITH SELECTED MATERIAL APPROVED BY THE ENGINEER. 10 -05• EMBANKMENT: THE WORK CONSISTS OF PLACING, WETTING OR DRYING AND COMPACTING IN EMBANKMENT AND IN FILL AREAS, THE SUITABLE MATERIAL FROM THE EXCAVATION OR IMPORTED BORROW AS SPECIFIED OR APPROVED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE LINES, GRADES AND CROSS - SECTIONS SHOWN ON THE PLANS. PRIOR.TO PLACING EMBANKMENT OR FILL, THE AREA SHALL BE CLEARED OF ALL TREES, STUMPS, LOGS, DECAYED VEGETABLE MATTER, HEAVY GROWTH OF GRASS AND WEEDS OR OTHER OBJECTIONABLE MATERIAL AND SHALL BE DISKED, PLOWED, BENCHED AND/OR COMPACTED AS DIRECTED BY THE ENGINEER, TO INSURE PROPER BONDING AND COMPACTION. NO VEGETABLE MATTER OR PERISHABLE MATERIAL SHALL BE PLACED IN OR UNDER FILLS OR EMBANKMENTS. 10 -06. PLACING EMBANKMENT: EMBANKMENT SHALL BE PLACED IN SUCCESSIVE HORI- ZONTAL LAYERS OF NOT MORE THAN 8 INCHES IN DEPTH, LOOSE. EACH LAYER SHALL BE SPREAD UNIFORMLY, WETTED OR DRIED AS REQUIRED AND ROLLED WITH AN APPROVED TAMPING OR APPROVED POWER ROLLER UNTIL THOROUGHLY COMPACTED TO 90 PERCENT STANDARD DENSITY. WHERE SEWER OR DRAINAGE PIPES ARE TO BE INSTALLED IN NEW EMBANKMENT, THE EMBANKMENT SHALL FIRST BE CONSTRUCTED TO MINIMUM ONE FOOT ABOVE THE PROPOSED TOP OF PIPE, AFTER WHICH THE TRENCH SHALL BE EXCAVATED AND THE PIPE INSTALLED BEFORE THE REMAINDER OF THE EMBANKMENT IS CONSTRUCTED. THE MAXIMUM HEIGHT TO WHICH EMBANKMENT MAY BE PLACED PRIOR TO INSTALLING THE PIPE, MAY BE VARIED DUE TO THE LOCATION AND TYPE OF PIPE AND AS DIRECTED BY THE ENGINEER. I I 10 -07. SUBGRADE PREPARATION: THE SUBGRADE PREPARATION SHALL CONSIST OF CONSTRUCTING A CLASS A SUBGRADE IN ACCORDANCE WITH SECTION 21 OF THE STATE STANDARD SPECIFICATIONS. SUBGRADE IS THAT PORTION OF THE ROADBED ON WHICH CLASS 2 AGGREGATE BASE WILL BE PLACED. ' THE FINISHED SUBGRADE IMMEDIATELY PRIOR TO PLACING CLASS 2 AGGREGATE BASE THEREON SHALL HAVE A RELATIVE COMPACTION OF NOT LESS THAN 95 PERCENT FOR A DEPTH OF 0.5 FEET. THE FINISHED SUBGRADE SHALL NOT VARY MORE ',HAN 0.05 ' FEET ABOVE OR 0.10 FEET BELOW THE PLANNED GRADE. THE SUBGRADE SHALL BE .FREE OF SEGREGATED, MATERIAL, AND SHALL BE SMOOTH AND TRUE TO THE REQUIRED GRADE AND CROSS - SECTION. ' 10 -08. COMPACTION EQUIPMENT AND REQUIREMENTS: EQUIPMENT TO BE USED FOR COM- PACTING EMBANKMENT AND SUBGRADE SHALL CONSIST OF POWER ROLLERS, TAMPING ROLLERS, OR PNEUMATIC ROLLERS OR A COMBINATION OF SAME. ROLLERS SHALL BE OF A TYPE ACCEPTABLE TO THE ENGINEER. I I 1 10 -08. CONTD. 1 AT LOCATIONS. WHERE IT WOULD BE IMPRACTICAL TO USE POWER EQUIPMENT, THE EMBANKMENT AND SUBGRADE SHALL BE COMPACTED TO THE SPECIFIED REQUIREMENTS BY ANY METHOD THAT WILL OBTAIN THE SPECIFIED COMPACTION. 1 10 -09. FINISHING SLOPES AND SURFACES: THE SURFACES OF ALL AREAS OR EARTH AND OTHER MATERIALS SHALL BE FINISHED TO A REASONABLY SMOOTH AND COMPACT SURFACE SUBSTANTIALLY IN ACCORDANCE WITH THE SURFACE LINES AND CROSS- SECTIONS SHOWN, OR THE ELEVATIONS INDICATED ON THE PLANS, OR AS DIRECTED. THE DEGREE OF FIMISH ' FOR GRADING SLOPES SHALL BE THAT ORDINARILY OBTAINABLE FROM EITHER BLADE - GRADER OR SCRAPER OPERATIONS, OR BY HANDSHOVEL OPERATIONS, AS THE CONTRACTOR MAY ELECT, SUBJECT TO THE APPROVAL OF THE ENGINEER. 10 -10. SUBGRADE AND EMBANKMENT PROTECTION: DURING CONSTRUCTION AND UNTIL FINAL ACCEPTANCE OF THE WORK, EXCAVATIONS, EMBANKMENTS AND SUBGRADES SHALL BE KEPT SHAPED AND EFFECTIVELY DRAINED AT ALL TIMES. STORAGE OR STOCK PILING ' OF MATERIALS ON THE SUBGRADE WILL NOT SE PERMITTED. NO BASE COURSE OR AS- PHALT PAVING SHALL BE PLACED UNTIL THE SUBGRADE HAS BEEN CHECKED AND APPROVED ' BY THE ENGINEER. 10 -11. WATERING: UNLESS OTHERWISE SPECIFIED, ALL WATER USED FOR COMPACTING ORIGINAL GROUND, EMBANKMENTS, STRUCTURE AND TRENCH BACKFILLS, SUBGRADE, 1 BASES AND FOR LAYING DUST CAUSED BY GRADING OR TRAFFIC, SHALL BE INCLUDED IN THE PRICE BID FOR SUCH ITEMS, AND SEPARATE PAYMENT SHALL NOT BE ALLOWED FOR WATERING. 1 1 1 1 i 1 F ' SECTION II ' AGGREGATE BASE ' II -01. SCOPE: THE WORK COVERED BY THIS SECTION SHALL CONSIST OF FURNISHING 1 1 ALL PLANTO LABORS MATERIALS) TOOLSO EQUIPMENT, TRANSPORTATION AND ALL IN- CIDENTAL WORK AND SERVICES REQUIRED IN CONSTRUCTING THE AGGREGATE BASE IN ' ACCORDANCE WITH THE PLANS, THESE SPECIFICATIONS AND SPECIAL PROVISIONS. THE APPLICABLE PROVISIONS OF THE STATE STANDARD SPECIFICATIONS FOR AGGREGATE BASE SHALL PREVAIL ON ANY ITEMS NOT SPECIFICALLY COVERED IN THIS SECTION. 11 -02. SUBGRADE: THE SUBGRADE SHALL BE PREPARED AS SPECIFIED IN SECTION 10 ' OF THESE SPECIFICATIONS' BEFORE PLACING THE AGGREGATE BASE. ' II -03. MATERIALS: THE AGGREGATE BASE SHALL CONFORM TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS. THE AGGREGATE FURNISHED SHALL BE CLASS 2 AND SHALL CONFORM TO THE I2 INCH MAXIMUM GRADING. THE AGGREGATE BASE SHALL BE FREE FROM VEGETABLE MATTER AND OTHER DELETERIOUS SUBSTANCES AND SHALL BE OF SUCH NATURE THAT IT CAN BE COMPACTED READILY UNDER WATERING AND ROLLING TO FORM A FIRMo STABLE BASE. ' II -04. PLACING AGGREGATE BASE: THE AGGREGATE BASE SHALL BE SPREAD WITH EQUIPMENT THAT WILL PROVIDE A UNIFORM LAYER CONFORMING TO THE PLAN SECTION ' BOTH TRANSVERSELY AND LONGITUDINALLY WITHIN THE THICKNESS TOLERANCE SPECIFIED HEREAFTER, WITHOUT RECOURSE TO DRIFTING, SPOTTING OR OTHERWISE SHIFTING THE MATERIALo OR WHICH DOES NOT OTHERWISE CAUSE SEGREGATION OF THE MATERIAL. THE RELATIVE COMPACTION OF EACH LAYER OF COMPACTED BASE MATERIAL SHALL t NOT BE LESS THAN 95 PERCENT. THE FINISHED BASE SHALL NOT VARY MORE THAN 0.05 OF-A FOOT ABOVE OR BELOW THE PLANNED GRADE AT ANY POINT. BASE MATERIAL WHICH DOES NOT CONFORM TO THE ABOVE REQUIREMENTS SHALL BE RESHAPED OR REWORKED WATERED AND THOROUGHLY RECOMPACTED TO CONFORM TO THE SPECIFIED REQUIREMENTS. '. 1 1 SECTION 12 ASPHALT PAVING 12 -01. SCOPE: THE WORK COVERED BY THIS SECTION SHALL CONSIST OF FURNISHING ALL PLANTS LABOR, MATERIALS, TOOLS, EQUIPMENT TRANSPORTATION AND ALL IN- CIDENTAL WORK AND SERVICES REQUIRED IN CONSTRUCTING THE COMPLETED ASPHALT PAVING IN ACCORDANCE WITH THE PLANS, THESE SPECIFICATIONS AND SPECIAL PRO- VISIONS- THE APPLICABLE PROVISIONS OF THE STATE STANDARD SPECIFICATIONS SHALL PREVAIL ON ANY ITEMS NOT SPECIFICALLY COVERED IN THIS SECTION. 12 -02. BASE: THE BASE SHALL BE PREPARED AS SPECIFIED IN SECTION 11 OF THESE SPECIFICATIONS BEFORE PLACING THE PRIME COAT AND ASPHALT PAVING. ' 12 -03. PRIME COAT: AT LEAST 24 HOURS IN ADVANCE OF PLACING THE ASPHALT LI LIQUID ASPHALT SHALL NOT BE APPLIED WHEN THE BASE IS APPRECIABLY DAMP OR WHEN THE ATMOSPHERIC TEMPERATURE IS BELOW 50o F. THE EXACT RATES OF APPLICATION WILL BE DETERMINED BY THE ENGINEER- I2 -04. PAINT BINDER: PRIOR TO PLACING ASPHALT CONCRETE ON AN EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE THOROUGHLY CLEANED OF ALL DUST OR OTHER MATERIAL THAT COULD PREVENT THE ADHERENCE OF THE PAINT BINDER. IF NECESSARY, POWER SWEEPINGS SUPPLEMENTED WITH HAND GROOMING AND COMPRESSED AIR, WILL BE REQUIRED. IMMEDIATELY IN ADVANCE OF PLACING THE ASPHALT CONCRETE, PAINT BINDER SHALL BE APPLIED TO THE EXISTING SURFACE AT A RATE OF 0.05 GALLON TO 0.10 GALLON PER SQUARE YARD. THE EXACT RATE OF APPLICATION WILL BE DETERMINED BY THE ENGINEER. PAINT BINDER SHALL CONSIST OF PENETRATION TYPE ASPHALTIC EMULSION. AFTER APPLICATION OF THE PAINT BINDER, ALL POOLS OR UNEVENLY DISTRIBUTED AREAS SHALL BE REDISTRIBUTED BY MEANS OF HAND BROOMS- IN ADVANCE OF PAVING, ADDITIONAL PAINT BINDER SHALL BE APPLIED, AS DIRECTED BY ENGINEERS TO AREAS WHERE THE BINDER HAS BEEN DESTROYED AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SUCH WORK. 12 -05. ASPHALT CONCRETE: THE ASPHALT CONCRETE SHALL CONFORM TO SECTION 39 OF THE STATE STANDARD SPECIFICATIONS. UNLESS OTHERWISE SPECIFIED THE ASPHALT CONCRETE SHALL BE TYPE B, THE MINERAL AGGREGATE SHALL BE I INCH MAXIMUM - MEDIUMS AND THE ASPHALT BINDER SHALL BE 55 -100 GRADE PAVING ASPHALT. 12 -06. PLACING ASPHALT CONCRETE: IMMEDIATELY IN ADVANCE OF PLACING ASPHALT CONCRETE, ADDITIONAL PRIME COAT OR PAINT BINDER SHALL BE APPLIED AS DIRECTED BY THE ENGINEER TO AREAS WHERE THE PRIME COAT OR PAINT BINDER HAS BEEN DESTROYED- CONCRETE SURFACING OVER THE AGGREGATE BASE) THE BASE SHALL BE PRIMED WITH MC -I OR SC-1 LIQUID ±ASPHALT SPREAD AT.A RATE OF APPROXIMATELY 0.25 GALLONS ' PER SQUARE YARD- A PAINT BINDER OF ASPHALTIC EMULSION SHALL BE APPLIED TO ALL VERTICAL ' EDGES AND EXISTING ASPHALTIC PAVEMENTS AT A RATE OF FROM 0.02 GALLONS TO.0.10 GALLONS SQUARE YARD OF SURFACE COVERED. LI LIQUID ASPHALT SHALL NOT BE APPLIED WHEN THE BASE IS APPRECIABLY DAMP OR WHEN THE ATMOSPHERIC TEMPERATURE IS BELOW 50o F. THE EXACT RATES OF APPLICATION WILL BE DETERMINED BY THE ENGINEER- I2 -04. PAINT BINDER: PRIOR TO PLACING ASPHALT CONCRETE ON AN EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE THOROUGHLY CLEANED OF ALL DUST OR OTHER MATERIAL THAT COULD PREVENT THE ADHERENCE OF THE PAINT BINDER. IF NECESSARY, POWER SWEEPINGS SUPPLEMENTED WITH HAND GROOMING AND COMPRESSED AIR, WILL BE REQUIRED. IMMEDIATELY IN ADVANCE OF PLACING THE ASPHALT CONCRETE, PAINT BINDER SHALL BE APPLIED TO THE EXISTING SURFACE AT A RATE OF 0.05 GALLON TO 0.10 GALLON PER SQUARE YARD. THE EXACT RATE OF APPLICATION WILL BE DETERMINED BY THE ENGINEER. PAINT BINDER SHALL CONSIST OF PENETRATION TYPE ASPHALTIC EMULSION. AFTER APPLICATION OF THE PAINT BINDER, ALL POOLS OR UNEVENLY DISTRIBUTED AREAS SHALL BE REDISTRIBUTED BY MEANS OF HAND BROOMS- IN ADVANCE OF PAVING, ADDITIONAL PAINT BINDER SHALL BE APPLIED, AS DIRECTED BY ENGINEERS TO AREAS WHERE THE BINDER HAS BEEN DESTROYED AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SUCH WORK. 12 -05. ASPHALT CONCRETE: THE ASPHALT CONCRETE SHALL CONFORM TO SECTION 39 OF THE STATE STANDARD SPECIFICATIONS. UNLESS OTHERWISE SPECIFIED THE ASPHALT CONCRETE SHALL BE TYPE B, THE MINERAL AGGREGATE SHALL BE I INCH MAXIMUM - MEDIUMS AND THE ASPHALT BINDER SHALL BE 55 -100 GRADE PAVING ASPHALT. 12 -06. PLACING ASPHALT CONCRETE: IMMEDIATELY IN ADVANCE OF PLACING ASPHALT CONCRETE, ADDITIONAL PRIME COAT OR PAINT BINDER SHALL BE APPLIED AS DIRECTED BY THE ENGINEER TO AREAS WHERE THE PRIME COAT OR PAINT BINDER HAS BEEN DESTROYED- ' DURING ROLLING OPERATIONS, WHEN DIRECTED BY THE ENGINEER) THE ASPHALT CONCRETE SHALL BE COOLED BY APPLYING WATER. 12 -06. CONTO ' ASPHALT CONCRETE SHALL BE SPREAD AT A TEMPERATURE OF NOT LESS THAN 2250 F. AND ALL INITIAL ROLLING OR TAMPING SHALL BE PERFORMED WHEN THE ' TEMPERATURE OF THE MIXTURE IS SUCH THAT THE SUM OF THE AIR TEMPERATURE PLUS THE TEMPERATURE OF THE MIXTURE IS BETWEEN 3000 F. AND 3750 F. IF THE TEMPERATURE OF ANY MIXTURE LEAVING THE PLANT DROPS MORE THAN ' 200 F. BETWEEN THE TIME OF LEAVING THE PLANT AND PLACING ON THE ROADS THE CONTRACTOR SHALL FURNISH AND USE TARPAULINS TO COVER THE LOADS. ' ASPHALT CONCRETE SHALL BE SPREAD AND COMPACTED IN LAYERS NOT TO EXCEED 0.17 FEET IN COMPACTED THICKNESS. ' UNLESS OTHERWISE SPECIFIED, ALL ASPHALT PAVING, EXCEPT LEVELING COURSES, SHALL BE SPREAD WITH AN ASPHALT PAVER. ASPHALT PAVERS SHALL BE OPERATED IN SUCH A MANNER AS TO ASSURE CONTINUOUS AND UNIFORM MOVEMENT OF THE PAVER. 12 -07. ROLLING ASPHALT CONCRETE: INITIAL OR BREAKDOWN ROLLING SHALL CONSIST OF ONE COMPLETE COVERAGE OF THE ASPHALT MIXTURE AND SHALL BE PERFORMED WITH A TANDEM OR 3 -WHEEL ROLLER. SUCH ROLLERS SHALL WEIGH NOT LESS THAN 12 TONS. ' ROLLING SHALL COMMENCE AT THE LOWER EDGE AND SHALL PROGRESS TOWARD THE HIGHEST PORTION. UNDER NO CIRCUMSTANCES SHALL THE CENTER BE ROLLED FIRST. ' ROLLING SHALL BE PERFORMED WITH THE DRIVE WHEEL OF THE TANDEM ROLLER FORWARD WITH RESPECT TO THE DIRECTION OF THE SPREADING OPERATIONS, UNLESS OTHERWISE PERMITTED. THE INITIAL OR BREAKDOWN ROLLING SHALL BE FOLLOWED BY ADDITIONAL ROLLING CONSISTING OF THREE COMPLETE COVERAGES WITH A PNEUMATIC -TIRED ROLLER OR TANDEM ROLLER WHILE THE TEMPERATURE OF THE MIXTURE IS AT OR ABOVE 1500 F. ' THE FINAL ROLLING OF THE UPPERMOST LAYER OF ASPHALT CONCRETE SHALL BE PERFORMED WITH AN S TON 2 -AXLE TANDEM ROLLER. ! ROLLING SHALL BE PERFORMED IN SUCH A MANNER THAT CRACKING, SHOVING OR DISPLACEMENT WILL BE AVOIDED. ' THE COMPLETED SURFACING SHALL BE THOROUGHLY COMPACTED SMOOTH, AND TRUE TO GRADE AND CROSS - SECTION, AND FREE FROM RUTS, HUMPS, DEPRESSIONS, OR IRREGULARITIES. WHEN A STRAIGHT EDGE (0 FEET LONG IS LAID ON THE FINISHED ' SURFACE ANO PARALLEL WITH THE CENTERLINE OF THE HIGHWAY, THE SURFACE SHALL NOT VARY MORE THAN 0.01 FEET FROM THE LOWER EDGE OF THE STRAIGHT EDGE. ANY RIDGES) INDENTATIONS OR OTHER OBJECTIONABLE MARKS LEFT IN THE SUR- ' FACE OF ASPHALT CONCRETE BY SLADING OR OTHER EQUIPMENT SHALL BE ELIMINATED EITHER BY ROLLING OR OTHER MEANS. THE USE OF ANY EQUIPMENT THAT LEAVES RIDGES INDENTATIONS, OR OTHER OBJECTIONABLE MARKS IN THE ASPHALT CONCRETE ' SHALL BE DISCONTINUED AND OTHER ACCEPTABLE EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR. ' DURING ROLLING OPERATIONS, WHEN DIRECTED BY THE ENGINEER) THE ASPHALT CONCRETE SHALL BE COOLED BY APPLYING WATER. 1 1 1 1 1 12 -08. HEADERS: WHENEVER THE PAVEMENT DOES NOT TERMINATE AGAINST A CURB ' GUTTER OR OTHER IMPROVEMENT OF A SUBSTANTIAL NATURE, THE CONTRACTOR SHALL PROVIDE AND LAY UPON THE LINE OF SAID TERMINATION A 2 X 4 INCH REDWOOD HEADER HELD IN PLACE BY 2 X 4 INCH STAKES, NOT LESS THAN 12 INCHES LONG. SAID ' HEADERS AND STAKES SHALL REMAIN IN PLACE AFTER THE COMPLETION OF THE WORK AND SHALL NOT BE REMOVED BY THE CONTRACTOR. ' 12 -09. MANHOLE AND VALVE BOX COVERS: UNLESS OTHERWISE SPECIFIED, THE PAVING CONTRACTOR WILL BE REQUIRED TO ADJUST ALL MANHOLES VALVE BOX, CLEAN -OUT AND MONUMENT COVERS TO FINISHED GRADE, AND THE COST SHALL BE INCLUDED IN THE PRICE ' BID FOR THE PAVING IN PLACE. p ALL COVERS SHALL BE SET 1/8 INCH BELOW FINISHED STREET GRADE. THE PAVE- MENT AROUND THE COVER SHALL BE NEATLY AND SYMMETRICALLY TRIMMED AND REPLACED WITH A MINIMUM COMPACTED THICKNESS OF 1 INCH GREATER THAN THE EXISTING PAVEMENT THICKNESS. BASE MATERIAL SHALL BE REPLACED IN KIND AND COMPACTED BEFORE PLACING THE PAVEMENT REPLACEMENT. ALL PATCHING WORK SHALL BE DONE SO AS TO INSURE AGAINST ANY SUBSEQUENT SETTLEMENT AND TO LEAVE A PATCH THAT ' IS CLEAN, UNIFORM, AND NEAT IN APPEARANCE. 1 1 1 1 1 I SECTION 13 tPORTLAND CEMENT CONCRETE ' (2) WATER: WATER FOR WASHING AGGREGATES FOR MIXING WITH CONCRETE,SHALL BE FREE FROM OIL AND OF DOMESTIC ' QUALITY. WATER FOR CURING .CONCRETE SHALL NOT CONTAIN IM- PURITIES IN SUFFICIENT AMOUNT TO CAUSE DISCOLORATION. ' OF THE CONCRETE OR PRODUCE ETCHING OF THE SURFACE AND SHALL BE OF DOMESTIC QUALITY. ' (3) COARSE AGGREGATE: COARSE AGGREGATE SHALL CONSIST OF GRAVEL, CRUSHED GRAVEL, CRUSHED ROCK, OR COMBINATIONS THEREOF. IT SHALL BE FREE FROM DELETERIOUS COATINGS ROOTS, BARK, STICKS, RAGS AND OTHER EXTRANEOUS MATERIAL. REGARDLESS OF SOURCE, ALL COARSE AGGREGATE SHALL BE THOROUGHLY AND UNIFORMLY WASHED BEFORE DELIVERY ON THE WORK. 1 13 -01. DESCRIPTION: PORTLAND CEMENT CONCRETE SHALL BE COMPOSED OF PORTLAND ' CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER, PROPORTIONED AND MIXED ALL IN ACCORDANCE WITH SECTION 90 OF THE STATE STANDARD SPECIFICATIONS AND AS HEREIN SPECIFIED. CLASS A CONCRETE SHALL CONTAIN 564 LBS. (6 SACKS) OF PORTLAND CEMENT PER CU. YD. CLASS B CONCRETE SHALL CONTAIN 475 LBS. (5 SACKS) OF PORTLAND CEMENT PER CU. YD. ' CLASS C CONCRETE SHALL CONTAIN 376 LBS. (4 SACKS) OF PORTLAND CEMENT PER CU. YD. ' CLASS D CONCRETE SHALL CONTAIN 658 LBS. (7 SACKS) OF PORTLAND CEMENT PER CU. YD. ' SHOULD THE QUANTITIES OF INGREDIENTS DESIGNED TO PRODUCE A CUBIC YAPO OF CONCRETE RESULT IN A YIELD GREATER OR LESS THAN ONE CUBIC YARD, THE AMOUNTS OF FINE AND COARSE AGGREGATE SHALL BE CHANGED AS NECESSARY TO MAINTAIN THE ' CONSTANT QUANTITY OF PORTLAND CEMENT IN EACH CUBIC YARD OF CONCRETE. 13 -02. MATERIALS: THE MATERIALS FOR MANUFACTURING PORTLAND CEMENT CONCRETE SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ' (1) PORTLAND CEMENT: PORTLAND CEMENT, INCLUDING PORTLAND CEMENT USED IN PRECAST PRODUCTS, SHALL BE TYPE 11 CEMENT. ALL CEMENT USED IN THE MANUFACTURE OF CON- CRETE FOR EXPOSED SURFACES OF A STRUCTURE SHALL BE OF THE SAME BRAND. ' (2) WATER: WATER FOR WASHING AGGREGATES FOR MIXING WITH CONCRETE,SHALL BE FREE FROM OIL AND OF DOMESTIC ' QUALITY. WATER FOR CURING .CONCRETE SHALL NOT CONTAIN IM- PURITIES IN SUFFICIENT AMOUNT TO CAUSE DISCOLORATION. ' OF THE CONCRETE OR PRODUCE ETCHING OF THE SURFACE AND SHALL BE OF DOMESTIC QUALITY. ' (3) COARSE AGGREGATE: COARSE AGGREGATE SHALL CONSIST OF GRAVEL, CRUSHED GRAVEL, CRUSHED ROCK, OR COMBINATIONS THEREOF. IT SHALL BE FREE FROM DELETERIOUS COATINGS ROOTS, BARK, STICKS, RAGS AND OTHER EXTRANEOUS MATERIAL. REGARDLESS OF SOURCE, ALL COARSE AGGREGATE SHALL BE THOROUGHLY AND UNIFORMLY WASHED BEFORE DELIVERY ON THE WORK. 1 I 1 1 1 1 %. t 13 -02. CONTO (4) FINE AGGREGATE: FINE AGGREGATE SHALL BE NATURAL SAND OR A COMBINATION OF NATURAL AND MANUFACTURED SAND. FINE AGGREGATE SHALL BE COMPOSED OF NOT LESS THAN 50 PERCENT NATURAL SAND. IT SHALL BE FREE FROM DELETERIOUS COATINGS ROOTS' BARK, STICKS RAGS AND OTHER EXTRANEOUS MATERIAL. REGARDLESS OF SOURCE, ALL FINE AGGREGATE SHALL BE THOROUGHLY AND UNIFORMLY WASHED BEFORE DELIVERY ON THE WORK. 13 -03. BATCH PROPORTIONS: WHETHER OR NOT COARSE AGGREGATES HAVE BEEN FINISHED SCREENED, FINE AGGREGATE AND THE PRIMARY SIZES OF COARSE AGGREGATE IN EACH BATCH OF CONCRETE SHALL BE COMBINED IN PROPORTIONS THAT WILL PRODUCE A MIX- TURE WITHIN THE GRADING LIMITS AS DETERMINED BY TEST METHOD NO. CALIF. 202 FOR COMBINED AGGREGATE SIZES AS SPECIFIED BELOW BUT WITHIN THIS LIMITATION THE RELATIVE PROPORTION ZHALL BE AS ORDERED BY THE ENGINEER. GRADING LIMITS OF COMBINED AGGREGATES SIEVE SIZE 3" -- - - - - - - - - - - 2j -- - - - - - - - - - - - - 211 - - - - - - - - - - - - 1121, - - - - - - - - - - - - I" - - - - - - - - - - - - 3/4"------------ 3/81, - - - - - - - - - - - No. 8 - - - - - - - - - - - - No, 16 - - - - - - - - - - - No. 30 - - - - - - - - - - - No. 50 - - - - - - - - - - - No. 100 - - - - - - - - - - No. 200 - - - - - - - - - - PERCENTAGE PASSING SIEVES 2 'MAX. I "MAX. 3 MAX. THE COMBINED AGGREGATE SIZE USED IN THE WORK SHALL BE THE 1j" MAX. SIZE FOR CURBSO GUTTERS, SIDEWALKS AND CROSS - GUTTERS. THE 21" MAX. SIZE SHALL BE USED IN STRUCTURES EXCEPT WHEN THE THICKNESS OF THE MEMBER IS TOO SMALL, OR THE SPACING OF REINFORCEMENT IS TOO CLOSE TO PERMIT PROPER PLACEMENT AND CON- SOLIDATION. THE 3/4" MAX. SIZE SHALL BE USED ONLY UPON WRITTEN PERMISSION OF THE ENGINEER. CHANGES FROM ONE SIZE TO ANOTHER SHALL NOT BE MADE DURING THE PROGRESS OF THE WORK UNLESS' PERMITTEC BY THE ENGINEER. 13 -04. READY -MIXED CONCRETE: READY -MIXED CONCRETE SHALL BE MIXED AND DELIVERED TO THE SITE OF THE WORK IN TRUCKS SPECIFICALLY DESIGNED FOR THE PURPOSE. EACH MIXER AND AGITATOR SHALL HAVE ATTACHED THERETO IN A PROMINENT PLACE A METAL PLATE OR PLATES ON WHICH IS PLAINLY MARKED THE VARIOUS USES FOR WHICH THE F.QUIPMEN,T IS DESIGNED, THE MANUFACTURER'S GUARANTEED CAPACITY OF THE DRUM OR CONTAINER IN TERMS OF THE VOLUME OF MIXED CONCRETE AND THE SPEED OF RO- TATION OF THE MIXING DRUM OR BLADE, TRUCK MIXERS SHALL BE EQUIPPED WITH ELECTRICALLY ACTUATED COUNTERS BY WHICH THE NUMBER OF REVOLUTIONS OF THE DRUM 100 - - - - - - 95 -100 - - 880- 9955 loo 1 - - - 65- 87 90 -I00 - - - 550- 75 550- 86 100 45- 66 45- 775 60 45 3880 45 -100 4o- 6o 3880 - - 23- 35 23- 35 30- 45 17- 27 17- 27 20- 35 10- 17 10- 17 13- 23 4- 9 4- 9 5- 15 1- 3 1- 3 1- 5 0- 2 0- 2 0- 2 THE COMBINED AGGREGATE SIZE USED IN THE WORK SHALL BE THE 1j" MAX. SIZE FOR CURBSO GUTTERS, SIDEWALKS AND CROSS - GUTTERS. THE 21" MAX. SIZE SHALL BE USED IN STRUCTURES EXCEPT WHEN THE THICKNESS OF THE MEMBER IS TOO SMALL, OR THE SPACING OF REINFORCEMENT IS TOO CLOSE TO PERMIT PROPER PLACEMENT AND CON- SOLIDATION. THE 3/4" MAX. SIZE SHALL BE USED ONLY UPON WRITTEN PERMISSION OF THE ENGINEER. CHANGES FROM ONE SIZE TO ANOTHER SHALL NOT BE MADE DURING THE PROGRESS OF THE WORK UNLESS' PERMITTEC BY THE ENGINEER. 13 -04. READY -MIXED CONCRETE: READY -MIXED CONCRETE SHALL BE MIXED AND DELIVERED TO THE SITE OF THE WORK IN TRUCKS SPECIFICALLY DESIGNED FOR THE PURPOSE. EACH MIXER AND AGITATOR SHALL HAVE ATTACHED THERETO IN A PROMINENT PLACE A METAL PLATE OR PLATES ON WHICH IS PLAINLY MARKED THE VARIOUS USES FOR WHICH THE F.QUIPMEN,T IS DESIGNED, THE MANUFACTURER'S GUARANTEED CAPACITY OF THE DRUM OR CONTAINER IN TERMS OF THE VOLUME OF MIXED CONCRETE AND THE SPEED OF RO- TATION OF THE MIXING DRUM OR BLADE, TRUCK MIXERS SHALL BE EQUIPPED WITH ELECTRICALLY ACTUATED COUNTERS BY WHICH THE NUMBER OF REVOLUTIONS OF THE DRUM 1 -O4 CONTD OR BLADES MAY READILY BE VERIFIED. THE COUNTERS SHALL BE OF THE RESETTABLE, RECORDING TYPE AND SHALL BE MOUNTED IN THE DRIVER S CAB. THE COUNTERS SHALL ' BE ACTUATED AT THE TIME OF STARTING MIXING AT MIXING SPEEDS. THE TRUCK MIXER WHEN LOADED TO THE MANUFACTURERS GUARANTEED CAPACITY SHALL BE CAPABLE OF COMBINING THE INGREDIENTS OF THE CONCRETE INTO A THOROUGHLY MIXED ' AND UNIFORM MASS AND OF DISCHARGING THE CONCRETE WITH A SATISFACTORY DEGREE OF UNIFORMITY. ' EACH BATCH OF CONCRETE SHALL BE MIXED IN A TRUCK MIXER FOR NOT LESS THAN 70 NOR MORE THAN IOO REVOLUTIONS OF THE DRUM OR BLADES AT THE RATE OF ROTATION DESIGNATED BY THE MANUFACTURER OF THE EQUIPMENT ON THE METAL PLATE ON THE ' MIXER AS MIXING SPEED. ADDITIONAL MIXINGS IF ANY) SHALL BE AT THE SPEED DESIGNATED BY THE MANUFACTURER OF THE EQUIPMENT AS AGITATING SPEED. ALL MATERIALS INCLUDING MIXING WATER SHALL BE IN THE MIXER DRUM BEFORE ACTUATING ' THE REVOLUTION COUNTER FOR DETERMINATION OF NUMBER OF REVOLUTIONS OF MIXING. CONCRETE SHALL BE DELIVERED TO THE SITE OF THE WORK AND DISCHARGE SHALL BE COMPLETED WITHIN ONE HOUR AFTER ADDITION OF THE CEMENT TO THE AGGREGATES OR ' ' BEFORE THE DRUM HAS BEEN REVOLVED 250 REVOLUTIONS, WHICHEVER COMES FIRST. IN HOT WEATHER OR UNDER CONDITIONS CONTRIBUTING TO QUICK STIFFENING OF THE CONCRETE OR WHEN THE TEMPERATURE OF THE CONCRETE IS 850 F. OR ABOVE, THE TIME BETWEEN THE INTRODUCTION OF THE CEMENT TO THE AGGREGATES AND DISCHARGE SHALL ' 11 NOT EXCEED 45 MINUTES. CONCRETE WHEN DISCHARGED SHALL BE OF THE CONSISTENCY AND WORKABILITY REQUIRED FOR THE JOB WITHOUT THE USE OF ADDITIONAL MIXING WATER. TRUCK MIXERS SHALL BE OPERATED WITHIN A CAPACITY NOT IN EXCESS OF THE ' MANUFACTURERS GUARANTEED CAPACITY AND AT A SPEED OF ROTATION FOR MIXING OR AGITATING AS DESIGNATED BY THE MANUFACTURER OF THE EQUIPMENT. EACH BATCH OF CONCRETE DELIVERED AT THE JOB SITE SHALL BE ACCOMPANIED BY ' A TICKET SHOWING VOLUME OF CONCRETES THE WEIGHT OF CEMENT IN POUNDS AND THE TOTAL WEIGHT OF ALL INGREDIENTS IN POUNDS. THE TICKET SHALL ALSO SHOW THE TIME OF DAY AT WHICH THE MATERIALS WERE BATCHED. I3 -05. HAND - MIXING: HAND -MIXED CONCRETE SHALL BE MADE IN BATCHES OF NOT MORE THAN ONE -THIRD CUBIC YARD AND SHALL BE MIXED IN A WATER - TIGHT, LEVEL ' PLATFORM. THE PROPER AMOUNT OF COARSE AGGREGATE SHALL BE MEASURED IN MEASURING BOXES AND SPREAD ON THE PLATFORM AND THE FINE AGGREGATE SHALL BE SPREAD ON THIS LAYER, THE TWO LAYERS BEING NOT MORE THAN ONE FOOT IN TOTAL DEPTH. ON THIS MIXTURE SHALL BE SPREAD THE DRY CEMENT AND THE WHOLE MASS TURNED NOT LESS THAN ' P TIMES DRY; THEN SUFFICIENT CLEAN WATER SHALL BE ADDED EVENLY DISTRIBUTED AND THE WHOLE MASS AGAIN TURNED NOT LESS THAN 3 TIMES2 NOT INCLUDING PLACING ' IN THE CARRIERS OR FORMS. 