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C-937 - Construction of the Water Control Facilities
c/Ty cl-eA;,Ilr CONTRACT NO. 937 CITY OF NEWPORT BEACH b CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF THE WATER CONTROL FACILITIES APPROVED BY THE CITY COUNCIL ON THIS BOTH DAY OF OCTOBER, 1966. LAURA LAQ1030 CTING CITY CLERK j CITY OF NEWPORT BEACHp CALIFORNIA NOTICE OF INVITING BIDS SEALED BIDS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERKS CITY HALL, NEWPORT BEACH., CALIFORNIA: UNTIL 10 :30 A.M.j ON THE STN DAY OF NOVEMBER., 1966, AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READS FOR PERFORMING WORK AS FOLLOWS: THE CONSTRUCTION OF THE WATER CONTROL FACILITIES (CONTRACT NO. 937) NO BID WILL BE RECEIVED UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED BY THE PUBLIC WORKS DEPARTMENT. EACH BID MUST BE ACCOMPANIED BY CASHO CERTIFIED CHECK OR BIDDER IS BOND MADE PAYABLE TO THE CITY OF NEWPORT BEACHO FOR AN AMOUNT EQUAL TO AT LEAST 10 PERCENT OF THE AMOUNT BID. THE DOCUMENTS INCLUDED WITHIN THE SEALED BIDS WHICH REQUIRE COMPLETION AND EXECU- TION ARE THE FOLLOWING: 1. — PROPOSAL 2. PAGE — DESIGNATION OF SUB — CONTRACTORS 3: PAGE BIDDERS BOND 7I PAGE 9 - NON— COLLUSION AFFIDAVIT 5. PAGEIO — CONTRACTOR'S FINANCIAL STATUS THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE AND CORRECT SIGNATURES AND SEALS OF THE CORPORATIONS PARTNERSHIPS JOINT VENTURE AND/OR INDIVIDUAL. IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR COOEA THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH 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 NO. 6258. A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT BEACH. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEERS ESTIMATE OF THE QUANTI- TIES OF WORK TO BE DONE. No BID WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS' CODE. PLANS AND SPECIFICATIONSO FORMS OF PROPOSALSO BONDSp AND CONTRACT MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT, CITY HALL., NEWPORT BEACH.. CALIFORNIA. A NON— REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF STANDARD SPECI- FICATIONS. A REFUNDABLE DEPOSIT-OF 5.00 WILL BE REQUIRED FOR EACH SET OF PLANS., SPECIAL PROVISIONSo AND CONTRACT DOCUMENTS. NO REFUNDS WILL BE MADE LATER THAN 60 DAYS AFTER AWARD OF BID. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY INFORMALITY IN SUCH BIDS. CITY OF W WPORT BEACH., CALIFORNIA LAURA LAG1030 ACTING CITY CLERK TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH CALIFORNIA PROPOSAL FOR CONTRACT NO. 937 THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE PROPOSED WORK AND HE HAS READ THE NOTICE INVITING BIDS, THAT HE HAS EXAMINED THE PLANS, CITY OF NEWPORT BEACH DRAWINGS W- 5030 -S, AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE WATER CONTROL FA21'LIT'IE310 i CONTR'ACT-,NO. 937; AND. HE.R48YA.?ltOPOSE3. "T0 FURNISH AND INSTALL ALL PIPES, VALVES, MISCELLANEOUS MATERIALS, CONNECTIONS, STRUC- TURES, AND APPURTENANCES REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH SAID PLANS, THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH, THE SPECIAL PROVISIONS, AND THAT HE WILL TAKE IN FULL PAYMENT THEREFOR, THE FOLLOWING UNIT PRICES FOR EACH ITEM COMPLETE IN PLACE, TO WIT: ITEM No. ITEM DESCRIPTION AND PRICE WRITTEN IN WORDS TOTAL AMOUNT VALVE STRUCTURE A. CONSTRUCTION OF 30 -IN. LINE VALVE STRUCTURE; COMPLETE, INCLUDING INTERIOR AND EXTERIOR PIPING, VALVES, FITTINGS, CONNECTIONS, SHORING AND REMOVAL OF EXISTING FACILITIES TWELVE THOUSAND, EIGHT HUNDRED, FORTY DOLLARS Y AND p�' NO CENTS $ 12,84O.00 2 VALVE STRUCTURE B. CONSTRUCTION OF 30 -IN. LINE VALVE STRUCTURE; COMPLETE, INCLUDING INTERIOR AND EXTERIOR PIPING, VALVES, FITTINGS, CONNECTIONS, SHORING AND REMOVAL OF EXISTING FACILITIES SIXTEEN THOUSAND, ONE HUNDRED & EIGHTY DOLLARS AND p NO CENTS $ 16,180.00 3 VALVE STRUCTURE C. FURNISH AND INSTALL 18 -IN. VALVE, PIPING, CONNECTIONS, SUPPORTS AND REMOVAL OF EXISTING FACILITIES TWENTY THREE HUNDRED & EIGHTY -FIVE DOLLARS AND NO CENTS $ 2,385.00 4 CONNECTION D. FURNISH AND INSTALL 12 -IN. VALVE, PIPING, CONNECTIONS, AND REMOVAL OF EXISTING FACILITIES Q TWENTY HUNDRED AND FIFTY DOLLARS AND NO CENTS 2,050.00 TOTAL PRICE WRITTEN IN WORDS THIRTY THREE THOUSAND, FOUR HUNDRED & FIFTY FIVE DOLLARS AND __. NO CENTS TOTAL $ 33,,5__ 5. __..iz � .� i TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH CALIFORNIA PROPOSAL FOR CONTRACT NO. 937 THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE PROPOSED WORK AND HE HAS READ THE NOTICE INVITING BIDS, THAT HE HAS EXAMINED THE PLANS, CITY OF NEWPORT BEACH DRAWINGS W- 5030 -S, AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE WATER CONTROL FA21'LIT'IE310 i CONTR'ACT-,NO. 937; AND. HE.R48YA.?ltOPOSE3. "T0 FURNISH AND INSTALL ALL PIPES, VALVES, MISCELLANEOUS MATERIALS, CONNECTIONS, STRUC- TURES, AND APPURTENANCES REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH SAID PLANS, THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH, THE SPECIAL PROVISIONS, AND THAT HE WILL TAKE IN FULL PAYMENT THEREFOR, THE FOLLOWING UNIT PRICES FOR EACH ITEM COMPLETE IN PLACE, TO WIT: ITEM No. ITEM DESCRIPTION AND PRICE WRITTEN IN WORDS TOTAL AMOUNT VALVE STRUCTURE A. CONSTRUCTION OF 30 -IN. LINE VALVE STRUCTURE; COMPLETE, INCLUDING INTERIOR AND EXTERIOR PIPING, VALVES, FITTINGS, CONNECTIONS, SHORING AND REMOVAL OF EXISTING FACILITIES TWELVE THOUSAND, EIGHT HUNDRED, FORTY DOLLARS Y AND p�' NO CENTS $ 12,84O.00 2 VALVE STRUCTURE B. CONSTRUCTION OF 30 -IN. LINE VALVE STRUCTURE; COMPLETE, INCLUDING INTERIOR AND EXTERIOR PIPING, VALVES, FITTINGS, CONNECTIONS, SHORING AND REMOVAL OF EXISTING FACILITIES SIXTEEN THOUSAND, ONE HUNDRED & EIGHTY DOLLARS AND p NO CENTS $ 16,180.00 3 VALVE STRUCTURE C. FURNISH AND INSTALL 18 -IN. VALVE, PIPING, CONNECTIONS, SUPPORTS AND REMOVAL OF EXISTING FACILITIES TWENTY THREE HUNDRED & EIGHTY -FIVE DOLLARS AND NO CENTS $ 2,385.00 4 CONNECTION D. FURNISH AND INSTALL 12 -IN. VALVE, PIPING, CONNECTIONS, AND REMOVAL OF EXISTING FACILITIES Q TWENTY HUNDRED AND FIFTY DOLLARS AND NO CENTS 2,050.00 TOTAL PRICE WRITTEN IN WORDS THIRTY THREE THOUSAND, FOUR HUNDRED & FIFTY FIVE DOLLARS AND __. NO CENTS TOTAL $ 33,,5__ 5. __..iz � .� ', ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN aTIMATED QUANTITIES OF WORK AS INDICATED IN THIS PROPOSALS TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER., IN CASE OF A DISCREPANCY BETWEEN WORDS AND FIGURES THE WORDS SMALL PREVAIL. IN CASE OF AN ERROR IN THE EXTENSION OF A UNIT PRICE, THE CORRECTED EXTENSION SHALL BE CALCULATED AND THE BIDS WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON:THE BASIS OF THE CORRECTED TOTALS* THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS PROPOSAL ARE APPROXIMATE ONLY* BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS. . THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT THE -CITY' WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED IN MAKING UP THIS BID. THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT WITH NECESSARY BONDS WITHIN TEN (10) DAYS NOT INCLUDING SUNDAY, AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT IS READY FOR SIGNATURES THE PROCEEDS OF CHECK OR BOND ACCOMPANY- ING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH. LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING FOR THE REGISTRATION OF CONTRACTORS LICENSE NO. 235338 A ACCOMPANYING THIS PROPOSAL IS VLASH�.LERTIFIED LHECK) LASMIER'S LMECK OR tlOND) IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID.PRICE. 636 -G %9? SOUTHERN PACIFIC CONSTRUCTORS PHONE NUMBER IDDER'S NAME (SEAL) o (S) W.D. TAYLOR 8 NOVEMBER , 1966 'N.D. TAYLOR PRESIDENT & MANAGER DATE AUTHORIZED SIGNATURE 3380 ELM AVENUE„ LONG 3E:..:H BIDDERS ADDRESS AUTHORIZED SIGNATURE A CORPORATION TYPE OF ORGANIZATION JINDIVIDUALO CORPORATIONS CO- PARTNERSMIP) 1+ LIST BELOW NAMES OF PRESIDENTS SECRETARY, TREASURER AND MANAGER IF A CORPORATIONS� AND NAMES OF ALL CO- PARTNERS IF A CO- PARTNERSHIP: W.D. TAYLOR MARJOR;E M. ANDERSON . PRESIDENT AND MANAGER SECRETARY F ' PAGE 3 s DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB —BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB— CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BIDO SUBJECT TO THE APPROVAL OF THE CITY ENGINEERS AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB — CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE ENGINEER. ITEM OF WORK SUB — CONTRACTOR ADDRESS 3. 4. 5• 6. 7' 9 10 II. _ SOUTHERN.PACIFIC CONSTRUCTORS_ BIDDER'S NAME (S) W.D. TAYLOR W.D. TAYLOR PRESIDENT AUTHORIZED SIGNATURE A CORPORATION TYPE OF ORGANIZATION (INDIVIDUALS COPARTNERSHIP OR CORPCRATION) 3380 ELM AVENUE (P.O. BOX 7608) LONG BEACH2 CALIFORNIA 07 am ADDRESS a PAGE 4 (FOR ORIGINAL, SEE CITY CLERK'S FILE) BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW'ALL MEN BY THESE PRESENTS, THAT WE, S(IIITHFPN PAPIFIr CONSTPIIf ThRS � AS PRINCIPAL AND ('I FNS FAI I S INSI IPAN('.F ('.QMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF 1,0% nc Amnuur Rin DOLLARS ( % Rin �u -_)� LAWFUL MONEY OF THE UNITED STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE BIND OURSELVES, JOINTLY AND SEVERALLY) FIRMLY BY THESE PRESENTS. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN PRINCIPAL FOR THE CONSTRUCTION OF WATER CONTROL FAC11_ITIES IN THE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUC- TION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS" WITHIN TEN (10) DAYS (NOT INCLUDING SATURDAY AND SUNDAY).FROM THE DATE OF THE MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT . BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BEANO REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. IN THE EVENT ThA- ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPA4 SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER '(HiS BOND. IN WITNESS q,- ,C.kEv'.-, WE HEREUNTO SET OUR HANDS AND SEALS THIS 8TH DAY OF NOVEMBER ) 1966 CORPORATE SEAL (IF CORPORATION) SOUTHERN PACIFIC CONSTRUCTORS PRINCIPAL (ATTACH ACKNOWLEDGEMENT OF BY: (S) W. D. TAYLOR ATTORNEY IN FACT) W.D. TAYLOR, PRESIDENT GLENS FALLS INSURANCE COMPANY SURETY (S) BY R. WAYNE MYERS TITLE R. WAYNE MYERS - ATTORNEY IN FACT oa -A'- �9 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT PAGE 5 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED NOVEMBER 14. 1966 HAS AWARDED TO SOUTHERN PACIFIC CONSTRUCTORS , HEREINAFTER DESIGNATED AS THE "PRINCIPAL"jI A CONTRACT FOR WATER CONTROL FACILITIE IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY KIND, THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: NOW, THEREFORE, WE Southern Pacific Constructors AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND Glens Falls Insurance Company AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF Sixteen Thousand, Seven hundred twenty seven and 5Q/ 100---------- - - - - -- ---------DOLLARS ($ 16,727.50 ), SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS) EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENT$. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCON- TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES, OR TEAMS, USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DONE, OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KIND, OR FOR AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH RESPECT TO SUCH WORK OR LABOR, THAT THE SURETY OR SURETIES ;!:LL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIED IN THE BOND, A'_ ALSO, IN CASE SUIT IS BROUGHT UPON THE BAND, A REASONABLE ATTORNEY IS FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. ti 14 PAGE 6 (LABOR AND MATERIAL BOND — CONTINUED) THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BOND, AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY FOR VALUE RECEIVED HEREBY STIPULATES AND AGREES THAT NO CHANGE EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BONDS AND IT DOES HEREBY WAIVE NOTICE OF ANY SUCH CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUALS IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXEC TED BY THE PRIIPAL AND SURETY ABOVE NAMED ON THE �3i DAY OF 1962 . s ISEA = ' W. D. TayloizVesident Marjor M_ Secretary SOUTHERN PACIFIC CONSTRUCTORS CONTRACTOR (SEAL) (SEAL) �. Yvayne Myers GLENS FALLS INSURANCE CQMPANY (SEAL) - APPR AS TO FORM: SURETY - ITY ATTORNEY - THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON DATE ATTEST: CITY CLERK i t II State of Aq ?1rn.,o;n�s `5 m. - .._ ...............Count of....... LOS ANGELES 55. LOS AI+GELES COUNTY r fi 1 IIL on this---- MA--- ------ ----day of----- ------ -. V - 41 :--- - - - - -- ----in the year One Thousand Nine Hundred and..... ........before me, ---- --- --JAM 4r 1ou---------...----"' -------- ------------ ----- -- --.a Notary Public in and for the said ------------------------------------ County of --- as.aNGUM............... residing therein, duly commissioned and sworn, personally appeared ------------ ..- -..- : -.IL.- ................................... known to me to be the ATTORNEY Ie"S FALLS INSURANCE COMPANY, the Corporation that executed the within instrument, and known tome to beThe person who executed the said instrument on behalf of the Corporation therein named and acknowledged to m-et� such Corporation execute the same. IN WITNESS WHERE f ba a hereunto set my band a affixed my y f ANGELES _ ----- the d y and year in Official seal in the Co o ...._......._ ...............�. .} this certificate firs above writt '. / / s alit in and for the .................... ....County of LOS ANGELL.S ................ ... . . . .. ..State of CAI maRN My commission expires....... ...... ... ................................ - Mu Commission Enives March G, 19G7 •r lee AiD PAGE 7 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED NoVEMeER 14, 1266 HAS AWARDED TO SOUTHERN PACIFIC CONSTRUCTORS , HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR WATER CONTROL FACILITIES IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT) NOW, THEREFORE, WE, Southern Pacific Constructors AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR" AND Glens Falls Insurance Company AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF Sixteen Thousand, Seven hundred twenty seven and So /loo------------------ - - - - -- DOLLARS ($ 16,727.50 SAID SUM BEING EQUAL TO 50% GF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAY- MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD- MINISTRATORS, SUCCESSORS OR ASSIGNS., JOINTLY AND SEVERALLY, FIRMLY BY THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO- VIDED ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. a i • i PAOt 6 (PERFORMANCE BOND - CONTINUED) AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT -NO CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND,'AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CON- TRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DUL EXECUTED BY THE P 1NCIPAL AND SURETY ABOVE NAMED, ON THE / �T DAY OF — , i96 . APPROVE S I TO FORM: CITY ATTORNEY CA W. D. Taylor, sident F L� 4' IE AL_ Marj ie M. nderson, Secretarry_ SOUTHERN PACIFIC CONSTRUCTORS l StAL)- CONTRACTOR (SEAL) GLENS FALLS INSURANCE COMPANY (SEAL) SURETY I r I t '.,11A On this .._2Ut......._....do o .............in the year State of : , ) Y f . ............. y r is. One Thousand Nine Hundred and...... .... ...before me, ................- --County of..LO -$- ANGELES....................... )) --- - - -_a, .........--- ��- �s° �Z ..:............`----.... _------'- °-----....- ---6.Notary Public in and for the said ------------------------------------ County of ---- LOS -ANGEF fig.........._.. residing therein, duly commissioned and sworn, personally appeared............ .......... --�-- ............................. .....known to me to be the ATTORNEYbei -S FALLS INSURANCE COMPANY, the Corporation that executed the within instrument, and known to me to be the person who executed the said instrument on behalf of the Corporation therein named and acknowledged to sucb Corporation executed th same. IN WITNESS WHE OF I hav hereunto set my hand and a xe I my i° .................. year in CALIFORNIA thissmKficatr he st abOVe wr't.rr. os ANGELES r ay o IN "Ll COUNiY No y public in and for the.... ......... .......... County of LOS ANGELES :,. ........... ..........................State of � uklV My commission expires ................... ............................... My Commission Exoires March 6. 1967 PAGE 9 NON- COLLUSION AFFIDAVIT THE BIDDERS) BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF FILING THIS BID, BEING DULY SWORN ON THEIR OATHS SAYO THAT NEITHER THEY NOR ANY OF THEM, HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY) ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDERS OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER) OR SUCH AFFIANT OR AF- FIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGE- MENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERSI WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE AT- TACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN THROUGH ANY BID DEPOSITORY THE BYLAWS, RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL - MAN WHICH IS NOT PROCESSED THROUGH SAID BID DEPOSITORY, OR WHICH PREVENT ANY SUB- CONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY; THAT NO INDUCE- MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTED) OFFERED) PAID, OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACT) NOR HAS THIS BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER WITH ANY PERSON WHOMSOEVER TO PAY) DELIVER TO) OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER2 ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID. (g)_ BY0 W. D. TAYI nR W.D. TAYLOR, PRESIDENT SUBSCRIBED AND SWORN TO BEFORE ME BY THIS 8TH DAY OF NOVEMBER 1966 . MY COMMISSION EXPIRES: FEBRUARY 27, 1970 MARJORIE M. ANDERSON NOTARY PUBLIC PAGE IO BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY TECHNICAL ABILITY AND EXPERIENCE THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH WILL ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY) EXPERIENCEp SKILL) AND BUSINESS STANDING.) THE UNDERSIGNED SUBMITS HEREWITH A STATEMENT OF HIS FINANCIAL RESPONSIBILIT.Y. THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT WHICH HE HAS SUCCESSFULLY PERFORMED. I. WATER PUMPING STATIONS FOR WESTERN MUNICIPAL WATER DISTRICT, RIVERSIDE, CALIF. ALBERT A. WEBB, ASSOCIATES. 2. VENTURA RIVER MUNICIPAL WATER DISTRICT, VENTURAO CALIFORNIA 3. CITY OF TORRANCE, CALIFORNIA, JAMES A. MONTGOMERY ENG. 4. CORPS OF ENGINEERS VANDENBURG AIR FORCE BASE 5. RANCHO BERNARDO INC. SAN DIEGO, CALIFC U, A UPON REQUEST. REFERENCE: COMMUNITY BANK, HUNTINGTON PARK BRANCH SOUTHERN PACIFIC CONSTRUCTORS (S) BY: W.D. TAYLOR SIGNED W.D. TAYLORY PRESIDENT PAGE II C O N T R A C T THIS AGREEMENT) MADE AND ENTERED INTO THIS DAY OF��, /�i _ 1966 ) BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA) HEREINAFTER DESIGNATED AS THE CITY) PARTY OF THE FIRST PART) AND SOUTHERN PACIFIC CONSTRUCTORS HEREINAFTER DESIGNATED AS THE CONTRACTOR) PARTY OF THE SECOND PART. WITNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; 1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY) THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF THE WATER CONTROL FACILITIES (CONTRACT N0. 937) AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS) EQUIPMENT) LABOR) AND MATERIALS NECESSARY THEREFOR) (EX- CEPT SUCH MATERIALS) IF ANY) AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS. 2. FOR FURNISHING ALL SAID MATERIALS AND LABOR) TOOLS AND EQUIPMENT) AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT) ALSO FOR ALL LOSS AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID) OR FROM THE ACTION OF THE ELEMENTS) OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO) FOR ALL EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK) EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF) IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS) THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE) OR IF THE BID IS ON THE UNIT PRICE BASIS) THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS) NAMED IN THE BIDDING SHEET OF THE PROPOSAL) AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY) AND DOES HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID) AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME) IN THE MANNER) AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES) THEIR HEIRS) EXECUTORS) ADMINISTRATORS) SUCCESSORS AND ASSIGNS) DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS) INSTRUCTIONS TO BIDDERS) CONTRACTORS PROPOSAL) AND THE PLANS AND SPECIFICATIONS) AND ALL AMENDMENTS THEREOF) WHEN APPROVED BY THE PAR- TIES HERETO) OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS) ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREE- MENT. PAGE IZ (CONTRACT - CONTINUED) 5. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY, THE DIRECTOR OF PUBLIC WORKS, AND THEIR OFFICERS AND EMPLOYEES FROM ALL CLAIMS, LOSS) DAMAGES INJURY AND LIABILITY OF EVERY KIND, NATURE, AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROM THE PERFORMANCE OF THE CONTRACT OR WORK, REGARD- LESS OF RESPONS151LITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMS LOSS) DAMAGE INJURY, AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED RESULTING DIRECTLY OR IN- DIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACTS REGARDLESS OF RESPON- SIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. ATTEST: CITY OF NEWPORT BEACH, CALIFORNIA '/' MA OR -7F9- ,( F 9 CITY CLERK (- SOUTHERN PACIFIC CONSTRUCTORS Mario M. Anderson. Rpngptary TITLE APPROVED AS TO FORM: CITY ATTORNEY 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMIENT SPECIAL PROVISIONS FOR CONTRACT NO. 937 THE CONSTRUCTION OF THE WATER MAIN CONTROL FACILITIES 101.01 THE REQUIREMENT IT IS REQl IRED THAT THERE BE FURNISHED, IN ACCORDANCE WITH THESE SPECIFICATIONS AND ,ACCOMPANYING DRAWINGS, ALL THE PLANT, LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE CONSTRUCTION OF THE WATER MAIN CONTROL FACILITIES, INCLUDING THE INSTALLATION OF VALVES, FITTINGS, AND PIPING AND ALL MISCELLANEOUS WORK SHOWN ON CITY OF NEWPORT BEACH DRAWING NO. Wm5030 -S, AND DESCRIBED IN THESE SPECIAL PROVISIONS. 101,02 COMPLETION OF WORK ALL WORK SHALL BE COMPLETED WITHIN 120 CALENDAR DAYS FROM THE DATE OF EXECUTION OF THE CONTRACT BY THE CITY . 