13 -06. ADMIXTURES: NO ADMIXTURES SHALL BE USED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER OR UNLESS ELSEWHERE PROVIDED FOR IN THESE SPECIFICATIONS ' OR IN THE SPECIAL PROVISIONS. SUBJECT TO SUCH PERMISSION) ADMIXTURES TO MINIMIZE SEGREGATION, TO IMPROVE WORKABILITY TO REDUCE THE AMOUNT OF MIXING WATER, TO RETARD OR ACCELERATE SETTING TIME, OR TO ACCELERATE DEVELOPMENT OF STRENGTH MAY BE USED IN THE RATE OF DOSAGE SPECIFIED BY THE ENGINEER. AD- ' MIXTURES SHALL NOT BE USED TO REPLACE CEMENT. ADMIXTURES CONTAINING CHLORIDES CALCULATED AS CALCIUM CHLORIDE IN EXCESS OF ONE PERCENT BY WEIGHT SHALL NOT BE USED IN PRESTRESSED CONCRETE. ' 1 1 THE AMOUNT OF WATER ADDED AT THE MIXER SHALL BE REGULATED IN ACCORDANCE 13 -07. AMOUNT OF WATER AND SLLNP TEST: THE PROPER CONSISTENCY OF CONCRETE WITHIN THE LIMITS OF SLUMP SET FORTH ABOVE. WITH THE EXCEPTION OF CONCRETE ' PLACED UNDER WATER, THE AMOUNT OF WATERS INCLUDING THE FREE WATER IN THE SHALL BE DETERMINED BY TEST METHOD NO. CALIF. 520. THE ALLOWANCE FOR SLUMP NOR 6O POUNDS PER SACK IN CLASS B CONCRETE. FREE WATER IN AGGREGATES IS DE- ' FINED AS THL TOTAL WATER MINUS THE WATER ABSORBED BY THE AGGREGATES IN A SHALL BE AS FOLLOWS: SATURATED, SURFACE -DRY CONDITION. ' 13 -08. CURING: THE ENTIRE EXPOSED AREA OF 'f HE CONCRETE WORK SHALL BE CURED FOR NOT LESS THAN 72 HOURS BY THE CURING COMPOUND METHOD. SHOULD.THE SIDE FORMS BE REMOVED BEFORE THE EXPIRATION OF 72 HOURS FOLLOWING THE START'OF ' CURBS, GUTTERS, SIDEWALKS, CROSS - GUTTERS - - - - - - -NOT MORE THAN 4 INCHES THE ENTIRE SURFACE OF THE CONCRETE SHALL BE SPRAYED UNIFORMLY WITH A CURING REINFORCED CONCRETE STRUCTURES, HEAVY SECTIONS - - - -NOT MORE THAN 3 INCHES REINFORCED CONCRETE STRUCTURES, THIN SECTIONS ' APPLIED BY MEANS OF A NOZZLE WHICH WILL ATOMIZE THE FLOW SO THAT,MIST, NOT A SPRAY, IS FORMED. THE SURFACE SHALL BE MAINTAINED WITH A VISIBLE FILM OF WATER AND COLUMNS - - - - - - - - - - - - - - - - - - -NOT MORE THAN 4 INCHES SQUARE FEET OF AREA. CONCRETE PLACED UNDER WATER- - - -NOT LESS THAN ' INCHES THE TIME OF USE, THE COMPOUND SHALL BE M A THOROUGHLY MIXED CONDITION. . NOT MORE THAN p6 S INCHES 1 THE AMOUNT OF WATER ADDED AT THE MIXER SHALL BE REGULATED IN ACCORDANCE d 1 WITH THE FREE WATER IN THE AGGREGATES AND THE REQUIREMENTS FOR WORKABILITY WITHIN THE LIMITS OF SLUMP SET FORTH ABOVE. WITH THE EXCEPTION OF CONCRETE ' PLACED UNDER WATER, THE AMOUNT OF WATERS INCLUDING THE FREE WATER IN THE AGGREGATES, SHALL NOT EXCEED 52 POUNDS PER SACK OF CEMENT IN CLASS A CONCRETE NOR 6O POUNDS PER SACK IN CLASS B CONCRETE. FREE WATER IN AGGREGATES IS DE- ' FINED AS THL TOTAL WATER MINUS THE WATER ABSORBED BY THE AGGREGATES IN A SATURATED, SURFACE -DRY CONDITION. ' 13 -08. CURING: THE ENTIRE EXPOSED AREA OF 'f HE CONCRETE WORK SHALL BE CURED FOR NOT LESS THAN 72 HOURS BY THE CURING COMPOUND METHOD. SHOULD.THE SIDE FORMS BE REMOVED BEFORE THE EXPIRATION OF 72 HOURS FOLLOWING THE START'OF CURING, THE EXPOSED EDGES SHALL ALSO BE CURED. CURING SHALL COMMENCE AS SOON AS THE FINISHING PROCESS HAS BEEN COMPLETED. THE ENTIRE SURFACE OF THE CONCRETE SHALL BE SPRAYED UNIFORMLY WITH A CURING ' COMPOUND WHILE THE SURFACE STILL RETAINS A VISIBLE FILM OF WATER. IF THE FINISHING PROCESSES HAVE NOT BEEN COMPLETED PRIOR TO THE LOSS OF A VISIBLE FILM OF WATER FROM THE CONCRETE SURFACE, ADDITIONAL WATER SMALL BE ' APPLIED BY MEANS OF A NOZZLE WHICH WILL ATOMIZE THE FLOW SO THAT,MIST, NOT A SPRAY, IS FORMED. THE SURFACE SHALL BE MAINTAINED WITH A VISIBLE FILM OF WATER UNTIL JUST PRIOR TO THE APPLICATION OF THE COMPOUND. CURING COMPOUND SHALL BE APPLIED AT A UNIFORM RATE OF ONE GALLON PER 150 SQUARE FEET OF AREA. ' CURING COMPOUND SHALL MEET THE SPECIFICATIONS OF AASHO DESIGNATION: M148) TYPE 11. ' CURING COMPOUND SHALL BE DELIVERED TO THE WORK IN.READY -MIXED FORM. AT THE TIME OF USE, THE COMPOUND SHALL BE M A THOROUGHLY MIXED CONDITION. . SPRAYING EQUIPMENT SHALL BE OF THE FULLY ATOMIZING TYPE. CARE SHALL BE TAKEN TO INSURE AMPLE COVERAGE OF THE COMPOUND AT EDGES, CORNERS AND ROUGH SPOTS. SHOULD THE FILM OF COMPOUND BE DAMAGED FROM ANY CAUSE ' BEFORE THE EXPIRATION OF 72 HOURS AFTER ORIGINAL APPLICATION, THE DAMAGED PORTION SHALL BE REPAIRED IMMEDIATELY WITH ADDITIONAL COMPOUND. d 1 ' SECTION 14 ' REINFORCING STEEL 14 -OI. GENERAL: REINFORCEMENT SHALL CONFORM TO THESE SPECIFICATIONS AND BE ' OF THE SHAPE AND DIMENSIONS SHOWN ON THE PLANS OR SPECIFIED IN THE SPECIAL PROVISIONS. 14 -02. MATERIALS: THE FOLLOWING SPECIFICATIONS SET FORTH THE REQUIREMENTS FOR BAR REINFORCEMkNT, MESH REINFORCEMENT AND BLACK ANNEALED WIRE. 14 -03. BAR REINFORCEMENT: ALL BAR REINFORCEMENT SHALL BE OF STRUCTURAL OR - INTERMEDIATE GRADES ROLLED FROM NEW BILLET STOCK AND SHALL CONSIST OF DE- FORMED BARS. NO RE- ROLLED MATERIAL SHALL BE USED. IN TESTING BAR REIN- FORCEMENT, ONLY THE THEORETICAL CROSS-SECTIONAL AREA SHALL BE USED IN ALL ' COMPUTATIONS. BAR REINFORCEMENT SHALL CONFORM TO ASTM SERIAL DESIGNATION A15 -5o AND A305 -50 WITH SUBSEQUENT AMENDMENTS. 14 -04. MESH REINFORCEMENT: SHALL CONFORM TO THE REQUIREMENTS OF THE ASTM SERI9L DESIGNATION A165-37) WITH SUBSEQUENT AMENDMENTS. THE GAUGE OF WIRE AND THE DIMENSIONS OF THE MESH WILL BE SHOWN ON THE PLANS. ' 14 -05. BLACK ANNEALED WIRE: ALL WIRE USED AS REINFORCING STEEL, BUT NOT INCLUDING TIE WIRE, IN STRUCTURES AND CONCRETE PILES AS SHOWN ON THE PLANS, SHALL BE BLACK ANNEALED WIRE OF THE GAUGE DESIGNATED, THE GAUGE TO BE AMERICAN t STEEL AND WIRE GAUGE. 14 -Oi. STEEL LISTS: REINFORCING STEEL LISTS SHALL BE SUBMITTED TO THE ' ENGINEER FOR APPROVAL WHEN REQUESTED. SUCH APPROVAL IS INTENDED AS ADDITIONAL PRECAUTION AGAINST ERRORS AND SHALL NOT BE CONSTRUED AS RELIEVING THE CON- TRACTOR OF FULL RESPONSIBILITY FOR THE ACCURACY OF THE LISTS. ' 14 -07. SAMPLING: REINFORCING STEEL MAY BE SAMPLED BY THE ENGINEER AT THE SOURCE OF SUPPLY, OR ON THE WORK OR BOTH. STEEL SUBMITTED FOR SAMPLING EITHER ' AT THE MILL OR ON THE WORK, SHALL BE IDENTIFIED BY HEAT OR MELT NUMBER, AND ACCOMPANIED BY MILL ANALYSIS AND TEST REPORTS. TWO OR MORE SAMPLES, EACH 24 INCHES LONG) SHALL BE TAKEN AT RANDOM FROM. -EACH SIZE IN EACH MELT OR HEAT. ALL TEST SAMPLES SHALL BE FURNISHED BY THE CONTRACTOR, WITHOUT CHARGE TO ' THE CITY. 14 -08. CLEANING: BEFORE BEING PLACED, REINFORCING STEEL SHALL BE THOROUGHLY CLEANED OF LOOSE MILL AND RUST SCALE, MORTAR, OIL) DIRT, AND OF COATINGS OF ' ANY DESCRIPTION WHICH WILD IN ANY WAY, DESTROY THE BOND. 14 -09. BENDING: REINFORCING STEEL SHALL ACCURATELY CONFORM TO THE DIMENSIONS ' SHOWN ON THE PLANS. THE MINIMUM RADIUS OF BENDS SHALL BE 4 TIMES THE LEAST DIAMETER OF THE BAR. BARS SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WILL INJURE THE MATERIAL. BARS WITH KINKS OR SHARP BENDS SHALL NOT BE USED. ' 14 -10. PLACING: REINFORCING BARS SHALL BE ACCURATELY.PLACED AS SHOWN ON THE PLANS AND FIRMLY HELD IN POSITION BY WIRING AT INTERSECTIONS WITH NO. 14 OR NO. 167 WIRE AND BY USING CONCRETE OR METAL CHAIRSP SPACERS, METAL HANGERS, ' SUPPORTING WIRES, AND OTHER APPROVED DEVICES OF SUFFICIENT STRENGTH TO RESIST 1 Ll DEFORMED BAR UNIT WEIGHT IN DESIGNATION NO. POUNDS PER FOOT NOMINAL DIAMETER IN INCHES 14 -1o. CONTD 0.500 CRUSHING UNDER FULL LOAD. ALL SUCH SUPPORTING DEVICES SHALL BE FURNISHED BYO . ' AND AT THE EXPENSE OF THE CONTRACTOR. METAL SUPPORTS WHICH EXTEND TO THE 8 9 SURFACE OF THE CONCRETES EXCEPT WHERE SHOWN ON THE PLANS, AND WOODEN SUPPORTS 1.000 1.1z8 SHALL NOT 13E USED. PLACING BARS ON LAYERS OF FRESH CONCRETE AS THE WORK 4 .303 5.313 PROGRESSES) AND ADJUSTING BARS DURING THE PLACING OF CONCRETE SHALL NOT BE ' PERMITTED. THE MINIMUM SPACE BETWEEN PARALLEL BARS SHALL BE 2 INCHES, AND IN NO CASE SHALL THE EMBEDMENT IN THE CONCRETE BE LESS THAN SHOWN ON THE PLANS. THIS LATTER REQUIREMENT WILL BE RIGIDLY ENFORCED, AND SHOULD TEST SHOW THAT ' REINFORCEMENT IS NEARER THE SURFACE THAN SPECIFIED THE CONTRACTOR WILL, AT HIS OWN EXPENSE, BE REQUIRED TO REMEDY THIS DEFECT. 14 -.11. SPLICING: GIRDER BARS SHALL NOT BE SPLICED EXCEPT AS SHOWN ON THE PLANS. SPLICES OF TENSIBLE REINFORCEMENT AT POINTS OF MAXIMUM STRESS SHALL BE AVOIDED. WHERE BARS ARE SPLICED THEY SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS BUT NOT LESS THAN 12 INCHES. WHERE FABRIC IS SPLICED THE LAP ' SHALL BE NOT LESS THAN ONE MESH. 14 -12. INSPECTION: No CONCRETE SHALL BE PLACED UNTIL THE ENGINEER HAS IN- ' SPECTED THE PLACING OF THE REINFORCING AND GIVEN PERMISSION TO PLACE CONCRETE. ALL CONCRETE PLACED IN VIOLATION OF THIS PROVISION WILL BE REJECTED. 14-13. MEASUREMENT OF QUANTITIES: QUANTITIES OF BAR REINFORCING STEEL AND BLACK ANNEALED WIRE NOT INCLUDING TIE WIRE) PLACED AS REINFORCEMENT AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER WILL BE DETERMINED FROM COMPUTA- TIONS BASED UPON THE CALCULATED WEIGHTS OF THE SAID STEEL AND WIRE ACTUALLY PLACED IN ACCORDANCE WITH THESE SPECIFICATIONS. THE WEIGHTS CALCULATED SHALL BE BASED UPON THE FOLLOWING TABLES: BAR REINFORCING STEEL 1 Ll DEFORMED BAR UNIT WEIGHT IN DESIGNATION NO. POUNDS PER FOOT NOMINAL DIAMETER IN INCHES AMERICAN STEEL AND WIRE GAUGE NO. 4 WIRE N0. 5 WIRE NO. 6 WIRE No 7 WIRE No. , 8 WIRE NO. 9 WIRE NO. 10 WIRE WEIGHT - POUNDS PER:LiNEAR FOOT 0.1354 0.1143 0.0983 0.0835 0.0700 o. 86 0.0486 o.668 0.500 4 5 6 7 1 .043 1.502 2.o44 o.625 0: 50 0.875 8 9 2.670 400 1.000 1.1z8 10 II 4 .303 5.313 1.270 1.410 BLACK ANNEALED REINFORCING WIRE AMERICAN STEEL AND WIRE GAUGE NO. 4 WIRE N0. 5 WIRE NO. 6 WIRE No 7 WIRE No. , 8 WIRE NO. 9 WIRE NO. 10 WIRE WEIGHT - POUNDS PER:LiNEAR FOOT 0.1354 0.1143 0.0983 0.0835 0.0700 o. 86 0.0486 1 1 1 1 1 14 -13. CONTO. QUANTITIES OF MESH REINFORCEMENT PLACED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER WILL BE DETERMINED FROM MEASUREMENTS TAKEN OF THE MATERIALS IN PLACE. SECTION p5 ' CONCRETE CURBS GUTTERS SIDEWALKS DRIVEWAYS AND CROSS- GUTTERS 15 -01. DESCRIPTION: THIS WORK SHALL CONSIST OF CONSTRUCTING CURBS, GUTTERS, ' SIDEWALKS, DRIVEWAYS, AND CROSS- GUTTERS OF THE FORM AND DIMENSIONS SHOWN ON THE PLANSy AND AS SPECIFIED IN THESE SPECIFICATIONS AND THE SPECIAL PROVISIONS. THEY SHALL BE CONSTRUCTED OF CLASS B CONCRETE. ' 15 -02. SUBGPADE PREPARATION: THE SUBGRADE SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS - SECTION, AS SHOWN ON THE PLANS, AND SHALL BE THOROUGHLY COMPACTED TO 90 PERCENT RELATIVE COMPACTION. WHENEVER, SOFT SPONGY MATERIAL IS ENCOUNTERED IN MAKING THE SUBGRADE, SUCH MATERIAL SHALL BE REMOVED TO A DEPTH OF AT LEAST 6 INCHES BELOW SUBGRADE AND FILLED WITH GOOD SOUN17 EARTH OR SAND, WHICH SHALL BE THOROUGHLY COMPACTED TO 90 PERCENT RELATIVE COMPACTION. THE SUBGRADE AND FORMS SHALL BE WET IMMEDIATELY IN ADVANCE OF PLACING CONCRETE. ' 15 -03. JOINING EXISTING WORK: WHEN THE PLANS PROVIDE FOR THE RECONSTRUCTION OF A PORTION OF AN EXISTING CURB, GUTTER, SIDEWALK, DRIVEWAY OR CROSS- GUTTER, THE EXISTING SECTION SHALL BE CUT TO A MINIMUM DEPTH OF 11- INCHES WITH AN ' ABRASIVE TYPE SAW AT THE FIRST SCORING LINE AT OR BEYOND THE PLANNED JOINT AND THE ENTIRE SECTION TO BE RECONSTRUCTED SHALL BE REMOVED. THE NEW WORK ' SHALL JOIN THE OLD WORK AT THIS LINE. 15 -04. FORMS: FORMS SHALL BE TRUE AND SHALL HAVE A SMOOTH, STRAIGHT UPPER EDGE. TIMBER FORMS SHALL BE SURFACED ON THE SIDE PLACED NEXT TO THE CONCRETE, AND SHALL HAVE A TRUE SURFACED UPPER EDGE AND SHALL NOT BE LESS THAN 1 -5/8 ' INCHES THICK AFTER BEING SURFACED. ALL FORMS SHALL BE THOROUGHLY CLEANED AND COATED WITH FORM OIL TO PRE- VENT THE CONCRETE FROM ADHERING TO THEM. . THE DEPTH OF FORMS FOR BACK OF CURBS SHALL BE EQUAL TO THE FULL DEPTH OF THE CURB. THE DEPTH OF .FACE FORMS FOR CONCRETE CURBS SHALL BE EQUAL TO ' THE FULL FACE HEIGHT OF THE CURB, FORMS SHALL BE CAREFULLY SET TO ALIGNMENT AND GRADE AND SHALL CONFORM TO THE REQUIRED DIMEI.SIONS. 7ORMS SHALL BE HELD RIGIDLY IN PLACE BY STAKES ' PLACED AT INTERVALS NOT TO EXCEED 4 FEET. CLAMPS, SPREADERS, AND BRACES SHALL BE USED WHERE REQUIRED TO INSURE RIGIDITY IN THE FORMS. ' BENDERS OR THIN PLANK FORMS MAY BE USED ON CURVES, GRADE CHANGES, OR FOR CURB RETURNS. BACK FORMS FOR CURB RETURNS MAY BE MADE OF 1/2 -INCH THICK BENDERS CLEATED TOGETHER FOR THE FULL DEPTH OF THE CURB. ' THE FORM ON THE FRONT OF CURBS SHALL NOT BE REMOVED IN LESS THAN 2 HOURS NOR MORE THAN G HOURS AFTER THE CONCRETE HAS BEEN PLACED. 'IN NO EVENT SHALL FORMS BE REMOVED WHILE THE CONCRETE IS SUFFICIENTLY PLASTIC TO SLUMP. SIDE ' FORMS FOR SIDEWALK, GUTTERS, DRIVEWAYS AND CROSS - GUTTERS SHALL NOT BE REMOVED IN LESS THAN 12 HOURS AFTER THE FINISHING HAS BEEN COMPLETED. i1 THE TOP AND FACE OF THE FINISHED CURB AND GUTTERS SHALL BE TRUE AND STRAIGHT, AND THE TOP SURFACE OF CURBS SHALL BE OF UNIFORM WIDTH, FREE FROM HUMPS, SAGS, OR OTHER IRREGULARITIES. WHEN A STRAIGHT EDGE 10 FEET LONG IS ' LAID ON TOP OR FACE OF THE CURB OR ON THE SURFACE OF GUTTERS, THE SURFACE SHALL NOT VARY MORE THAN 0.01 -FOOT FROM THE EDGE OF THE STRAIGHTEDGE EXCEPT AT GRADE CHANGES OR CURVES. ' REPAIRS SHALL BE MADE BY REMOVING AND REPLACING THE ENTIRE UNIT BETWEEN SAW CUTS OR JOINTS. 1 I5 -05. JOINTS: UNLESS OTHERWISE SPECIFIED, ALL JOINTS AND JOINTING MATERIALS IN CURBS, GUTTERS, AND SIDEWALKS SHALL BE INSTALLED VERTICALLY AND AT RIGHT ANGLES TO THE CURB LINE. (I) EXPANSION JOINTS: TRANSVERSE EXPANSION JOINTS IN CURBS, GUTTERS, AND SIDEWALKS SHALL BE INSTALLED AT ALL RETURNS AND SHALL BE SPACED AT INTER- VALS NOT TO EXCEED 60 FEET BETWEEN JOINTS. AN EFFORT SHALL BE MADE TO SPACE ' AND PLACE ALL JOINTS IN SUCH A MANNER SO AS TO CREATE AN APPEARANCE OF UNI- FORMITY. EXPANSION JOINTS SHALL BE FILLED WITH JOINT FILLER STRIPS -f INCH THICK AND SHALL EXTEND THE FULL WIDTH AND DEPTH OF CURB, GUTTER, AND SIDE- ' WALK. THE JOINT FILLER SHALL BE TYPE V, CONFORMING TO ASTM DESIGNATION: D544. THE JOINT FILLER STRIPS SHALL BE IN ONE PIECE, SHAPED TO TRUE CROSS- SECTION, AND INSTALLED 1/4 INCH BELOW CONCRETE SURFACE. EDGES OF EXPANSION JOINTS SHALL BE ROUNDED WITH AN APPROVED EDGING TOOL HAVING A RADIUS NOT TO EXCEED 1/4 INCH AND ALL EXCESS CONCRETE SHALL BE REMOVED FROM AROUND THE ' JOINT. (2) WEAKENED PLANE JOINTS: WEAKENED PLANE JOINTS SHALL BE INSTALLED AT INTERVALS OF 20 FEET. WEAKENED PLANE JOINTS SHALL BE AT LEAST ONE INCH IN DEPTH, BUT NOT MORE THAN 2 INCHES IN DEPTH. WEAKENED PLANE JOINTS IN CURBS AND COMBINATION CURBS AND GUTTERS SHALL BE FORMED BY CUT PLATES CONFORM- ING TO THE SHAPE OF THEIR CROSS- SECTIONS. ALL WEAKENED PLANE JOINTS SHALL BE FORMED WITH I/4 INCH STEEL PLATE, AND SHALL BE PROPERLY EDGED. NO JOINTS SHALL BE INSTALLED IN FRONT OF DRIVEWAY APPROACHES. 15 -06. CURB AND GUTTER CONSTRUCTION: ' (I) PLACING CONCRETE: CONCRETE SHALL BE SPREAD AND GAUGED TO SUCH A THICKNESS THAT, WHEN TAMPED AND FINISHED, THE THICKNESS OF THE GUTTER PORTION ' SHALL IN NO PLACE BE LESS THAN SPECIFIED. THE CONCRETE SHALL BE THOROUGHLY SPADED WITH A STRAIGHT SPADE OR SIMILAR TAMPING TOOL, AS PLACING PROGRESSES UNTIL THERE ARE NO ROCK POCKETS AT EITHER FORM. ' (2) FINISHING: IMMEDIATELY AFTER STRIPPING THE FORMS, GROUT COMPOSED OF ONE PART OF CEMENT TO ONE PART OF PLASTER SAND SHALL BE APPLIED TO THE ' FACE OF THE CURB BY MEANS OF A BRUSH. THE FACE OF THE CURB SHALL BE TROWELED SMOOTH AND GIVEN A STEEL TROWEL FINISH USING A ROTARY MOTION. THE TOP SHALL BE EDGED AND GIVEN A STEEL TROWEL FINISH. THE GUTTERS SHALL BE FINISHED TO A TRUE EVEN GRADE AND A SMOOTH SURFACE AND GIVEN A STEEL TROWEL FINISH. ALL ' SURFACES AFTER BEING TROWELED SMOOTH SHALL BE GIVEN A FINAL FINE BRUSH FINISH WITH BRUSH STROKES PARALLEL TO THE LINE OF THE CURB. THE TOP AND FACE OF THE FINISHED CURB AND GUTTERS SHALL BE TRUE AND STRAIGHT, AND THE TOP SURFACE OF CURBS SHALL BE OF UNIFORM WIDTH, FREE FROM HUMPS, SAGS, OR OTHER IRREGULARITIES. WHEN A STRAIGHT EDGE 10 FEET LONG IS ' LAID ON TOP OR FACE OF THE CURB OR ON THE SURFACE OF GUTTERS, THE SURFACE SHALL NOT VARY MORE THAN 0.01 -FOOT FROM THE EDGE OF THE STRAIGHTEDGE EXCEPT AT GRADE CHANGES OR CURVES. ' REPAIRS SHALL BE MADE BY REMOVING AND REPLACING THE ENTIRE UNIT BETWEEN SAW CUTS OR JOINTS. 1 15-07. CONCRETE CROSS- GUTTERS, SIDEWALKS, AND DRIVEWAYS: (1) PLACING CONCRETE: CONCRETE SHALL BE SPREAD AND GAUGED TO SUCH A THICKNESS THAT, WHEN TAMPED AND FINISHED, THE THICKNESS SHALL AT NO PLACE BE LESS THAN SPECIFIED. A TEMPLATE CUT TO FIT THE FINISHED SHAPE OF THE CROSS - GUTTER SHALL BE USED IN GAUGING ITS SURFACE. THE CONCRETE SHALL BE TAMPED UNTIL ITS SURFACE IS COVERED WITH ENOUGH MORTAR TO PERMIT PROPER FINISHING. (Z) FINISHING: THE CROSS-GUTTERS, SIDEWALKS, AND DRIVEWAYS SHALL BE FINISHED TO A TRUE, EVEN GRADE FREE FROM HUMPS, DEPRESSIONS OR OTHER IRREGU- LARITIES. ALL SURFACES SHALL BE FINISHED TO GRADE AND CROSS- SECTIONS WITH A FLOAT AND THEN TROWELED SMOOTH WITH A'STEEL TROWEL AND FINISHED WITH A FINE - HAIR BROOM. GROOMING SHALL BE TRANSVERSE TO THE LINE OF TRAFFIC. (3) SCOR*%: THE SURFACE OF SIDEWALKS SHALL BE MARKED INTO SQUARES WITH A SCORING TOOL WHICH WILL LEAVE THE EDGES ROUNDED. MARKED SQUARES SHALL NOT EXCEED 25 SQUARE FEET IN AREA. (4) COLORING: CONCRETE COLORING FOR SIDEWALKS AND DRIVEWAYS SHALL NOT BE USED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. 15 -08. CURING: THE ENTIRE EXPOSED AREA OF THE WORK SHALL BE CURED FOR NOT LESS THAN 72 HOURS BY THE CURING COMPOUND METHOD IN ACCORDANCE WITH SECTION 13 -08 OF THESE SPECIFICATIONS. n ' SECT VON 16 ' SANITARY SEWERS AND APPtTENANCES 16 -01. SCOPE: THE WORK COVERED BY THIS SECTION INCLUDES ALL PLANT, LABOR, MATERIALS, EQUIPMENT, EXCAVATION, BACKFILL, PAVEMENT REPLACEMENT AND ALL IN- CIDENTAL WORK AND SERVICES REQUIRED IN CONNECTION WITH THE CONSTRUCTION OF ' SANITARY SEWERS AND APPURTENANCES SHOWN ON THE PLANS, AND AS SPECIFIED IN THESE SPECIFICATIONS AND SPECIAL PROVISIONS. 16 -02. PIPE AND FITTINGS: ALL PIPE AND FITTINGS SHALL BE OF THE SIZE AND KIND SHOWN ON THE DRAWINGS. UNLESS OTHERWISE SPECIFIED, THE COST OF FITTING SHALL BE INCLUDED IN THE PRICE BID PER FOOT FOR PIPE IN PLACE. ' ALL SANITARY SEWERS SHALL, UNLESS OTHERWISE SPECIFIED, BE CONSTRUCTED WITH BEST QUALITY VITRIFIED CLAY PIPE (V.C.P.), BURNED ENTIRELY THROUGH, FREE FROM WARPS, CRACKS, BLISTERS OR OTHER DEFECTS, SMOOTH ON THE EXTERIOR AND INTEFI'O.R SURFACE, AND HAVING A METALLIC RING WHEN STRUCK WITH A HAMMER. THE PIPE SHALL, UNLESS OTHERWISE SPECIFIED, BE EXTRA STRENGTH, BELL AND SPIGOT TYPE IN STANDARD COMMERCIAL LENGTHS. THE PIPE SHALL MEET THE REQUIREMENTS FOR CLAY PIPE INSTITUTE STANDARD EXTRA STRENGTH CLAY PIPE AND ASTM DESIG- NATION: C -200. ' PRIOR TO STARTING WORK OR AT ANY TIME DURING CONSTRUCTION, THE MANU- FACTURER SUPPLYING THE PIPE, IF REQUESTED BY THE ENGINEER, SHALL FURNISH CERTIFIED TEST REPORTS THAT ANY AND ALL PIPE FURNISHED MEETS THE REQUIREMENTS OF THIS SECTION. 16-03. PAVEMENT REMOVAL: ALL EXISTING PAVEMENT, CURBS, GUTTERS, DRIVEWAYS AND SIDEWALKS TO BE REMOVED SHALL BE CUT PARALLEL OR PERPENDICULAR TO CENTER LINE OF IMPROVEMENT. ALL PAVEMENT TO BE REMOVED SHALL BE CUT SO AS TO LEAVE A STRAIGHT UNIFORM EDGE FOR THE REPLACEMENT OF THE PAVEMENT. CONCRETE MATERIALS SHALL BE CUT WITH A CONCRETE SAW TO A MINIMUM DEPTH OF I INCH. BITUMINOUS MATERIALS SHALL BE CUT WITH TOOLS THAT HAVE A STRAIGHT TRUE EDGE AND IN SUCH A MANNER THAT THE ADJACENT PAVEMENT NOT BEING REMOVED IS NEITHER RAISED OR DEPRESSED. CONCRETE OR BITUMINOUS MATERIAL THAT HAS BEEN REMOVED SHALL NOT BE USED AS BACKFILL IF GREATER THAN 3 INCHES IN SIZE. ' 16-04. EXCAVATION: THE CONTRACTOR SHALL REMOVE ALL PIPES, TREES, STONES, DEBRIS AND OTHER OBSTRUCTIONS THAT MAY BE ENCOUNTERED IN MAKING THE EXCAVATION. THE EXCAVATION SHALL BE MADE TRUE TO LINE AND GRADE, AND SHALL BE MADE A SUFFICIENT DISTANCE BELOW THE DEPTH INDICATED BY THE GRADE LINE ON THE PROFILE TO ALLOW FOR THE PLACING OF THE PIPE INVERT. (THE GRADE SHOWN ON THE PROFILES IS THE FLOW LINE OF THE PIPE.) ' ALL TRENCHES SHALL BE AT LEAST 12 INCHES WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE. EXCEPT AS ALLOWED BY THE ENGINEER, THE TRENCH AT THE END OF EACH DAY SHALL NOT BE EXCAVATED MORE THAN IOC FEET IN ADVANCE OF THE PIPE LAYING, NOR LEFT UNFILLED FOR MORE THAN 100 FEET WHERE THE PIPE HAS BEEN LAID. THE TRENCH BOTTOM SHALL BE GRADED TO PROVIDE A SMOOTH, FIRM AND STABLE FOUNDATION TO FIT THE BOTTOM OF THE PIPE AT EVERY POINT THROUGHOUT THE LENGTH OF THE ' PIPE. EXCAVATIONS SHALL BE MADE FOR THE BELLS TO INSURE THE PIPE RESTING ' 16 -04. CONT. ' FOR ITS ENTIRE LENGTH UPON THE FIRM FOUNDATION. WHERE THE EXCAVATION HAS BEEN MADE DEEPER THAN NECESSARY CRUSHED STONE OR SAND, WITH A SAND EQUIVAL.P.NT VALUE OF NOT LESS THAN 30, SHALL BE COMPACTED ON THE SOLID TRENCH BOTTOM PRIOR TO LAYING THE PIPE. ALL SOFTP SPONGY AND UNSTABLE MATERIAL IN THE BOTTOM OF THE TRENCH SHALL BE REMOVED TO A DEPTH NOT EXCEEDING 2 FEET AND REPLACED WITH SAND OR GRAVEL. ' ROCK, WHERE ENCOUNTERED IN THE TRENCH BOTTOM, SHALL BE REMOVED TO A DEPTH OF AT LEAST 4 INCHES BELOW THE BOTTOM OF THE PIPE AND REPLACED WITH SAND OR GRAVEL. ' ALL REPLACEMENT MATERIAL UNDER THE PIPE SHALL HAVE A SAND EQUIVALENT A TRUE LINE AND GRADE, GRADE VALUE OF NOT LESS THAN 30 AND SHALL BE MOISTENED AND TAMPED TO PROVIDE A FIRM AND STABLE FOUNDATION.. ' THE COST OF THE LABOR AND MATERIAL TO PROVIDE THE FIRMS STABLE FOUNDA- TION HEREIN SPECIFIED SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE SIZE OF PIPE LAID THEREON, EACH PIPE SHALL BE ALL EXCAVATION SHALL BE SUPPORTED IN THE MANNER SET FORTH IN THE RULES) BEING LOWERED INTO THE ORDERS AND REGULATIONS PRESCRIBED BY THE CALIFORNIA INDUSTRIAL ACCIDENT COM- TRENCH. THE PIPE SHALL MISSION- WHERE SHEET PILING IS USED, IT SHALL BE WITHDRAWN IN SUCH A MANNER JOINTING COMPOUNDS WILL ADHERE. AS TO AVOID ANY DISTURBANCE OF THE PIPE OR STRUCTURE- THE CONTRACTOR SHALL FURNISH, INSTALL AND OPERATE SUCH PUMPS) WELL POINTS ' OR OTHER DEVICES AS MAY BE NECESSARY TO REMOVE ANY SUB- SURFACE WATERO SEEPAGE, STORM WATER OR SEWAGE THAT MAY BE ENCOUNTERED DURING CONSTRUCTION. THE TRENCHES AND OTHER EXCAVATIONS SHALL BE KEPT FREE FROM WATER WHILE - CONCRETE OR PIPE IS BEING INSTALLED. WATER SHALL BE DISPOSED OF IN SUCH A MANNER AS TO CAUSE NO INJURY TO PUBLIC OR PRIVATE PROPERTY) NOR BE A MENACE TO PUBLIC HEALTH. UNLESS OTHERWISE SPECIFIED, ALL DEWATERING -SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE ;PIPE IN PLACE. 16-05. LATERALS: THE CONTRACTOR SHALL CONSTRUCT THE NUMBER OF LATERALS SHOWN ON THE PLANS AND AT LOCATIONS SPECIFIED BY THE ENGINEER. ALL LATERALS UNLESS ' OTHERWISE SPECIFIED) SHALL BE CONSTRUCTED AT RIGHT ANGLES TO THE SEWER MAIN AND IN ACCORDANCE WITH THE APPROPRIATE STANDARD DRAWING. UNLESS OTHERWISE SPECIFIED, ALL LATERALS SHALL BE 4 -INCH VITRIFIED CLAY PIPE, AND SHALL BE ON A MINIMUM ' SLOPE OF 1/4 INCH PER FOOT, WITH A MINIMUM DEPTH AT PROPERTY LINE OF 5 FEET TO FLOW LINE. ' 16 -06. PIPE LAYING AND JOINTING: ALL SEWERS SHALL BE LAID TRUE TO LINE AND GRADE WITH BELLS UPGRADE, AND IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE LATEST ISSUE OF THE VITRIFIED CLAY PIPE ENGINEERING HANDBOOK PUBLISHED BY THE CLAY PIPE INSTITUTE. IN ORDER TO INSURE A TRUE LINE AND GRADE, GRADE STAKES SHALL BE SET EVERY 25 FEET AND THE PIPE SHALL BE LAID THROUGH THE MANHOLE WHENEVER POSSIBLE- ' EACH PIPE SHALL BE INSPECTED FOR DEFECTS BEFORE BEING LOWERED INTO THE TRENCH. THE PIPE SHALL BE THOROUGHLY CLEAN $O THAT JOINTING COMPOUNDS WILL ADHERE. �I 71 L L_ J LI L 16 -o6. CONTD. UNLESS OTHERWISE SPECIFIED, THE JOINTS FOR ALL VITRIFIED CLAY PIPE SHALL BE EITHER HOT- POURED BITUMINOUS COMPOUND JOINTS OR FACTORY FORMED PLASTIC JOINTS. HOT- POURED JOINTS SHALL BE KOPPERS BITUMASTIC JOINT COMPOUND CPI -20 ATLAS JC -60 COMPOUND, OR APPROVED EQUAL. JOINT PRIMER AND COMPOUND ARE TO BE APPLIED IN STRICT CONFORMITY WITH THE DIRECTIONS OF THE MANUFACTURER. HOT- POURED COMPOUND JOINTS SHALL HAVE A SUITABLE, CLOSELY TWISTED HEMP OR OAKUM GASKET PLACED AROUND THE PIPE AND LAPPED AT THE TOP. THE GASKET SHALL BE RAMMED SOLIDLY INTO THE ANNULAR SPACE WITHIN THE SOCKET OF THE PIPE WITH A CAULKING TOOL. THE DEPTH OF JOINT OCCUPIED BY THE GASKET SHALL NOT EXCEED 25 PERCENT OF THE SOCKET OR BELL DEPTH. A SUITABLE RUNNER SHALL BE PLACED AROUND THE PIPE TO CLOSE THE SOCKET OPENING. THE JOINT COMPOUND SHALL BE HEATED TO APPROXIMATELY 1150 F. AND POURED INTO THE JOINT IN SUCH A MANNER THAT THE ANNULAR SPACE WILL BE COMPLETELY FILLED. PLASTIC JOINTS SHALL BE AN APPROVED TYPE OF INTERLOCKING, RESILIENT, MECHANICAL COMPRESSION JOINT, FORMED ON THE PIPE AT THE FACTORY, AND MADE OF PLASTISOL (POLYVINYL CHLORIDE) TO SPECIFICATIONS ESTABLISHED BY THE NATIONAL CLAY PIPE RESEARCH CORPORATION. 16 -07. BACKFILLING; ALL BACKFILLING SHALL BE DONE IN SUCH A MANNER AS TO NOT DISTURB THE PIPE OR ADJACENT STRUCTURES, AND TO INSURE WORK AGAINST SUB- SEQUENT SETTLEMENT. IN ALL CASES THE BACKFILLING AROUND THE PIPE SHALL BE CARRIED UP TO A DEPTH OF ONE FOOT ABOVE THE TOP OF THE PIPE BY HAND, WITH EARTH OR SAND FREE FROM STONES, BOULDERS, OR LUMPS. THIS MATERIAL SHALL HAVE A SAND EQUIVALENT OF NOT LESS THAN 30 AND SHALL BE SOLIDLY COMPACTED BY TAMPING, OR OTHER APPROVED METHODS, BELOW THE SPRING LINE OF PIPE. COMPACTION OF BACKFILL BY PONDING AND JETTING WILL BE PERMITTED WHEN THE MATERIAL HAS A SAND EQUIVALENT OF AT LEAST 30. IF LESS THAN 30, PONDING AND JETTING WILL BE PERMITTED BY THE ENGINEER WHEN HE DETERMINES THAT THE MATERIAL IS OF SUCH CHARACTER THAT IT WILL BE SELF- DRAINING WHEN COMPACTED AND THE FOUNDA- TION MATERIALS WILL NOT SOFTEN OR BE DAMAGED BY THE APPLIED WATER. WHEN PONDING AND JETTING IS PERMITTED, MATERIAL FOR USE AS BACKFILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT EXCEEDING 4 FEET IN THICKNESS. ALL BACK- FILLING SHALL BE PERFORMED WITHOUT DAMAGE TO EXISTING STRUCTURES AND EMBANKMENT. PONDING AND JETTING METHODS SHALL BE SUPPLEMENTED BY THE USE OF VIBRATORY OR OTHER COMPACTION EQUIPMENT WHEN NECESSARY TO OBTAIN THE REQUIRED COMPACTION. WHEN THE BACKFILL MATERIAL HAS A SAND EQUIVALENT OF LESS THAN 30 AND IS NOT DEEMED SATISFACTORY FOR COMPACTION BY PONDING OR JETTING, THE BACKFILL SHALL BE COMPACTED MECHANICALLY IN LAYERS NOT EXCEEDING S INCHES IN DEPTH. EACH LAYER OF BACKFILL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF NOT LESS THAN 90 PER CENT. AS DETERMINED BY THE CALIFORNIA IMPACT TEST, 5 LAYER METHOD. FOR ALL EXCAVATIONS WITHIN STREET RIGHTS -OF -WAY THE TOP 30 INCHES OF BACK- FILL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF NOT LESS THAN 90 PER CENT. THIS OPERATION SHALL INCLUDE ANY SCARIFYING, RESHAPING, ROLLING WETTING OR DRYING OF THE BACKFILL MATERIAL REQUIRED TO OBTAIN THE SPECIFIED COMPACTION. I ' 16 -98. PAVEMENT REPLACEMENT. IMMEDIATELY AFTER BACKFILLING, THE CONTRACTOR SHALL INSTALL A TEMPORARY 1 INCH OR MORE BITUMINOUS SURFACE IN AREAS WHERE ' EXISTING PAVEMENT HAS BEEN REMOVED. THE TEMPORARY RESURFACING SHALL BE MAIN- TAINED IN A SAFE AND NEAT CONDITION UNTIL THE PERMANENT REPLACEMENT HAS BEEN CONSTRUCTED. ' BASE MATERIAL SHALL BE REPLACED IN KIND WITH CLASS 2 AGGREGATE CONFORMING TO SECTION 12 OF THESE SPECIFICATIONS BEFORE PLACING THE PERMANENT PAVEMENT. ' CONCRETE PAVEMENT SHALL BE REPLACED IN KIND WITH CONCRETE CONFORMING TO THE REQUIREMENTS OF SECTION 13 OF THESE SPECIFICATIONS. BITUMINOUS PAVEMENT SHALL BE REPLACED WITH ASPHALT CONCRETE CONFORMING TO THE REQUIREMENTS OF SECTION 12 ' OF THESE SPECIFICATIONS TO A COMPACTED THICKNESS 1 INCH GREATER THAN THE ADJACENT PAVEMENT. UNLESS OTHERWISE PROVIDED, THE COST OF PAVEMENT REPLACEMENT SHALL BE IN- ' CLUDED IN THE PRICE BID PER FOOT FOR PIPE IN PLACE. 16 -09• APPURTENANCES. ALL MANHOLES AND CLEAN -OUTS SHALL BE FITTED WITH A ' STANDARD FRAME AND COVER. UNLESS OTHERWISE SPECIFIED MANHOLES SHALL BE OF THE PRECAST TYPE CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE STANDARD DRAWINGS- V.C.P. STUBS WITH STOPPERS SHALL BE CONSTRUCTED WHERE SHOWN ON THE PLANS AND THE COST SHALL BE INCLUDED IN THE PRICE BID FOR THE MANHOLE, BRICK MANHOLES WHEN SPECIFIED SHALL BE CONSTRUCTED WITH COMMON BRICKS AND CEMENT MORTAR IN ACCORDANCE WITH THE APPLICABLE STANDARD DRAWINGS. THE ' BRICK SHALL BE WHOLE, SOUND, HARDBURNED CLAY, WITH STRAIGHT EDGES AND SHALL GIVE A CLEAR RINGING SOUND WHEN STRUCK TOGETHER. ALL BRICKS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM DESIGNATION' C -62. THE BRICK SHALL BE THOROUGHLY WET ' AND LAID IN A FULL JOINT OF MORTAR ON BED, END AND SIDE. WHEREVER POSSIBLE, THE PIPE SHALL BE CARRIED CONTINUOUSLY THROUGH THE MAN- , HOLES) AND THE TOP PORTION OF THE PIPE REMOVED AFTER ALL OTHER WORK IS COMPLETED. MANHOLE STEPS SHALL BE OMITTED. ' MANHOLE BOTTOMS SHALL BE CLASS "Bn CONCRETE AND SHALL BE PROPERLY CURED FOR A MINIMUM OF 3 DAYS BEFORE PLACING ANY LOADS ON THE CONCRETE. ' LATERAL CLEAN -OUTS AND TERMINAL CLEAN -OUTS SHALL BE CONSTRUCTED AT THE LOCATION SHOWN ON THE PLANS AND CONFORMING TO THE APPROPRIATE STANDARD DRAWINGS. IN THE EVENT THAT THE SEWER IS CONSTRUCTED IN A STREET THAT IS TO BE PAVED OR RESURFACED AFTER THE CONSTRUCTION OF THE SEWER, THE MANHOLE AND CLEAN -OUT TOPS SHALL BE TEMPORARILY INSTALLED AT LEAST 6 INCHES BELOW PAVEMENT GRADE BY THE SEWER CONTRACTOR. UNLESS SPECIFIED, OTHERWISE, AFTER THE PAVING OR RESURFACING OPERATION, THE COVER AND RING SHALL BE SET 181. BELOW FINISHED GRADE BY THE PAVING CONTRACTOR. ' THE PAVEMENT AROUND THE MANHOLE SHALL BE NEATLY AND SYMMETRICALLY TRIMMED AND REPLACED WITH A MINIMUM COMPACTED THICKNESS OF 1 INCH GREATER THAN THE EXISTING THICKNESS. BASE MATERIAL SHALL BE REPLACED IN KIND BEFORE PLACING THE PERMANENT PAVEMENT REPLACEMENT. 1 I ,1 16 -10. TESTS FOR LEAKAGE IN SEWERS: (1) EXFILTRATION TEST: UNLESS EXCESSIVE GROUND WATER IS EN- ' COUNTERED,, EACH SECTION OF SANITARY SEWER, BETWEEN THE TWO SUCCESSIVE STRUCTURES, SHALL BE TESTED BY CLOSING THE LOWER END OF THE SEWER - TO BE TESTED AND THE INLET SEWER OF THE UPPER STRUCTURE WITH STOPPERS, ' - AND FILLING THE PIPE AND STRUCTURE WITH WATER TO A POINT 4 FEET ABOVE THE INVERT OF THE OPEN SEWER IN THE UPPER STRUCTURE, OR TO A HEIGHT OF 10 FEET ABOVE THE INVERT OF THE SEWER IN THE LOWER STRUCTURES WHICH- . EVER GIVES THE LEAST HYDROSTATIC PRESSURE ON THE LOWER STRUCTURE. NO TEST NEED BE MADE WHERE THE DIFFERENCE IN ELEVATION BETWEEN THE IN- VERT OF THE UPPER STRUCTURE AND THE INVERT OF THE LOWER STRUCTURE IS MORE THAN 10 FEET. ' THE FOLLOWING FORMULA SHALL BE USED TO COMPUTE THE ALLOWABLE LEAKAGE: ' D= 0.00006LH D IS THE ALLOWABLE DROP IN FEET PER MINUTE IN HEIGHT OF WATER IN THE UPPER STRUCTURE. L IS THE LENGTH IN FEET OF THE SEWER TESTED, AND DOES NOT INCLUDE THE LENGTH OF HOUSE LATERALS ENTERING THE SECTION BEING TESTED. H IS THE DIFFERENCE IN ELEVATION, IN FEET, BETWEEN THE INVERT OF THE CLOSED SEWER IN THE LOWER STRUCTURE AND THE SURFACE OF THE WATER IN THE UPPER STRUC- TURE OR THE HEAD OF WATER ON THE INVERT AT THE CLOSED END OF THE SEWER. IF THE LEAKAGE, AS SHOWN BY THE TEST, IS GREATER THAN ALLOWED BY THE FORMU- LA, THE PIPE SHALL BE OVERHAULED AND, IF NECESSARY, RELAID UNTIL THE JOINTS SHALL HOLD SATISFACTORILY UNDER THIS TEST. SHOULD, HOWEVER ..THE EXFILTRATION BE LESS THAN THE SPECIFIED AMOUNT, THE CONTRACTOR SHALL STOP ANY INDIVIDUAL LEAKS THAT MAY BE OBSERVED. ' THE CONTRACTORS SHALL AT HIS OWN EXPENSE, FURNISH ALL MATERIALS FOR MAKING THE TEST REQUIRED UNDER THE DIRECTION OF THE ENGINEER. ALL TESTS MUST BE COM- PLETED BEFORE STREET OR TRENCH IS RESURFACED. (2) INFILTRATION TEST: IF, IN THE CONSTRUCTION OF A SECTION OF THE ' SEWER BETWEEN STRUCTURES, EXCESSIVE GROUND WATER IS ENCOUNTERED THE END OF THE SEWER AT THE UPPER STRUCTURE SHALL BE CLOSED SUFFICIENTLY TO PREVENT THE ENTRANCE OF WATER AND PUMPING OF THE GROUND WATER SHALL BE DISCONTINUED FOR AT LEAST THREE DAYS AFTER WHICH THE SECTION SHALL ' BE TESTED FOR INFILTRATION. THE INFILTRATION SHALL NO'i EXCEED 0.2 GALLONS PER MINUTE, PER INCH OF DIAMETER, PER THOUSAND FEET OF MAIN LINE SEWER BEING TESTED AND DOES NOT INCLUDE THE LENGTH OF HOUSE CON- NECTIONS ENTERING THAT SECTION. WHERE ANY INFILTRATION IN EXCESS OF ' THIS AMOUNT IS DISCOVERED BEFORE COMPLETION AND ACDEPTANCE OF THE SEWER, THE SEWER SHALL BE IMMEDIATELY UNCOVERED AND THE AMOUNT OF INFILTRATION REDUCED TO A QUANTITY WITHIN THE SPECIFIED LIMITS. SHOULD, HOWEVER, ' THE INFILTRATION BE LESS THAN THE SPECIFIED AMOUNT, THE CONTRACTOR SHALL STOP ANY INDIVIDUAL LEAKS THAT MAY BE OBSERVED. ' THE CONTRACTOR, SHALL AT HIS OWN EXPENSE, FURNISH ALL MATERIALS FOR MAKING THE TESTS REQUIRED UNDER DIRECTION OF THE ENGINEER. tALL TESTS MUST BE COMPLETED BEFORE THE STREET OR TRENCH IS RESURFACED. p ' AFTER THE SADDLE HAS BEEN MORTARED IN PLACE AND APPROVED BY THE ENGINEER, AT LEAST 6 STRANDS OF No. 10 GALVANIZED WIRE SHALL BE LOOSELY WOUND AROUND THE PIPE, 3 STRANDS ON EACH SIDE OF THE SADDLE, Z OF WHICH SHALL PASS OVER THE ' SADDLE. A RING OF CLASS "An CONCRETE AT LEAST 4 INCHES THICK AND 1U INCHES IN LENGTH SHALL THEN BE CONSTRUCTED ENTIRELY AROUND THE PIPE AT THE LOCATION OF THE SADDLE. 1 16 -11. BALLING OF SEWERS: AFTER COMPLETION OF ALL WORK, EXCEPT THE STREET OR TRENCH RESURFACING, AN APPROVED TYPE SEWER BALL EQUAL TO THE DIAMETER OF THE PIPE SHALL BE SENT.THROUGH THE SEWER FROM THE UPPERMOST STRUCTURE TO THE LOWER- , MOST STRUCTURE. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH ALL MATERIALS FOR CARRYING OUT THE OPERATION AND REMOVING ANY OBSTRUCTIONS THAT PREVENT THE BALL FROM TRAVELING THROUGH THE PIPE. 16 -12. TUNNELING: TUNNELING WILL BE PERMITTED ONLY WHEN INDICATED ON THE PLANS OR WITH THE CONSENT OF THE ENGINEER. ' 16-13. CASED CROSSINGS: CASED CROSSINGS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS, AND UNLESS OTHERWISE SPECIFIED ALL JOINTS WITHIN THE CASING SHALL BE FACTORY FORMED PLASTIC JOINTS. CASING SHALL BE INSTALLED BY BORING OR JACKING. THE METHOD AND EQUIPMENT USED IN JACKING OR BORING SHALL BE OPTIONAL WITH THE ' CONTRACTOR, PROVIDED THAT THE PROPOSED METHOD IS FIRST APPROVED BY THE ENGINEER. SUCH APPROVALS HOWEVER SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE RESPON- SIBILITY FOR DAMAGES OF ANY NATURE WHICH MIGHT OCCUR AS A RESULT OF THE METHOD USED. THE MINIMUM DIAMETER AND THICKNESS OF THE CASINGS USED SHALL BE AS SHOWN ' ON THE PLAN. HOWEVER} THE CONTRACTOR MAY USE A LARGER DIAMETER CASINGS PROVIDED THAT THE PROPOSED DIAMETER AND PIPE THICKNESS IS FIRST APPROVED BY THE ENGINEER . EVERY EFFORT SHALL BE MADE TO AVOID ANY LOSS OF EARTH OUTSIDE OF THE CASINGO AND SHOULD SUCH LOSS OCCUR, THE CONTRACTOR SHALL PROMPTLY BACKFILL ALL VOIDS. ' THE SEWER PIPE SHALL BE TESTED BEFORE GROUTING. UNLESS OTHERWISE SHOWN ON THE PLANS, THE SPACE BETWEEN THE CASING AND THE SEWER PIPE SHALL BE COMPLETELY FILLED WITH GROUT. THE CONTRACTOR SHALL TAKE ' ALL MEASURES NECESSARY BEFORE GROUTING TO PREVENT FLOATING OR DISPLACEMENT OF THE SEWER PIPE. PLASTER SAND MAY BE USED AS AN ALTERNATE TO GROUT IF THE ENDS OF THE CASING ARE SEALED WITH BRICK AND MORTAR. ' 16 -14. SADDLE CONNECTIONS: No SEWER SHALL BE BROKEN EXCEPT IN THE PRESENCE OF THE ENGINEER. THE CONNECTION SHALL BE MADE WITH A STANDARD VITRIFIED CLAY "Y" SADDLE CONSTRUCTED WITH LUGS TO PREVENT PROTRUSION THROUGH THE PIPE. THE HOLE IN THE SEWER SHALL BE MADE MIDWAY BETWEEN JOINTS. IT SHALL BE MADE WITH EXTREME CARE STARTING WITH AS SMALL A HOLE AS POSSIBLE AND CAREFULLY ENLARGED SO AS TO PROVIDE A HOLE APPROXIMATELY 1/4 tj LARGER THAN THE OUTSIDE DIAMETER OF THE SADDLE. THE SADDLE SHALL BE MORTARED IN PLACE, FILLING THE ANNULAR SPACE BETWEEN SADDLE AND PIPE WALL WITH MORTAR COMPOSED OF I PART PORTLAND CEMENT TO Z PARTS OF CLEAN ' WELL - GRADED SAND. THE INSIDE SHALL BE WIPED TO PROVIDE A SMOOTH JOINING OF THE SADDLE TO THE PIPE WALL. ' NO ADDITIONAL PIPE MAY BE JOINED TO THE SADDLE UNTIL THE CONTRACTOR RE- CEIVE5 APPROVAL OF THE SADDLE CONNECTION FROM THE ENGINEER. ' AFTER THE SADDLE HAS BEEN MORTARED IN PLACE AND APPROVED BY THE ENGINEER, AT LEAST 6 STRANDS OF No. 10 GALVANIZED WIRE SHALL BE LOOSELY WOUND AROUND THE PIPE, 3 STRANDS ON EACH SIDE OF THE SADDLE, Z OF WHICH SHALL PASS OVER THE ' SADDLE. A RING OF CLASS "An CONCRETE AT LEAST 4 INCHES THICK AND 1U INCHES IN LENGTH SHALL THEN BE CONSTRUCTED ENTIRELY AROUND THE PIPE AT THE LOCATION OF THE SADDLE. 1 ' 16 -15• LIMITED ACCEPTANCE OF SANITARY SEWERS: AT ANY TIME DURING THE PROGRESS OF THE WORK, THE CITY MAY UPON WRITTEN NOTICE TO THE CONTRACTOR, TAKE OVER AND ' UTILIZE THE WHOLE OR PART OF ANY. SANITARY SEWER, OR APPURTENANCE THERETO WHICH HAS BEEN COMPLETED, GIVING) IF DESIRED, PERMITS TO TAP AND CONNECT WITH THE SAME. SUCH USE BY THE CITY SHALL CONSTITUTE A LIMITED ACCEPTANCE OF THAT PART OF THE SEWER SO TAKEN OVER AND UTILIZED, WHICH SHALL RELIEVE THE CONTRACTOR AND HIS SURETIES FROM RESPONSIBILITY FOR ANY DAMAGE:TO, OR DEFECT IN THAT PART OF THE SEWER.NOT INHERENT IN ITS CONSTRUCTIONS WHICH MAY BE CAUSED BY THE USE OF SUCH PART BY THE CITY OR BY PROPERTY OWNERS UNDER ITS PERMIT. ' 16 -16. WATER FOR TESTING AND COMPACTION PURPOSES: THE CONTRACTOR SHALL FURNISH ALL WATER REQUIRED FOR THE TESTING OF THE SEWER INSTALLATION AND THE COMPACTION OF THE BACKFILL. - - 1 I 1 i SECTION 17 STORM DRAINS AND DRAINAGE STRUCTURES 17 -01. SCOPE: THE WORK COVERED BY THIS SECTION INCLUDES ALL PLANTS LABOR, MATERIALS, EQUIPMENTS EXCAVATIONS BACKFILL AND ALL INCIDENTAL WORK AND SERVICES THE ABOVE REQUIREMENTS. REQUIRED IN CONNECTION WITH THE CONSTRUCTION OF STRUCTURES SHOWN ON THE PLANS AND AS SPECIFIED STORM DRAINS AND DRAINAGE IN THESE SPECIFICATIONS AND THE SPECIAL PROVISIONS- TO 24" INCLUSIVE 16 17-02. PIPE: ALL PIPE SHALL BE OF THE S1ZE AND KIND SHOWN BY ABBREVIATIONS TO 6" INCLUSIVE ON THE PLANS AND SHALL MEET THE FOLLOWING DESIGNATIONS: ' " CAST IRON SOIL PIPE (C.I.S.P.) ASA DESGINATION A40.1 ' CORRUGATED METAL PIPE (C.M.P.) AASHO DESIGNATION M -36 100 CONCRETE SEWER PIPE (C.P.) ASTM DESIGNATION C -14 TO 96" INCLUSIVE REINFORCED CONCRETE SOWER ' PIPF (R.C.P.) ASTM DESIGNATION C -75 REINFORCED CONCRETE CULVERT PIPE CONCRETE PIPE USED WITHIN THE STREET RIGHT - (R.C.C.P.) ASTM DESIGNATION C -76 ' CLAY SEWER PIPE (V.C.P.) ASTM DESIGNATION C -200 LOADING REFERRED TO ABOVE IS DEFINED.AS THE LOAD IN POUNDS PER UNLESS OTHERWISE SPECIFIED ALL CORRUGATED METAL PIPE SHALL BE COATED WITH PIPE DIVIDED BY THE AN ASPHALTIC PIPE DIP AT THE PLANT BEFORE BEING SHIPPED. THE QUALITY AND CHAR- ' ACTER OF THE DIP AND THE METHOD OF APPLICATION SHALL BE SUCH THAT THE COATING ON THE PIPE WILL BE TOUGH AND PLIABLE AND ADHERE FIRMLY TO THE SPELTER. CORRU- ANY TIME DURING CONSTRUCT I ONE THE MANUFACTURER GATED METAL PIPE SHALL BE FABRICATED FROM GALVANIZED SHEETS MADE FROM ANY ONE PIPES IF SO REQUESTED BY THE ENGINEER, SHALL FURNISH CERTIFIED OF THE BASE METALS LISTED IN AASHO DESIGNATION M -36. THE GAUGE OF SHEETS, THAT ALL PIPE SO FURNISHED UNLESS SPECIFIEDy SHALL CONFORM TO THE FOLLOWING: THE ABOVE REQUIREMENTS. PIPE DIAMETER GAUGE NO. $" TO 24" INCLUSIVE 16 g" TO 6" INCLUSIVE 14 ' " TO 8" INCLUSIVE 12 54" To 66" INCLUSIVE 100 72" TO 96" INCLUSIVE 8 UNLESS OTHERWISE SPECIFIED ALL CONCRETE PIPE USED WITHIN THE STREET RIGHT - OF -WAY SHALL BE AT LEAST EQUAL TO A "D" LOADING OF 1500. ' THE "D" LOADING REFERRED TO ABOVE IS DEFINED.AS THE LOAD IN POUNDS PER LINEAL FOOT OF PIPE DIVIDED BY THE INTERNAL DIAMETER OF THE PIPE IN FEET WHICH THE PIPE WILL A CRACK GREATER WITHSTAND UNDER THE THAN C.0{ INCH IN ASTM THREE -EDGE BEARING TEST, WITHOUT PRODUCING WIDTH. PR .I OR TO START-] NG WORKS OR AT ANY TIME DURING CONSTRUCT I ONE THE MANUFACTURER ' SUPPLYING THE PIPES IF SO REQUESTED BY THE ENGINEER, SHALL FURNISH CERTIFIED TEST REPORTS THAT ALL PIPE SO FURNISHED MEETS THE ABOVE REQUIREMENTS. ' 17 -03. PAVEMENT REMOVAL AND REPLACEMENT: ALL PAVEMENT REMOVAL AND REPLACEMENT, UNLESS OTHERWISE SPECIFIED SHALL BE IN ACCORDANCE WITH SECTION 16 -03 AND 16 -O8 ' OF THESE SPECIFICATIONS. 17-o4. EXCAVATION AND BACKFILL: ALL EXCAVATION AND BACKFILL SHALL BE IN ' ACCORDANCE WITH SECTIONS I -0 AND 16 -07 OF THESE SPECIFICATIONS. 17 -05. PIPE LAYING: AT THE TIME OF LAYING PIPE, THE PREPARED TRENCH SHALL BE ' IN A REASONABLY DRY CONDITION. IF ORDERED BY THE ENGINEER, SATURATED MATERIAL SHALL BE REMOVED FROM THE TRENCH AND THE SPACE BACKFILLED WITH SUITABLE MATERIAL APPROVED BY HIM. ' NECESSARY FACILITIES SHALL BE PROVIDED FOR LOWERING AND PROPERLY PLACING THE SECTION OF PIPE IN THE TRENCH WITHOUT DAMAGE- ' THE PIPE SHALL BE LAID CAREFULLY TO THE LINES AND GRADES GIVEN AND THE PIPE SECTIONS CLOSELY JOINTED TO FORM A SMOOTH FLOW LINE- ALL PIPE SHALL BE LAID UPGRADE WITH THE BELL POINTING UPGRADE- ' 17 -06. JOINTING: ALL JOINTS SHALL BE MADE IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE SPECIFIED IN THESE SPECIFICATIONS. ' JOINTS FOR CAST IRON SOIL PIPE SHALL BE IN ACCORDANCE WITH SECTION 19 OF THESE SPECIFICATIONS. ' JOINTS.FOR VITRIFIED CLAY SEWER PIPE SHALL BE IN ACCORDANCE WITH SECTION 16 OF THESE SPECIFICATIONS. JOINTS FOR CORRUGATED METAL PIPE SHALL BE OF THE SAME MATERIAL AS THE PIPE. ' UNLESS OTHERWISE SPECIFIED, STANDARD COUPLING BANDS OF 5 CORRUGATIONS IN WIDTH SHALL BE USED. ' FOR PIPES UNDER ZI INCHES IN DIAMETER THE OUTSIDE OF THE GROOVE END SHALL BE BUTTERED WITH STIFF MORTAR BEFORE THE NEXT SECTION OF PIPE IS RAMMED HOME - .THE INSIDE OF THE JOINT SHALL THEN BE WIPED CLEAN OF EXCESS MORTAR AND THE OUTSIDE ' OF THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. FOR PIPES OVER ZI INCHES IN DIAMETER NO JOINTS SHALL BE MORTARED BEFORE THE NEXT TWO JOINTS IN ADVANCE ARE LAID. THE ENTIRE ANNULAR SPACE IN THE INSIDE JOINT SHALL BE FILLED WITH MORTAR, 1 MORTAR JOINTS SHALL BE COMPOSED OF NOT LESS THAN ONE PART PORTLAND CEMENT ' TO TWO PARTS OF CLEAN WELL GRADED SAND OF SUCH SIZE THAT ALL WILL PASS A NO. 8 SIEVE- , THE CONSISTENCY OF THE LAYING MORTAR SHALL BE SUCH AS TO ADHERE TO THE ENDS OF THE PIPE WHILE BEING LAID AND MAY BE EASILY SQUEEZED OUT OF THE JOINT WHEN THE PIPE SECTIONS ARE PRESSED TOGETHER. ' IMMEDIATELY BEFORE PLACING EACH SECTION OF PIPE IN FINAL POSTION FOR JOINTING, THE BEDDING FOR THE PIPE SHALL BE CHECKED FOR FIRMNESS AND UNIFORMITY OF SURFACE. IN ADVANCE OF JOINTING SECTIONS OF PIPE, THE ENDS OF EACH SECTION SHALL BE WASHED CLEAN WITH A WET BRUSH, AND IMMEDIATELY PRIOR TO PLACING MORTAR AND JOINTING THE SECTIONS, THE ENDS SHALL BE THOROUGHLY WETTED. ' FREE WATER SHALL NOT BE ALLOWED TO COME IN CONTACT WITH THE PIPE LINE UNTIL THE MORTAR IN THE JOINTS HAS SET AT LEAST 24 HOURS. ' FOR PIPES UNDER ZI INCHES IN DIAMETER THE OUTSIDE OF THE GROOVE END SHALL BE BUTTERED WITH STIFF MORTAR BEFORE THE NEXT SECTION OF PIPE IS RAMMED HOME - .THE INSIDE OF THE JOINT SHALL THEN BE WIPED CLEAN OF EXCESS MORTAR AND THE OUTSIDE ' OF THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. FOR PIPES OVER ZI INCHES IN DIAMETER NO JOINTS SHALL BE MORTARED BEFORE THE NEXT TWO JOINTS IN ADVANCE ARE LAID. THE ENTIRE ANNULAR SPACE IN THE INSIDE JOINT SHALL BE FILLED WITH MORTAR, 1 -O6. CONTD. POINTED AND WIPED CLEAN OF EXCESS MORTAR. IN THE EVENT THE ENTIRE TRENCH BACK - FILL IS TO BE COMPACTED BY MECHANICAL MEANS NO JOINT SHALL BE MORTARED UNTIL THE COMPACTION IS COMPLETED. IN ALL CASES THE INSIDE JOINT SHALL BE FILLED WITH MORTAR IN SUCH A MANNER AS TO INSURE A STRONG WATER -TIGHT JOINT. OTHER TYPES OF APPROVED JOINTS WILL BE PERMITTED IF ACCEPTABLE TO THE ENGINEER. 11 -07. DRAINAGE STRUCTURES: MANHOLES, CATCH BASINSp LOCAL DEPRESSIONS AND OTHER DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AT THE LOCATION AND BE OF THE TYPE OR DESIGN SHOWN OR REFERRED TO ON THE DRAWINGS. ALL MANHOLES AND CATCH BASINS SHALL BE FITTED WITH STANDARD FRAMES AND COVERS. MANHOLES SHALL BE IN ACCORDANCE WITH SECTION 16 -09 OF THESE SPECIFI- CATIONS. I 18-05. TRANSFORMERS: ON MERCURY VAPOR STREET LIGHT SYSTEMS TRANSFORMERS SHALL ' BE FURNISHED TO MAKE THE LAMPS OPERATE PROPERLY AND WITHOUT EXCESSIVE HEATING, FROM THE EXISTING 6.6 AMPERE, CONSTANT CURRENT, SERIES TYPE STREET LIGHT CIRCUIT. THE WIRING OF THE CIRCUITS SHALL BE DONE IN A WATER -PROOF MANNER. ALL EXPOSED ' ENDS SHALL BE KEPT TAPED DURING CONSTRUCTION. ALL UNITS SHALL BE PROPERLY BONDED, GROUNDED AND INSTALLED IN A STANDARD PULL BOX) UNLESS OTHERWISE SPECIFIED. ' 18-06. CONDUIT: ALL CONDUCTORS SHALL BE RUN IN CONDUITS> EXCEPT FOR OVERHEAD AND TEMPORARY INSTALLATIONS AND WHERE CONDUCTORS ARE RUN INSIDE POLES. THE CONDUIT IN THE PAVED PORTION OF STREETS SHALL BE LAID NOT LESS THAN 30 INCHES BELOW THE TOP OF THE EXISTING STREET SURFACE. CONDUIT IN PARKWAYS SHALL BE LAID NOT LESS THAN 4 INCHES BELOW GUTTER SUB -GRADE AND 3 INCHES BEHIND BACK OF CURB, NO JACKING OF CONDUIT WILL BE PERMITTED WITHOUT SPECIAL PERMISSION. 1 SECTION 18 ' STREET LIGHTING 18 -OI. SCOPE: THE WORK COVERED BY THIS SECTION INCLUDES ALL PLANT, LABOR, MATERIALS, EQUIPMENT AND ALL INCIDENTAL WORK AND SERVICES REQUIRED IN CONNEC- TION WITH THE CONSTRUCTION OF A COMPLETE STREET LIGHTING SYSTEM IN OPERATION ' AND IN ACCORDANCE WITH THE SPECIFICATIONS AND APPLICABLE DRAWINGS. ALL INCIDENTAL PARTS WHICH ARE NOT SHOWN ON THE PLANS, OR SPECIFIED, AND WHICH ARE NECESSARY TO COMPLETE THE LIGHTINGP SHALL BE FURNISHED AND INSTALLED AS THOUGH SUCH PARTS WERE SHOWN ON THE PLANS OR SPECIFIED. 18 -02. SERVICING UTILITY COMPANY: BEFORE COMMENCING WORK THE CONTRACTOR SHALL CONTACT THE SERVICING UTILITY COMPANY FOR ANY REQUIREMENTS REGARDING THEIR ' DISTRIBUTION AND TRANSMISSION CONSTRUCTION METHODS. 18-03. LUMINAIRES AND LIGHTING STANDARDS: LUMINAIRES AND LIGHTING STANDARDS SHALL BE OF THE MAKE AND KIND SHOWN ON THE PLANS OR SPECIFIED IN THE SPECIAL PROVISIONS. 18-o4. CONCRETE FOUNDATIONS: CONCRETE FOUNDATIONS SHALL BE OF THE SIZE AND ' KIND SHOWN ON THE PLANS. CONCRETE SHALL BE CLASS "Bn PORTLAND CEMENT CONCRETE CONFORMING TO SECTION 13 OF THESE SPECIFICATIONS. SIDEWALK REMOVED TO ACCOM- MODATE FOUNDATIONS SHALL BE SAW -CUT SQUARE OR REMOVED TO SCORE MARK, FOUNDATIONS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM DRIVEWAY APPROACHES OR FIRE HYDRANTS, STREET LIGHT STANDARDS SHALL NOT BE PLACED ON THE FOUNDATIONS UNTIL AT LEAST THREE DAYS AFTER POURING. THE CENTERLINE OF THE STANDARDS SHALL BE 24 INCHES BACK OF THE CURB FACE. STANDARDS MUST BE PLUMB AND IN LINE WITH ' MAST ARMS AT RIGHT ANGLES TO THE CENTERLINE OF THE STREET AND SPACED AS SHOWN ON THE PLANS. AFTER PLUMBING THE STANDARDS THE BASE SHALL BE GROUTED AND GIVEN ' A FINISHED SURFACE FLUSH WITH THE CURB AND SIDEWALK, AND CURED WITH AN APPROVED CURING COMPOUND. 18-05. TRANSFORMERS: ON MERCURY VAPOR STREET LIGHT SYSTEMS TRANSFORMERS SHALL ' BE FURNISHED TO MAKE THE LAMPS OPERATE PROPERLY AND WITHOUT EXCESSIVE HEATING, FROM THE EXISTING 6.6 AMPERE, CONSTANT CURRENT, SERIES TYPE STREET LIGHT CIRCUIT. THE WIRING OF THE CIRCUITS SHALL BE DONE IN A WATER -PROOF MANNER. ALL EXPOSED ' ENDS SHALL BE KEPT TAPED DURING CONSTRUCTION. ALL UNITS SHALL BE PROPERLY BONDED, GROUNDED AND INSTALLED IN A STANDARD PULL BOX) UNLESS OTHERWISE SPECIFIED. ' 18-06. CONDUIT: ALL CONDUCTORS SHALL BE RUN IN CONDUITS> EXCEPT FOR OVERHEAD AND TEMPORARY INSTALLATIONS AND WHERE CONDUCTORS ARE RUN INSIDE POLES. THE CONDUIT IN THE PAVED PORTION OF STREETS SHALL BE LAID NOT LESS THAN 30 INCHES BELOW THE TOP OF THE EXISTING STREET SURFACE. CONDUIT IN PARKWAYS SHALL BE LAID NOT LESS THAN 4 INCHES BELOW GUTTER SUB -GRADE AND 3 INCHES BEHIND BACK OF CURB, NO JACKING OF CONDUIT WILL BE PERMITTED WITHOUT SPECIAL PERMISSION. 