101.03 LIQUIDATED DAMAGES THE CONTRACTOR SHALL, AS PROVIDED IN THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEAUS, PAY TO THE CITY, FIXED, AGREED, AND LIQUIDATED DAMAGES FOR EACH CALENDAR DAY THE WORK 15 DELAYED BEYOND THE SPECIFIED COMPLETION TIME. 10 C d SERVICES FU N ISHEO 3Y THE CITY JA) THE C17Y WILL FURNISH TO THE CONTRACTOR WITHOUT CHARGE ALL NECESSARY WATER REQUIRED FOR THE CHLO:RtNATION AND TESTING OF THE FACILITIES TO BE CONSTRUCTED HEREUNDER. OTHER- WISE, THE CONTRACTOR SHALL, AT H.S OWN EXPENSE, PROVIDE FACILITIES FOR CONVEYING ALL OTHER WATER REQUIRED FROM THE NEAREST EXISTING FIRE HYDRANT TO THE POINTS OF USE AND PAY ALL NECESSARY FEES AND SER'✓ICL CHARGES. (e; THE rDNTRACTCR SHALL, AT HIS OWN EXPENSE, PROVIDE ELECTRIC POWER AS REQUIRED FOR HIS OPERATICNS JNDER THE CONTRACT, AND HE SHALL PAY THE METER INSTALLATION CHARGE AND ALL MON "HLY GILLS FOR THE USE OF SUCH SERVICE. IO+fA DRAWINGS AND INFORMATION REQUIRED OF CONTRACTOR (A` WHEREVER CALLED FOR IN THESE SPECIAL PROVISIONS OR ON THE DRAWINGS, OR WHERE REQUIRED EY THE ENGINEER, THE CONTRACTOR SHALL FURNISH TO THE ENGINEER FOR APPROVAL TWO PRINTS OF EACH iH"P DRAWING. THE TER- "SMOP DRAWING" AS USED HEREIN SHALL BE UNDERSTOOD TO INCLUDE LISTS, SCH DOLES, REBAR DIAGRAMS FOR VAULTS9 ETC. UNLESS OTHERWISE PROVIDED, SAID DRAWINGS SHALL BE SUBMITTED 'WITHIN 30 CALENDAR DAYS AFTER EXECUTION OF THE CONTRACT BY THE We. W17MIN 10 DAYS OF RECEIPT OF SAID PRINTS, THE ENGINEER WILL RETURN ONE PRINT 0 GENERAL 0 SP -2 OF EACH DRAWING TO THE CONTRACTOR EITHER APPROVING SAME OR INDICATING THE REVISIONS NECESSARY T7 +35TAEN APPROVAL. IF THE DRAWING IS RETURNED TO THE CONTRACTOR MARKED " APPROVED," THE CONTRACTOR SHALL FORTHWITH FURNISH TO THE ENGINEER FIVE ADDITIONAL PRINTS OF SAID APPROVED DRAWING. IF THE DRAWING IS RETURNED TO THE CONTRACTOR WITH REVISIONS INDICATED THEREON, THE CONTRACTOR SMALL FORTHWITH MAKE THE NECESSARY RE- VISIONS AND FLRKtSM TO THE ENGINEER SIX PRINTS OF SAID REVISED DRAWING. (B) NO FABRICATION SHALL BE COMMENCED PRIOR TO APPROVAL OF SHOP DRAWINGS. REVISIONS INDICATED ON SHOP DRAWINGS SHALL BE CONSIDERED AS CHANGES NECESSARY TO MEET THE RE- QUIREMENTS OF THE CONTRACT SPECIFICATIONS AND SHALL NOT BE TAKEN AS THE BASIS OF CLAIMS FOR EXTRA WORK. THE CONTRACTOR SHALL HAVE NO CLAIM FOR DAMAGES OR EXTENSIONS OF TIME DUE Ti' - ANY DELAY RESULTING FROM MAKING REQUIRED REVISIONS TO SHOP DRAWINGS. THE APPRVAL CF SAID DRAWINGS BY THE ENGINEER SMALL APPLY TO GENERAL DESIGN ONLY AND SHALL IN :N-: WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS OR OMISSIONS CONTAINED THEREIN, NOR SHALL SUCH APPROVAL OPERATE TO WAIVE OR MODIFY ANY PROVISIONS OR RE- QUIREMENT CONTAINED IN THESE CONTRACT SPECIFICATIONS OR ON THE CONTRACT DRAWINGS. 801.06 SCHEDULE OF WORK THE CONTRACTOR SHALL MEET WITH THE ENGINEER PRIOR TO BEGINNING THE CONSTRUCTION TO SCHEDULE THE WORK IN ORDER TO MINIMIZED.ISRUPTLON OF SERVICE. THE WORK TO BE ACCOM- FLESHED UNDER THESE SPECIAL PROVISIONS WILL SERIOUSLY AFFECT WATER SERVICE TO LARGE PORTI�MS OF THE CITY'S DISTRIBUTION SYSTEM. WORK SCHEDULES SHALL BE SUBMITTED TO THE ENGINEER AND SHALL RECEIVE HIS APPROVAL PRIOR TO THE BEGINNING OF CONSTRUCTION. THE SCHEDULES SHALL INDICATE THE SEQUENCE OF CONSTRUCTION, AND THE CONTRACTOR SHALL PER- FORM ANY CONCRETE WORK, PIPINGS OR OTHER PREFABRICATION WORK THAT MAY BE PARTIALLY OR FULLY COMPLETED PRIOR TO DISRUPTION OF SERVICE. SERVICE SHALL BE DISRUPTED ONLY ONCE EACH FOR THE INSTALLATION OF BOTH VALVE STRUCTURES AgBq AND D, AND FOR 'VALVE C. THE MAXIMUM SHUTDOWN PERIOD SMALL BE 22 DAYS. F,,,4 V.k LVE STRUCTURE Ag B AMC CONNEC -ZE6N Dy° THE MAXIMUM SHUTDOWN PERIOD SMALL BE ONE DAY FAR VALVE STRUCTURE C. iO ?-37 .SH' unW�I A. :l37 A,3.R :.: IQ'- �!�F VAL 'VE - STRUCTURE$ A & BA AND CONNECTION D VME l.,.:,�NTR-C.T,; SHALL U"ELEZE 'THE FOLLOWING INFORMATION AND THE WATER MAIN DIAGRAM SHOWN ON THE FLANS 'IU4CELINES IN TY,E PREPARATIE +N OF THE WORK SCHEDULER REQUIRED IN SECTION oco.l�. AFTER THE C_'•NTRA,;TOR HAS COM ?LETED THE NECESSARY EXCAVATION AND VAULT CONSTRUCTION, AND AFTER ALL F'IPIMG^ VALVES, AND 3THER NECESSARY MATERIALS ARE AT THE JOB SITE, THE CQNTRA ^U":i SMALL ARRANGE FOR THE SHUTDOWN OF THE 30" WATER MAIN WITH THE ENGINEER. BEGINNING At A 'ME +TUALLY AGREEABLE MONDAY MORNING, THE CITY FORCES WILL CLOSE THE VALVES C-4 D SHOWN N THE IAUF�AM, AND ASSIST THE CONTRACTOR IN DRAINING THE 30 W. MAIN. THE CITY WILL :'Ri..VEDE 5. +; =F. P.V tS6CN ONLY; NO EQUIPMENT, MATEREALSS OR LABOR WILL BEPROVIDED BY THE CITY. THE r�NTRACTCR SHALL PROVIDE THE PUMPS NECESSARY TO REMOVE WATER FROM THE PIPE. THE WATER WAY BE OEF'r_SITED BN THE GUTTER, DIRECTED TO THE NEAREST INLET. THIS OPERATION IS EXPECTED °'C TAKE 3NE DAY. 0 GENERAL 0 SP -3 THE CONTRACTOR WILL THEN BEGIN THE NECESSARY CUTTING, REMOVING, AND OTHER CONSTRUCTION WORK REQUIRED TO INSTALL THE VALVES, VALVE INSTALLATION A, VALVE INSTALLATION B. AND CONNECTION D AT ONE TIME, IN ACCORDANCE WITH THE PLANS AND THE SPECIFICATIONS. THIS OPERATION SHALL BE COMPLETED BY 12:00 NOON, THURSDAY OF THE SAME WEEK (2z DAYS). THE WATER SERVICE WILL AT THAT TIME BE RESUMED IN ACCORDANCE WITH SECTION IO8 OF THESE SPECIAL PROVISIONS. IF THE SYSTEM DOES NOT PROVE TO BE "WATER- TIGHT" AND OPERABLE, IN THE OPINION OF THE ENGINEER, THE CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AND THE SYSTEM MADE OPERABLE BY 12:00 NOON, FRIDAY OF THE SAME WEEK. IF AT THIS TIME THE NEW SYSTEM IS STILL NOT "WATER - TIGHT", THE CONTRACTOR SHALL PAY FOR THE NECESSARY LABOR, EQUIPMENT, AND MATERIALS TO RESUME ADEQUATE SERVICE AS DETERMINED BY THE CITY AND /OR AS A RESULT OF THE CONTRACTOR'S OPERATION. THE CON- TRACTOR ALSO SHALL PAY FOR ANY ADDITIONAL WORK BY THE CITY REQUIRED TO RE -DRAIN THE SYSTEM FOR THE CONTRACTOR. B. INSTALLATION OF VALVE STRUCTURE C THE SAME PROCEDURE AS DESCRIBED ABOVE SHALL BE UTILIZED FOR THE INSTALLATION OF VALVE STRUCTURE C EXCEPT THAT THE CONTRACTOR SHALL LIMIT THE SHUTDOWN PERIOD TO A MAXIMUM OF ONE (1) DAY. 108.08 TRAFFIC CONTROL (A) THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS WITHIN THE STATE HIGHWAY RIGHT OF WAY IN SUCH A MANNER AS TO COMPLY WITH ALL REQUIREMENTS OF THE STATE DIVISION OF HIGHWAYS. THESE REQUIREMENTS ARE GIVEN IN THE STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS, "STANDARD SPECIFICATIONS," JULY 19642 "MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS," 19629 "PLANNING MANUAL -PART 81 TRAFFIC, SECTION 8 -500 'SIGNS'," AND /OR ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ALSO COMPLY WITH ANY REQUIREMENTS OF THE STATE ENCROACHMENT PERMIT. (9) A MINIMUM OF TWO LANES SHALL BE PROVIDED FOR TRAFFIC IN EACH DIRECTION. SEE STRIPING PLAN. (C) BARRICADES, LIGHTS, AND FLAGMEN SHALL BE PROVIDED TO PROTECT THE TRAVELLING PUBLIC DURING CONSTRUCTION OPERATIONS, AS DIRECTED BY THE ENGINEER. BOB.09 STATE ENCROACHMENT PERMIT THE CONTRACTOR SHALL OBTAIN A CONSTRUCTION PERMIT FROM THE STATE DIVISION OF HIGHWAYS. THE PERMIT WILL REQUIRE THAT THE CONTRACTOR PROVIDE A $1000.00 SURETY BOND FOR A 2 -YEAR PERIOD. THE COST OF THE SANDBLASTING AND PAINTING FOR THE TEMPORARY STRIPING AND RESTORATION OF THE EXISTING STRIPING ON THE COAST HIGHWAY SHALL BE INCLUDED IN THE LUMP PRICE BID FOR THE INSTALLATION OF THE VALVES. THE STATE DIVISION OF HIGHWAYS.`WILL DO THE STRIPING WORK. THE CITY WILL PROVIDE THE SIGNING SHOWN ON THE PLANS. ALL OTHER BARRICADES, SIGNS, FLASHERS, SANDBLASTING, FLAGMEN, ETC., REQUIRED WILL BE FURNISHED BY THE CONTRACTOR. SP -14 101.10 CONTRACT DRAWINGS THE LOCATION OF THE WORKS ITS GENERAL NATURE AND EXTENT AND THE FORM AND DETAIL OF THE VARIOUS FEATURES OF THE WORK ARE SHOWN ON THEFOLLOWING DRAWINGSo ACCOMPANYING AND MADE A PART OF THESE SPECIAL PROVISIONS: LIST OF DRAWINGS SHEET NO. TITLE I VALVE STRUCTURE LOCATIONS AND PIPING DETAILS Z VALVE STRUCTURE AND PIPING DETAILS FOR EAST COAST HIGHWAY WATER MAIN 3 CONNECTION AT NEWPORT CENTER DRIVE AND EAST COAST HIGHWAY 14 MISCELLANEOUS DETAILS 5 WATER MAIN SYSTEM DIAGRAM 6 STRIPING PLAN 0 102.01 GENERAL EARTHWORK E SP -5 THE CONTRACTOR SHALL PERFORM ALL EARTHWORK REQUIRED FOR THE COMPLETE INSTALLATION OF THE PIPING AND STRUCTURES AS SHOWN. 102.02 EXCAVATION ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH. 102.03 SAND BEDDING SAND BEDDING SHALL BE COMPOSED OF IMPORTED MATERIAL AND SHALL BE PLACED TO A DEPTH OF 6 INCHES BELOW THE GRADE OF THE BOTTOM OF THE PIPE. SAND BEDDING SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY BY USING A SMALL AMOUNT OF EXCESS WATER AND A VIBRATOR. AFTER THE SAND HAS SETTLED AND AFTER THE EXCESS WATER IN THE SAND HAS DISAPPEARED BUT NOT LESS THAN 4 HOURS AFTER PLACING THE SAND BEDDINGO THE REMAINDER OF THE TRENCH SHALL BE BACKFILLED AS SPECIFIED IN SECTION 102.0. THE EDGE OF THE EXCAVATION ADJACENT TO THE TRAFFIC LANE IN THE EAST COAST HIGHWAY SHALL BE TIGHT SHEETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE DIVISION OF HIGHWAYS. THE CONTRACTOR AT HIS OPTION MAY UTILIZE THE SHEETING AS THE OUTSIDE FORM OF THE NEW VAULTS. 102.04 BACKFILL (A) BACKFILL SHALL NOT BE DROPPED DIRECTLY UPON ANY STRUCTURE OR PIPE. MATERIALS USED FOR BACKFILL SHALL BE SELECTED MATERIAL2 FREE FROM GRASS.I ROOTS2 BRUSH OR OTHER VEGETATION; AND ALL MATERIAL COMING INTO CONTACT WITH PIPE OR STRUCTURES, OR NEARER THAN 6 INCHES TO THEIR SURFACES2 SHALL BE FREE OF ROCKS OR BOULDERS LARGER THAN 6 INCHES IN DIMENSION OR UNBROKEN MASSES OF EARTHY MATERIALS WHICH MIGHT LODGE AND LEAVE UNFILLED POCKETS. BACKFILL SHALL NOT BE PLACED AROUND OR UPON ANY STRUC- TURE UNTIL THE CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO WITHSTAND THE LOADS IM- FJSED. (B) ALL BACKFILL SHALL MEET THE REQUIREMENTS FOR STRUCTURE BACKFILL AS SPECIFIED IN SECTION 19 OF THE STATE OF CALIFORNIA, DIVISION OF HIGHWAYS2 STANDARD SPECIFI- CATIONS. SAID REQUIREMENTS INCLUDE THE PROVISIONS THAT THE BACKFILL MATERIAL HAVE A SAND EQUIVALENT VALUE OF NOT LESS THAN 30 \ND THAT IT BE COMPACTED IN LAYERS NOT TO EXCEED H INCHES USING HANDI PNEVMATICI OR MECHANICAL TYPE TAMPERS TO 99 PER - ^,ENT OF MAXIMUM DENSITY. WHERE THE ADJACENT SOIL DRAINS WELL AND WHERE APPROVED BY THE STATE INSPECTOR, SANDY OR GRANULAR MATERIAL MAY BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY BY USING A SMALL AMOUNT OF EXCESS WATER AND A VIBRATOR. THE CONTRACTOR SHALL OBTAIN SUITABLE BACKFILL MATERIAL FROM HIS EXCAVATIONS OR FROM OTHER SOURCES AT HIS OWN EXPENSE. (C) THE DEGREE OF MAXIMUM DENSITY OF THE COMPACTION TEST MAY BE DETERMINED BY A REPRESENTATIVE OF THE CITY AT THE EXPENSE OF THE CITY USING THE TEST METHOD NO. 216, AS SPECIFIED IN SECTION 19 OF THE STATE OF CALIFORNIAI DIVISION OF HIGHWAYS, STANDARD SPECIFICATIONS AND DESCRIBED IN THE DIVISIONS MATERIALS TESTING HANDBOOK. A REPRESENTATIVE OF THE STATE DIVISION OF HIGHWAYS MAY MAKE ADDITIONAL COMPACTION TESTS WHICH SHALL BE PAID FOR BY THE CITY. EARTHWORK 102.05 CUTTING AND RESTORING STREET SURFACING 0 SP -6 PAVEMENT REMOVAL AND REPLACEMENT SHALL BE DONE IN ACCORDANCE WITH SECTION 16 OF THE .STANDARD SPECIFICATIONS OF THE CITY. MINIMUM PAVEMENT REPLACEMENT IN EAST COAST HIGHWAY Is 5" A.C./5" A.B./12" A.S. SIDEWALKS, CURBS GUTTERS AND STREET SURFACING REQUIRING REMOVAL IN CONNECTION WITH PERFORMANCE OF THE WORK REQUIRED UNDER THE CONTRACT SHALL BE REPLACED WITH THE SAME KIND OR WITH BETTER SIDEWALKSO CURBS GUTTERSO AND STREET SURFACING BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST SPECIFICATIONSO RULES AND REGULATIONSP AND SUBJECT TO INSPECTION BY THE AGENCY HAVING JURISDICTION OVER THE STREET OR HIGHWAY. DAMAGED OR DESTROYED SIDEWALKS SHALL BE REPLACED WITH NEW SIDEWALKS HAVING A MINIMUM THICKNESS EQUAL TO THE THICKNESS OF ADJACENT SIDEWALKS OR 4 INCHES WHICHEVER IS GREATER. CONCRETE r NE e OF e7 OE _.`kTRS.17AR SMALL FL".R iSH ALL MATERIALS FOR CO;NCRE7E AND SMALL F RMIg Mixf PPr.SSQ .,2: :k;Zs REPAIR, Fl MUSH, AND DO ALL OTHER WORK REQUIRED TO PROCVCE FINISHED CONCRETE 5'"RU;7WRE$. Tme VCXSRlra +..E1 FOR STRUCTURES SHALL BE CLASS A, EXCEPT THAT THRUST BLOCKS SHALL EE CLASS ALL :£t%'e:XV 'ISED IN THE WORK SHALL BE A STANCARD SRAWn PORTLAND CEMENT CONFORMINa TO THE FoR FCRTL.AMO CEMENT3" TYPE H3 EXCEPT VMAT CEHEMT USED BC! MORTAR C.OATiW. r ^PQ! SMILL ac TYPE Q (ASTM DEVGWATIUN C650). ('Q 4 THE A:: :YEal TES SHALL 5E 3/4" MAX, IN ACCORDANCE WITH SECTION 15 OF THE STANCARD APE0 iC.i.:lwXS OF THE CITY. L .,• I,0�. C. S: KIEP SPAIL St. CLEAN ANO FREE. FROM OBJECTIONABLE QUANTITIES OF WRIA.NGO MATTER, ALKALI) ..._,s 3.'Nn OTHER IMPURITIES. CONCRETE 103.o6 FoRMs SP- 8 FORMS TO CONFINE THE CONCRETE AND SHAPE IT TO THE REQUIRED LINES SHALL BE USED WHEREVER NECESSARY. FORMS SHALL BE SMOOTHS TONGUE AND GROOVE BOARDS, SHIPLAP OR PLYWOODS OF NOT LESS THAN 5/8 -INCH THICKNESS. EXPOSED VERTICAL CORNERS OF ALL CONCRETE STRUCTURES, PADSS SUPPORTSp ETC.S SHALL BE GIVEN A 3/4 -INCH CHAMFER. . FORMS SHALL NOT BE REMOVED UNTIL PERMISSION TO DO SO HAS BEEN GIVEN BY THE ENGINEER. 103.07 TAMPING AND VIBRATING AS CONCRETE IS PLACED IN FORMS OR IN EXCAVATIONS, IT SHALL BE THOROUGHLY SETTLED AND COMPACTED THROUGHOUT THE ENTIRE DEPTH OF THE LAYER WHICH IS BEING CONSOLI- DATED, INTO A DENSE, HOMOGENEOUS MASS. EXCEPT IN SPECIAL CASES WHERE THEIR USE IS DEEMED IMPRACTICABLE 13Y THE ENGINEERS THE CONTRACTOR SHALL USE HIGH -SPEED INTERNAL VIBRATORS OF AN APPROVED IMMERSION TYPE. 103.08 FINISH OF CONCRETE SURFACES (A) ALL FINISHED OR FORMED SURFACES SHALL CONFORM ACCURATELY TO THE SHAPES ALIGN - MENT, GRADES AND SECTIONS AS SHOWN ON THE PLANS OR AS PRESCRIBED BY THE ENGINEER. SURFACES SHALL BE FREE FROM FINS, BULGES, RIDGES, OFFSETS, HONEYCOMBING OR ROUGH- NESS OF ANY KIND, AND SHALL PRESENT A FINISHED, SMOOTH, CONTINUOUS, HARD SURFACE. (B) EXPOSED UNFORMED SURFACES OF CONCRETE SHALL BE GIVEN A STEEL - TROWEL FINISH. EXCESSIVE FLOATING OF SURFACES WHILE THE CONCRETE IS PLASTIC WILL NOT BE PERMITTED. ALL SURFACES SHALL.BE PLACED MONOLITHICALLY WITH WITH THE BASE SLAB. DUSTING ON OF DRY CEMENT AND SAND TO ABSORB EXCESS MOISTURE WILL NOT BE PERMITTED. NLESS OTHERWISE SHOWN, THE EDGES OF ALL EXPOSED HORIZONTAL SURFACES SHALL BE F 91SHED WITH AN EDGING TOOL TO A RADIUS OF 1/2 OF AN INCH. 103.09 CURING ALL STRUCTURAL CONCRETE SHALL BE CURED BY BEING KEPT HOIST FOR 14 DAYS AFTER PLACINGS OR AT THE OPTION OF THE CONTRACTORS MAY BE CURED BY AN IMPERVIOUS MEMBRANE OF A TYPE APPROVED BY THE ENGINEER. ENCASEMENT CONCRETE AND THRUST BLOCKS MAY BE COVEAEO WITH EARTH 24 HOURS AFTER PLACING. CONCRETE 903.00 PRECAST CONCRETE MANHOLE SHAFTS SP-9 PRECAST CONCRETE MANHOLE SHAFTS SHALL BE OF THE SIZE AND SHAPED AND INSTALLED AT THE PROPER ELEVATION, AS SHOWN ON THE DRAWINGS. MATERIALS USED IN THE MANUFACTURE OF MANHOLE SHAFTS SHALL - CONFORM TO THE REQUIREMENTS OF THE APPLICABLE SUBSECTIONS OF THIS SPECIFICATION. THE CONCRETE SMALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT AN AGE OF '2U DAYS AND SMALL BE ADEQUATELY REINFORCED WITH REINFORCING STEEL. THE MANHOLE SECTIONS SHALL BE MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS, COSTA MESAy CALIFORNIA.. OR APPROVED EQUAL. SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH SECTION 909.05. 904.00 VOID MISCELLANEOUS METALWORK 105.01 GENERAL 0 SP -10 THE CONTRACTOR SHALL FURNISH$ FABRICATE AND INSTALL ALL THE MISCELLANEOUS METAL- WORK AS REQUIRED BY THESE SPECIFICATIONS AND THE ACCOMPANYING DRAWINGS. MISCEL- LANEOUS METALWORK, AS USED HEREIN IS DEFINED AS ALL ITEMS REQUIRED TO BE FABRI- CATED FROM STRUCTURAL STEEL SHAPES$ PLATES$ BARS AND THEIR PRODUCTS. ALL STRUC- TURAL STEEL SHAPES$ PLATES$ BARS AND THEIR PRODUCTS SHALL CONFORM TO THE "SPECI- FICATIONS FOR STEEL BRIDGES AND BUILDINGS" (ASTM DESGINATION AV. ALL MISCELLANEOUS METAL WORK OF FABRICATED STEEL-SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH SECTION 105.04. 105.02 DRAWINGS REQUIRED OF CONTRACTOR SHOP DRAWINGS OF ALL MISCELLANEOUS METALWORK SHALL BE SUBMITTED IN ACCORDANCE WITH SECTION 101.05. 105.03 ANCHOR BOLTS THE CONTRACTOR SHALL FURNISH AND SET ALL ANCHOR BOLTS. UNLESS OTHERWISE SHOWN, ALL ANCHOR BOLTS SHALL BE STEEL, GALVANIZED AFTER FABRICATION. 105.04 GALVANIZING ALL STRUCTURAL STEEL PLATES, SHAPES, BARS AND FABRICATED ASSEMBLIES REQUIRED TO BE GALVANIZED SHALL$ AFTER THE STEEL HAS BEEN THOROUGHLY CLEANED OF RUST AND SCALE, BE HOT - GALVANIZED IN ACCORDANCE WITH THE "SPECIFICATIONS FOR ZINC HOT- GALVANIZED) COATINGS AND PRODUCTS FABRICATED FROM ROLLED PRESSED AND FORGED STEEL SHAPES PLATES, BARS AND STRIP" (ASTM DESIGNATION A123). ANY GALVANIZED PART T*AT BECOMES WARPED DURING THE GALVANIZING OPERATION SHALL BE STRAIGHTENED. 105.05 CAST IRON MANHOLE FRAMES AND COVERS MANHOLE FRAMES AND COVERS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND SHALL BE AS MANUFACTURED BY ALHAMBRA FOUNDRY, OR APPROVED EQUAL. 105.o6 WELDING ALL.WELDING SHALL BE BY THE SHIELDED ARC METHOD AND SHALL BE IN CONFORMANCE WITH THE "AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION." QUALIFICATION OF WELDERS SHALL BE IN ACCORDANCE WITH THE "SPECIFICATIONS FOR STANDARD QUALIFI- CATION PROCEDURE" OF THE AWS. w 106.01 GENERAL PIPING MATERIALS 11 SP-II (A) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPED FITTINGS, SUPPORTS BOLTSO NUTS3 GASKETS, JOINTING MATERIALS, AND APPURTENANCES AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREINI AND SHALL FURNISH AND INSTALL ALL AUXILIARY PIPING AND CONNECTIONS AS REQUIRED FOR A COMPLETE AND WORKABLE PIPING SYSTEM. ALL PIPE AND FITTINGS SHALL BE A MINIMUM OF CLASS 150 EXCEPT AS OTHERWISE NOTED. (B) ALL EXPOSED PIPING SHALL BE ADEQUATELY SUPPORTED WITH DEVICES OF APPROPRIATE ^ESIGN. WHERE DETAILS ARE SHOWN ON THE DRAWINGS, THE SUPPORTS SHALL CONFORM THERETO AND SHALL BE PLACED AS INDICATED, PROVIDED THAT THE SUPPORT FOR ALL PIPING SHALL BE COMPLETE AND ADEQUATE REGARDLESS OF WHETHER OR NOT SUPPORTING DEVICES ARE SPECIFICALLY CALLED FOR ON THE DRAWINGS. 106.02 WELDED STEEL PIPE AND FITTINGS (A) GENERAL. EXCEPT AS OTHERWISE PROVIDED, WELDED STEEL PIPE AND FITTINGS SHALL BE MANUFACTURED OF STEEL PLATE IN THE THICKNESSES INDICATED ON THE DRAWINGS, BUT IN NO CASE SHALL THE THICKNESS BE LESS THAN 3/16 OF AN INCH. PIPE MATERIALS, METHODS OF MANUFACTURE' AND SHOP TESTING OF STRAIGHT PIPE SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD FOR FABRICATED ELECTRICALLY - WELDED STEEL WATER PIPE" (AWWA DESIG- NA71ON 0201). STEEL PIPE, 12 INCHES IN DIAMETER AND SMALLER SHALL BE SCHEDULE 40 STANDARD STEEL PIPE. ALL OUTLETS, 4 -INCH DIAMETER AND LARGER SHALL BE PROVIDED WITH REINFORCING DESIGNED FOR A WATER WORKING PRESSURE OF 150 PSI. THE CONTRACTOR SHALL FURNISH DETAILED SHOP DRAWINGS OF ALL WELDED STEEL PIPE AND FITTINGS IN ACCORDANCE WITH SECTION 101.05. IN FABRICATING SPECIAL SECTIONS, A MARKS CORRES- PONDING TO THE TRUE VERTICAL AXIS OF THE SPECIALS SHALL BE MADE ON THE TOP AND BOTTOM OF THE SPECIAL. (B) JOINTS (1) UNLESS OTHERWISE SHOWN,, ALL STEEL PIPE SHALL BE PROVIDED WITH FLANGED JOINTSP SLIP JOINTS WITH FILLET FIELD WELDS ON THE OUTSIDE ONLYy OR BUTT - WELDING STRAPS FOR FIELD WELDING, USING FILLET WELDS ON THE OUTSIDE ONLY. (2) WHERE VICTAULIC COUPLINGS ARE SPECIFIED3 THE ENDS SHALL BE PREPARED AS FOLLOWS: THE ENDS OF PIPE LARGER THAN 12 INCHES IN DIAMETER SHALL BE BANDED AND MACHINED TO MATCH THE DIMENSIONS OF STANDARD VICTAULIC SHOULDERED ENDS FOR CAST IRON PIPE FOR STYLE 77 VICTAULIC COUPLINGS. 0 0 SP -12 PIPING MATERIALS (C) STEEL WELDING FITTINGS. STEEL WELDING FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF THE 'SPECIFICATIONS FOR FACTORY —MADE WROUGHT CARBON STEEL ANC FERRITIC ALLOY STEEL WELDING FITTINGS" (ASTM DESIGNATION A234). (D) FLANGES. EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS OR PROVIDED HEREIN, MATERIALS, DIMENSIONS AND DRILLING OF FLANGES FOR PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH THE "AWWA STANDARD FOR STEEL PIPE FLANGES` CLASS D (AWWA DESIGNATION C207)� OR, IN LIEU THEREOF, MAY BE STANDARD 150 -PSI SLIP —ON FLANGES MEETING THE REQUIREMENTS OF THE ASA SPECIFICATION 816.5. FLANGES SHALL BE FURNISHED WITH FLAT FACES. ALL PIPE FLANGES SHALL BE ATTACHED WITH BOLT HOLES STRADDLING THE VERTICAL AXIS OF THE PIPE UNLESS OTHERWISE SHOWN ON THE DRAWINGS. ATTACHMENT OF THE FLANGES TO THE PIPE SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE ABOVE— REFERENCED AWWA STANDARD C207o (E) WELDING. ALL HAND WELDING SHALL BE DONE BY WELDERS CERTIFIED IN ACCORDANCE WITH APPENDIX 11 OF THE "AMERICAN STANDARD CODE FOR PRESSURE PIPING" (ASA DESIGNATION 831.1 OR IN ACCORDANCE WITH THE "STANDARD FOR FIELD WELDING OF STEEL WATER PIPE JOINTS" (AWWA DESIGNATION 0206). (F) SHOP TESTING. UPON COMPLETION OF THE WELDING, BUT BEFORE LINING, EACH STEEL PLATE SECTION SHALL BE BULKHEADED AND TESTED UNDER A HYDROSTATIC PRESSURE OF NOT LESS THAN 225 PSI., PROVIDED HOWEVERp THAT IF STRAIGHT PIPE USED IN FABRICATING THE SPECIALS HAS BEEN PREVIOUSLY TESTED IN ACCORDANCE WITH SUBSECTION (A) HEREIN, THE CIRCUMFERENTIAL WELDS AND ANY OTHER WELDS NOT TESTED HYDROSTATICALLY SHALL BE TESTED BY A DYE PENETRANT PROCESS USING TURCO DY— CHECKp OR APPROVED EQUAL, WITH NO FURTHER HYDROSTATIC TEST. ANY PIN HOLES OR POROUS WELDS WHICH MAY BE REVEALED BY THE TEST SHALL BE CHIPPED OUT AND REWELDED AND THE PIPE OR FITTINGS RETESTED. (G) INTERIOR LINING. WELDED STEEL PIPE SHALL BE LINED WITH CEMENT MORTAR LINING HAVING A NOMINAL THICKNESS OF 1/4 OF AN INCH + 1/32 OF AN INCH FOR I0 —INCH DIAMETER PIPE AND SMALLERo 5/16 OF AN INCH + I/16 OF AN INCH FOR 11 —INCH TO 23 —INCH DIAMETER PIPES AND 3/8 OF AN INCH + 1/16 OF AN INCH FOR 24 —INCH DIAMETER PIPE AND LARGER. THE PIPv SHALL BE CLEANED OF ALL LOOSE MILL SCALE, RUST2 DIRTO GREASES OR OTHER OBJECTIONABLE I a SP-13 PIPING MATERIALS MATTER. AFTER CLEANING THE INTERIOR; THE SURFACE SHALL BE COATED WITH MORTAR. WHER- EVER PRACTICABLE; THE PIPE SHALL BE LINED CENTRIFUGALLY. PIPE SECTIONS WHICH ARE IMPRACTICABLE TO LINE BY THE CENTRIFUGAL PROCESS SHALL BE LINED BY HAND METHODS WHICH WILL INSURE A LINING COMPARABLE TO THAT OBTAINED BY THE CEN'T'RIFUGAL PROCESS; THE 4 HAND LINING OF SUCH PIPE SHALL BE REINFORCED WITH 2-INCH X -INCH N0. iZ WELDED WIRE FABRIC CRIMPED $O AS TO HOLD THE WIRE 3/8 OF AN INCH FROM THE SURFACE OF THE PIPE. THE FABRIC SHALL BE SECURELY FASTENED TO THE PIPE WITH WELDED CLIPS OR STRIPS OF STEEL. THE WIRES SPACED Z INCHES ON CENTERS SHALL EXTEND CIRCUMFERENTIALLY AROUND THE PIPE. THE ENDS OF REINFORCEMENT STRIPS SHALL BE LAPPED 4 INCHES AND THE FREE ENDS TIED OR LOOPED TO ASSURE CONTINUITY OF THE REINFORCEMENT. CEMENTS SAND AND WATER SHALL BE MIXED IN THE PROPORTIONS OF 1 PART OF PORTLAND CEMENT TO NOT MORE THAN 3 PARTS OF SAND. JUST ENOUGH WATER SHALL BE ADDED FOR PROPER WORKABILITY AND TO INSURE UNIFORM DISTRIBUTION AROUND THE CIRCUMFERENCE. THE FINISHED LINING SHALL BE SMOOTH DENSE, AND UNIFORM THROUGHOUT. IMMEDIATELY AFTER LINING, THE PIPE ENDS SHALL BE BULKHEADED AND REMAIN BULKHEADED UNTIL THE PIPE IS LAID. THE PIPE SHALL BE CURED UNDER SPRINKLERS FOR NOT LESS THAN 6 DAYS. THE DATE OF LINING SHALL BE PLAINLY MARKED ON THE INSIDE OF EACH PIPE LENGTH OR PIPE FITTING. (H) EXTERIOR COATINGS } (1) THE EXTERIOR SURFACE OF BURIED WELDED STEEL PIPE SHALL BE COATED WITH A ONE -INCH THICK REINFO.RCED CEMENT MORTAR COATING. THE COATING SHALL BE REINFORCED WITH SPIRALLY -WOUND NO. 14 GAGE STEEL WIRE SPACED AT ONE -INCH CENTERS POSITIONED APPROXIMATELY IN THE CENTER OF THE MORTAR COATING OR; IN LIEU THEREOF: WITH 2-INCH X 4- -INCH; NO. iZ WELDED WIRE FABRIC CRIMPED SO AS TO HOLD THE WIRE 3/8 OF AN INCH FROM THE SURFACE OF THE PIPE. THE FABRIC SHALL BE SECURELY FASTENED TO THE PIPE WITH WELDED CLIPS OR STRIPS OF STEEL., THE WIRES SPACED Z INCHES ON CENTERS SHALL EXTEND CIRCUMFERENTIALLY AROUND THE PIPE. THE ENDS OF REINFORCEMENT STRIPS SHALL BE LAPPED 4 INCHES AND THE FREE ENDS TIED OR LOOPED TO ASSURE CONTINUITY OF THE REINFORCEMENT. CEMENT; AGGREGATE AND WATER SHALL BE MIXED IN THE PROPORTIONS OF 1 PARE OF CEMENT TO NOT MORE THAN 3 PARTS OF SAND. NO MORE THAN 4 -1 /2 GALLONS OF WATER SHALL BE USED PER SACK OF CEMENT. AFTER THE OUTSIDE COATING HAS BEEN APPLIED, THE PIPE SHALL BE CURED FOR 6 DAYS UNDER SPRINKLERS. PROVISION SHALL BE MADE TO PROTECT THE COATING FROM EROSION DURING SPRINKLING. THE,DATE OF COATING SHALL BE PLAINLY MARKED ON THE INSIDE OF EACH PIPE LENGTH. ALL CEMENT MORTAR COATED PIPE WHICH IS BURIED SHALL BE WRAPPED WITH PVC TAPE IN ACCORDANCE WITH SUBSECTION 108.02 (C). sP -14 PIPING MATERIALS ;2) WELDED STEEL PIPE WHICH IS NOT BURIED SHALL BE CLEANED PRIMED, AND FINISH - PAINTED IN ACCORDANCE WITH'SECTION 108.02. 