1 ' I8-06. CONTO. THE CONTRACTOR SHALL EXERCISE NECESSARY PRECAUTIONS TO PREVENT THE ACCUMU- LATION OF WATER, DIRT OR OTHER FOREIGN MATERIALS IN THE CONDUIT DURING THE EXECUTION OF THE WORK. CONDUITS IN WHICH WATER OR OTHER FOREIGN MATERIALS HAVE ACCUMULATED SHALL BE THOROUGHLY CLEANED OR THE CONDUIT REPLACED WHERE SUCH ' ACCUMULATION CANNOT BE REMOVED BY METHODS APPROVED BY THE ENGINEER. CONDUIT BENDS IN A VERTICAL PLANE MAY BE FACTORY MADE WITH A RADIUS OF NOT ' LESS THAN IZ INCHES. WHERE FACTORY BENDS ARE NOT USED, CONDUIT MAY BE FIELD - BENT, WITHOUT FLATTENING OR CRIMPING, TO A RADIUS OF NOT LESS THAN 15 INCHES. BENDS IN A HORIZONTAL PLANE SHALL HAVE A RADIUS OF NOT LESS THAN 30 INCHES. ' ENDS OF CONDUIT IN STANDARDS SHALL EXTEND ONE INCH ABOVE CURB GRADE AND SHALL SLANT TOWARD THE ACCESS OPENING. CONDUIT ENTERING PULL BOXES SHALL TERMINATE Z INCHES INSIDE THE BOX WALLS NOT LESS THAN 5 INCHES ABOVE THE BOTTOM AND SLOPED TO FACILITATE PULLING OF CONDUCTORS. CONDUIT THROUGH BOTTOM ' OF BOX SHALL BE LOCATED NEAR THE END WALLS AND SHALL TERMINATE 5 INCHES ABOVE BOTTOM OF BOX. AFTER CABLE INSTALLATION ALL CONDUIT ENDS SHALL BE PACKED WITH OAKUM OR OTHER SUITABLE MATERIAL. PACKING MUST BE REMOVABLE. MAXIMUM CONDUIT RUN BETWEEN POLES OR PULL BOXES SHALL NOT EXCEED ZOO FEET. (I) METAL CONDUIT: UNLESS OTHERWISE SPECIFIED ALL CONDUIT SHALL BE RIGID METAL TYPE, CONFORMING TO THE PROVISIONS OF THE CODE AND THE UNDER- ' WRITERS LABORATORIES SPECIFICATIONS FOR RIGID STEEL CONDUIT. ALL METAL CONDUIT SHALL BE ENCASED IN INERT MATERIAL. ' ALL CONDUIT THREADS SHALL BE TREATED WITH AN APPROVED PIPE PASTE BEFORE SCREWING TOGETHER. WHEN NIPPLES OR PIECES OF CONDUIT ARE CUT, THE ENDS SHALL BE SQUARE AND TRUE' SO THAT THE ENDS WILL BUTT OR COME TOGETHER EVENLY WHEN THE COUPLING IS SCREWED UP. GROUND BUSHINGS SHALL BE USED ON CONDUIT ENDS IN POLES AND IN PULL BOXES, AND CONNECTED TOGETHER WITH N0. 8 OR LARGER WIRE TO FORM A CONTINUOUS ' GROUND. ONE ANCHOR BOLT OF EACH POLE MUST BE GROUNDED TO THE BUSHING. CON- DUIT SHALL BE GROUNDED EVERY 400 FEET TO A METAL WATER PIPE OR STANDARD GROUND ROD. FOUR INCHES OF GROUND ROD AND GROUND CONNECTION MUST BE VISIBLE IN PULL BOXES. (Z) PLASTIC CONDUIT: WHEN SPECIFIED IN THE SPECIAL PROVISIONS ' OR ON THE_PLANS, THE CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT. THE RIGID, POLYVINYL CHLORIDE CONDUIT SHALL BE EXTRUDED STANDARD WALLS SCHEDULE 40, ELECTRICAL CONDUIT AND EACH LENGTH SHALL BEAR THE LABEL OF UNDERWRITERS LABORATORIES, INC- THE CONDUIT SHALL BE OF THE SIZE OR SIZES INDICATED ON THE PLANS. ' A BARE ND. 6 AWG COPPER WIRE SHALL BE RUN CONTINUOUSLY IN ALL RIGID POLYVINYL CHLORIDE CONDUIT USED FOR SERIES LIGHTING, AND A BARE NO. S AWG COPPER WIRE SHALL BE RUN CONTINUOUSLY IN ALL OTHER CIRCUITS FOR BONDING PURPOSES. RIGID POLYVINYL CHLORIDE CONDUIT SHALL BE CUT WITH A HACK -SAW, ALL ENDS SQUARED AND TRIMMED AFTER CUTTING TO REMOVE ROUGH EDGES. ALL CONNECTIONS SHALL BE OF THE SOLVENT WELD TYPE. ' SOLVENT WELD JOINTS SHALL BE MADE IN ACCORDANCE WITH THE CONDUIT MANUFACTURERS RECOMMENDATIONS. 18-06. CONTD. ' RIGID POLYVINYL CHLORIDE CONDUIT SHALL BE USED FOR UNDERGROUND INSTALLATIONS ONLY AND ALL CONDUIT ABOVE GROUND SHALL BE RIGID METAL TYPE. ' POLYVINYL CHLORIDE FITTINGS FOR CONNECTING POLYVINYL CHLORIDE CONDUIT TO RIGID METAL CONDUIT SHALL BE THREADED ON THE METAL ' CONDUIT SIDE. 18 -07. CABLE: THE CABLE SHALL BE THERMOPLASTIC SYNTHETIC INSULATED CABLE FOR SERIES STREET LIGHTING SERVICE, AND SHALL BE GENERAL ELECTRIC "FLAMENOL" 5000 VOLTS 10/64 INSULATION, #8 A.W.G. OR EQUAL. ALL CABLE SHALL BE DELIVERED TO THE JOB ON THE ORIGINAL FACTORY REELS, ' PROPERLY PROTECTED AND SEALED. LEFT OVER PIECES FROM OTHER JOBS WILL NOT BE ACCEPTABLE. THE CABLE SHALL BE PULLED INTO THE CONDUIT DIRECTLY FROM THE ORIGINAL:REEL. HAND POWER ONLY SHALL BE USED IN PULLING CABLES WITH BOTH THE CONDUCTOR AND SHEATH CONNECTED TO THE PULLING WIRE OR CABLE SO AS TO PUT AN EQUAL STRAIN ON BOTH. THE CABLE SHALL BE INSTALLED IN ALL CONDUIT AND CONNECTED TO THE STANDARDS SO AS TO FORM A COMPLETE SERIES LOOP CIRCUIT. CABLE SHALL NOT BE CUT IN THE BASE OF THE STANDARDS, BUT SHALL EXTEND DIRECTLY TO THE LAMP. EACH CABLE SHALL HAVE Z FEET OF EXCESS CABLE NEATLY COILED AND SUSPENDED IN ' THE BASE OF THE STANDARD. NO SPLICES WILL BE PERMITTED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. CABLE SPLICES WILL NOT BE.PERMITTED IN PULL -BOXES IF A CONTINUOUS CABLE RUN IS POSSIBLE BETWEEN STANDARDS. WRAPPING SPLICES - FIRST WRAPPING SHALL BE LAYERS MINIMUM, OF RUBBER SPLICING COMPOUND DUTCH BRAND, OR APPROVED EQUAL EXTENDING A MINIMUM OF 2 INCHES EACH SIDE OF CONNECTION. SECOND WRAPPING SHALL BE A MINIMUM OF 3 LAYERS OF SCOTCH BRAND N0. 33 TAPE, OR APPROVED EQUAL. SECOND WRAP SHALL EXTEND ONE INCH PAST BOTH ENDS OF RUBBER WRAP. COMPLETE SPLICE SHALL BE PAINTED WITH P. & B. PAINT, OR APPROVED EQUAL. 18-08. PULL BOXES: THE PULL BOXES SHALL BE CONCRETE PULL BOXES FOR USE IN ' STREET LIGHTING INSTALLATIONS. THE PULL BOXES SHALL BE TYPE 3z WITH COVER FASTENED DOWN WITH 3/8 "BRASS BOLTS AS MANUFACTURED BY THE FRASER CEMENT , PRODUCTS COMPANY, LOS ANGELES CALIFORNIA, OR EQUAL. THE COVER SHALL BE ' INSCRIBED "HIGH VOLTAGE STREET LIGHTING ". 18 -09. EXCAVATION AND BACKFILL: THE EXCAVATION REQUIRED FOR THE INSTAL- LATION OF CONDUITS FOUNDATIONS, ETC., SHALL BE DONE IN SUCH A MANNER AS TO , CAUSE THE LEAST INJURY POSSIBLE TO THE WALKS, PAVEMENT, TREES ETC. IN EVENT OF SUCH INJURY THE CONTRACTOR SHALL REPLACE OR REPAIR THE DAMAGED ITEM IN A MANNER SATISFACTORY TO THE ENGINEER. AFTER THE TRENCH HAS BEEN BACKFILLED, ' IT SHALL BE FLOODED WITH WATER AND THOROUGHLY SETTLED. ANY SURPLUS DIRT . SHALL BE REMOVED AND THE SURFACE OF THE GROUND LEFT SMOOTH AND LEVEL WITH THE TOP OF THE CURB. I ' 18 -10. RESTORING STREET SURFACE AND CEMENT WORK: ALL STREET PAVEMENT AND CEMENT CURB OR SIDEWALK REMOVED OR DAMAGED DURING THE CONSTRUCTION OF THE ' LIGHTING SYSTEM SHALL BE REPLACED IN ACCORDANCE WITH SECTION 16 -03 AND 16 -08 OF THESE SPECIFICATIONS. 18 -II. FEED POINT: THE CONTRACTOR SHALL FURNISH AND INSTALL ALL APPURTEN- ANCES AT THE FEED POINT, INCLUDING THOSE NECESSARY OR REQUIRED BY THE SOUTHERN CALIFORNIA EDISON COMPANY FOR COMPLETION OF THE POWER SUPPLY. ' THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE SOUTHERN CALIFORNIA EDISON COMPANY AND SHALL PAY ALL FEES NECESSARY TO COMPLETE THE CONNECTION AT THE FEED POINT. METERING INSTALLATION WILL BE FURNISHED BY SOUTHERN CALIFORNIA EDISON COMPANY. 18 -12. TEST: FINAL INSPECTION AND TEST SHALL BE MADE IN THE PRESENCE OF THE ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. THE TEST SHALL BE MADE ' UNDER CONDITIONS SIMULATING AS NEARLY AS PRACTICABLE, THOSE WHICH WILL BE OBTAINED IN OPERATION AND SHALL SHOW CONCLUSIVELY THAT THE REQUIREMENTS OF THE SPECIFICATIONS HAVE BEEN FULFILLED. ALL INSTRUMENTS REQUIRED FOR THE ' TEST SHALL BE FURNISHED BY THE CONTRACTOR. F u u LJ ' SECTION 19 ' WATER SYSTEM 19 -01. SCOPE: THE WORK COVERED BY THIS SECTION INCLUDES ALL PLANT, LABOR, ' MATERIALS, EQUIPMENT, EXCAVATION, BACKFILL� PAVEMENT REPLACEMENT, AND ALL INCI- DENTAL WORK AND SERVICES REQUIRED IN CONNECTION WITH THE CONSTRUCTION OF THE WATER MAIN AND FITTINGS SHOWN ON THE PLANS, AND AS SPECIFIED IN THESE SPECIFI- CATIONS AND THE SPECIAL PROVISIONS. 19 -02. PIPING MATERIALS: ALL PIPE AND FITTINGS SHALL BE FURNISHED WITH PROTECTIVE COATINGS AND SHALL BE OF THE SIZE AND KIND SPECIFIED AND/OR SHOWN ON THE DRAWINGS. ALL MATERIALS SHALL MEET THE FOLLOWING REQUIREMENTS: (1) ASBESTOS CEMENT PIPE AND FITTINGS: UNLESS OTHERWISE SPECIFIED, ALL ' WATER MAINS SHALL BE CLASS 150 ASBESTOS- CEMENT WATER PIPE AND SHALL CONFORM TO THE AMERICAN. WATER WORKS ASSOCIATION STANDARD C4OO, INCLUDING THE LATEST REVISIONS, FOR CLASS 150 PIPE. THE FITTINGS FOR ASBESTOS - CEMENT PIPE, UNLESS OTHERWISE SPEC- ' IFIED SHALL BE SHORT -BODY CAST IRON CONFORMING.TO ASA DESIGNATION: A21.10. (2) CONCRETE STEEL CYLINDER PIPE: UNLESS OTHERWISE SPECIFIED CONCRETE STEEL CYLINDER PIPE SHALL BE CLASS 150 AND SHALL CONFORM TO FEDERAL SEPCIFICATIONS ' ss -P -381. (3) MORTAR -LINED AND COATED STEEL PIPE: CONCRETE LINED AND COATED STEEL ' PIPE SHALL BE AS SPECIFIED IN THE SPECIAL PROVISIONS. (4) WELDED STEEL PIPE AND FITTINGS: WELDED STEEL PIPE, UNLESS OTHERWISE t SPECIFIED SHALL BE 3/16 OF AN INCH IN THICKNESS CONFORMING TO THE REQUIREMENTS OF THE AWWA DESIGNATION: C -201 AND C-202. UNLESS OTHERWISE SPECIFIED, THE PIPE'S INTERIOR SURFACE SHALL BE CENTRIFUGALLY LINED WITH A -E INCH LINING OF CEMENT MORTAR, AND THE EXTERIOR SURFACE SHALL BE GIVEN A SLING COAT OF ASPHALT AND A COV- ERING OF 40 -POUND ASPHALTED RAG FELT. WELDED STEEL FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS FOR FACTORY MADE WROUGHT CARBON STEEL AND FERRITIG ALLOY STEEL WELDED FITTINGS (ASTM DESIGNATION: A- 234 -52). ' (5) CAST IRON PIPE AND FITTINGS: CAST IRON PIPE, UNLESS OTHERWISE SPECIFIED, SHALL BE CLASS 150, FEDERAL SPECIFICATIONS No•.WW- P -421A, STANDARD WEIGHT, THIN CEMENT -LINED WITH BELL AND SPIGOT END CONNECTIONS. ' CAST IRON F- ITTINGS SHALL BE SHORT -BODY, CEMENT LINED WITH RUBBER RING OR HUB ENDS AND SHALL CONFORM TO THE REQUIREMENTS OF ASA DESIGNATION: A21.10. ALL RUBBER RING JOINTS SHALL CONFORM TO THE PIPE MANUFACTURERS SPECIFICATIONS AND SHALL BE ' FREE FROM ROUGH SPOTS AND SHARP EDGES. (6) GALVANIZED STEEL PIPE AND FITTINGS: GALVANIZED STEEL PIPE SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR BLACK AND HOT- ' DIPPED ZINC - COATED (GALVANIZED) WELDED AND SEAMLESS STEEL PIPE FOR ORDINARY USES (ASTM DESIGNATION: A120 -54). ' GALVANIZED MALLEABLE IRON SCREW FITTINGS CONFORMING TO THE 125 -POUND STANDARD SHALL BE USED WITH GALVANIZED SCREWED PIPING. ' 19 -02. CONT'D. ' (7) FIRE HYDRANTS: FIRE HYDRANTS SHALL BE OF THE SIZE SHOWN ON THE PLANS BUT NOT LESS THAN CHES IN SIZE. FIRE HYDRANTS..SHALL' BE.�QUIPPE D WITH TWO 2j INCH OUTLETS, ONE 4 INCH OUTLET, NATIONAL STANDARD THREADS ON OUTLETS$ "0" RINGS', AND 1i INCH PENTAGON NUTS ON THE OUTLET CAPS AND VALVE OPERATING ROD. FIRE HYDRANTS SHALL BE RENSSELAER LIST 90A, IOWA F5100P, OR PACIFIC STATES FIG. 200. ALL FIRE HYDRANTS SHALL BE PAINTED YELLOW. (8) GATE VALVES: GATE VALVES SHALL EQUAL OR EXCEED THE REQUIREMENTS ESTABLISHED BY SPECIFICATIONS OF THE AMERICAN WATER WORKS ASSOCIATION, AND CONFORM TO FEDERAL SPECIFICATIONS WW -V -58, TYPE 11, CLASS A. THEY SHALL BE ' IOWA LIST 14, RENSSELAER LIST 13A, OR RICH SERIES 20 ' UNLESS OTHERWISE SPECIFIED, THEY SHALL BE IRON BODY, BRONZE MOUNTED, WITH 0" RINGS, WITH CADMIUM PLATED BOLTS, OPERATING NUT AND RUBBER RING OR HUB ENDS. RUBBER RING ENDS SHALL CONFORM TO THE PIPE MANUFACTURERS SPECIFICATIONS. VALVES INSTALLED AT END OF MAINS SHALL BE CAPPED OR PLUGGED. (9) BUTTERFLY VALVES: BUTTERFLY VALVES SHALL BE EQUAL TO OR EXCEED THE REQUIREMENTS ESTABLISHED BY THE SPECIFICATIONS OF THE AMERICAN WATER WORKS ASSOCIATION, DESIGNATION: 0504 -58. UNLESS OTHERWISE SPECIFIED, THEY SHALL BE ' CLASS 125, MANUALLY OPERATED VALVES. ' VALVES SHALL BE INSTALLED IN A VAULT OR MANHOLE WITH AN ADJACENT COUPLING FOR EASY REMOVAL. VALVES SHALL BE CLEANED AND GIVEN A PROTECTIVE COATING OF PAINT. THE VAULT OR MANHOLE SHALL BE PROVIDED WITH A SUITABLE VENT AND DRAIN. (10) VALVE BOXES: VALVE BOXES FOR VALVES 12 INCHES AND SMALLER SHALL ' BE BROOKS PRODUCTS, INC., VALVE BOX NO. 4 TT. (11) SERVICES: ALL SERVICES UNLESS OTHERWISE SPECIFIED SHALL BE ' SINGLE, 1 INCH DIAMETER AND SHALL RUN TO THE BACK OF THE CURB. MATERIAL FOR THE SERVICES SHALL CONSIST OF THE FOLLOWING: ' (A) DOUBLE FLAT BRONZE STRAP SERVICE CLAMP, JAMES JONES NO. J -959 WITH CS THREAD OR APPROVED EQUAL. `B) ONE INCH TYPE "V COPPER TUBING CONFORMING TO ASTM ' DESIGNATION: W. (C) ONE INCH CORPORATION STOPS JAMES JONES No. J -1500, ' MUELLER H -15000 FULL OPENING, OR PUBCO C 2700. (D) ONE INCH COPPER TO METERS ANGLE METER STOP, JAMES JONES No. J -1524, MUELLER H -14250 OR PUBCO C 2236. .. UNLESS OTHERWISE SPECIFIED, ALL SERV "YCES SHALL BE CONSTRUCTED ' AT RIGHT ANGLES TO THE WATER MAIN. (12) VICTAULIC COUPLINGS: UNLESS OTHERWISE SPECIFIED, VICTAULIC COUPLINGS SHALL BE DESIGNED FOR A WATER WORKING PRESSURE OF NOT LESS THAN 150 P.S.I. THEY SHALL BE EQUIPPED WITH RUBBER GASKETS FOR WATER SERVICE AND SHALL BE DESIGNED FOR USE WITH PIPE WHICH HAS BEEN BANDED AND MACHINED TO THE DIMENSIONS OF CLASS A SHOULDERED -END CAST IRON PIPE. BOLTS USED IN VICTAULIC COUPLINGS SHALL ' BE OF ALLOY STEEL. ' ASBESTOS- CEMENT PIPELINES 19 -02. CONTD. ' (13) SLEEVE -TYPE COUPLINGS: UNLESS OTHERWISE SPECIFIED, ALL WIRE LAID ALONG THE SLEEVE -TYPE COUPLINGS SHALL BE CAST IRON WITH STAINLESS STEEL BOLTS. COUPLINGS THE SHALL BE DRESSER STYLE 53, BAKER CAST COUPLINGS OR EQUAL. ' 19 -03. PAVEMENT REMOVAL AND REPLACEMENT: ALL CONCRETE PAVEMENT, CURBS, GUTTERS, OF THE SAME KIND OF DRIVEWAYS, AND SIDEWALKS TO BE REMOVED SHALL BE CUT WITH A CONCRETE SAW TO A ' MINIMUM DEPTH OF ONE INCH - BE SPACED NOT MORE THAN ALL PAVEMENT REMOVAL AND REPLACEMENT UNLESS OTHERWISE SPECIFIED, SHALL BE 13 FEET APART. THE IN ACCORDANCE WITH SECTION 16 -03 AND 16 -0A OF THESE SPECIFICATIONS. ' IS TO BE USED IN THE FUTURE AS A MEANS OF 19 -014. EXCAVATION AND BACKFILL: ALL EXCAVATION AND BACKFILL SHALL BE IN LOCATING THE PIPE WITH ACCORDANCE WITH THE SECTION 16-04 AND 16 707 OF THESE SPECIFICATIONS. UNLESS ELECTRONIC OTHERWISE PROVIDED, THE MINIMUM COVER OVER THE TOP OF THE PIPE SHALL BE 30,INCHES- 19-05. PIPE LAYING AND JOINTING: PIPE SECTIONS SHALL BE LAID IN THE TRENCH ' TO TRUE ALIGNMENT AND GRADE. PIPE SHALL BE SO LAID THAT ALL "HIGH" OR "LOW fl POINTS ARE LOCATED AT FIRE HYDRANTS OR AIR RELEASE VALVES. EXCEPTIONAL CARE SHALL BE TAKEN IN PLACING THE PIPE AND MAKING THE FIELD JOINTS. CONCRETE THRUST BLOCKS SHALL BE PROVID ED AT THE LOCATIONS AND IN THE SIZES SPECIFIED AND/OR SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL INSTALL PIPE FITTINGS, VALVES AND APPURTENANCES SHOWN, ' INCLUDING PIPE SUPPORTS, BOLTS, NUTS, GASKETS AND JOINTING MATERIALS. ALL EXPOSED PIPING SHALL BE ADEQUATELY SUPPORTED WITH DEVICES OF APPROPRIATE ' DESIGN. WHERE DETAILS ARE SHOWN, THE SUPPORTS SHALL CONFORM THERETO AND SHALL BE PLACED AS INDICATED, PROVIDED, THAT THE SUPPORT FOR ALL PIPING SHALL BE COMPLETE AND.ADEQUATE AS HEREIN SPECIFIED, REGARDLESS OF WHETHER SUPPORTING DEVICES ARE SPECIFICALLY CALLED FOR. AT ALL TIMES WHEN THE WORK OF INSTALLING PIPE IS NOT IN PROGRESS, ALL OPENINGS INTO THE PIPE AND THE ENDS OF THE PIPE IN THE TRENCHES OR STRUCTURE SHALL BE KEPT TIGHTLY CLOSED TO PREVENT ENTRANCE OF ANIMALS AND FOREIGN ' MATERIALS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT THE PIPE FROM FLOATING DUE TO WATER ENTERING THE TRENCH FROM ANY SOURCE, SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE DUE TO WATER ENTERING THE TRENCH FROM ANY SOURCE, SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE DUE TO THIS CAUSE AND SHALL AT HIS OWN EXPENSE RESTORE AND REPLACE THE PIPE TO ITS - SPECIFIED CONDITION AND GRADE IF IT IS DISPLACED DUE TO FLOATING. THE CONTRACTOR SHALL MAINTAIN THE INSIDE OF THE PIPE FREE FROM FOREIGN MATERIALS ' AND IN A CLEAN AND SANITARY CONDITION UNTIL ITS ACCEPTANCE BY THE CITY. ' ALL FLANGES SHALL BE INSTALLED WITH THE BOLT HOLES STRADDLING THE VERTICAL CENTERLINE, OR - -IN CASES WHERE THE RUN IS VERTICAL - -THE BOLT HOLES SHALL STRADDLE THE CENTERLINE WHICH IS PERPENDICULAR TO THE ADJACENT WALL. ASBESTOS- CEMENT PIPELINES SHALL BE PROVIDED WITH N0. 14 AWG BARE COPPER WIRE LAID ALONG THE TOP OF THE PIPE AND HELD IN PLACE WITH TIES OR HITCHES OF THE SAME KIND OF WIRE. THE TIES OR HITCHES SHALL BE SPACED NOT MORE THAN 13 FEET APART. THE COPPER WIRE IS TO BE USED IN THE FUTURE AS A MEANS OF ' LOCATING THE PIPE WITH AN ELECTRONIC -TYPE PIPE LOCATOR. 19 -05. CONTD. ALL JOINTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFAC- TURER'S RECOMMENDATIONS, AND SHALL BE PROVIDED WITH A PROTECTIVE COATING AT LEAST EQUAL TO THE PROTECTIVE COAT ON THE PIPE BEING JOINED. (1) WELDED JOINTS: ALL FIELD- WELDED JOINTS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR FIELD WELDING OF STEEL WATER PIPE JOINTS AMERICAN WATER WORKS ASSOCIATION DESIGNATION: C -2o6. (2) LEAD JOINTS: THE PACKING MATERIAL FOR LEAD JOINTS SHALL BE DRY, FREE OF OIL, TARS OR GREASY SUBSTANCE AND SHALL CONFORM TO THE MATERIAL REQUIREMENTS IN THE STANDARD FOR INSTALLATION OF CAST -IRON WATER MAINS (AMERICAN WATER WORKS ASSOCIATION DESIGNATION: C -600.) BEFORE CAULKING AND RUNNING THE LEADS THE JOINTS SHALL BE CAREFULLY WIPED OUT TO MAKE THEM CLEAN AND DRY. THE JOINT SHALL BE THOROUGHLY CAULKED WITH A GASKET OF WELL- TWISTED OR BRAIDED OAKUM FIRMLY BOTTOMED IN THE BELL. THE JOINT SHALL BE RUN FULL AT ONE POURING, AND THE MELTING POT SHALL BE KEPT WITHIN 50 FEET OF THE JOINT TO BE POURED. THE JOINTS SHALL BE CAULKED BY COMPETENT MEN. CAULKING SHALL BE FAITH- ' FULLY EXECUTED AND IN SUCH A MANNER AS TO SECURE A WATER -TIGHT JOINT WITHOUT OVER - STRAINING THE IRON OF THE BELL. THE LEAD, AFTER COMPLETING THE JOINT, SHALL BE FLUSH WITH THE FACE OF THE BELL AND HAVE A UNIFORM DEPTH. ' THE AMOUNTS OF MATERIALS USED IN MAKING LEAD JOINTS SHALL BE AS FOLLOWS: ' PIPE DIAMETER APPROX. POUNDS OF LEAD APPROX.POUNDS OF OAKUM 6" 11.25 0.3I 8" 14.50 0.44 loll 17.50 0.53 12" 20.50 0.61 ' 19 -06. BACKFILLING: ALL BACKFILLING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 17 -07 OF THESE SPECIFICATIONS. 19 -07. CASED CROSSINGS: ALL CASED CROSSINGS SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 17 -13 OF THESE SPECIFICATIONS- 19-08, TEST FOR LEAKAGE: THE CONTRACTOR SHALL TEST ALL PRESSURE PIPING IN THE PRESENCE OF THE ENGINEER. THE PIPE SHALL BE CENTER LOADED AND ALL JOINTS EXPOSED DURING THE TEST. THE TEST SHALL CONSIST OF HOLDING THE TEST PRESSURE IN EACH SECTION OF THE LINE TESTED FOR A PERIOD OF TWO HOURS. THE TEST PRESSURE AT THE LOWER END OF EACH SECTION OF LINE TESTED SHALL BE 225 P.S.1. UNLESS OTHERWISE SPECIFIED. THE WATER NECESSARY TO MAINTAIN THIS PRESSURE SHALL BE MEASURED THROUGH A METER OR BY OTHER MEANS SATISFACTORY TO THE ENGINEER. THE LEAKAGE SHALL BE CONSIDERED THE AMOUNT OF WATER ENTERING THE PIPE LINE DURING THE TEST, LESS THE MEASURED LEAKAGE THROUGH VALVES AND BULKHEADS. THIS LEAKAGE 19-08. CdNTD. SHALL NOT EXCEED 65 GALLONS PER INCH OF DIAMETER PER MILE PER 214 HOURS. ANY NOTICEABLE LEAKS SHALL BE STOPPED, AND ANY DEFECTIVE PIPE SMALL BE REPLACED WITH NEW SECTIONS. ALL LABORS MATERIALS TOOLS, AND EQUIPMENT FOR THE TESTING SHALL BE_ FURNISHED BY AND AT THE EXPENSE OF THE CONTRACTOR. 119 -09. DISINFECTING PIPE LINES: THE CONTRACTOR SHALL DISINFECT THE LINES BY CHLORINATION AFTER THE LINES HAVE BEEN TESTED FOR LEAKAGE; FLUSHED AND BEFORE THEY HAVE BEEN CONNECTED TO THE EXISTING SYSTEM, CHLORINATED WATER SHALL BE RETAINED IN THE PIPE LINE LONG ENOUGH TO DESTROY ALL NON- SPORE - FORMING BACTERIA. THIS PERIOD SHALL BE AT LEAST 214 HOURS. AFTER THE CHLORINE- TREATED WATER HAS BEEN RETAINED FOR THE REQUIRED TIMEI THE CHLORINE RESIDUAL AT THE PIPE EXTREMITIES AND AT OTHER REPRESENTATIVE POINTS SHALL BE AT LEAST 25 PPN. THIS PROCEDURE SHALL BE REPEATEDY IF NECESSARY, UNTIL SAMPLES OF WATER SHOW THE MAINS TO BE IN A STERILE CONDITION. DURING THE CHLORINATION ALL VALVES AND OTHER APPURTENANCES SHALL BE OPERATED WHILE THE PIPE LINE IS FILLED WITH HEAVILY CHLORINATED WATER. "ALL DISINFECTING PROCEDURES UNLESS OTHERWISE SPECIFIED SHALL BE IN ACCORDA(CE, WITH THE AMERICAN WATER WORKS ASSOCIATION DESIGNATION: C601 -514, "STANDARD PROCEDURE FOR DISINFECTING WATER MAINS." FOLLOWING CHLORINATION, ALL TREATED WATER SHALL BE THOROUGHLY FLUSHED FROM THE PIPE LINE AT ITS EXTREMITIES. 19 -10. CONNECTIONS TO EXISTING WATER MAINS: THE CONTRACTOR, BEFORE CONNECTING TO EXISTING MAINS, SHALL INQUIRE AT THE CITY OF NEWPORT BEACH WATER DEPARTMENT FOR ANY REQUIREMENTS REGARDING THE TAPPING OF THEIR DISTRIBUTION SYSTEM. WET CONNECTIONS SHALL BE MADE BY TAPPING THE EXISTING LINES WHILE THEY ARE UNDER PRESSURE, AND THE TAPPING PROCEDURE SHALL BE SCHEDULED $O AS NOT TO INTERFERE WITH THE NORMAL OPERATION OF THE EXISTING PIPE LINE. THE DRY CONNECTION TO EXISTING FACILITIES SHALL BE MADE AT TIMES WHICH WILL CAUSE THE LEAST INCONVENIENCE TO THE WATER CONSUMERS, AND SHALL BE PLANNED IN SUCH A MANNER THAT THE DURATION OF ANY SHUTDOWN WILL BE KEPT TO A MINIMUM. NO ADDITIONAL COMPENSATION WILL BE PAID FOR OVER -TIME WHICH MAY BE NECESSARY IN MAKING THE CONNEC- TION TO EXISTING FACILITIES. WHEN A DRY CONNECTION TO THE EXISTING MAIN IS MADE, ABOUT TWO OUNCES OF HTH SHALL BE PLACED IN THE PIPE AT EACH POINT WHERE THE EXISTING MAIN IS CUT. ALL NEW PIPE AND FITTINGS AT THE CONNECTION SHALL BE SWABBED INTERNALLY WITH AN APPROVED CHLORINE SOLUTION. ALL CONNECTIONS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER. 19 -11. .THRUST BLOCKS: CONCRETE THRUST BLOCKS SHALL BE INSTALLED IN EVERY INSTANCE WHERE THE DIRECTION OF THE PIPE CHANGES 15 DEGREES OR MORE AT ANY'JOINT OR FITTING AT ALL FIRE HYDRANTS) AT STUB -ENDS OF PIPES AND AT OTHER LOCATIONS AS SHOWN ON THE PLANS. BEARING AREAS OF THRUST BLOCKS SHALL BE COMPUTED ON THE BASIS OF A'225 P.S.I. INTERNAL PIPE PRESSURE. BEARING VALUES OF SOILS SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE: 19 -11. CONTD. SOIL SAFE BEARING LOAD P.S.F. MUCK, PEAT, ETC. 0 SOFT CLAY 500 SAND 1,000 SAND AND GRAVEL 1,500 SAND AND GRAVEL CEMENTED WITH CLAY 2,000 SHALE 5,000 THE DIMENSIONS OF ALL THRUST BLOCKS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. SPECIAL VERTICAL THRUST BLOCKS SHALL BE BUILT IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS. ALL CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED IN SUCH A MANNER THAT CONCRETE DOES NOT COVER ANY JOINT OR BEAR AGAINST ANY PIPE. CONCRETE THRUST BLOCKS SHALL BE CLASS B AND CURED A MINIMUM OF 3 DAYS BEFORE ANY LOADS ARE APPLIED. 0 SPECIAL PROVISIONS ASSESSMENT DISTRICT NO. 49 STREET LIGHTING IMPROVEMENTS IN WEST NEWPORT SECTION 20 20 -01. SPECIFICATIONS: All work shall be done in accordance with the City of Newport Beach, Public Works Department, Standard Specifications and these Special Provisions. 20 -02. LOCATION AND SCOPE OF WORK: The work to be constructed under this Contract will be located in Seashore Drive, and streets or alleys in the vicinity of Seashore Drive between 33rd Street and the westerly City limits of the City of Newport Beach. The work will be done under the Improvement Act of 1911, Division 7 of the Streets and Highways Code of the State of California. The street lighting improvements and appurtenances to be constructed consist of the following estimated quantities: QUANTITY DESCRIPTION OF ITEM & UNIT 1. Precast concrete lighting standards with brackets and concrete foundations......... 75 ea. 2. 100 watt mercury vapor luminaires with lamps ...... ............................... 33 ea. 3. 175 watt mercury vapor luminaires with lamps ................. I ..... I ...... 0...... 42 ea. 4. 100 watt regulator ballasts ............... 33 ea. - 1 - i i The Contractor shall furnish all labor, tools and other equipment, and all materials of every description as required ^, or necessary to excavate, backfill, construct, lay, erect, install and test, and to clean up and leave in an operable and acceptable condition all parts of the work. 20 -03. DRAWINGS: The complete set of plans for bidding and construction are bound separately, and consist of Drawing No. E- 5000 -S, Sheets 1 through 13. ' 20 -04. TIME OF COMPLETION: The work shall be completed, within 120 days after the execution of the Contract by the City. 20 -05. LOCATION OF LIGHTING STANDARDS: The location of light- ing standards and appurtenances shown on the drawings are approximate and the exact locations will be established by the 1 Engineer in the field. 