106.03 VICTAULIC COUPLINGS V!CTAULIC COUPLINGS SHALL, BE DESIGNED FOR A WATER WORKING PRESSURE EQUAL TO THE DESIGN PRESSURE FOR THE PIPE ON WHICH THEY ARE TO BE INSTALLED) AND SHALL BE EQUIPPED w ITH RUBBER GASKETS FOR WATER SERVICE. VICTAULIC COUPLINGS SHALL BE STYLE 44 OR STYLE 77. lo6.o4 (VOID) 106.05 SLEEVE -TYPE COUPLINGS SLEEVE -TYPE COUPLINGS SHALL BE SMITH -BLAIR TYPE 411, OR APPROVED EQUAL, AND SHALL BE OF STEEL WITH STEEL BOLTS) WITHOUT PIPE STOP) AND SHALL BE IN SIZES TO FIT THE PIPE AND FITTINGS SHOWN. THE MIDDLE RING SHALL BE NOT LESS THAN 1/4 -INCH IN THICK- NESS AND MAY BE EITHER 5 OR 7 INCHES LONG. BURIED SLEEVE -TYPE COUPLINGS SHALL BE PROVIDED WITH TYPE 304 STAINLESS STEEL BOLTS. BURIED SLEEVE -TYPE COUPLINGS SHALL BE EPDXY- COATED AT THE FACTORY IN ACCORDANCE WITH SECTION 107.10. THE UNBURIED SLEEVE - TYPE COUPLINGS SHALL HAVE THE INSIDE SURFACE OF THE SLEEVE EPDXY- COATED AT THE FACTORY IN ACCORDANCE WITH SECTION 107.10, 106.06 GASKETS AND BOLTS FOR FLANGED JOINTS (A) GASKETS FOR JOINTS SHALL BE FULL -FACE AND CUT FROM 1/16 -INCH THICK CLOTH - INSERTED RUBBER SHEET OR MAY BE OF 1/16 -INCH THICK ASBESTOS FIBERS CRANITE, OR EQUAL. (B) BOLTS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STEEL MACHINE I'll BOLTS AND NUTS AND TAP BOLTS," GRADE B (ASTM DESIGNATION A307). BOLTS SHALL, NAVE A MIN!t'AJM TENSILE STRENGTH OF 55,, 000 PSI. ALL BOLTS AND NUTS SHALL BE HOT -DIP GALVANIZED. 'I. i� PIPING MATERIALS 106.07 SMALL STEEL PIPE SP.j ALL PRESSURE PIPING OF SMALL DIAMETER (3 -INCH DIAMETER OR LESS) OTHER THAN COPPER TUBING AND RED BRASS PIPING, AND ALL VENT PIPINGS SHALL BE GALVANIZED STEEL AND SHALL CONFORM TO THE REQUIREMENTS OF THE „SPECIFICATIONS FOR BLACK AND HOT - DIPPED ZINC- COATED (GALVANIZED) WELDED AND SEAMLESS STEEL PIPE FOR ORDINARY USES" (ASTM DESIGNATION A120). FITTINGS SHALL BE GALVANIZED MALLEABLE IRON. EXCEPT AS.OTHER- WISE SHOWN2 ALL GALVANIZED PIPE SHALL BE STANDARD WEIGHT. ALL GALVANIZED STEEL PIPE AND FITTINGS WHICH ARE TO BE BURIED SHALL BE WRAPPED WITH PVC TAPE IN ACCORD- ANCE WITH SUBSECTION 108.02 (C). 106.08 RED BRASS PIPE AND FITTINGS ALL BRASS PIPE AND BRONZE FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR SEAMLESS RED BRASS PIPES STANDARD SIZES" (ASTM DESIGNATION B43) AND "SPECIFICATIONS FOR COMPOSITION BRONZE OR OUNCE METAL CASTINGS" (ASTM DESIG- l. NATION B62). 106.09 COPPER TUBING COPPER TUBING SHALL BE SEAMLESb ANNEALED COPPER TUBE AND SHALL CONFORM TO THE RE- QUIREMENTS OF THE "SPECIFICATIONS FOR COPPER MATER TUBE" (ASTM DESIGNATION B88), AND SMALL BE TYPE K.• . 40 VALVES 107.01 GENERAL sP -16 (A) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL VALVES SHOWN. ALL VALVES SHALL BE NEW AND OF RECENT MANUFACTURE. (B) THE FLANGES OF VALVES MAY BE EITHER RAISED OR PLAIN -FACED AND SHALL BE FACED'AND DRILLED TO 125 -POUND AMERICAN STANDARD DIMENSIONS AS SPECIFIED) UNLESS OTHERWISE SHOWN ON THE DRAWINGS. (C) EACH VALVE BODY SHALL BE TESTED UNDER A TEST PRESSURE EQUAL TO TWICE ITS DESIGN WATER WORKING PRESSURE. (D) UNLESS OTHERWISE PROVIDED, ALL INTERIOR BRONZE PARTS OF VALVES, EXCEPT GATE VALVE STEMS) SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION . B62. GATE VALVE STEMS SHALL BE OF BRONZE CONTAINING NOT MORE THAN 5 PERCENT OF ZINC NOR MORE THAN 2 PERCENT OF ALUMINUM AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 60,000 PSI, A YIELD STRENGTH OF 401000 PSI, AND AN ELONGATION OF AT LEAST 10 PERCENT IN 2 INCHES,' AS DETERMINED BY A TEST COUPON POURED FROM THE SAME LADLE FROM WHICH THE VALVE STEM TO BE FURNISHED IS POURED- (E) EXCEPT AS OTHERWISE PROVIDED IN SUBSECTION 107.02, ALL FERROUS SURFACES IN THE WATER PASSAGES OF ALL VALVES t 4 -INCH AND LARGER, SHALL BE COATED WITH EPDXY COATING MEETING THE REQUIREMENTS OF SECTION 107.10- 107.02 PLUG VALVES PLUG VALVES SHALL BE OF THE TAPERED PLUG TYPE, WORM GEAR OPERATED, WITH FLANGED ENDS, AND SHALL BE DESIGNED FOR HANDWHEEL OR WRENCH OPERATION AS SHOWN. WRENCH- OPERATED VALVES SHALL BE FURNISHED WITH WRENCHES- VALVE BODIES AND PLUGS SHALL BE CONSTRUCTED OF CAST IRON. ALL SURFACES OF THE PLUGS SHALL BE COATED WITH A DRY FILM LUBRICANT,, POLYFLUORIDE OR APPROVED EQUAL, PERMANENTLY BONDED TO THE METAL SURFACE. ALL OTHER FERROUS SURFACES IN THE WATER PASSAGES OF THE VALVES (EXCLUDING STAINLESS STEEL SURFACES) SHALL BE COATED IN ACCORDANCE WITH SUBSECTION 107.01(E)- OTHER PARTS SHALL BE CONSTRUCTED OF MATERIALS BEST SUITED TO THE REQUIREMENTS OF EACH PART AND RESISTANT TO WEAR DUE TO CORROSION OR FRICTION. THE VALVES SHALL BE PROVIDED WITH A FITTING DESIGNED TO PROVIDE FOR APPLICATION OF A SEALANT THROUGH A CHECK VALVE PROTECTED PASSAGE IN THE STEM. PROVISION SMALL BE MADE BY DUCTS OR GROOVES TO INSURE THE MAINTENANCE OF A CLOSED PRESSURIZED SEALANT SYSTEM BETWEEN ALL CONTACT SURFACES OF MOVING PARTS. THE PLUG SHALL BE MELD TOWARD ITS SEAT BY A FACTORY ADJUSTED GLAND ASSEMBLY, SET FOR PROPER SEALING AND OPERATING TORQUE. THE GLAND ASSEMBLY SHALL BE ADJUSTABLE FROM THE VALVE EXTERIOR AND SHALL UTILIZE EITHER SPRING WASHERS OR GLAND DEFLECTION TO ALLOW PLUG UNSEATING WHEN PRESSURIZED SEALANT 19 SP -17 VALVES INJECTED. VALVE COVERS SHALL BE FITTED WITH FORGED STEEL COVERS AND FLEXIBLE ANTIFRICTION DIAPHRAGM UNDER COVER GASKET. VALVE BODIES AND PLUGS SHALL HAVE SMOOTHLY FINISHED WATER PASSAGES FREE FROM SHARP CORNERS WHEN THE PLUGS ARE IN THE WIDE -OPEN POSITION. THE VALVES SHALL BE DESIGNED FOR A WATER WORKING PRESSURE OF AT LEAST ZOO PSI. DIMENSIONS AND DRILLING OF FLANGES SHALL CONFORM TO THE REQUIREMENTS OF SUBSECTION 107.01(8). ALL VALVES SHALL BE FIG. 165 OR 169, AS MANUFACTURED BY ROCKWELL- NORDSTROM MANUFACTURING COMPANY, OR APPROVED EQUAL. 107.03 BUTTERFLY VALVES (A) FLANGED BUTTERFLY VALVES. BUTTERFLY VALVES SHALL CONFORM TO THE "STANDARD FOR RUBBER - SEATED BUTTERFLY VALVES" (AWWA DESIGNATION C504), EXCEPT THAT FLANGED BUTTERFLY VALVES MAY BE OF A SHORTER LAYING LENGTH AND THE SEAT MAY BE BONDED INTO A GROOVE IN THE VALVE BODY. THE VALVES SHALL BE OF THE CLASS IND1CAtiD ON THE DRAWINGS. VALVE BODIES SHALL BE CAST IRON CONFORMING TO THE "SPECIFICATION FOR GRAY CAST IRON CASTINGS FOR VALVES, FLANGES AND PIPE FITTINGS" (ASTM DESIGNATION A126), CLASS B. VALVE SHAFTS SHALL BE OF TYPE 304 STAINLESS STEELI RUNNING IN "OILITE ", OR APPROVED EQUAL, SLEEVE -TYPE BEARINGS, AND FITTED AT THE OUTER END FOR CONNECTION TO OPERATING GEARING. FERROUS SUR- FACES IN THE WATER PASSAGES OF ALL VALVES (EXCLUDING THOSE SURFACES MANUFACTED OF NON- CORROSIVE MATERIALS) SHALL BE COATED IN ACCORDANCE WITH SUBSECTION 107.01(E). (B) MANUAL OPERATORS (1) MANUAL OPERATION SHALL BE THROUGH TOTALLY ENCLOSED PERMANENTLY LUBRICATED GEAR REDUCERS WHICH PROVIDE AT LEAST 40 REVOLUTIONS OF THE OPERATOR INPUT SHAFT TO OPEN OR CLOSE THE VALVE. GEAR REDUCERS SHALL HAVE SELF - LOCKING WORM -TYPE GEARING. (Z) THE VALVES SHALL BE EQUIPPED WITH HANDWHEELS. OPEN AND CLOSE STOPS SHALL BE PROVIDED TO LIMIT VALVE DISC TRAVEL. THE HANDWHEEL OPERATORS SHALL BE EQUIPPED WITH POSITION INDICATORS AND LOCKING DEVICES. 1o7.o4 (VOID) • SP -18 VALVES 107.05 CORPORATION STOPS CORPORATION STOPS SHALL BE JAMES JONES N0. J -1500 OR J -1515 AS SHOWN, OR APPROVED EQUAL. 107.06 PRESSURE GAGES THE PRESSURE GAGES SHALL HAVE STEEL CASES 1/4 -INCH NPT BOTTOM CONNECTION, STAINLESS STEEL BOURDON TUBES, STAINLESS STEEL MOVEMENTS, BLACK FACES WITH WHITE MARKINGS AND SHALL BE ACCURATE TO WITHIN 0.5 PERCENT OF THE DIAL RANGES. THE RANGE SHALL BE AS SHOWN. THE GAGES SHALL BE MOUNTED AS SHOWN ON THE DRAWINGS AND SHALL BE FOXBORO MODEL "M ". OR APPROVED EQUAL. 107.07 AIR - VACUUM AND AIR - RELEASE VALVES AIR- VACUUM AND AIR- RELEASE VALVES SHALL HAVE FLOATS CONSTRUCTED OF STAINLESS STEEL AND SHALL BE DESIGNED FOR A WATER WORKING PRESSURE OF 150 PSI. VALVE SIZES SHALL BE AS SHOWN ON THE DRAWINGS. 107.08 ECCENTRIC PLUG VALVES PLUG VALVESy SMALLER THAN 4 INCHESP SHALL BE LEVER - OPERATED RUBBER - FACED, ECCENTRIC PLUG VALVES MANUFACTURED BY DEZURIK CORPORATION OR APPROVED EQUAL. 107.09 GATE VALVES ALL 4 ", 6", AND 8" `VALVES SHALL BE FURNISHED WITH ALL INTERNAL WORKING PARTS OF BRONZE INCLUDING SOLID BRONZE DISCS EXCEPT THAT ALL 12 VALVES SHALL BE FURNISHED WITH INTERIOR WORKING PARTS OF BRONZE EXCEPT DISCS) WHICH SHALL BE CAST IRON WITH BRONZE FACING. VALVE STEMS SHALL BE CAST OR FORGED OF BRONZE CONTAINING NOT MORE THAN 7% ZINC NOR MORE THAN 2% ALUMINUM. VALVES 107.10 EPDXY COATINGS SP-19 (A) SURFACE PREPARATION. ALL OIL AND GREASE SHALL BE REMOVED FROM THE METAL BY CAUSTIC DECREASING OR STEAM CLEANING. THE SURFACE SHALL BE SANDBLASTED TO WHITE METAL. IN ORDER TO OBTAIN MAXIMUM ADHESION OF EPDXY COATING, THE GRIT USED FOR BLASTING SHALL BE COARSE ENOUGH TO IMPART A TOOTH IN THE METAL EQUAL TO 25 PERCENT OF THE THICKNESS OF THE COATING TO BE APPLIED. THE METAL SHALL BE CLEANED AFTER SANDBLASTING WITH CLEAN, DRY COMPRESSED AIR. USE OF RAGS TO REMOVE RESIDUAL DUST AFTER SANDBLASTING WILL NOT BE PERMITTED. (B) MATERIAL. ONE HUNDRED PERCENT EPDXY MATERIAL SHALL BE USED IN ALL COATINGS. THE MATERIAL USED SHALL BE ONE OF THE FOLLOWING: DOW CORNING EPDXY DC 3100, FURANE PLASTICS N0. 268, MINNESOTA MINING AND MANUFACTURING COMPANY "SCOTCHCOAT" MICHIGAN CHROME AND CHEMICAL CO. "MICCRON 650 ", OR APPROVED EQUAL. (C) PREHEATING. AREAS THAT ARE NOT TO BE COATED SHALL BE MASKED USING 500- DEGREE MASKING TAPE, SIMILAR TO MINNESOTA MINING AND MANUFACTURING CO.'S PERMACEL. THE PART TO BE COATED SHALL BE PLACED IN AN OVEN AND PREHEATED TO THE TEMPERATURE SPECIFIED BY THE EPDXY MANUFACTURER. AN ACCURATE TEMPERATURE MEASURING DEVICE SUCH AS A PYROMETER SHALL BE USED TO DETERMINE THE SUBSTRATE TEMPERATURE. (D) APPLICATION. THE EPDXY SHALL BE APPLIED AS A POWDER TO THE HEATED METAL BY ONE OF THE FOLLOWING METHODS: (1) ELECTROSTATIC METHOD. THE POWDER SHALL BE APPLIED TO THE HEATED, GROUNDED METAL PART WHICH HAS BEEN ELECTROSTATICALLY CHARGED BY MEANS OF A CURRENT OF APPROXIMATELY 1 -112 AMPERES AT APPROXIMATELY 4OO VOLTS. AFTER APPLICATION OF THE EPDXY, THE PART SHALL BE REHEATED AS SPECIFIED BY THE MANUFACTURER TO FUSE THE EPDXY. EQUIPMENT FOR APPLYING THE EPDXY POWDER SHALL BE THE SAIAES ELECTROSTATIC POWDER SPRAY, OR APPROVED EQUAL. PARTICULAR CARE SHALL BE GIVEN TO PROTECTION OF NON - FERROUS MASKED PARTS. THE FINISHED PRODUCT SHALL BE CAREFULLY EXAMINED FOR EPDXY INTERFERENCE ON WORKING PARTS. (2) HEAT FUSION METHOD. THE PART SHALL BE PREPARED AS OUTLINED ABOVE AND HEATED FOR A SUFFICIENT PERIOD TO DRIVE OUT ALL MOISTURE FROM THE METAL. EPDXY POWDER SHALL BE APPLIED USING AN AIR SPRAY DEVICE DESIGNED TO EXCLUDE MOISTURE FROM THE SPRAY AIR. THE PART VALVES 0 SP -20 MUST BE PREHEATED TO MAINTAIN A SURFACE TEMPERATURE HIGH ENOUGH TO CAUSE INSTANT EPDXY FUSION DURING THE ENTIRE APPLICATION PROCESS. AFTER COATINGI THE PART SHALL BE REHEATED AS SPECIFIED BY THE MANU- FACTURER. PARTICULAR CARE SHALL BE TAKEN TO PROTECT NON- FERROUS MASKED PARTS. THE FINISHED PRODUCT SHALL BE CAREFULLY EXAMINED FOR EPDXY INTERFERENCE ON WORKING PARTS. (E) THICKNESS OF COATING. THE MINIMUM DRY COATING THICKNESS SHALL BE 8 MILS PROVIDED HOWEVER, THAT THE THICKNESS OF COATING IN THE GROOVES FOR VALVES OR FITTINGS DESIGNED TO RECEIVE A RUBBER GASKET SHALL BE APPROXIMATELY 5 MILS. '' (F) INSPECTION. COATING THICKNESS SHALL BE CHECKED WITH A NON - DESTRUCTIVE MAGNETIC -TYPE THICKNESS GAGE. COATING INTEGRITY SHALL BE TESTED WITH A 67- 1/2/OLT TINKER RASOR HOLIDAY TESTER OR A SPARK TESTING UNIT OPERATING AT APPROXIMATELY 2,000 VOLTS. ALL PINHOLES SHALL BE MARKED, REPAIRED, AND RETESTED. NO PINHOLES OR IRREGULARITIES SHALL BE PERMITTED IN THE FINAL COATING. (G) HAND - APPLIED EPDXY. WHERE HAND- APPLIED EPDXY IS SPECIFIEDI IT SHALL BE N ARMCO No. 3135, AS MANUFACTURED BY NARMCO MATERIALS DIVISION, TELECOMPUTING CORPORATIONS COSTA MESA, CALIFORNIAN OR APPROVED EQUAL. SURFACE PREPARATION AND PREHEATING SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. THICKNESS AND INSPECTION SHALL BE IN ACCORD- ANCE WITH (E) AND (F) ABOVE. (H) FIELD REPAIRS. IF SMALL LOCAL REPAIRS ARE NECESSARY) THEY SHALL BE MADE USING NARMCO No. 3135, OR APPROVED EQUAL. THE SURFACE MUST FIRST BE CLEANED WITH AN OIL -FREE SOLVENT AND CLEAN DRY RAGS. L VALVES SP -20 MUST BE PREHEATED TO MAINTAIN A SURFACE TEMPERATURE HIGH ENOUGH TO CAUSE INSTANT EPDXY FUSION DURING THE ENTIRE APPLICATION PROCESS. AFTER COATING) THE PART SHALL BE REHEATED AS SPECIFIED BY THE MANU- FACTURER. PARTICULAR CARE SHALL BE TAKEN TO PROTECT NON— FERROUS MASKED PARTS. THE FINISHED PRODUCT SHALL BE CAREFULLY EXAMINED FOR EPDXY INTERFERENCE Old WORKING PARTS. �E) THICKNESS OF COATING. THE MINIMUM DRY COATING THICKNESS SHALL BE MILS PROVIDED, HOWEVER, THAT THE THICKNESS OF COATING IN THE GROOVES FOR VALVES OR FITTINGS DESIGNED TO RECEIVE A RUBBER GASKET SHALL BE APPROXIMATELY 5 MILS. (F) INSPECTION. COATING THICKNESS SHALL BE CHECKED WITH A NON— DESTRUCTIVE MAGNETIC —TYPE THICKNESS GAGE. COATING INTEGRITY SHALL BE TESTED WITH A 67- 1 /2 /OLT TINKER RASOR HOLIDAY TESTER OR A SPARK TESTING UNIT OPERATING AT APPROXIMATELY 2,000 VOLTS. ALL PINHOLES SHALL BE MARKED, REPAIRED AND RETESTED. NO PINHOLES OR IRREGULARITIES SHALL BE PERMITTED IN THE FINAL COATING- (G) HAND - APPLIED EPDXY. WHERE HAND — APPLIED EPDXY IS SPECIFIED IT SHALL BE NARMCO No. 3135, AS MANUFACTURED BY NARMCO MATERIALS DIVISION, TELECOMPUTING CORPORATIONS COSTA MESA, CALIFORNIA, OR APPROVED EQUAL. SURFACE PREPARATION AND PREHEATING SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. THICKNESS AND INSPECTION SHALL BE IN ACCORD- ANCE WITH (E) AND (F) ABOVE. (H) FIELD REPAIRS. IF SMALL LOCAL REPAIRS ARE NECESSARY THEY SHALL BE MADE USING NARMCO N0. 3135, OR APPROVED EQUAL. THE SURFACE MUST FIRST BE CLEANED WITH AN OIL —FREE SOLVENT AND CLEAN DRY RAGS. � � r SP -21. INSTALLATION OF PIPING IC8.O1 INSTALLATION OF WELDED STEEL PIPE (A) AT ALL TIMES WHEN THE WORK OF INSTALLING PIPE IS NOT IN PROGRESSO ALL OPENINGS INTO THE PIPE AND THE ENDS OF THE PIPE 'IN THE TRENCHES SHALL BE KEPT TIGHTLY CLOSED TC 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 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. (B) THE PIPE SECTIONS SHALL BE LAID IN PLACE TO TRUE ALIGNMENT AND GRADE IN ACCORDANCE WITH THE DRAWINGS. SPECIAL CARE SHALL BE TAKEN IN PLACING THE PIPE AND MAKING THE FIELD JOINTS. BUMPING OF THE PIPE IN THE TRENCH WILL NOT BE PERMITTED. FABRIC SLINGS SHALL BE USED FOR HANDLING COATED PIPE, AND SANDBAGS SHALL BE USED TO SUPPORT THE PIPE WHEN STOCKPILED. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT THE LOCATIONS AND IN THE SIZES SHOWN ON THE DRAW- INGS- BELL HOLES OF AMPLE SIZE SHALL BE DUG WHERE JOINTS ARE TO BE WELDED. FOR PIPE 20 -INCH AND SMALLER, THE JOINTS SHALL BE MADE BY DAUBING THE BELL END OF THE PIPE WITH MORTAR CONTAINING I PART OF LUMNITE CEMENT TO NOT MORE THAN 3 PARTS OF SAND,INSERTING THE SPIGOT INTO THE BELL AND FORCING IT TO THE BOTTOM OF THE BELL. EXCESS MORTAR ON THE INSIDE SHALL BE SWABBED OUT. FOR THE PIPE LARGER THAN 20 INCH, THE JOINTS SHALL BE POINTED ON THE INSIDE AFTER THE TRENCH HAS BEEN BACKFILLED. THE JOINTS SHALL BE FIELD - WELDED IN ACCORD- ANCE WITH THE "STANDARD FOR FIELD WELDING OF STEEL WATER PIPE 'JOINTS" (AWWA DESIGNATION C2OO). THE SIZE OF WELDING ROD USED, THE NUMBER OF PASSES, AND TIME INTERVAL BETWEEN PASSES SHALL' BE CAREFULLY CONTROLLED TO AVOID DAMAGE TO THE CEMENT - MORTAR LINING. AFTER WELDING, THE SURFACES NEAR THE WELDS SHALL BE CLEANED OF ALL DIRT, SCALE OR WELDING FLUX'AND PROVIDED WITH A PROTECTIVE COATING CONFORMING TO THE REQUIREMENTS OF-SUBSECTION 1O6.O2(H). (C) WHERE BUTT - STRAPS OR CLOSURE PIECES ARE USED, BOTH THE INTERIOR AND EX TERIOR SURFACES OF THE BUTT - STRAPS OR CLOSURE PIECES SHALL BE GIVEN A COATING EQUIVALENT TO THE FACTORY - APPLIED COATING OF THE ADJOINING;PIPE SECTIONS. THE EXTERIOR CEMENT MORTAR COATING IN SUCH CASES SHALL BE REINFORCED WITH WIRE MESH. THE INTERIOR CEMENT MORTAR LINING SHALL BE SIMILARLY'.REINFORCED WHERE THE EXPOSED LENGTH OF THE BUTT -STRAP OR CLOSURE PIECE, AS MEASURED BETWEEN THE ENDS OF THE CONNECTED POPE SECTIONS.9 EXCEEDS 4 INCHES. i INSTALLATION OF PIPING 108.02 FIELD APPLICATION OF PROTECTIVE COATINGS E SP -22 OF 22 (A) BURIED VALVES AND FLANGED JOINTS. EXCEPT AS OTHERWISE SHOWN, ALL BURIED VALVES, FLANGED JOINTS, AND OTHER BURIED ITEMS WHICH ARE NOT GALVANIZED EPDXY - COATED, OR MORTAR - COATED, SHALL BE THOROUGHLY CLEANED AND GIVEN TWO COATS OF EC 244 AS MANUFACTURED BY MINNESOTA MINING AND MANUFACTURING COMPANY, OR APPROVED EQUAL. THE DRY THICKNESS SHALL BE AT LEAST 1/8 OF AN INCH OVER ALL SURFACES. THE COATING SHALL BE APPLIED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. (B) PIPING AND VALVING IN STRUCTURES. EXPOSED UNGALVANIZED METAL SURFACES OF PIPING IN STRUCTURES AND ABOVE GROUND SHALL BE PAINTED WITH ONE PRIME COAT OF NO. 5210 YELLOW ZINC CHROMATE, AND ONE PRIME COAT OF No. 5176 CORROSION INHIBITIVE RED PRIMERI FOLLOWED BY TWO FINISH COATS OF NO. 9645 -2 DARK GREEN HEAVY -DUTY ALUMIZOL, AS MANUFACTURED BY GILMORE AND NOLAN� INC. , 1451 SOUTH LORENA STREETS LOS ANGELES, CALIFORNIA. PRIOR TO PAINTINGI WIRE BRUSHES OR ABRASIVES SHALL BE USED WHERE NECESSARY TO RENDER THE SURFACES CLEAN AND DRY. NO PAINTING SHALL BE DONE WHEN THE RELATIVE HUMIDITY EXCEED 60 PERCENT. (c) BURIED GALVANIZED IRON PIPE AND WELDED STEEL PIPE. BURIED GALVANIZED IRON PIPE SHALL BE WRAPPED WITH A 20 -MIL ADHESIVE POLYVINYL CHLORIDE (PVC) TAPES HALF LAPPED. FITTINGS AND COUPLINGS SHALL BE FIRST PRIMED, THEN WRAPPED WITH POLYVINYL CHLORIDE TAPE TO A 40 -MIL THICKNESS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 108.03 CONNECTIONS TO EXISTING SYSTEM WHEN THE CONNECTIONS ARE MADEI 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 SHALL BE SWABBED INTERNALLY WITH AN APPROVED CHLORINE SOLUTION. THE CONNECTIONS SHALL BE MADE IN THE PRESENCE OF THE CITY INSPECTOR. 108.04 PIPELINE TESTS IT 15 IMPRACTICAL TO TEST THE PIPING PRIOR TO RETURNING THE SYSTEM TO SERVICE, BUT THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING CONSTRUCTED A "TIGHT it SYSTEM. IF ANY NOTICEABLE LEAKS OCCUR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR STOPPING SAID LEAKS AND ANY DEFECTIVE PIPING OR VALVES SHALL BE REPAIRED OR REPLACED. NOTICE TO BIDDERS: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF THE WATER CONTROL FACILITIES (CONTRACT NO. 937) ADDENDUM NO. I PLEASE REVISE THE PLANS AND SPECIFICATIONS AS FOLLOWS: 1. CHANGE THE NOTE IN THE PROFILE SHOWN ON SHEET 3 OF 6, FROM:. . "INSTALL•STD. PLUG" T0: "CONNECT TO EXISTING 12" DIA. A.C.P. WATER MAIN" 2. ADD THE FOLLOWING NOTE TO SHEET 3 OF 6; "2. USE CLASS 200 FOR 12" DIA. A.C.P.1' PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL SHEETS OR INDICATE RECEIPT BY INSERTING A COPY OF THIS ADDENDUM WITH YOUR PROPOSAL. 44,�BEN MIN B. NOLAN �,7c CI ENG INEER NOVEMBER 1. 1966 Mail to: City Clerk 3300 Newport Blvd Newport Beach, Calif. 92660 13478 NOTICE OF COMPLETION PUBLIC WORKS x,.-8347 81 mMoORDED AT REQUEST Of CITY Or NEWP^ ^T BEAM IN OFFICIAL RECORDS OF ORANGE COUNTY, CALIF. 9:05 AM AuG 18 1967 J. WYLIE CARLYLE, County Recorder FREE To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on July 1, 1967 , the Public Works project consisting of Construction of Water Control Facilities (C -937) on which Southern Pacific Constructors was the contractor, and Glens Falls Insurance Company was the surety, was completed. CITY OF NEWPORT BEACH I, the undersigned, say: I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on August 16, 1967 at Newport Beach, California. VERIFICATION OF CITY I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on August 14, 1967 accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on L-t4el ;%., /SS 7 at Newport Beach, California. �t [- AUGUST I4.. 1967 I J TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: ACCEPTANCE OF CONSTRUCTION OF WATER CONTROL FACILITIES (C -937) RECOMMENDATIONS: 1. ACCEPT THE WORK.- 2. AUTHORIZE THE CITY CLERK TO FILE A NOTICE OF COMPLETION. 3. AUTHORIZE THE CITY CLERK TO RELEASE THE BONDS 35 DAYS AFTER THE NOTICE OF COMPLETION HAS BEEN FILED. DISCUSSION: THE CONTRACT FOR THE CONTRUCTION OF WATER CONTROL FACILITIES (VALVE INSTALLA- TION IN THE 30 INCH "OLD LAGUNA LINE") HAS BEEN COMPLETED TO THE SATISFACTION OF THE PUBLIC WORKS DEPARTMENT. THE BID PRICE WAS: $33,455.00 COST OF UNIT PRICE ITEMS CONSTRUCTED: 32,o44.00 AMOUNT OF EXTRA WORK: 855.96 TOTAL CONTRACT COST: 32..899.96 AMOUNT BUDGETED IN ACCOUNT #50- 9297-039• 35 ..000•00 THE REDUCTION IN CONTRACT COST WAS DUE TO A RELOCATION OF ONE OF THE NEW 30- INCH VALVES FROM THE ORIGINAL LOCATION IN COAST HIGHWAY AT DAHLIA AVENUE TO COAST HIGHWAY AT AVOCADO. FINAL DESIGN OF THE NEWPORT CENTER WATER FACILITIES RESULTED IN THE DETERMINATION THAT THE REVISED LOCATION WOULD BE PREFERABLE FROM THE FUNCTIONAL POINT OF VIEW. THE REVISION ALSO ELIMINATED THE NEED TO PROVIDE EXTENSIVE DETOURING AT THE DAHLIA LOCATIONS THUS REDUCING THE COST OF THE WORK. INCLUDED IN THE CONTRACT WAS CONSTRUCTION OF 12 -INCH CONNECTION FOR NEWPORT CENTER. DUE TO A CONFLICT WITH AN EXISTING SEWER MAIN THE I2 -INCH PIPE HAD TO BE LOWERED. THE COST OF THIS EXTRA WORK AS WELL AS THE ORIGINAL COST OF THE CONNECTION HAVE BEEN PAID FOR BY THE IRVINE COMPANY. COUNCIL Posmort: _ � r ��fLL. j1 a3 TO: CITY COUNCIL SUBJECT: C -937 AUGUST 14, 19 7 PAGE Z CONSTRUCTION WAS BY SOUTHERN PACIFIC CONSTRUCTORS OF LONG BEACHI'CALIFORNIA. ENGINEERING WAS BY JAMES M. MONTGOMERY OF PASADENA CALIFORNIA.. THE ORIGINAL DATE Of COMPLETION WAS MARCH 31, 1967. THE CITY REQUESTED THAT THE CONTRACTOR DELAY SHUTTING DOWN THE MAIN UNTIL OTHER MAINS WERE COMPLETED SO THAT ALTERNATE BOURCES OF WATER WOULD BE AVAILABLE. THIS PLUS THE TIME REQUIRED FOR THE NECESSARY PERMITS AND PLANS FOR THE RELOCATION OF THEONE VALVE AND THE MODIFICATION OF THE 12-INCH CONNECTION DELAYED COMPLETION OF THE WORK UNTIL JULY 1$ 1967- V JOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR GPD:NAJ -w t/m�� • ��� vJ OMCE less 3325 WILSHIRE BOULEVARD DXI*kiRR 5 -4431 LOS ANGELES 90005 NEW YORK . BUFFALO . PHILADELPHIA . PITTSBURGH • DETROIT - CHICAGO . MINNEAPOLIS • OKLAHOMA CITY • SEATTLE . PORTLAND . SAN FRANCISCO . LONDON CERTIFICATE OF INSURANCE RIMSED 3: To CITY OF NEWPORT BEACH Address rTTV HAT.L, NEWPORT REACH, CAT.TF RNTA /U • � f j I THIS IS TO CERTIFY that the following policies have been issued and are in force at the date indi- cated below. .