20 -06. LIGHTING STANDARDS: The lighting standards shall be prestressed concrete poles conforming to the dimensions shown on the plans. The poles shall be equipped with a 4 -foot long aluminum mast -arm arranged to accommodate a 2" slip- fitter type =1 luminaire. The standards shall be Pacific Union Metal Company design number 45D4 or approved equal. �~ _ 2 _ QUANTITY DESCRIPTION OF ITEM & UNIT 5. 175 watt regulator ballasts .............. 42 ea. 6. No. 5 precast concrete pull- boxes........ 75 ea. 7. No. 3* precast concrete pull- boxes....... 4 ea. 1 8. 141" underground conduit with double run r of cable ..................... . .......... .12,520 L.F. 9. Service point ............................ 2 ea. The Contractor shall furnish all labor, tools and other equipment, and all materials of every description as required ^, or necessary to excavate, backfill, construct, lay, erect, install and test, and to clean up and leave in an operable and acceptable condition all parts of the work. 20 -03. DRAWINGS: The complete set of plans for bidding and construction are bound separately, and consist of Drawing No. E- 5000 -S, Sheets 1 through 13. ' 20 -04. TIME OF COMPLETION: The work shall be completed, within 120 days after the execution of the Contract by the City. 20 -05. LOCATION OF LIGHTING STANDARDS: The location of light- ing standards and appurtenances shown on the drawings are approximate and the exact locations will be established by the 1 Engineer in the field. 20 -06. LIGHTING STANDARDS: The lighting standards shall be prestressed concrete poles conforming to the dimensions shown on the plans. The poles shall be equipped with a 4 -foot long aluminum mast -arm arranged to accommodate a 2" slip- fitter type =1 luminaire. The standards shall be Pacific Union Metal Company design number 45D4 or approved equal. �~ _ 2 _ i 20 -07. LUMINAIRES: Luminaires shall be mercury vapor horizontal - burning type. Luminaires shall be provided for slip - fitter end mounting on 2 -inch pipe mast arms. Glassware shall be the refractor type with inner or outer prisms. All parts of the luminaire shall. be manufactured from corrosion - resistant materials. The luminaires shall be General Electric Company M -250R, 6,6 series, without power -pack ballast, type I -A, Catalogue Number C 706GO01 or .approved equal. 20 -08. LAMPS: Lamps shall be color improved mercury vapor of the size shown on the drawings. 100 watt and 175 watt lamps shall be i ' General Electric Company, Catalogue Numbers H 100038 -4 and } H 175039 -22 respectively or approved equal. -'' 20 -09. BALLAST: Ballasts shall be installed in pull - boxes located at the base of each standard. Ballasts shall be designed for 6.6 primary current and for the size of lamp shown on the drawings, The ballasts shall be equipped with satchel handles and shall be as manufactured by General Electric Company, Catalogue Numbers C 316G101 and C 317G101 for 100 watt and 175 watt lamps respectively or approved equal. Splices at ballasts shall conform to the details shown on the drawings. The splice installation shall be capable of satisfactory operation under continuous submersion in water. 20 -10. CONDUIT: All conduit and the installation thereof shall r ' conform to the provisions of Section 18 -06 except as modified x herein. i Conduit to be located under existing sidewalk shall be laid not less than 4- inches below the adjacent gutter sub - grade. ?' In all other areas, the conduit shall be laid not lees than 20 -10. cont'd 30- inches below the existing surface. Conduit shall be jacked or drilled in the specific locations shown on the drawings. Conduit to be laid under existing concrete sidewalks may be installed in an open cut or by jacking or drilling. Conduit in all other areas shall be installed in an open cut. In the event obstructions are encountered during jacking or drilling operations, upon approval of the Engineer small test holes may be cut in the pavement to locate obstructions. Extreme care shall be taken.to avoid damaging any existing facilities. Excessive use of water, such that pavement might be undermined or subgrade softened, will not be permitted. The maximum conduit run of 200 -Peet between pull- boxes. will not apply. Conduit shall be either rigid metal or rigid polyvinyl chloride provided that all conduit for the entire job is of the same type. Neither type of conduit need be encased in inert material. 20 -11. CABLE: The cable shall conform to the requirements of Section 18 -07 except as modified herein. The conductors between ballasts and luminaires shall be No. 10 AWG with 4/64 -inch minimum thickness of insulation. An excess of 2 -feet of #8 cable shall be neatly coiled in the #5 pull -boxes adjacent to each lighting standard. In addition, a minimum excess of 2 -feet of each of the #10 conductors shall be neatly coiled and suspended in the base of all standards. In the n I 7 A t et r, o 'n ■ 20 -11. cont'd base of the standards on the northerly side of Seashore Drive, from 55th Street westerly, the amount of excess cable shall be a minimum of 6 -feet. 20 -12. PULL- BOXES: Pull -boxes shall be installed at the locations shown on the drawings. It shall be the option of the Contractor, at his expense, to install additional pull -boxes that he may desire to facilitate his work. Pull -boxes and extensions shall be precast reinforced concrete boxes of the sizes and details shown on the drawings. The pull -boxes shall be Brooks Products, Inc. No. 31 -PB and No. 5 -PB or approved equal. All ferrous metal parts shall be galvanized. The covers of all pull -boxes located on the northerly side of Seashore Drive, from 55th Street westerly and other locations noted on the drawings, shall be steel or cast iron in lieu of concrete and of suitable design to withstand traffic loads. Except as shown on the drawings, pull -boxes shall be installed so that covers are level with curb or sidewalk grade, or when no finished grade is established covers shall be one -inch above surrounding ground. 20 -13. EXCAVATING AND BACKFILLING: The excavations required for the installation of conduits, foundations, and other appurtenances shall be performed in such a manner as to cause the least possible injury to streets, sidewalks, landscaping, and other improvements. The trenches shall not be excavated wider than necessary for proper installation of the electrical appurtenances and `5 20 -13. cont'd foundations. Excavating shall not before installation of conduit and material from the excavation shall will not cause damage or obstructi traffic nor interfere with surface be performed until immediately other appurtenances. The be placed in a position which in to vehicular and pedestrian drainage. All surplus excavated material shall be removed and disposed of within 48- hours. The excavations shall be backfilled in conformance with the provisions of Section 16 -07. Excavations after backfilling shall be kept well filled and maintained in a smooth and well- drained condition until permanent repairs are made. Excavations in Seashore Drive and all other streets northerly of Seashore Drive shall be performed in such a manner that two -way traffic is permissable at all times. In all other streets, one traffic lane shall remain open at all times. 20 -14. REMOVING AND REPLACING IMPROVEMENTS: Improvements such as sidewalks, curbs, gutters, Portland Cement concrete and asphalt concrete pavement, bituminous surfacing, base material, lawns and plants, and any other improvements removed, broken or damaged by the Contractor's operations shall be replaced or reconstructed with the same kind of material as originally found on the work or with materials of equal quality. The new work shall be left in a serviceable condition satisfactory to the Engineer. Where it is necessary to remove concrete sidewalk to permit installation of conduit parallel to existing curbs, — 6 — 0 [.� 20 -14. cont Id concrete removal may be limited to a strip of uniform width. In all other cases, whenever apart of a square or slab of existing concrete sidewalk or driveway is broken or damaged, the entire r square or slab shall be removed and the concrete reconstructed. The outline of all areas to be removed in Portland Cement concrete sidewalks and pavements shall be out to a minimum depth of 1i- inches with an abrasive -type saw prior to removing the sidewalk and pavement material. The cut for the remainder of the required depth may be made by a method satisfactory to the Engineer. Cuts shall be neat and true with no shatter outside the removal area. 20 -15. FOUNDATIONS: Foundations for lighting standards shall be Class "B" Portland Cement concrete conforming to Section 13. The foundations shall conform to the dimensions shown on the drawings, shall rest on firm ground, and shall be poured monolithically. After the standard is in proper position, grout shall be placed under the base plate as shown on the drawings. The exposed portion shall be formed to present a neat appearance. Grout shall consist of one part by volume of Portland Cement and 3 parts of clean sand, shall contain only sufficient moisture to permit packing, and shall be cured by keeping it damp for 3 days. Conduit ends and anchor bolts shall be placed in proper position and to proper height, and shall be held in place by means of a template until the concrete sets. Anchor bolts shall conform to the specifications of l 20 -15. cont 'd ASTM Designation A 307 and shall be provided with 2 nuts and 2 washers each. Plumbing of standards shall be accomplished by adjusting these nuts before grouting but after the foundation is finished to final grade. Shims, or any other similar devices for plumbing or raking, will not be permitted. Where obstructions prevent the construction of a planned foundation, the Contractor shall construct an effective foundation satisfactory to the Engineer. 20 -16. PARKING PROHIBITION: In•areas where parked vehicles will interfere with the Contractor's operations, parking may be '`- prohibited._ At least 24 hours prior to blocking a parking area, i. the Contractor shall distribute printed notices to adjacent residences. The form and wording of the notice shall be approved by the Engineer. f� Parking shall not be prohibited for more than 2 blocks at any one time, nor be in effect at any one location for more than fi 3 days. The Contractor shall furnish and place all signs, barricades, etc. required to prohibit parking. The method of blocking the parking lane shall•be approved by the Engineer. 20 -17. SERVICE POINTS: Service points shall be provided at the locations shown on the drawings. The Contractor shall install i a riser, disconnect switch, and metal switch enclosure at each service point as shown on the drawings. In addition, the !� Contractor shall pay the Southern California Edison Company for I.F. installing their metering facilities. The estimated amount to be i paid to the Southern California Edison Company is $44 for each If' I■ 0 20 -17. cont Id service point. The disconnect switch shall be designed to control amperage circuits of 0 to 30 amps in a voltage range of 0 to 10,000 volts. The contact points shall be submerged in oil. The switch shall be an Econolite Catalogue No. 005 -6215 or approved equal. The insulating oil shall be Econolite 003 -1001 or approved equal. The metal switch enclosure shall be constructed of galvanized sheet metal and of the dimension shown on the drawings. A sign marked "DANGER HIGH VOLTAGE" in large letters shall be secured to the cover of the enclosure. The enclosure shall be Econolite Catalogue No. 8- 3750 -G2 or approved equal. - 9 - 0 t BRANDER & *MPANY ......................................... ; 5� ............................. 3600 WILSHIRE BOULEVARD LOS ANGELES, CALIF. 90005 a 388 -9411- ! VERIFICATION OF INSURANCE To: CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA This is to certify that the following policies have been issued to: PAUL GARDNER CORPORATION 901 SOUTH SULTANA AVENUE ONTARIO, CALIFORNIA SUBJECT OF INSURANCE STREET LIGHTS - ASSESSMENT DISTRICT 49 DOP G ,477 Date: - January 3, 1966 TYPE OF POLICY COMPANY AND POLICY NUMBER POLICY PERIOD LIMITS OF LIABILITY WORKMEN'S COMPENSATION AND Industrial EFF. 7 -1 -65 STATUTORY Indemnity EMPLOYERS' LIABILITY 7 -1 -66 $ ONE ACCIDENT AND AGGREGATE DISEASE CP 315 224 EXP. UNLIMITED IN CALIFORNIA COMPREHENSIVE GENERAL LIABILITY Industrial EFF. 4 -1 -65 Including contractual, protective and produds (completed Indemnity operatioru) EXP. 7 -1_66 $ 300,000 EACH PERSON BODILY INJURY LG 340 464 $ 500,000 EACH OCCURRENCE $ 500,000 AGGREGATE PRODUCTS S 200,000 EACH Occurrenee PROPERTY DAMAGE $ 200, OQO AGGREGATE PRODUCTS Industrial COMPREHENSIVE AUTOMOBILE Indemnity EFF. 4 -1 -6S LIABILITY f 300,000 EACH PERSON BODILY INJURY EXP, 7 -1 -66 $ SOQ 000 � EACH OCCURRENCE LG 340 464 PROPERTY DAMAGE f 50,000 EACH OCCURRENCE NOTICE OF CANCELLATION: IN THE EVENT OF CANCELLATION BY THE INSURERS OF THE ABOVE COVERAGES IT IS THE INTENTION OF THE UNDERSIGNED TO GIVE TEN (10) DAYS WRITTEN NOTICE OF SUCH CANCELLATION TO THE ABOVE MENTIONED HOLDER OF THIS VERIFICATION OF INSURANCE. Form 190 (Rev. 12 -64) ab BRAN�D�ER & COMPANY , James S. Brander AGREEMENT AND CONTRACT CITY OF NEWPORT BEACH ASSESSMENT DISTRICT NO. 49 THIS AGREEMENT, made and entered into this 10th day of January, , 1966 , by and between PAUL GARDNFORATION, a�aiiRornia corporation, 901 South Sultana Avenue, Ontario, California, as Contractor, Party of the First Part, and JOSEPH T. DEVLIN, as Superintendent of Streets of the City of Newport Beach, California, under and by virtue of the authority granted to him as such officer under the provisions of the "Improve- ment Act of 1911," Division 7 of the Streets and Highways Code of the State of California, Party of the Second Part: WITNESSETH: WHEREAS, the Party of the First Part, as will fully appear by reference to the records of the proceedings of the City Council of the City of Newport Beach, California, on the 13th day of December, 1965, was duly awarded the contract for the work hereinafter mentioned; NOW, THEREFORE, the Party of the First Part, for the consideration hereinafter mentioned, promises and agrees with the said Joseph T. Devlin, as Superintendent of Streets of said City, and not otherwise, that it will do and per- form, or cause to be done and performed, in a good workmanlike manner, under the direction and to the satisfaction of the Engineer of Work of the City of Newport Beach, California, and furnish the necessary materials required for the execution thereof, which materials shall comply with the specifications hereinafter mentioned and referred to and be to the satisfaction of the Engineer of Work of the City of Newport Beach, California, all of the hereinafter mentioned work or improvement, to -wit: The construction of street lighting improvements and appurtenances and appurtenant work in connection therewith in "ASSESSMENT DISTRICT NO. 49," all asmore particularly described in Resolution of Intention No. 6213, passed and adopted by the City Council of said City on the 13th day of September, 1965. For further particulars, reference is hereby made to said Resolution of Intention No. 6213 and to the plans, profiles and drawings on file in the offices of the City Clerk and the Engineer of Work of said City, and to the specifications for the said work heretofore adopted by said City Council and on file in the offices of the City Clerk and the Engineer of Work of said City, and all of said plans, pro- files, drawings and specifications heretofore approved by the City Council of said City are incorporated herein and reference is hereby made thereto for a more particular description of said work. It is hereby agreed by the Party of the First Part that it will, at its own cost and expense, furnish all necessary materials and labor for said work and improvement, and that the materials used therein shall comply with the said -1- • • specifications, and be to the satisfaction of the said Engineer of Work; and that it will, within one hundred twenty (120) consecutive calendar days from the date hereof, or within such further time as may be granted by the City Council of said City, complete the said work and improvement and turn the same over to the said Superintendent of Streets of the City of Newport Beach ready for use and free and discharged of all claims and demands filed pursuant to Section 5292 of said "Improvement Act of 1911," whatsoever for or on account of any and all materials, provisions, provender, or other supplies, or the use of implements or machinery used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, PROVIDED, that if the contractor dis- putes the correctness or validity of any claim filed, he may present to the Super- intendent of Streets a surety bond to cover the bond of any such claims pursuant to the provisions of Sections 5295 and 5296 of said "Improvement Act of 1911" of said Streets and Highways Code. That said Party of the Second Part, acting in his official capacity as such Superintendent of Streets and not otherwise, hereby fixes the time for the com- mencement of said work or improvement to be within fifteen (15) days from the date hereof, and promises and agrees that upon the performance of the covenants aforesaid by the Party of the First Part, he will duly make and issue an assess- ment and diagram, and attach a warrant thereto for the total amount of the costs and expenses of the work, including all incidental expenses as are necessarily incurred and chargeable to the work under these proceedings and authorized by the provisions of said Code, and provided further, that the Party of the First Part shall pay to the said Party of the Second Part, such incidental expenses at the times and in the manner prescribed by said Code, and the cost of said work and improvement shall be at the following prices, to -wit: em Approx. Item and Unit rice Total Price to be No. Quantity Written in Words Written in Numbers 1, One Lump Street Lighting System, including fittings, Sum and appurtenances, complete in place for the lump sum price of Fifty -three Thousand One Hundred Sixty -seven Dollars and no cents $53, 167.00 The Party of the First Part further agrees to pay not less than the general prevailing rate of hourly wages for each craft or type of workman or mechanic needed to execute the contract, as heretofore determined by the City Council of said City on the 25th day of October, 1965, in accordance with Sections 1770 to 1777, in- clusive, of the Labor Code of the State of California, and which said rates of hourly wages for said improvement so determined are as follows: CLASSIFICATION ELECTRICIAN - 7/l/65 General Foreman Foreman Sub Foreman -2- HOURLY RATE $ 7.02 6.38 6.05 0 0 CLASSIFICATION HOURLY RATE ELECT_R_ICIA_N (cont'd): Cable Splicer Foreman $ 6.71 Cable Splicer 6.03 Journeyman Technician 5.73 Journeyman Wireman 5.73 Certified Welder 5.73 Electric Storekeeper (1st -6 most 2.87 Electric Storekeeper (2nd -6 mos.) 3.44 Electric Storekeeper (3rd -6 mos.) 3.72 Electric Storekeper (4th & thereafter) 4.01 Lineman General Foreman 7.02 Lineman Journeyman 6.38 Crane Operator 5.73 Instrumentation Man 5.73 A -Frame & Fork Lift Operator 5.73 Electrician Groundman (First Year) 4.64 Electrician Groundman (After Ist Year) 4.93 Pension Plan - 1% Health & Welfare - 15¢ hr. Apprentice Trust Plan - $10 semi - annually PIPE TRADES - 10/1/65 Utility Pipeline Foreman 5.45 Sub - Foreman 5,25 Utility Pipeline Journeyman 5.20 Pension Plan - 6% Health & Welfare - 5 -1/27o Vacation & Holidays - 7 -1/210 Pipeline Foreman (H &W... 31) (Pension... 34) 5.685 Pipeline Journeyman (H &W... 29) (Pension... 30) 5.20 Probationary Pipeline Appr. Helper (H &W... 20) (Pension... 22) 3.64 Apprenticeship & Journeyman Training 2 -1/20 APPRENTICE SCHEDULE PERIOD AND RATE (Appr. rate by percentage of Journeyman's rate Electricians (1st -6 mos) 0.50 Electricians (2nd -6 mos) 0.60 Electricians (3rd -6 mos) 0.65 Electricians (4th -6 mos) 0.70 Plumbers (1st -6 mos) 0.50 Plumbers (2nd -6 mos) 0.55 Plumbers (3rd -6 mos) 0.60 Plumbers (4th -6 mos) 0.65 CARPENTERS - 6/1/65 Health & Welfare - lU per hour Pension - 15� per hour Vacation - 15j per hour Foreman: Receives not less than 4U per hour more than the hourly rate of the highest classification over which he has responsibility. -3- 0 0 CLASSIFICATION CARPENTERS (cont'd): Carpenter HOURLY RATE $4.64 Men working from a swinging scaffold, or suspended from a rope or cable, shall receive 25J per hour above the applicable Journeyman or Apprentice rate. CEMENT MASONS - 6/1/65 Health & Welfare - lU per hour Pension - 2U per hour Vacation - 10i per hour Foreman: When three or more Cement Masons are employed on a job, one shall be employed as a Foreman and shall receive not less than 401 per hour more than the highest classification over which he has leadership. Cement Mason $ 4.46 Cement Mason, chipping & patching 4.46 Curb Form & Plank Setter, including setting lines, stakes and grades 4.46 Screed Setter, including screed pins 4.46 LABORERS - 5/1/65 Health & Welfare - 16 -1 /U per hour Pension - 15¢ per hour Vacation - 10i per hour Foreman: Not less than 301 per hour more than the hourly wage rate of the classification over which he has leadership. Laborer - General or Construction $ 3.60 Demolition Laborer, the Cleaning of Brick & Lumber 3.60 Dry Packing of Concrete 3.60 Operator of Pneumatic & Electric Tools, Vibrating Machines & similar mechanical tools not separately classified herein 3.81 Concrete Saw Man, excluding Tractor Type 3.81 Flagman 3.60 Concrete Curer Impervious Membrane & Form Oiler 3.79 Laying of all non - metallic pipe, including sewer pipe, drain pipe & underground tile 3.91 Making & Caulking of all non - metallic pipe joints 3.79 OPERATING ENGINEERS Health & Welfare - 151 per hour Pension - 151 per hour Vacation - Holiday Savings Fund - 301 Foreman: Receives not less than 35J per hour over the hourly rate of the highest classification under his direction. GROUP I - 6 1 65 it Compressor, rump or Generator Operator $ 4.38 Engineer -Oiler and Signalman 4.38 -4- CLASSIFICATION OPERATING ENGINEERS (cont'd): GROUP II - 6/1/65 Generator, FUEpor Compressor Operator (2 -5, inclusive, portable units) Skiploader -Wheeltype -Ford, Ferguson, Jeep or similar type 3/4 yard or less (without dragtype attachments) Truck Crane Oiler GROUP III - 6/1/65 -Frame or inc ruck Operator Equipment Greaser Ford-,Ferguson or similar type (with dragtype attachments) Hydra- Hammer or similar type equipment Power Concrete Saw Operator GROUP IV - 6/l/ 65 ormg ac me Aerator Power Sweeper Operator Roller Operator, Compacting Trenching Machine Operator (up to 6 foot depth capacity, manufacturer's rating) GROUP V - 6/1/65 avemen - rea er perator Skip Loader Wheel Type over 3/4 yard, up to and including 1 -1/2 yards TEAMSTERS - 8/1/65 HOURLY RATE $ 4.62 62 62 :. :. .. :. :. 