�. _ : - Y. Iiy ,�.I�,i7:T.F�a�iL:teZ•7�II��L�• �. Address of Insured 3380 ET•M STREET• LONG BEACH=- CALIFORNIA Insurance EMPRIEL94"VE COWS ANS I TION Policy Number PCCALB578I35Y3 CPT1771 Company GLENS FALLS _KANSAS CITY F&M Bodily Injury $50SINGI.EOL Limits: Auto Property Damage COMBINED Other Property Damage TMTTS CTATTTTORV Expires 2/1Z6_7 _._ 9 1 67 Coverage: (Subject to policy conditions): IT IS HEREBY UNDERSTOOD AND AGREED THAT THE POLICIES TO WHICH THIS CERTIFICATE REFERS MAY NOT BE CANCELLED, MATERIALLY CHANGED, NOR THE AMOUNT OF COVERAGE THEREOF REDUCED, NOR THE POLICY AL- LOWED TO LAPSE UNTIL TEN (10) DAYS AFTER RECEIPT BY THE CITY CLERK OF THE CITY OF NEWPORT BEACH, CITY HALL, NEWPORT BEACH, CALIFORNIA OR A REGISTERED WRITTEN NOTICE OF SUCH CANCELLATION OR REDUCTION OF COVERAGE. IT IS ALSO AGREED THAT THIS CERTIFICATE HOLDER IS NAMED AS ADDITIONAL IN- SURED AS RESPECTS THE CONSTRUCTION OF WATER CONTROL FACILITIES, UNDER CON- TRACT NO. C -937. In the event of any material change or cancellation of the above described policies every effort will be made to notify the holder of this certificate, but failure to give such notice shall impose no obligation or liability upon the undersigned. Copies of this certificate have been furnished to the insured and to the insurance companies whose policies are described herein. Dated atLOS ANGELES CALIFORNIA this 29THday of NOVEMBER, i9__6% ccs to: Insured FRED. & CO. B Insurance Company l;y �r RgA R. MALLARD *. CERTIFIED COPY OF RESOLUTION OF BOARD OF DIRECTORS OF SOUTHERN PACIFIC CONSTRUCTORS r_ .tl I, Marjorie M. Anderson, hereby certify that I am the Secretary of the Board of Directors of SOUTHERN PACIFIC CONSTRUCTORS, a corporation duly organized and existing under the laws of the State of California, that the following is a true copy of the resolution adopted at a Special Meeting of the Board of Directors of said Corporation, held on the 9th day of July, 1965, at the office of the Corporation, 3380 Elm Avenue, Long Beach, California, that a quorum was present and voting, that said meeting was in accordance with the By- Laws of the Corporation, and that said resolution has not been amended or revoked and is in full force and effect. RESOLVED, that Wayne D. Taylor, President of this Corporation, be hereby authorized and empowered to execute any and all contracts in the name of and on behalf of this Corporation. IN WITNESS WHEREOF, I have hereunto set my hand and seal of this Corporation this 8th day of November, 1966. ecretary _a r C O N T E N T S REPORT OF EXAMINATION Accountants' Letter Statement of Financial Condition Statement of Income and Retained Earnings Note to Financial Statements i, LYONS. BANDLL B BRYANT ;{ y SUPPLEMENTARY DATA Schedule I - Notes and Equipment Purchase Contracts Payable Schedule II - Uncompleted Contracts Schedule III - Completed Contracts Schedule IV - Direct Construction Costs Schedule V - General and Administrative Expenses i, LYONS. BANDLL B BRYANT ;{ y EDGAR P. LYONS, C.P. A. MAURICE L. BAND EL, C. P. A. JAMES E. BRYANT, C. P.A. NORMAN J. ROARH, C.P. A. SHERRILL L. ROSS, C. P. A. LYONS, BAN]DEL & BRYANT CERTIFIED PUBLIC ACCOUNTANTS 400 WEST TENTH STREET SANTA ANA, CALIFORNIA 92701 October 10, 1966 To the Board of Directors Southern Pacific Constructors LOS ANGELES SANTA ANA NEWPORT BEACH We submit herewith unaudited financial statements of SOUTHERN PACIFIC CONSTRUCTORS for the four -month period ended August 31, 1966. Under the terms of our engagement, certain phases of our examination are conducted on an interim basis throughout the year, but it is only at the close of the Company's year, April 30, that our examination is sufficient in scope to permit us to express an opinion on the financial statements of the Company. We are, therefore, unable to express an opinion on the accompanying financial statements. Yours very truly, LYONS, BANDEL & BRYANT By: C t4t,�ra4� ASSETS CURRENT ASSETS Cash on hand and in banks Notes receivable Accounts receivable - trade Earned estimates Material and supplies inventory Prepaid expenses PROPERTY AND EQUIPMENT Construction equipment Automobiles and trucks Office equipment Less: Accumulated depreciation Leasehold improvements OTHER ASSETS Organization expense (net) $429,440 87,688 $ 55,194 21,138 3,510 $ 79,842 21,026 -2- STATEMENT OF SOUTHERN PACIFIC At August $ 3,118 500 517,128 19,613 7,379 $ 58,816 1,945 $547,738 60,761 290 Reference is made to LYON.. •ANOBL • •NYANT FINANCIAL CONDITION CONSTRUCTORS 31, 1966 LIABILITIES AND CAPITAL of installment obl Community Bank Union Bank Notes payable Wayne D. Taylor Community Bank Accounts payable - trade Payroll taxes payable Accrued expenses Federal income tax payable - (Note Estimated and /or actual cost to complete contracts in progress 0 gations (Schedule I) $20,677 1,181 $ 21,858 $ 7,000 35,000 42,000 295,540 52,714 28,799 I) 39,545 - (Note I) Community Bank Union Bank Notes payable (Schedule I) Wayne D. Taylor Community Bank Less: Current portion included above CAPITAL Capital stock, $1.00 par value, common, authorized 25,000 shares, issued and outstanding 8,000 shares Capital contributed in excess of par value of stock Retained earnings accompanying accountants' letter -2- LYONS. NANOtL • NNYANT $20,677 2,363 47,900 35,000 $ 8,000 5,214 $485,670 $105,940 63,858 42,082 12,000 $ 20,000 61,037 81,037 OF INCOME AND RETAINED For the four -month period ended August 31, 1966 INCOME (Schedule II and III) Contract billings Unbilled portion DIRECT CONSTRUCTION COSTS (Schedule III and IV Costs incurred Estimated completion costs CONTRACT GROSS PROFIT LESS: PORTION EARNED APRIL 30, 1966 CONTRACT GROSS PROFIT EARNED IN THE FOUR -MONTH PERIOD ENDED AUGUST 31, 1966 GENERAL AND ADMINISTRATIVE EXPENSES (Schedule V) OTHER INCOME Cash discounts OTHER EXPENSE Interest expense PROVISION FOR FEDERAL INCOME TAX (Note I) NET INCOME RETAINED EARNINGS Balance, April 30, 1966 Balance, August 31, 1966 UNCOMPLETED COMPLETED CONTRACTS CONTRACTS TOTAL $659,480 $579,799 $1,239,279 87,688 -0- 87,688 $747,168 $579,799 $1,326,967 $645,650 $527,124 $1,172,774 5,214 -0- 5,214 $650,864 $527,124 $1',177,988 Q $ 148,979 24,748 Reference is made to accompanying accountants' letter -3- LYONS, ■ANDEL • BRYANT $ 124,231 31,153 $ 93,078 1,103 $ 94,181 2,421 $ 91,760 37,545 $ 54,215 6,822 S 61,037 • • NOTE TO FINANCIAL STATEMENTS NOTE I - For financial reporting, the percentage of completion method is followed in computing profits on uncompleted contracts. Engineer estimates and experience factors are used to project all contracts in progress to completion and the resultant profit or loss is currently recognized. Estimated earnings have been recorded as accounts receiv- able and additional expenses to complete contracts in progress are con- sidered additional liabilities. For income tax reporting, the completed contract method is used. It should be noted that of the $39,545 tax liability, $2,000 of the tax is related to profits of $8,822 considered earned at April 30, 1966 for financial purposes but not reported as taxable income until the current fiscal year when the contracts are 100% complete. Reference is made to accompanying accountants' letter -4- LYONB. BAND[L B BBYANT 0 a S U P P L E M E N T A R Y D A T A LYONS. •ANDEL • @AVANT 0 0 SCHED -- NOTES AND EQUIPMENT - SOUTHERN PACIFIC At August Reference is made to -5- TOM•• •t•Np •, •T• � -. .; .i: ', s_. DATE OF PRINCIPAL BALANCE NOTE OR ORIGINAL PAYMENTS AUGUST CONTRACT AMOUNT TO DATE 31, 1966 NOTES PAYABLE Wayne D. Taylor 7 -1 -65 $ 22,300 $ 22,300 Wayne D. Taylor 7 -1 -.65 9,300 9,300 Wayne D. Taylor 7 -1 -65 9,300 90300 Wayne D. Taylor 3 -1 -66 7,000 7,000 Community Bank 5 -4 -66 15,000 15,000 Community Bank 6 -2 -66 20,000 20,000 82,900 82,900 EQUIPMENT CONTRACTS Community Bank 7 -9 -65 $ 45,117 $ 24,440 $ 20,677' Union Bank 7 -28 -65 3,544 1,181 2,363 48 661 25,621. 23 040 S13� 2 2 05.940 Reference is made to -5- TOM•• •t•Np •, •T• � -. .; .i: ', s_. E. PURCHASE CONTRACTS PAYABLE CONSTRUCTORS 31, 1966 DUE DATE OR MONTHLY INTEREST PAYMENTS MU 7 -1 -75 6% 7 -1 -75 5% 7 -1 -75 5% 9 -1 -66 7% 8 -2 -66 8% 8 -31 -66 8% $1,880 98 $1,978 Included Included go CLASSIFIED LIABILITY AS CURRENT NON- CURRENT $ 7,000 15,000 20,000 $42,000 $20,677 1,181 $21,858 accompanying accountants' letter $22,300 9,300 9,300 40 900 1,182 1,182 -5- LYONS. DANOWL • ■NYANY Unsecured Unsecured Unsecured Unsecured Unsecured Unsecured Chattel mortgage Chattel mortgage Reference is made to -6- - RULE II - UNCOMPLETED - SOUTHERN PACIFIC IL- At August - ESTI- MATED DATE COM- CONSTRUCTION JOB COM- PLETION ` CONTRACT CONTRACT EARNED NO. CUSTOMER MENCED DATE AMOUNTS BILLINGS ESTIMATES 111 Guy F. Atkinson .3 -7 -66 11 -1 -66 $ 439545 $ 39,855 $ 1,512 124 Central Plants, Inc. 4 -18 -66 10 -15 -66 617,127 5359456 449643 128 Rancho Bernardo, Inc. Unit 7 - Oaks 14 6 -29 -66 11 -1 -66 469161 459171 67 129 Rancho Bernardo, Inc. Greens #16 5 -29 -66 11 -1 -66 359980 34,146 35 130 University of Cali - fornia, Riverside 6 -27 -66 11 -1 -66 32,857 -0- 6,572 131 Rancho Bernardo, Inc. Greens #3 6 -5 -66 12 -1 -66 39,185 49852 1,026 133 City of San Diego 7 -17 -66 10 -15 -66 469991 -0- 33,833 Reference is made to -6- CONTRACTS CONSTRUCTORS 31, 1966 1� 6 1 , accompanying accountants' letter -6- LYONS. •AND[L • ■NTANT CONSTRUCTION COSTS ESTIMATED AND /OR SALES DIRECT ACTUAL AT AUGUST 31, 1966 COSTS COSTS TO PROFIT OR PERCENTAGE PROJECTED TOTAL INCURRED COMPLETE TOTAL LOSS COMPLETE PROFIT $ 41,367 $ 35,968 $ 82 $ 36,050 $ 51317 95% $ 5,598 580,099 504,084 1,728 505,812 74,287 94% 79,029 45,238 40,989 (428) 409561 4,677 98% 4,772 34,181 23,062 5,160 28,222 5,959 95% 6,273 63572 6,634 (748) 51886 686 2% 3,425 5,878 6,078 (964) 5,114 764 15% 5,094 . 