4.97 4.97 4.97 4.97 5.16 5.16 Health & Welfare - 20� per hour Pension - 15� per hour OWNER - OPERATORS - owning tractor only, to be put on payroll of Contractor; all others, payments of 12 -1/2¢ per hour (501 per half day, $1.00 per full day) to provide Health & Welfare. Foremen: When a Contractor employs on his payroll, on a jobsite, 11 or more Teamsters operating equipment under the jurisdiction of the Teamsters, excluding any equipment less than six tons and maintenance equipment, the Contractor shall designate one Teamster as a working Foreman and he shall receive 2U per hour more than the highest classification over which he is Foreman. Driver of Dump Truck of less than: 4 yards water level $ 4.20 4 yards but less than 8 yards water level 4.23 8 yards but less than 12 yards 4.28 12 yards but less than 16 yards 4.36 16 yards but less than 25 yards water level 4.58 25 yards or more, water level (single unit or combin- ation of vehicles, excluding trash or rubbish trucks) 5.04 Driver of Truck Legal Payload Capacity: Less than 6 tons 4.20 6 tons to 10 tons 4.23 10 tons to 15 tons 4.28 15 tons to 20 tons 4.36 20 tons or more 4.58 -5- om 0 • respective workers employed by him under this contract, and to allow access to the same at any reasonable hour to any person having the authority to in- spect the same as contemplated under the provisions of the said Labor Code. It is further agreed that the Party of the First Part, or any subcon- tractor doing or contracting to do any part of the work contemplated by this agreement, shall not knowingly employ on said work any alien, except in case of extraordinary emergencies caused by fire, flood or danger to life or prop- erty; and it is further agreed that the contractor shall forfeit to the said City the sum of Ten Dollars ($10. 00) for each alien employed by him, or by any subcontractor under him, in the execution of this contract, for each and every calendar day, or portion thereof, during which such alien is knowingly employed or caused or allowed to be employed. The contractor further agrees to be bound by and to comply with all of the other provisions of Sections 1850 to 1854, inclusive, of said Labor Code. Except where otherwise provided by treaty, it is further agreed that the Party of the First Part, or any subcontractor, doing or contracting to do any part of this work contemplated by this agreement, will use only such manu- factured articles, materials and supplies as have been manufactured in the United States, substantially all from articles, materials and supplies mined, produced or manufactured, as the case may be, in the United States, pursuant to the provisions of Sections 4300 to 4305, inclusive, of the Government Code of the State of California. It is also understood that serial bonds, to represent unpaid assess- ments amounting to Fifty Dollars ($50. 00) or more and bearing interest at the rate of six per cent (61o) per annum, shall be issued hereunder in the manner provided by the said "Improvement Act of 1911," being Part 5, Division 7 of the Streets and Highways Code, the said bonds extending over a period ending nine (9) years from the second day of January next succeeding the next September 1st following their date. It is also understood that the City Council of said City did provide in the resolution of intention adopted in this proceeding to have the redemption provisions of said bonds provide a premium of 5% of the unmatured principal, as provided in Section 6464 of the Streets and Highways Code of the State of California. And it is further agreed and expressly understood by the parties to this agreement that in no case, except where it is otherwise provided by law, as hereinbefore provided, will the said City of Newport Beach, or any officer thereof, be liable for any portion of the expense of the work aforesaid, nor for any delinquency of persons or property assessed. IN WITNESS WHEREOF, the parties hereto have caused this contract and agreement to be duly executed with all the formalities required by law, on -7- the day and year in this contract and agreement first above written. PAUL GARDNER CORPORATION, a corporation, (Corporate Seal) APPROVED AS TO FORM: r�r Asskssment 20 "Contractor, " Party of the First Part. sep ev in, Superintendent of ree s the Cft of Newport Beach, California, Party of the Second Part. -8- • • BOND 1321623 PREMIUM: $ 266.00 BOND FOR FAITHFUL PERFORMANCE KNOW ALL MEN BY THESE PRESENTS, That we, PAUL GARDNER CORPORATION, a corporation, as Principal, and THE TRAVELERS INDEMNITY COMPANY, a corporation organized and existing under the laws of the State of Connecticut, and whose principal office is located at Los Angeles, California, and authorized to do business in the State of California, as Surety, are jdntly and sever- ally bound unto the CITY OF NEWPORT BEACH, California, in the sum of TWENTY - SIX THOUSAND FIVE HUNDRED EIGHTY -THREE and 50/100 DOLLARS ($26,583.50), lawful money of the United States of America, to be paid to the said City of Newport Beach, for which payment well and truly to be made, we bind ourselves, our and each of our, heirs, successors, executors, administrators and assigns, jointly and severally, by these presents. THE CONDITION OF THIS OBLIGATION is that if the above bounded Principal, its heirs, successors, executors, administrators or assigns, shall in all things stand to and abide by and well and truly keep and faithfully perform all of the covenants, conditions and agreements of that certain contract made between said Principal, as Contractor, and Joseph T. Devlin, as Superintendent of Streets of the City of Newport Beach, of even date herewith, for performing the following work, to -wit: All work described in said contract hereto attached and referred to for a more particular description of said work, or cause the same to be faithfully kept and performed in the manner and as herein specified, then the above obligation shall be void, otherwise to remain in full force and effect. WITNESS our hands and seals this 3rd day of January 196 6. PAUL GARDNER CORPORATION, a corporation, BY t. > F 7 BY SAY (Corporate Seal) (Attach acknowledgement) Principal. THE AXT4. DEMNITY COMPANY By ft w Ira ra n er Attorney-in - act (Attach acknowledgment) Surety. . The within and foregoing bond is to my satisfaction and I hereby approve the same this /Li _d day of f A/yJ.4� 1966. -P ROVED AS TO FOR ,Josep evlln, tiuperintenclent of ree s i ofithe City, Newport Beach, California. � ' J sses ime , or y or sment Di rict No. 49. STATE OF CALUPOMM, ss. Cowley San Bernardino -V State of California County of Los Angeles ss On this 3rd day of .TtinllarV , 19 66, before me personally come I to me known, who being by me duly sworn, did depose and say: that he is Attomey(s) -in -Fact of The Travelers Indemnity Company, the Corporation described in and which executed the foregoing instrument; that he know(s) the seal of said Corporation; that the seal affixed to sold instrument is such corporate seal; that it was so oNlxed by authority granted to him in accordance with the By -Laws of the said Corporation that he si ned h 8 name thereto by .1k- outharityy, GLOM NOTARY + PRINC CiLMIA K FOGLE (N ry Public) j LOS A My Cam ni Expires Feb. 27, 1959 My commission expires` Rev- 7467 q rs • • BOND 1321623 Premium for this Band 8 lo- cluded in the Premiurh Chefgs for the Purtcrmanee Bond BOND FOR LABOR AND MATERIAL KNOW ALL MEN BY THESE PRESENTS, That we, PAUL GARDNER COR- PORATION, a corporation, as Principal, and THE TRAVELERS INDEMNITY COMPANY, a corporation organized and existing under the laws of the State of Connecticut, and whose principal office is located at Los Angeles, California, and authorized to do business in the State of California, as Surety, are jointly and severally bound unto the CITY OF NEWPORT BEACH, California, in the sum of TWENTY -SIX THOUSAND FIVE HUNDRED EIGHTY -THREE and 50/100 DOLLARS ($26, 583. 50), lawful money of the United States of America, to be paid to the said City of Newport Beach, for which payment well and truly to be made, we bind our- selves, our and each of our heirs, successors, executors, administrators and assigns, jointly and severally, by these presents. WHEREAS, the above bounded Principal has been awarded and is about to enter into that certain contract hereto annexed and made a part hereof, with Joseph T. Devlin, as Superintendent of Streets of the City of Newport Beach, to do all the work described in said contract hereto attached and referred to for a particular descrip- tion of said work; NOW, THEREFORE, if the said principal or its subcontractors shall fail to pay for any materials, provisions, provender or other supplies or the use of implements or machinery used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or for any amounts due under the unemployment insurance act of the State of California with reference to such work or improvements, the said Surety will pay the same to an amount not exceeding the sum above specified in this bond and, also, in case suit is brought upon this bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of any and all persons, companies and cor- porations entitled to file claims under the provisions of the "Improvement Act of 1911," Division 7 of the Streets and Highways Code of the State of California, and all such persons, companies and corporations and their assigns shall have a right of action in any suit brought upon this bond. WITNESS our hands and seals this 3rd day of January , 196 6. PAUL GARDNER CORPORATION, a (Corporate Seal) (Attach acknowledgment) (Attach acknowledgment) corporation, By Title VVIA rincipal THE TRAVELERS INDEMNITY COMPANY By Ira S. Brander Attorney-in- ac�- Surety_ The within and forgoing bond is to my satisfaction and I hereby approve the same this day of / gn/v,4 e 196&. P ROVED AS TO F , s ev n \ Superintendent o ree s th}e City o Newport Beach, California. c ime , rney or ssessment Disirict No. 49. t STATE OF CALOOPla&, coumv San Bernardino SS. January 6 66 State of California County of Los Angeles On this 3rd day January 19 66 before me personally came ?' IRA S- BRAAAER to me known, who being by me duly sworn, did depose and say: that he is Attomey(s) -in -Fact of The Travelers Indemnity Company, the Corporation described in and which executed the foregoing instrument; that he know(s) the seal of said Corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by authority granted to hj m in accordance with the By -Laws of the said Corporation, at he sign�� name thereto by like authority. GLORIA H. FOGLP NOTARY PUBLIC - CALIFORNIA+ - PRINCIPAL OFFICE IN ls1.OR1A K FOGL E(Notary P ) cj I ell LOS ANGELES COUNTY My Commission Expir eb 27, 19u9 My commission exrpkes. sIIliOHWIONAL TO: Finance Director FROM: City Clerk SUBJECT: Contract Contract No. 0-1010 0 Date May 9, 1966 Authorized by Resolution No. 6255 adopted on Der 13, 1965 Date Mayor and City Clerk executed Contract December 14, 1965 Effective date of Contract Januauy 10, 1966 Contract with Paul Gardner Corporation Address 901 South Sultana Avanue Ontario, CalifmT" Brief description of Contract Street lighting, Seashore Drive vicinity, Assessment District No. 49 Amount of Contract $539167 +� Copy of oontnact on file in City Clerk's office. City Clerk 4 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 29 30 31 32i I LAW OFFICCS OF RIMEL. HARVEY& HELSING FOURTH FLOOR 1010 NORTH MAIN 8T. SANTA ANA. c. L.. ...A navel 4 i LAIIA NOTICE OF AWARD OF CONTRACTy Pursuant to statute herein mentioned and Resolution of Award of Con- tract No. of the City Council of the City of Newport Beach, California, adopted on then day of 1965, directing this notice: NOTICE IS HEREBY GIVEN that the said City Council, in open session on the 13th day of December, 1965, received the written report of the City Clerk upon all bids theretofore received and publicly opened, examined and declared by the City Clerk for the doing of the following work, to -wit: The construction of street lighting improvements and appurtenances and appurtenant work in connection therewith in "ASSESSMENT DISTRICT NO. 49, " all as more particularly described in Resolution of Intention No. 6213, passed and adopted by the City Council of said City on the 13th day of September, 1965. For further particulars, reference is hereby made to said Resolution of Intention No. 6213, and to the plans and drawings on file in the offices of the City Clerk and the Engineer of Work of said City, and to the specifications for the said work heretofore adopted by the said City Council and on file in the offices of the City Clerk and the Engineer of Work of said City, and all of said plans, drawings and specifications heretofore approved by the City Council f said City are incorporated herein and reference is hereby made thereto for a more particular description of said work, Said City Council has determined and declared that the contemplated work and improvement heretofore mentioned was, in the opinion of said City Council, of more than local or ordinary public benefit, and the said City Council has made the expense of said work chargeable upon a district and for the particular description of the said district, reference is hereby made to said Resolution of Intention No. 6213. Said City Council has determined and declared that serial bonds interest at the rate of six per cent (616) per annum and extending over a period ending nine (9) years from the second day of January next succeeding the next September 1st following their date, will be issued hereunder in the manner provided by the "Improvement Act of 1911," being Part 5, Division 7 of the -1- III !'� l II • Itiz I � � ii i ,I 1 Streets and Highways Code of the State of California, to represent each assess 2 ment of Fifty Dollars ($50.00) or more remaining unpaid at the expiration of 31 the last date fixed for payment of assessment in the notice to property owners 41 mailed pursuant to the provisions of Section 5390 of the Streets and Highways 51, Code. Said City Council has elected and determined to have the redemption I 6 provisions of said bonds provide a premium of five per cent (5%) of the un- 7 it matured principal in accordance with the. provisions of Section 6464 of the 8 ,I Streets and Highways Code of the State of California. 9 I Said City Council has determined and declared that all of the work 10 herein ordered shall be done and carried through in pursuance of an Act of 11 i the Legislature of the State of California, designated the "Improvement Act 121 of 1911," being Division 7 of the Streets and Highways Code. 13 The said City Council, by said Resolution of Award of Contract No. 14 did award the contract for the doing of said work to the lowest, 15 regular responsible bidder, to -wit: lfpl�9� 16 at the prices named in 41'55 bid, on fill 17 j in the office of the City Clerk of said City, 18 i This shall constitute notice to all persons that all property within the 19 boundary of the proposed Assessment District shall be assessed at the time 20 I of the confirmation of the assessment under Chapter 16 (commencing at Sectior 21 5360 of Part 3 of Division 7 of the Streets and Highways Code of the State of 22 California, to pay the costs of the improvement in proportion to the benefit I 23 which said property receives from the improvement, notwithstanding the 24 acquisition of any such property by the state, or any of its agencies, or by any 25 country, city, municipality, or other public or municipal corporation. i 26 Reference is made to the minutes of the action taken by the City Counci: i 27 of said City on file in my office for full particulars. 28 Dated: AA,( (� 1965. 29 L, A -- .s CtHROUDER, City Clerk MARGEAY S 30 I of the City of Newport Beach, California. 31 !! 32 u +I LAW OFFICES OF 'I RIMEL. HARVEY& HELSING FOURTHFLOOR I� 1010 NORTH MAIN ST. it SANTA ANA. C UFORHIA 02702 II I 2 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 29 30 31 32 LAW OFFICES OF RIMEL. HARVEY & HELBING FOURTH FLOOR 1010 NORTH MAIN OT. BANTA ANA. f'AAIFORNIA 02701 RESOLUTION OF AWARD OF CONTRACT NO. 6255 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, CALIFORNIA, AWARDING THE CONTRACT FOR THE WORK DESCRIBED IN RESOLU- TION OF INTENTION NO. 6213 OF SAID CITY. The City Clerk having duly and regularly, pursuant to Resolution No. 6246, adopted November 8, 1965, opened, examined and declared all sealed proposals or bids for the following work to be done and improvements to be made in this City, to -wit: The construction of street lighting improvements and appurtenances and appurtenant work in connection therewith in "ASSESSMENT DISTRICT NO. 49,11 all as more particularly described in Resolution of Intention No. 6213, passed and adopted by the City Council of said City on the 13th day of September, 1965; and The City Clerk having duly and regularly reported to this City the results of the said bidding at this meeting, which is the next regular meet- ing following the opening of said bids; and For further particulars, reference is hereby made to said Resolution of Intention No. 6213, and to the plans and drawings on file in the offices of the City Clerk and the Engineer of Work of said City, and to the specifications for the said work heretofore adopted by the said City Council and on file in the offices of the City Clerk and the Engineer of Work of said City, and all of said plans, drawings and specifications heretofore approved by the City Council of said City are incorporated herein and reference is hereby made thereto for a more particular description of said work; and Said City Council has determined and declared that the contemplated work and improvement heretofore mentioned was, in the opinion of said City Council, of more than local or ordinary public benefit, and the said City Coun cil has made the expense of said work chargeable upon a district and for the particular description of the said district, reference is hereby made to said Resolution of Intention No. 6213; and Said City Council has determined and declared that serial bonds bearing interest at the rate of six per cent (676) per annum and extending over -1- 1 2 3 4 5 6 7 M. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32I LAW OFFICES OF RIMEL. HARVEY & HELSING FOURTH FLOOR 1010 NORTH MAIN 0T. SANTA ANA. RALIYONNIA 92701 r a period ending nine (9) years from the second day of January next succeeding the next September 1st following their date, will be issued hereunder in the manner provided by the "Improvement Act of 1911,11 being Part 5, Division 7 of the Streets and Highways Code of the State of California, to represent each assessment of Fifty Dollars ($50. 00) or more remaining unpaid at the expira- tion of the last date fixed for payment of assessment in the notice to property owners mailed pursuant to the provisions of Section 5390 of the Streets and Highways Code. Said City Council has elected and determined to have the redemption provisions of said bonds provide a premium of five per cent (516) of the unmatured principal in accordance with the provisions of Section 6464 of the Streets and Highways Code of the State of California; and Said City Council has determined and declared that all of the work herein ordered shall be done and carried through in pursuance of an Act of the Legislature of the State of California, designated the "Improvement Act of 1911," being Division 7 of the Streets and Highways Code; NOW, THEREFORE, the City Council of the City of Newport Beach does hereby RESOLVE and ORDER as follows: That this City Council hereby rejects all of the said proposals or bids except the next hereinafter mentioned, and hereby awards the contract for the said work and improvement to the lowest, regular and responsible bidder, to -wit: Paul Gardner Corporation at the prices named in its bid for said work, on file in the office of the City Clerk of said City of Newport Beach. The City Clerk of said City is hereby directed to cause a Notice of Award of Contract to be published in the manner and form required by said Code in The Newport Harbor Ensign, a newspaper published and circulated in said City and hereby designated by the said City Council for that purpose. ADOPTED, SIGNED AND APPROVED this 13th day of December 1965. ATTEST: City Clerk -`- w �I I� l) I 2 I, MARGERY SCHROUDER, City Clerk of the City of Newport 3� Beach, do hereby certify that the foregoing Resolution was adopted at a 41 regular meeting of the City Council of the City of Newport Beach held on the 5 13th day of December 1965, by the following vote, to -wit: 6 AYES: Councilmen - Parsons, Marshall, Elder, Gruber, Cook, Forgit 7� 8 NOES: Councilmen - None 9 �i ABSENT: Councilmen - None 10 ABSTAINING: Councilmen - Shelton (� 11 ;k 12„A 5� �v Z er 12 13 (SEAL) 14 15 16 17 I 18 19 I 20 I 21 22 23 24 25 26 27 28 j 29 30 I� 31 I� 3211 LAW OFFICES Of li ' RIMEL. HARVEY 81 HELSING FOURTH FLOOR NO NORTH MAIN ST. 64NTA ANA. -3- ..... A DR701 1 PROPOSAL ASSESSMENT DISTRICT NO. 49 To the Honorable City Council City of Newport Beach 3300 W, Newport Blvd. Newport Beach, California Gentlemen: PAUL GARDNER CORPORATIM 901 SOUTH SULTANA AVENUE ' POST OFFICE BOX 433 ONTARIO, CALIFORNIA The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the plans and specifications and hereby agrees to furnish all labor, materials, equipment, transportation and services, and to do all work required for the construction of "Street bighting System in Assessment District No. 49, City of Newport Beach, Orange County," in strict conformity with the plans and specifications prepared by the Engineer at the following prices: SCHEDULE OF WORK ITEMS ITEM APPROX. ITEM AND UNIT PRICE TOTAL PRICE NO. QUANTITY To be Written in Words To be Written in Numbers 1. One Street bighting System Lump including fittings, and Sum appurtenances, complete in place for the lump sum price of Xtft.Y . , . TAree ,TAc.gsap o0Ae ,jq4dred giAt.y -eeveA , , , , ,DOLLARS and... Aoo........CENTS Proposal - 1 8 53,16 ?.00 The undersigned agrees to complete the work in every detail within ONE HUNDRED AND TWENTY (120) CONSECUTIVE CALENDAR DAYS from the date of execution of the contract. If awarded the contract for the work, the undersigned agrees to sign said contract and furnish the necessary bonds within not less than ten (10) days nor more than twenty -five (25) days after the first publication of the "Notice of Award1° of said contract and to begin work within fifteen (15) days from the date of execution of the contract. LIST OF SUBCONTRACTORS The name and location of place of business of each subcontractor who will perform work or labor or render service to the general contractor in or about the construction of the work or improvements in an amount in excess of one -half of one percent (j of 1 %) of the general contractor's total bid, and the portion of the work which will be done by each subcontractor is set forth as follows: Portion Name Location of Business (TYpe of Work) NONE Enclosed is bidder's bond, } -c�recirbr�-*r Check No.----- - - - - -- of the -------- ------------ - - - - - -- Bank, for 8 Ten per cent of the amount of the bid payable to City of Newport Beach, Oran e County, California, which is not less than ten per cent (10%) of this bid, and which is given as a guarantee that the undersigned will enter into the contract, if awarded to the undersigned, The undersigned bidder hereby represents as follows: (a) That no Councilman, officer, agent, or employee of the City of Newport Beach is personally interested, directly or in- directly, in this contract, or the compensation to be paid hereunder; and that no representation, oral or in writing, of the City Council, its officers, agents, or employees, has induced him to enter into this contract excepting only those contained in this form of contract and the papers made a part hereof by its terms; Proposal - 2 (b) That this bid is made without connection with any person, firm or corporation making a bid for the same work, and is in all respects fair, and without collusion or fraud. Signature of Bi& Business Address 901 South Sultana Avenue, Ontario, California Telephone 714/984 -1714 Contractor's License No. 172258 License Expires June 30, 1967 PAUL, GARDNER CORPORATION Paul R Gardner - Pres, Tress, Mgr Paul R Gardner Jr - V -Pres, Secy Proposal - 3 w BOND 870312 Premium Included in Bid BID BOND BOW Service Undertaking KNOW ALL MEN BY THESE PRESENTS, that we, PAUL GARDNER CORPORATION , as Principal, and THE TRAVELERS INDEMNITY COMPANY , a corporation organized and existing under the laws of the State of Connecticut , and whose principal office is located in the city of Los Angeles , as surety, are jointly and severally bound unto City of Newport Beach , Orange County, California, in the sum of -------- TEN PER CENT OF THE AMOUNT OF THE BID -------------------------- - - - - -- DOLLARS (S ------- 10%-------- - - - -)e lawful money of the United States of America, to be paid to said City of Newport Beach, for which payment well and truly to be made, we bind ourselves, our and each of our heirs, successors, executors, administrators and assigns, jointly and severally, by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated December 8 1965 , for the "Street Lighting System in Assessment District No. 499 City of Newport Beach of Orange County, California ". NOW, THEREFORE, if the bid or proposal of said Principal shall be accepted, and the contract for such work be awarded to the Principal thereupon by the said City of Newport Beach, and if the Principal shall fail or neglect to enter into a contract therefor, in accordance with the provisions of said bid or proposal and the accompanying instructions to bidders, and to execute adequate faithful performance and labor and material surety bonds, to the Bid Bond - 1 r� i 1 • • satisfaction of the said City of Newport Beach, then the sum guaranteed by this bond is forfeited to the said City of Newport Beach. IT IS EXPRESSLY AGREED AND UNDERSTOOD that any errors, clerical, mathematical or otherwise, in the bid or proposal shall not be or constitute a defense to a forfeiture under this bond. IN WITNESS WHEREOF, the above- bounden parties have ex- ecuted this instrument under their several seals this 8th day of December , 1965 , the name and corporate party being affixed hereto and these presents duly signed by its under- signed representative pursuant to authority of its • Witnesses individual) .. . . • , y �•�1 11WAL `VA!+w� ATTEST (if corporation) Title Corporate Seal ATTEST: Title Corporate Seal PROJECT TITLE AND NO.: Title *cs preS &f dy. THE TRAVELERS INDEMNITY COMPANY. S T By� Title ra S. Brander Attorney-in-Fact Bid Bond - 2 State of California County of Los Angeles u' On this 8th day December 19-L--, 6 before me personally came IRA S. BRANDER to me known, who being by me duly sworn, did depose and say: that he is Attorneys) -in -Fad of The Travelers Indemnity Company, the Corporation described in and which executed the foregoing instrument; that he know(s) the seal of said Corporation; that the seal affixed to said instrument is such corporate that it was so affixed by authority ' granted to him in accordance with the By-Laws of the said Corporation, a he signed is name thereto by like authority. ,:. GLONA H...FOGLE 4. NOTARY PUBLIC - CALIFORNIA PRINCIPAL OFFICE IN I aC';CLSR (Notary P IA K FOGLE i/ uy LOS ANGELES COUNTY My Commission figures Fab.,]Z -194 f1Atc�eission expires xJ 3 6 STATE OF CALUMOM A, Coway San Bernardino .Z ON December 8 19� m¢ _ � ; befe►e may. Tfl' ! �1lSIliIT j" x :t P-11 NA PDNEV , G. I I 'ALL. ,:, _ •: - _ .'mot �, :. 11 i� `i Nacior iaw, '.'warin, C all Iferole S 29,541.14 CaQ Officers* L ' 11 .4NnU y^Agk. SS ,Y(0.78 �.w ._ _ .. 34,8'14:50 4 'ORK INO(F _ 531.412 y .'y PREPAID IMSURANCE 3.109.61 T x �' Rotai.�,ureenyth 35 §,149.9,' _ Coat DAvr�.- ..won!a �. Equipment S 44,237 :15 14. Tratfra and Autos 57,224 p0, 37.83.1.,97 E¢,3�2;;f# 1� GUM FvrrlLu :e a : �F. Equipmeut 8,561 34 G,193.12 y. - 1� �•� DMIding K?Q 50 fF�9RSU W 3& , 76 35182 # U7 _• 1 -... i'' p. s Ai`. �+Y,,� R'.: fit- , , 7 :_ K,r r,). 'R'+E'r : i"-,Z -:° � i •: '3 =' '. -. a rr '6 :. ANN ,,7rc o. R pTAB �t,S3ET5 4174 i MAY 4 ,: M 3,1(2!0 09 �i �- y e4 i♦ 4 II t or ss s 39b 14�. �ffi x v h t *Paid in Jul F @r{ e x s Aw Yp r V_ InAvvy".1 now a- list � L ions .y .... _ _ r .. :tu.:,n .r ..$'1 ]i. .�'.: Yisi�_�,. °i�rfv~3c. . .C.. c.a - '4�. "i'J6Y P.�'• EXHIBIT "A" �! ^AUJ, GAI+ilp}$R. CCF�ORATIOAS b It liJiI,A1tCB 51:¢17 �i I G rtRfB 0 in65 t, I I LIABILITIES PA': A: v.. Ack:ounts Papsi:la - '..rade 3 98,356.07 Accrued Taxes Payable 23,336.24 N Cc,— ensatior. !naursuce Payable 1,943.2E Ij.. I'* - 9siot• Fr,- Income Taxes i Total C ues 157,699.87 � H I ti �4 ,LCAP-ITAL if - 2c obo shares C 'Stock $10 nar &u&hOr 7ada f� �i Issuesf aft QtataC 6,370 Shares S 63,700.00 $ `E Setaine.0 Ramingst' Ba.laca'ct July 1,s $119,970.35 �1$64 ;t InvisQptnt Ciyw 1.005.71 Profit: for tat Itar - labibit I'D" 32.016.16 1534792.22 +seduction is Tacoma You 41.51 153,913.73 i < APITAL SURPLUS B.O�O.OU _227,533.13t !! TOTAL LIABILITIE> s391 1, 42..60 r: H I l I ®c 0 PAUL GARDNER CORPORA•N PAUL GARDNER CORPORATION STATEMENT OF EXPERIENCE CONTRACTING COMPLETION JOB LOCATION AGENCY DATE AND TYPE CASH AMOUNT City of Beverly Hills Aug. '65 Beverly Hills- Street $107,910 Lights City of Los Angeles June '65 Los Angeles - Street 77,662 Lights City of Beverly Hills May, '65 Beverly Hills- Street 123,696 Lights City of Pomona Mar. 165 Pomona - Street Lights 39,406 City of Pomona Feb. '65 Pomona - Street Lights 30,338 ,PROPOSAL ASSESSMENT DISTRICT NO. 49 To the Honorable City Council City of Newport Beach 3300 W. Newport Blvd, Newport Beach, California Gentlemen: The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the plans and specifications and hereby agrees to furnish all labor, materials, equipment, transportation and services, and to do all work required for the construction of "Street 'Lighting System in Assessment District No. 49, City of Newport Beach, Orange County," in strict conformity with the plans and specifications prepared by the Engineer at the following prices: SCHEDULE OF WORK ITEMS ITEM APPROX. ITEM AND UNIT PRICE TOTAL PRICE NO. QUANTITY To be Written in Words To be Written in Numbers 1. One Street Lighting System Lump including fittings, and Sum appurtenances, complete in place for the lump sum price of .......... ...................... ................DOLLARS and ...............CENTS $ Proposal - 1 0 9 The undersigned agrees to complete the work in every detail within ONE HUNDRED AND TWENTY (120) CONSECUTIVE CALENDAR DAYS from the date of execution of the contract. If awarded the contract for the work, the undersigned agrees to sign said contract and furnish the necessary bonds within not less than ten (10) days nor more than twenty -five (25) days after the first publication of the "Notice of Award" of said contract and to begin work within fifteen (15) days from the date of execution of the contract. LIST OF SUBCONTRACTORS The name and location of place of business of each subcontractor who will perform work or labor or render service to the general contractor in or about the construction of the work or improvements in an amount in excess of one -half of one percent (j of 14) of the general contractor's total bid, and the portion of the work which will be done by each subcontractor is set forth as follows: Portion Name Location of Business (Type of Work) Enclosed is bidder's bond, certified check or cashier's Check No. of the for 8 Bank, payable to City of Newport Beach, Oran e County, California, which is not less than ten per cent (10 %) of this bid, and which is given as a guarantee that the undersigned will enter into the contract, if awarded to the undersigned. The undersigned bidder hereby represents as follows: (a) That no Councilman, officer, agent, or employee of the City of Newport Beach is personally interested, directly or in- directly, in this contract, or the compensation to be paid hereunder; and that no representation, oral or in writing, of the City Council, its officers, agents, or employees, has induced him to enter into this contract excepting only those contained in this form of contract and the papers made a part hereof by its terms; Proposal - 2 LI 0 (b) That this bid is made without connection with any person, firm or corporation making a bid for the same work, and is in all respects fair, and without collusion or fraud. Signature of Bidder Business Address Telephone Contractor's License No. License Expires Proposal - 3 Dated , 196_ PROPOSAL ASSESSMENT DISTRICT NO. 49 To the Honorable City Council City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California Gentlemen: 0 The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the plans and specifications and hereby agrees to furnish all labor, materials, equipment, transportation and services, and to do all work required for the construction of "Street Lighting System in Assessment District No. 49, City of Newport Beach, Orange County,11 in strict conformity with the plans and specifications prepared by the Engineer at the following prices: SCHEDULE OF WORK ITEMS ITEM APPROX. ITEM AND UNIT PRICE TOTAL PRICE NO. QUANTITY To be Written in Words To be Written in Numbers 1. One Street Lighting System Lump including fittings, and Sum appurtenances, complete in place for the lump sum price of .......... .............. ................DOLLARS and ...............CENTS Proposal - 1 0 0 The undersigned agrees to complete the work in every detail within ONE HUNDRED AND TWENTY (120) CONSECUTIVE CALENDAR DAYS from the date of execution of the contract. If awarded the contract for the work, the undersigned agrees to sign said contract and furnish the necessary bonds within not less than ten (10) days nor more than twenty -five (25) days after the first publication of the "Notice of Award" of said contract and to begin work within fifteen (15) days from the date of execution of the contract. LIST OF SUBCONTRACTORS The name and location of place of business of each subcontractor who will perform work or labor or render service to the general contractor in or about the construction of the work or improvements in an amount in excess of one -half of one percent (j of 1%) of the general contractor's total bid, and the portion of the work which will be done by each subcontractor is set forth as follows: Portion Name Location of Business (Tyne of Work) Enclosed is bidder's bond, certified check or cashier's Check No. of the Bank, for S payable to City of Newport Beach, Orange County, California, which is not less than ten per cent (10 %) of this bid, and which is given as a guarantee that the undersigned will enter into the contract, if awarded to the undersigned. The undersigned bidder hereby represents as follows: (a) That no Councilman, officer, agent, or employee of the City of Newport Beach is personally interested, directly or in- directly, in this contract, or the compensation to be paid hereunder; and that no representation, oral or in writing, of the City Council, its officers, agents, or employees, has induced him to enter into this contract excepting only those contained in this form of contract and the papers made a part hereof by its terms; Proposal - 2 0 0 (b) That this bid is made without connection with any person, firm or corporation making a bid for the same work, and is in all respects fair, and without collusion or fraud. Signature of Bidder Business Address Telephone Contractor's License No. License Expires Proposal — 3 Dated 9 196_. KNOW ALL MEN BY THESE PRESENTS, that we, , as Principal, and , a corporation organized and existing under the laws of the State of city of , and whose principal office is located in the , as surety, are jointly and severally bound unto City of Newport Beach , Orange County, California, in the sum of DOLLARS ($ ), lawful money of the United States of America, to be paid to said City of Newport Beach, for which payment well and truly to be made, we bind ourselves, our and each of our heirs, successors, executors, administrators and assigns, jointly and severally, by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated 196_, for the "Street Lighting System in Assessment District No. 49, City of Newport Beach of Orange County, California ". NOW, THEREFORE, if the bid or proposal of said Principal shall be accepted, and the contract for such work be awarded to the Principal thereupon by the said City of Newport Beach, and if the Principal shall fail or neglect to enter into a contract therefor, in accordance with the provisions of said bid or proposal and the accompanying instructions to bidders, and to execute adequate faithful performance and labor and material surety bonds, to the Bid Bond - 1 0 0 satisfaction of the said City of Newport Beach, then the sum guaranteed by this bond is forfeited to the said City of Newport Beach. IT IS EXPRESSLY AGREED AND UNDERSTOOD that any errors, clerical, mathematical or otherwise, in the bid or proposal shall not be or constitute a defense to a forfeiture under this bond. IN WITNESS WHEREOF, the above - bounden parties have ex- ecuted this instrument under their several seals this day of , 19_9 the name and corporate party being affixed hereto and these presents duly signed by its under- signed representative pursuant to authority of its governing body. TWO Witnesses (if individual) ATTEST (if corporation) Title Corporate Seal ATTEST: it e Corporate Seal PROJECT TITLE AND NO.: 0 Title to Title Bid Bond - 2 PRINCIPAL SURETY IV .. C/TY OF NEWPORT BEACl,/�' _. I C ASSESSMENT D /STR /CT NO. /4 �' A i FOR CONSTRUCT /ON OF a mccT L /GNT/NG /MppOtInm6 VT8 L,,i - • ouvE' I� 7 I a • J0,4 4I�y ^ i1 I C COLrON df �) r,! C7(�� _ I n .� rJ rQ)_ -_ _\ <ucoN o L J C7 rx U sago Jr i �(i �J 7 PC-- :.__ �%�'�✓ ' ' JTl 0 j 60 DlsrRICT ry I If NO.. /4 s9 sTi 6V(11VDAQY L//VE SO i ❑ nn SV .. .. rt.� SO r� 1 a ❑ �o'q O ' ■ �. 49rH d'T. na ❑ ��,� cca { 4e'� v r L t i os >ti %r ki I a r Y �tio s�� a� G 4 Rz sU.o ,Pip? `YHa cl oV s ' 4 -23-65 `'��: � �' i �•�' �K ,_ . AL 4 LEGAL NOTICE LEGAL NOTICE NOTICE INVITING SEALED PROPOSALS Pursuant to statute and Resolution No. 6235, adopted on the 25th day of October, 1965, by the City Council of the Cit of Newport Beac California, and on file in the office of the City Clerk of said rty, ordering the work described in said Resolution, to -wit: The onstruction of certain street lighting improvements and epp- purte ncea and appurtenantwork in "ASSESSMENT DISTRICT NO. 49" n the City of Newport Beach, all as more particularly de- scribed in Resolution of Intention No. 6213, passed and adopted by the City Council of the City of Newport Beach on the 13th day of September, 1965. For further particulars, reference is hereby made to said Resolu- tion oI Intention No. 6213, and to the plans and drawings on file in the offices of the City Clerk and the Engineer of Work of said City, and to the specifications for the said work heretofore adopted by the said City Council and on file in the offices of the City Clerk and the Engineer of Work of said City, and all of said plans, drawings and specifications heretofore approved by the City Coun- cil of said City are incorporated herein and reference is hereby made thereto for a more particular description of said work, Said City Council has determined and declared that the contem- plated work and improvement heretofore mentioned was, in the opinion of said City Council, of more than local or ordinary public benefit, and the said City Council has made the expense of said . work chargeable upon a district. For the particular description of the said district, reference is hereby made to said Resolution of Intention No. 6213. Said City Council has determined and declared that serial bonds bearing interest at the rate of six per cent (6 %) per annum and ex- tending over a period eadingnine(9)years from the second day of January next succeeding the next September let following their date, will be issued hereunder in the" manner provided by the "Im- pprrovemeat Act of 1911, "being Part 5, Division 7 of the Streets and Highways Code of the State of California, to represent each assess- ! ment of Fifty Dollars ($50.00) or more remaining unpaid at the ex- ! piralion. of the last date fixed for payment of assessment in the notice to property owners mailed pursuant to the provisions of Section 5390 of the Streets and Highways Code. Said City Council has elected and determined to have the redemption provisions of said bonds provide a premium of five per cent (5%) of the anmatured principal in accordance with the rovisions of Section 6464 of the Streets and Highways Code of the p State of California. All of the work herein ordered shall be done and carried through in pursuance of an Act of the Legislature of the State of California, designated the "Improvement Act of 1911','being Division 7 of the Streets and Highways Code. All of the said work shall be done under the direction of and to the satisfaction of the Engineer of Work and all of the materials used shall comply with the specifications and be to the satisfaction of the Engineer of Work instead of the Superintendent of Streets. The said City Council, pursuant to the Labor Code of the State of California, has ascertained and determined that the general prevailing rate of hourly wagges in the locality in which the said work herein described is to be performed, for each craft or type of workman or mechanic needed to execute the contract and also the general prevailing rate for legal holidays and overtime work for each craft or type of workman or mechanic to be as follows: CLASSIFICATION HOURLY RATE ELECTRICIAN - 7/1/65 General Foreman $7.02 Foreman 6.38 Sub Foreman 6.05 Cable Splicer Foreman 6.71 Cable Splicer 6.03 Journeyman Technician 5.73 Journeyman Wireman 5.73 Certified Welder 5.73 Electric Storekeeper (1st -6 mos.) 2.87 Electric Storekeeper (2nd -6 mos.) 3.44 Electric Storekeeper (3rd -6 mos.) 3.72 Electric Storekeeper (4th & thereafter) 4.01 Lineman General Foreman 7.02 Lineman Journeyman 6.38 Crane Operator 5.73 Instrumentation Man 5.73 A -Frame & Fork Lift Operator 5.73 Electrician Groundman (First Year) 4.64 Electrician Groundman (After 1st Year) 4.93 Pension Plan - 1% Health & Welfare - 15¢ hr. Apprentice Trust Plan - $10 semi - annually PIPE TRADES - 10 /1 /65 Utility Pipeline Foreman 5.45 Sub - Foreman 5.25 Utility Pf line Journeyman 5.20 Pension rh n - 6% Health & Welfare - 5%% Vacation & Holidays - 7%% Pipeline Foreman (H. &W. ,31) (Pension .34) 5.685 Pipeline Journeyman (H &W..29) (Pension .30) 5.20 Probationary Pipeline Appr. Helper (H. &W..20) (Pension.22) 3.64 (APPRENTICE SCHEDULE PERIODtAND RATE (Appr. rate by percentage of Journeyman's rate) Electricians (1st -6 mos.) 0.50 Electricians (2nd -6 mos) 0.60 Electricians (3rd -6 mos) 0.65 Electricians (4th -6 mos) 0.70 Plumbers (tat -6 mos) 0.50 Plumbers (2nd -6 mos) 0.55 Plumbers (3rd -6 mos) 0.60 .Pluiabam (4th -6 mos) 0.65 . CARPENTERS - 6/1/65 Health & Welfare - 18¢ per hour Pension - 15¢ per hour Vacation - 15¢ per hour Foreman: Receives not less than 40¢ per hour more than the hourly rate of the highest classification over which he has responsibility. Carpenter $4.64 Men working from a swinging scaffold, or suspended from a rope or cable, shall receive 254 per hour above the applicable Journeyman or Apprentice rate. CEMENT MASONS - 6/1/65 Health & Welfare - 18¢ per hour Pension - 20¢ per hour Vacation - 104 per hour Foreman: When three or more Cement Masons are employed on a 7'ob, one shall be employed as a Foreman and shall receive not less than 40¢ er hour more than the highest classification over which he has leadership. Cement Mason $4.46 Cement Mason, chip pi ag & patching 4.46 Curb Form & Plank Setter, including setting lines, stakes and grades 4.46 Screed Setter, including screed pins 4.46 LABORERS - 5/1/65 Health & Welfare - 16%4 per hour Pension - 15¢ per hour Vacation - 104 per hour Foreman: Not less than 30¢ per hour more than the hourly wage rate Is LEGAL NOTICE LEGAL NOTICE of the classification over which he has leadership, Laborer - General or Construction 3.60 Demolition laborer, the Cleaning of Brick & Lumber 3.60 Dry Packingg of Concrete 3.60 Operator of Pneumatic & Electric 'fools, Vibrating Machines & similar mechanical tools not separately classified herein 3.81 Concrete Saw Man, excluding Tractor Type 3.81 Flagman 3.60 Concrete Curer Impervious Membrane & Form Oiler 3.79 Laying of all non - metallic pipe, incl. Sewer Pipe, Drain Pipe & Underground Tile 3.91 Making & Caulking of all non- metallic Pipe Joints 3.79 OPERATING ENGINEERS Health & Welfare - 15¢ per hour Pension - 15¢ Per hour Vacation - Holiday Savings Fund - 304 Foreman: Receives not less than 354 per hour over the hourly rate of the highest classification under his direction. GROUP I - 6/1/65 Air Compressor, Pump or Generator Operator $4.38 Engineer -Oiler and Signalman 4.38 GROUP 11 - 6/1/65 Generator, Pump or Compressor Operator (2-5 inclusive, portable units) 4.62 Ski load - Wheeltype - Ford, Ferguson, Jeep or similar type yard or less (Without dragtype attachments) 4.62 Truck Crane Oiler 4.62 GROUP HI - 6/l/65 A -Frame or Winch Truck Operator 4.86 Equipment Greaser 4.86 Ford, Ferguson or Similar Type (With Dragtype Attachments) 4.86 Hydra- Hammer or Similar Type Equipment 4.86 Power Concrete Saw Operator 4.86 GROUP IV - 6/1/65 Boring Machine Operator $4.97 Power Sweeper Operator 4.97 Roller Operator, Compacting 4.97 Trenching Machine Operator (Up to 6 foot depth capacity, manufacturer's rating) 4.97 GROUP V - 6/1/65 Pavement - Breaker Operator 5.16 Skip Loader Wheel Type over yard, up to and including 1 /r yards 5.16 TEAMSTERS - 8/1 /65 Health & Welfare - 204 per hour Pension - 154 per hour OWNER- OPERATORS - owning tractor only, to be pput on payroll of Cootractorall others, payments of 12%¢ per hour (504 per half day, $1.00 per fall day) to provide Health & Welfare) Foremen: When a Contractor employs on his payroll, on a jobsite, 11 or more Teamsters operating equipment under the jurisdiction of the Teamsters, excluding my equipment less than six tons and mainten- ance equippment, the Contractor shall designate one Teamster as a working Foreman and he shall receive 25¢ per hour more than the highest classification over which he is Foreman. Driver of Dump Track of less than: 4 yards water level $4.20 4 yards but less than 8 yards water ]eve) 4.23 8 yards but less than 12 yards water level 4.28 12 yards but less than 16 yards water level 4.36 16 yards but less than 25 yards water level 4.58 25 yards or more, water level (single unit or combination of vehicles, excluding trash or rubbish trucks) 5.04 Driver of Truck Legal Payload Capacity: Less than 6 tons 4.20 6 tons to 10 tons 4.23 10 tons to 15 tons 4.28 15 tons to 20 tons 4.36 20 tons or more 4.58 Driver of Dumpster Truck 4.58 Driver of Transit -Mix Track - Under 3 yards 4.44 Driver of Transit -Mi x Truck - 3 Yards or more 4.58 Water or Tank -Type Truck Driver - Under 2500 Gallons 4.26 Water or Tank -Type Truck Driver - 2500 gallons to 4000 gallons 4.38 Water or Tank -Type Truck Driver - 4000 gallons up 4.50 Truck Greaser and Tireman 4.53 Truck Repairman 5.165 Truck Repairman Helper 4.445 •A -Frame or Swedish Crane Driver 4.885 Anyy classification herein omitted shall not be less than the pre - vafling wage rates paid in the County of Orange. Provided that overtime rates, rates of Pay for Saturdays,. Sundaya and holidays shall apply to those holidays as recognized in the collective bargaining agreement applicable to the particular craft, classification or type of workman employed on the project. It shall be mandatory upon the contractor to whom the contract is awarded and upon any subcontractor under him to pay not less than the rates specified herein to all laborers, workmen and mechanics employed by them in the execution of the contract. NOTICE IS HEREBY GIVEN inviting sealed proposals or bids for doing all of the work hereinbefore described and ordered in said Resolution Ordering Work No. 6235, to be presented to th! City Clerk at the City Clerk's Office in the City Hall of said City up to the hour of 10:00 o'clock a.m. of Wednesday, December 8, IM. at which time the bids and proposals so received will be.:4pened, examined and declared by the City Clerk at a public meeting in the City Clerk's Office. The proposals or bids offered shall be accompanied by a check payable to the order of said City, certified by a responsible bank, or a bond as required by low, for an amount not less than ten per cent (10 %) of the aggregate of the proposal. Each bid shall be made out on a form to be obtained from the Enggineer of Work of said City. All of theworkwill be done under the "Improvement Act of 1911. When the work is completed and accepted by the City Council and the assessment is confirmed, a warrant, assessment and diagram will be delivered to the contractor, or his assigns, for the total cost of the work, including all incidental expenses which he has advanced to the City, less any cash contributions made by the City. NOTICE IS FURTHER HEREBY GIVEN to the bidders that the successful bidder shall payto the City at the time of executing the contract a cash payment for incidental expenses incurred by the City up to the date when the contract is signed, estimated to be $5,800.00. At the conclusion of the work and at the time the con- tractor receives the warrant, assessment and diagram, he shall pay to the City an additional cash payment for the balance of the inci- dental expenses. The contractor to whom an award may be made will be re qq aired to furnish with the contract two surety bonds, one faithful pperformance bond in an amount equal to not less than fifty per cent l50 %) of the aggregate amount of the bid, and one material and labor bond in an amount equal to not less than fifty per cent (50 %) of the aggregate amount of the bid. The City Council of said City reserves the right to reject any and all bids and to waive any informality in a bid not affected by law. Dated this 9th day of November, 1965. MARGERY SCHROUDER City Clerk of the City of Newport Beach, California. _publish: Nov, 11, 18, 1965, in the Newport Harbor Ensign r_ 1 21 31 41 5 6 7 8 9 10 11 12 113 14 15 161 17 18 19 20 21 22 23 24 25 26 27 28 29, 30, 31 32 LAW OFFICES OF RIMEL. HARVEY & HELSING FOURTH FLOOR 1010 NORTH MAIN RT. BANTA ANA. i CAYFORNIA 92701 C - / o F J� 1 44 °1Of M.5 NOTICE INVITING SEALED PROPOSALS Pursuant to statute and Resolution No. 6235 , adopted on the 25th day of October , 1965, by the City Council of the City of Newport Beach, California, and on file in the office of the City Clerk of said City, ordering the work described in said Resolution, to -wit: The construction of certain street lighting improvements and appur- tenances and appurtenant work in "ASSESSMENT DISTRICT NO. 49" in the City of Newport Beach, all as more particularly described in Resolution of Intention No. 6213, passed and adopted by the City Council of the City of New- port Beach on the 13th day of September, 1965. For further particulars, reference is hereby made to said Resolution of Intention No.. 6213, and to the plans and drawings on file in the offices of the City Clerk and the Engineer of Work of said City, and to the specifications for the. said work heretofore adopted by the said City Council and on file' in the offices of the City Clerk and the Engineer of Work of said City, and all of said plans, drawings and specifications heretofore approved.by the City Council of said City are incorporated herein and reference is hereby made thereto for a more particular description of said work.. Said City Council has determined and declared that the contemplated work and improvement heretofore mentioned was, in the opinion of said City Council, of more than local or ordinary public benefit, and the said City Coun- cil has made the expense of said work chargeable upon a district. For the par - ticular description of the said district, reference is hereby made to said Resolution of Intention No. 6213. Said City Council has determined and declared that serial bonds bear- ing interest at the rate of six per cent (6 %) per annum and extending over a period ending nine (9) years from the second day of January next succeeding the next September 1st following their date, will be issued hereunder in the manner provided by the "Improvement Act of 1911," being Part 5, Division 7 of the Streets and Highways Code of the State of California, to represent each assessment of Fifty Dollars.($50. 00) or more remaining unpaid at the expirat of the last date fixed for payment of assessment in the notice to property -1, 1� owners mailed pursuant to the provisions of Section 5390 of the Streets and 2!'1, Highways Code. Said City Council has elected and determined to have the 3!! redemption provisions of said bonds provide a premium of five per cent (5 %) 4Ii of the unmatured principal in accordance with the provisions of Section 6464 I' 5li of the Streets and Highways Code of the State of California. 61i 1 All of the work herein ordered shall be done and carried through in ;I 7 pursuance of an Act of the Legislature of the State of California; designated the "Improvement Act of 1911," being Division 7 of the Streets and Highways Code. 10 I All of the said work shall be done under the direction of and to the 11 I! satisfaction of the Engineer of Work and all of the materials used shall comply 12 with the specifications and be to the satisfaction of the Engineer of Work 13 of the Superintendent of Streets. 144 The said City Council, pursuant to the Labor Code of the State of Cali - 1 15 it fornia, has ascertained and determined that the general prevailing rate of 1611 hourly wages in the locality in which the said work herein described is to be ; 17 it performed, for each craft or type of workman or mechanic needed to execute 15 the contract and also the general prevailing rate for legal holidays and overtime 191. work for each craft or type of workman or mechanic to be as follows: j 20� j 1 II 211; CLASSIFICATION HOURLY RATE 22 ELECTRICIAN - 7/1/65 I 2311 General Foreman $ 7.02 1 Foreman . $ 6.38 24 1 Sub Foreman 6.05 Cable Splicer Foreman 6.71 25 Cable Splicer 6.03 Journeyman Technician 5.73 26 Journeyman Wireman .5.73 Certified Welder 5.73 27 Electric Storekeeper (1st -6 mos.) 2.87 Electric Storekeeper (2nd -6 mos.) 3.44 28 Electric Storekeeper (3rd -6 mos. ) 3.72 Electric Storekeeper (4th & thereafter) 4.01 29 Lineman General Foreman 7.02 l Lineman Journeyman 6.38 30 ICrane Operator 5.73 Instrumentation Man 5.73 3111, A -Frame & Fork Lift Operator 5.73 32 LAW OFFICES OI 11, RIMEL.HARVEY& HELSING i FOURTHFLOOR 1010 NORTH MAIN ST. - SANTA AN^. CAUPORH1A 92701 _ 1. Ci_ SSIF1CATlOti 2. ELECTS ICIAti (cont'd) 9 70 11 12 13 14 15 iJ 17 1& 19 20 21 22 23 24 25 ectrician Grcuncrnan (First Year) Electrician Groundma_i (After 1st Year) TD .lion Plan - 17o lealth & Welfare - 156 hr. Apprentice Trust Plan - $10 semi - annually PIPE TRADES - 10/1/65 Utility Pipeline Foreman' Sub - Foreman U41 L.,ty Pioe_ire Journeyman Pension Plan - 6% Health & Welfare - 5-1/2% Vacation & Holidays - 7 -1/2 % HOURLY RATE 4. 164 4.93 5.45 5.25 5.20 Pipeline Foreman ( . &W... 31) (Pension. .34) 5. 685 Pipeline Journeyman (1. &W. .29) (Pension .30) 5.20 Probationary Pipeline Appr. Helper (R. &W. .20) (Pension .22) 3.64 (Apprenticeship & Journeyman Training 2 1/2¢) tAppr. rate by percentage of Journeyman's rate) Electricians (1st -6 mos) 0.50 Electricians (2nd -6 mos) 0.60. Electricians (3rd -6 mos) 0.65 Electricians (4th-6 mos) 0.70 Plumbers (1st -6 mos) 0.50 r: tubers (2nd -6 mos) 0.55 Plumbers (3rd -6 mos) 0.60 Plumbers (4th -6 mos) 0.65 CARPENTERS - 6/1/65 Health & Welfare - 1U per hour Pension - 151 per hour Vacation -.156 per hour Foreman: Receives not less than 40� per hour more than the hourly rate of the highest classification over which he has responsibility. Carpenter $ 4.64 Men working from a swinging scaffold, or suspended from a rope or cable, shall receive W per hour above the applicable Journeyman, or Apprentice rate. CE,I-IE\T MASONS - 6/1165 26 1 Health & Welfare - 1U per hour Pension - 20� per hour 27 J'; Vacation - 10� per hour Foreman: When three or more Cement Masons are employed on a job, one 26 shall be employed as a Foreman and shall receive not less than 4U per hour more than the highest classification over which he 29 has leadership.. 3G li C er.,ent Mason $ 4.46 r Cement Mason, chipping & patching 4.46 31 Curb Form & Plank Setter, including setting lines, i stakes and grades 4.46 32 ! Screed Setter, including screed pins .4.46 LAW OFFICES OF RIM.EL. HARVEY & HELSING FOURTH FLOOR' 1010 NORTH MAIN ST. I SANTA ANA. -3- - ' GAupORrv1A 92701 0 3': 6 7; i G: i 9 10 !, i 11 12 13 14 15 16 1", 13 19 20 21 22 23 24 25 26 27 28 29 30 31 $2 LAW OFFICES OF RI.AEL. HARVEY S HELSING�i FOURTH FLOOR 1010 NORTH MAIN ST. SANTA ANA. CALIFORNIA 91701 C LA SSIFICA TION HOURLY RATE i= .730 -'„ERS - 5/1/65 Healt & Welfare - 16 1 /U per hour Pension - 15¢ per hour Vacation - 1U per hour Foreman: Not less than 30¢ per hour more than the hourly wage rate of the classification over which he has leadership. Laborer - General or Construction 3. 60 Demolition Laborer, the Cleaning of Brick & Lumber 3. 60 Dry Packing of Concrete 3. 60 Operator of Pneumatic & Electric Tools, Vibrating Machines & similar mechanical tools not separately classified herein 3.81 Concrete Saw Man, excluding Tractor Type 3.81 Flagman 3. 60 Concrete Curer Impervious Membrane & Form Oiler 3.179 Laying of all non - metallic pipe, Incl. Sewer Pipe, Drain Pipe & Underground Tile 3. 91 Raking & Caulking of all non - metallic Pipe Joints 3.79 OPERATI \G ENGINEERS Health & Welfare - 15q�' per hour Pension - 15� per hour Vacation - Holiday Savings Fund - 3U Foreman: Receives not less than 35� per hour over the hourly rate of the highest classification under his direction. GROUP I - 6/1/65 Air Compressor, Pump or Generator Operator $ Engineer -Oiler and Signalman GROUP H - 611165 Generator, Pump or Compressor Operator (2 -5 inclusive, portable units) Skiploader- Wheeltype -Ford, Ferguson, Jeep or similar type 3/4 yard or less (Without dragtype attachments) truck Crane Oiler GROUP III - 6/1/65 A -Frame or Winch Truck Operator Equipment Greaser Ford; Ferguson or Si.. ilar Type (With Dragtype Attachments) Hydra - Hammer or Similar Type Equipment Power Concrete Saw Operator GROUP IV - 6/1/65 Boring Machine Operator Power Sweeper Operator Roller Operator, Compacting Trenching Machine Operator (Up to 6 foot depth capacity, manufacturer's rating) GROUP V - 6/l/65 Pavement- Breaker Operator Skip Loader Wheel Type over 3/4 yard, up to and including 1 1/2 yards -4- 4.38 4.38 4.62 4.62 4.62 4.86 4.86 4.86 4.86 $ 4.97 4.97 4.97 4.97 5.16 5.16 i 4'' i 51 gel 7 �!I 8 �:! • • CLASSIFICATION HOURLY RATE TEAMSTERS - 8/1/65 Health & Welfare - 20¢ per hour Pension - 15¢ per hour OWNER -OPERATORS -owning tractor only, to be put on payroll of Contractor; all others, payments of 12 1/2� per hour (50li per half day,. $1.00 per full day) to provide Health & Welfare). Foremen: When a Contractor employs on his payroll, on a jobsite, 11 or more Teamsters operating equipment under the jurisdiction of the Teamsters, excluding any equipment less than six tons and maintenance equipment, the Contractor shall designate one Teamster as a working Foreman and he shall receive 256 per hour more than the highest classification over which he is Foreman. 9 Driver of Dump Truck of less than: 4 yards water level $ 4.20 101 4 yards but less than 8 yards water level 4.23 8 yards but less than 12 yards water level 4.28 11 12 yards but less than 16 yards water level 4.36 16 yards but less than 25 yards water level 4.58 1211 25 yards or more, water level (single unit or 13 combination of vehicles, excluding trash or ii rubbish trucks) 5.04 14 li 1! Driver of Truck Legal Payload Capacity: Less than 6 tons 4.20 15 6 tons to 10 tons 4.23 10 tons to 15 tons 4.28 161: 15 tons to 20 tons 4. 36 20 tons or more 4.58 17 II Driver of Dumpster Truck 4.58 II Driver of Transit -Mix Truck - Under 3 yards 4.44 1811 Driver of Transit -Mix Truck - 3 Yards or more 4.58 it Water or Tank -type Truck Driver- Under 2500 Gallons 4.26 19 ! Water or Tank -Type Truck Driver - 2500 gallons to 4000 gallons 4.38 i Water or Tank -Type Truck Driver - 4000 gallons up 4.50 20 t Truck Greaser and Tireman 4.53 Truck Repairman 5.165 2111 Truck Repairman Helper 4.445 ii A -Frame or Swedish Crane Driver 4.885 22 �i 23 Any classification herein omitted shall not be less than the prevailing wage rates paid in the County of Orange. 24 i; Provided that overtime rates, rates of pay for Saturdays, Sundays and holidays shall apply to those holidays as recognized in the collective bargaining agree - F 2V 1 ment applicable to the particular craft, classification or type of workman 26 i 1 employed on the project. 27 II I It shall be mandatory upon the contractor to whom the contract is 28!1 1 I awarded and upon any subcontractor under him to pay not less than the rates 29 1 specified herein to all laborers, workmen and mechanics employed by them in ii 3011 the execution of the contract. NOTICE IS HEREBY GIVEN inviting sealed proposals or bids for doing 32 ii all of the work hereinbefore described and ordered in said Resolution Ordering LAW OFFICES OF 1I R1MEL. HARVEY& HELSING FOURTH FLOOR IOIO NORTH MAIN ST. SANTA ANA. J ' CALIFORNIA 02701 I � - y 1: I Work No. 6235, to be presented to the City Clerk at the City Clerk's Office ;I I in the City Hall of said City up to the hour of 10:00 o'clock a. m. of Wednesday, !i December 8, 1965, at which time the bids and proposals so received will be 1 opened, examined and declared by the City Clerk at a public meeting in the F City Clerk's Office. 6 J The proposals or bids offered shall be accompanied by a check payable 7 i to the order of said City, certified by a responsible bank, or a bond as requirec 8 by law, for an amount not less than ten per cent (10 %) of the aggregate of the i 5 proposal. Each bid shall be made out on a form to be obtained from the 10 Engineer of Work of said City. 11. I All of the work will be done under the "Improvement Act of 1911. I' 1 1f' When the work is completed and accepted by the City Council and the assess - 1 ment is confirmed, a warrant, assessment and diagram will be delivered to 14 i the contractor, or his assigns, for the total cost of the work, including all 15 I incidental expenses which he has advanced to the City, less any cash contri- 16 VIII 1 butions made by the City. 17 NOTICE IS FURTHER HEREBY GIVEN to the bidders that the success - 18 , ful bidder shall pay to the City at the time of executing the contract a cash 19 payment for incidental expenses incurred by the City up to the date when the 20 contract is signed, estimated to be $5, 800. 00. At the conclusion of the work 21 and at the time the contractor receives the warrant, assessment and diagram, 22 he shall pay to the City an additional cash payment for the balance of the inci- 23 j dental expenses. 24 The contractor to whom an award may be made will be required to 25 furnish with the contract two surety bonds, one faithful performance bond in 26 an amount equal to not less than fifty per cent (501o) of the aggregate amount 27 of the bid, and one material and labor bond in an amount equal to not less than 28 fifty per cent (50 %) of the aggregate amount of the bid. 29, The City Council of said City reserves the right to reject any and all 30 bids and to waive any informality in a bid not affected by law, 31 Dated this (Z-- day of 1965. 32 �! MARGERY SCHROUDER, City Clerk of the City of Newport Beach, California. LAW OFFICES of RIMEL. HARVEY& HELSING FOURTH FLOOR 1010 NORTH MAIN ST. -6- SANTA ANA. CAUFOMIA 92701 i �. OTY OF NEWPORT BEACC COUNCILMEN x Volume 19 - Page 84 x Minutes of REGULAR MEETING OF THE CITY COUNCIL Date of Meeting: October 25, 1965 Time of Meeting: 7:30 P.M. DRAFT °r \01\;0, Index lace �f Veeino• Cnnril MINUTESc Roll Call: Present x x x x x x Absent x The reading of the Minutes of the Regular Meeting of September 27, 1965, and the Adjourned Regular Meeting Motion x of October 11, 1965, was waived and the Minutes were Ayes x x x x x x approved as submitted. Absent x HEARINGS: 1. Assessment District No. 49: The City Clerk stated that this was the time and place fixed for the hearing of the protests or objections as described in Resolution of Intention No. 6213 in the matter of the construction of street lighting facilities and appurtenances and appurtenant work in "Assess- ment District No. 49," as described in said Resolution. The City Clerk reported that Affidavits in support of the publication of the Resolution of Intention, the mailing of printed notices of the adoption of said Resolution, and the posting of the Notice of Improvement, as required by law, had been made and were on file in her office. The Mayor inquired of the City Clerk if any written pro- tests or objections against the work or the District had been filed with her in said matter. The Clerk reported that six written protests had been filed with her prior to the time set for the hearing by the following: Mrs. Ethyl M. Ferguson, 124 42nd Street, Newport Beach; Mr. R. W. Fitzpatrick, 2338 Chapman Road, LaCrescenta (an inquiry about cost, may not be pro- test); Dr, and Mrs. Robert R. Campbell, 123 Center Street, Anaheim; Ethel M. DeBard, 119 42nd Street, Newport Beach; Donald A. Hart, 120 - 120-1/2 46th Street, Newport Beach; and George A. Ely, 6611 Seashore Drive, Newport Beach. Mayor Gruber announced that this was the time and place set for the hearing of protests or objections against the work or the District, each as set forth in the Resolution of Intention hereinbefore mentioned, and he asked if anyone present desired to be heard in said matter. The City Clerk read said letters of protest. i Page 84 *CITY OF NEWPORT BE COUNCILMEN Volume 19 - age 85 o a m m o c+ Index October 25 1965 William McCann, property owner within the City, com- mended the Council on the project and suggested that the Council look into obtaining funds from the Federal Government in this matter. Donald Simpson, the Engineer of Work, reported that the protests presented represented less than 1% of the total area of the Assessment District. No one else desired to speak from the audience. All protestants having been heard and an opportunity having been given to all persons desiring to be heard, and a full, fair, and impartial hearing having been grant- ed, and the City Council having before it a diagram of the Assessment District and being familiar with the Assessment District and having considered all protests Motion x filed, and having considered the matter as to the area of Roll Call: property represented by said protestants, the following Ayes x x x x x x Minute Resolution was adopted on roll call vote: Absent x WHEREAS, certain protests have been filed by those listed above, and others, protesting against the doing of the work and improvement described in Resolution of Intention No. 6213, or against the Assessment District therein described; and WHEREAS, the City Council has carefully con- sidered all protests or objections and having con- sidered the area of the District represented by said protests; NOW, THEREFORE, BE IT RESOLVED by this City Council, that it does hereby find and determine that the said protests or objections have been made by the owners of less than one -half of the area of the property to be assessed for said work and improve- ment, as set forth in said Resolution of Intention No. 6213; and BE IT FURTHER RESOLVED, that each and all of the said protests or objections be and they hereby are overruled. Attorney Jack J. Rimel spoke from the audience and stated that he had prepared a Resolution ascertaining and determing the prevailing rate of wages to be paid for subject public work. Page 85 WITY OF NEWPORT BEA M Volume 19 - ge 86 Index October 25 1965 COUNCILMEN N� a O Resolution No. 6234 of the City Council of the City of Newport Beach, California, ascertaining and determing Motion x the prevailing rate of wages to be paid for the public Roll Call; work described in Resolution of Intention No. 6213, was Ayes x x x x x x adopted. Absent x Councilman Cook stated for the record, "I do not oppose the Lighting District per se, but with an area that un- doubtedly will be changed and have its face lifted a great deal before the thirty -two years are up before we start to break even and lose money, I feel rather strongly that there is another method, cheaper for all the people, therefore I refrain from voting; I am not against the Assessment District." Resolution No. 6235 of the City Council of the City of Motion x Newport Beach, California, ordering the work described Roll Call: in Resolution of Intention No. 6213, was adopted. Ayes x x x x x Absent x Abstained from voting x It was agreed that the bids would be called for to be opened at 10:00 A. M, on December 8, 1965. 2. Assessment District No. 50: Mayor Gruber opened the public hearing in accordance with Resolution No. 6214 in the matter of the installa- tion of street lighting improvement and appurtenances in Assessment District No. 50, and announced that this was the time and place fixed by the Council to consider protests by all interested persons who wished to object to the installation of street lights and appurtenances in proposed Assessment District No. 50 which includes all of Balboa Island. The City Clerk reported that Affidavits in support of the publication and posting of the Notice of Hearing, as re- quired by law, had been made and were on file in her office. The Mayor inquired of the City Clerk if any written protests or objections to the proposed improvement or the assessment therefor had been filed with her in said matter. The City Clerk reported that seven written protests had been filed with her prior to the time set for the hearing by the following: Helen R. Gwynn and Delight G. Bucop, 609 North Bay Front; W. C. Reeder, 607 North Bay Front; Page 86 0 0 City 64rk City Attorney City Clerk Resolution No. 6255 December 20, 1965 Enclosed are two copies of Resolution No. 6255 reparding award of contract to Paul Gardner Corporation in connection with Assessment District No. 49. MarE,ery Schmuder, City Clerk dg Encls.