33,833 28,835 384 29,219 4,614 72% 61409 6 1 , accompanying accountants' letter -6- LYONS. •AND[L • ■NTANT • • SCHEDULE III - COMPLETED SOUTHERN PACIFIC For the four -month period JOB DATE DATE NO. CUSTOMER COMMENCED COMPLETED 113 Ventura River Municipal Water District 2 -7 -66 7 -24 -66 114 Rancho Bernardo, Inc. - Greens #13 2 -21 -66 8 -21 -66 117 Western Municipal Water District 2 -21 -66 5 -29 -66 118 City of Torrance 4-4 -66 8 -21 -66 119 Allied - Webb 3 -28 -66 8 -31 -66 122 Rancho Bernardo, Inc. - Seven Oaks, Unit 2 4 -18 -66 8 -7 -66 123 Leucadia County Water District 4 -18 -66 7 -24 -66 125F Rancho Bernardo, Inc. - Sprinkler System 4 -25 -66 7 -31 -66 126 Rancho Bernardo, Inc. - Drain Line No.2 4 -25 -66 5 -8 -66 132F Rancho Bernardo, Inc. - Golf Course 6 -19 -66 8 -31 -66 1000 Rancho Bernardo, Inc. - Miscellaneous 5 -8 -66 8 -31 -66 Prior year Reference is made to IN - I I -7- LYON• •ANCaL a SAVANT 3 CONTRACTS CONSTRUCTORS ended August 31, 1966 CONTRACT DIRECT COSTS PROFIT OR BILLINGS INCURRED LOSS $ 44,647 $ 48,606 $(3,959) 43,219 46,086 (21867) 41,440 29,401 12,038 102,481 90,169 12,312 180,149 157,418 22,730 17,536 14,318 3,218 51,486 59,288 (7,802) 5,976 5,866 110 3,281 1,757 1,525 43,775 36,057 7,719 44,772 36,603 8,169 1,037 1,555 518) 579.799 2 2 2 6 accompanying accountants' letter -7- LYONS. ■ANDEL • SAVANT SCHEDULE IV - DIRECT CONSTRUCTION COSTS SOUTHERN PACIFIC CONSTRUCTORS For the four -month period ended August 31, 1966 CONTRACTS UNCOMPLETED COMPLETED TOTAL Labor $161,589 $165,296 $ 326,885 Production overhead 41,992 422852 84,844 Subsistence 360 5,524 5,884 Materials 218,111 163,172 381,283 Sub - contracts 131,484 59,054 190,538 Outside equipment expense 46,606 42,930 89,536 Unclassified 23,678 12,684 36,362 Other operating costs and de- preciation company owned equipment 219830 35,612 57,442 Estimated and /or actual costs to complete contracts in progress 5,214 -0- 5,214 6 6 2 12 $1.177.988 Reference is made to accompanying accountants' letter -8- LTON4. •ANDRL • •RTANT • 0 SCHEDULE V - GENERAL AND ADMINISTRATIVE EXPENSES SOUTHERN PACIFIC CONSTRUCTORS For the four -month period ended August 31, 1966 Executive salaries Estimator's salary Clerical salaries Outside services Payroll taxes Insurance - general Taxes and licenses Automobile expenses Travel and promotion Telephone Rent Professional services Advertising and donations Dues and subscriptions Office supplies Estimating supplies Depreciation - office equipment Postage Office equipment repairs Office equipment lease rentals Unclassified Amortization- organization expense Reference is made to accompanying accountants' letter -9- LYONS. •AMOSL • ■RYAMT $ 9,877 3,850 5,320 1,948 891 343 139 17 345 2,336 800 2,350 114 409 985 152 147 183 84 141 699 23 13i4_151 e CITY O" NEWPORT BEACH 3300 W. Newport Blvd. California ' 270 Oafe. _ .koveeke..r.....IA-.....1067.. DIMIT - 11/16/66 Ise. No. 7534 ( $ 29050.00 ) 12 Inch Water Connection at Newport Center Drive and last Coast Highway 2.905.96 for Water System BALA= MR ; 855.96 cc Anderson - Public Works 50 -902 Please make check payable to City of Newport Beach. Direct all correspondence to Finance Director, City of Newport Beach, 3300 W. Newport Blvd., Newport Beach, Calif. NB 607 lk T0: FINANCE DEPARTMENT' FROM: Public Woorlfi nt SUBJECT: CONTR/tLT k0. 937 TRUCTION OF MATER CONTROL FACILITIES Included in the subject contract was the install4tion of a 12" connection at Newport Center Drive and East Coast Highway constructed for the Irvine Company. Please bill The Irvine Company for the $856.96 and transfer the payments by The Irvine Company to the water fund. The total contribution by the Company is: Connection "D" $2,050.00 Change Order No. 1 �8p5�6.96 Total $ZG7V7. V6 Michaek-rs" Associate Civil Engineer MJA/ldg ��V CITY OF NEWPORT' BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. Final l0% FOR PERIOD ENDAG septamhor 9n 1967 PROJECT' BUDGET NO. 50-9297 -039 CONTRACT ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED d I ORIGINAL CONTR.AC'f EXTRAS TO DATE CONTRACT TO DATE Send payment to: Southern Pacific Constructors AMOUNT EARNED $32,899.96 3380 Elm Avenue LESS I0% RETENTION Long Beach, California, 90807 LESS PREVIOUS PAYMENTS $29,609.96 AMOUNT DUE THIS REQ'4EST 3,290.00 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORREC'7. S I GNEDI,' /�. SIGNED r ENGINEE4f CONTRACTOR �� BY CITY OF NEWPORT BEACH - PUBLIC WORKS DEPART PROGRESS PAYMENT REQUEST NO. 3 (F) FOR PERIOD END PROJECT:__ CONSTRUCTION OF WATER CONTROL FACILITIES 1 BUDGET NO. 50- 9297-039 CONTRACT 937 JUNE 15, 1967 r I . VALVE STRUCTURE "AI' $122840.00 100% $12,840.00 2. VALVE STRUCTURE "B" (REV. PER C.O. #I) 14,769.00 100% 14,769.00 3. VALVE STRUCTURE "C" 2,385.00 100% 2,385.00 4. CONNECTION "D" 2,050.00 100% 2.050.00 $32,o44.00 C.O. #1 - C.O. #2 855.96 100% 855.96 $32,899.96 ORIGINAL CONTRACT $33,455.00 EXTRAS TO DATE 555.04 CONTRACT TO DATE 32,8$99.96 SEND PAYMENT TO: AMOUNT EARNED $32,899.9 //��y / / /��,,(!q SOUTHERN PACIFIC CONSTRUCTION LESS 10% RETENTION ,290.00 �•"" � " "'�^` 3380 ELM AVENUE p,, LESS PREVIOUS PAYMENTS 2,956.12 LONG BEACH, CALIFORNIA, 90807 AMOUNT DUE THIS REQUEST 653.84 I HEREBY CERTIFY THAT THE ABOVE _AMOUNTS AND VI 51 GNED 7�� .- ✓r- NOINE A`- I .Ig SOUTHERN PACIFIC CONSTRUCTORS P.O. am 7608 LONG BEAcN# CALIFORNIA$ 90807 MINE 228, 1967 ATTENTIONI MR. M.D. TAYLOR SURJECTI CONSTRUCTION OF MATER CONTROL FAO/LI E=(C-937) 04"LENENI AN ONSKCTION OF ONE SMJECT FACILITIES WAS HAM THIS OMRNI" MIT" TN[ FOLLOWING DISCREPANCIES NOTEDI VAULT As 1. TNc LADDER RUMS AMC 1Z2' DIA. Viet 3A" AS SHOWN M THE FLANS, 2. THERE IS NO 0OPCH" OR CLOSED~ INDICATION ON TIKE VALVE. 3. TIKRE OS NO CLAIM OR DRACUT ON THE WHY PIPE. • THE SIINP 18 PARTIALLY FILLED WITH MILD OR DINT. S. THE FLANGE ON THE OLOWOFF OUTLET ID NOT 844,199 TIGHTLY AND ODES NOT APPCAR TO NAVE A OASKET. 6, BOLTS ON THE SLING FLANGE AND THE VALVE ARC OF RANDOM LCNGTNS• THEDE SHOULD DE CMANSCO TO 3 3/4" AND 5" RKGPECTIVELV. VAULT S1 I. SAME AS ADM 29 SAME AS AGOVE • SANE AO AOOVE 0 . SAME AMAmm S• THERE IS A LARGE AMOUNT OF MOT CONING THROUGH THE PAINT. ALL FERROUS 11ETAL SHMFACES SHOULD OE CLEANED OF ALL PAINT& RUST& 4TC• AIM REPAINTED IN TIME GPECIF/ED MANNER. 6. SANE As ADOVE. a SNNWECTI CONTRACT NO* 937 PAGE 2 THE AS011E ITEMS SHOULD K CORRECTLD AS SOON AS ►OSOIOLE IN ORDER TNST TNt CONTRACT NAT K PKSENT[D TO THE CITY COUNCIL POR TM[IR ACCCPTANCE AND THE RETENTION MAY K PAID. IN ADDITION TO THE AOWEA SMALL LEARS WCK OSKRY[O IN BOTH VAULTS• TNEK WILL K REPAIRED BY CITY WATER DEPARTMENT P[RSOMMEL. PERT TRULY YOURSO G.': DuNIG1N, JR. ASST, CIVIL ENOIMEER GPDIMAJ G-9 June 13, 1967 City of Newport Beach City Hall 3300 West Newport Boulevard Newport Beach, California Attention: Mr. Michael J. Anderson Subject: Contract Number 937 Gentlemen: In view of the fact that the above subject project has been delayed by inclement weather, material deliveries, change orders, and miscellaneous delays for the convenience of the city, we formally request an extension of time and a revised completion date of May 31, 1967. Your favorable consideration will be appreciated. WDT :crb Very truly yours, SOUTHERN PACIFIC CONSTRUCTORS W. D. RFr. r JUN in- PUBLIC �l MP, JUNE 12, 1967 , J_ Id TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: CONSTRUCTION OF WATER CONTROL FACILITIES (C -937) RECOMMENDATION: APPROVE PUBLIC WORKS DIRECTOR'S ISSUANCE OF CHANGE ORDER NUMBER 2. DISCUSSION: SECTION 4 -03 OF THE CITY'S STANDARD SPECIFICATIONS REQUIRES CITY COUNCIL APPROVAL OF ALL CHANGE ORDERS IN THE AMOUNT OF MORE THAN $500. DURING CONSTRUCTION OF THE CONNECTION ON EAST COAST HIGHWAY AT NEWPORT CENTER DRIVE, IT WAS FOUND THAT THE ORANGE COUNTY SANITATION DISTRICT TRUNK SEWER WAS IN APPROXIMATELY THE SAME PLANE AS THAT PRO- POSED FOR THE NEW 12 -INCH WATER MAIN. THE PLANS WERE REVISED TO PRO- VIDE A DEEPER GRADE FOR THE WATER MAINS INCLUDING THE FLANGED CAST IRON FITTINGS NECESSARY TO ACCOMPLISH THE GRADE CHANGE. THE CONTRACTOR SUBMITTED A LUMP SUM PRICE OF $855.96 FOR THE EXTRA MATERIAL AND LABOR. AS THE IRVINE COMPANY IS REIMBURSING THE CITY FOR THE COST OF THIS CONNECTION, THEIR CONCURRENCE WAS OBTAINED, AND CHANGE ORDER 2 WAS ISSUED TO COVER THE EXTRA WORK. ALTHOUGH NO COST TO THE CITY IS INVOLVED COUNCIL APPROVAL OF THE EXTRA WORK IS NEEDED BECAUSE THE CITY IS THE CONTRACTING AGENCY. 1 (1` SEPH DEVLIN 4P B U C WORKS DIRECTOR GPD:NAJ L l3 W4;� G� C ITY or BEACH PURL IC wcx KS AARTHM CHANGE M&R NU BERt 2 CMRACTI CMTl X"P OF WATER COMM M FACILITIES CONTRACT VAKRt 937 CONTRA" I SoUMAN PAC IM CONIIIINCTORS I. MOOISY THE 12*IMCH DIANEKR CONNECTION 10" AS QMOMM ON DRAMINQ Mwern "30 -S,# SwcT 31, REYIsION 3. TNC KORR SMALL BE PERFORMED r" THK LUMP SUN PRICEp PER YOUR PRO- POSAL DATED MAY I00 1967, OF ft,964, DArcf S Z v �Z Ire F. IV ED M WOES DEPT: FA`.a�L--9 t... A � � C - y -> ) JAMES.M. MONTGOMERY C{j?i$j7.j,77TjG ENGINEERS CORPORATED 535 E NWI-1, UT STREET P ASLIFORNIA NURRMORE 3-7128 City of Newport Beach 3300 West Newport. Boulevard Newport Beach, California Attention Mr. Joe Devlin Public Works Director May 29, 1967 STATEMENT Our Job 40.40 Engineering services rendered during March 1967, in connection with checking shop drawings - Contract C -937, for valve structures in Pacific Coast Highway, etc. , according to your instructions based on our standard hourly rates effective Nov. 1. 1966: Supervising engineer - 1.5 hrs. $20.00 $ 30.00 Engineer - 7. 5 hrs. l; $14. 50 108.75 $138.75 Mileage @ 10� .50 Amount due . . . . . . . . . . . . . $139.25 06c 6 -01 -6? /,Z 44 5a- q2.9-) -o3y ' i f y CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. FOR PER= PROJECT: ;M BUDGET NO. CONTRAC 0:4: 50-9297 039 irr' i T� rnniro n�T ore VALVE STRUCTURE "A" •.,� 12,840.00 I 100%r 2. VALVE STRUCTURE "e REV. PER C.O. 01) _ 14,769.00 N 100%r 3- VALVE STRUCTURE "C" 201 .385-00 100% 4. CONNECTION "D" 2,050.00 70 ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE AMcUNT EARNED LESS 10% RETENTION LESS PREVIOUS PAYMENTS AMOUNT DUE THis REQUEST B HEREBY CERTIFY THAT T SIGNED /+r ENGI C.O. If i C.O. 112 -55b. QK' S 71,0 32, 99• v /j, A4 32,173.4 ,217 - 114'628741: HE ABOVE AMOUNTS AND VA ERR 412,840.00 14,769.00 2,385.00 1437.50 $31,531.50 a55.96 70 641.97 $32,173.47 MEND PAYMENT T01 (SOUTHERN PACIFIC CONSTRUCTORS 3380 ELM AVENUE LONG BEACH, CALIFORNIA, 90807 City of Newport Beach City Hall 3300 West Newport Boulevard Newport Beach, California May 10, 1967 Attention: Mr. G. P. Dunigan, Jr. Subject: Construction of Water Control Facilities (C -937) Gentlemen: GV I" Pursuant to your request we are pleased to offer the following lump sum price to furnish and install materials as shown on Drawing Number W- 5030 -5, Sheet 3, Revision 3. ' -d Lump sum price for above Total credit allowed for return of 12" flanged by ringtite valve $1,026.81 t / Z 3'/. e t/ /z (170.85) !L" Ci.V. /%Z .S& Total Lump Sum $ 855.96 We trust this meets with your approval and look forward to your early change order. R F C F I V F D 69"Y I =1967 .PUBLIC WUKKS DEPTr: WDT:crb Very truly yours, SOUTHERN PACIFIC CONSTRUCTORS )fte C4 Y�T /•PPl� COMPRESSION TEST O PRELIMINARY TESTS COUNTY OF ORANGE ,- TO AWARD OF CONTR ROAD DEPT.' a h�� V� ✓ O POTENTIAL SOURCE'S AFTER AWARD M,ferlsl Testing Section ` TEST NO. _r %— (72� % � . OF CON 7MT'� REPORT OF TESTS ON FIELD NO. . MATERIAL TESTS AL MATERIALS ACTUAL P. C. E. noirr. .tAvo. .o a_o Aarel .C�2t}K ENTERING INTO W RS .. ..- SPECIAL TEST$ it CLASS; SRE: L DATE REPT -:x _ IF CONTRACT. USE ' 1D NO. WOJECT NAME LliFlST /'7 /li� RESIDENT ENGINEER (INSPECTOR) - CONTRACTOR _ SEND REPORT :Tp: CONSTRUCTIONw' MAINTENANCE �GENCY B � PERMITS ` ' AGENCY: . C"7-Y O F /V [i iJ P0.2 T° L-' l=FJCH SAMPLE OF Q ASS 'IA" aNCR67- SAMPLE FROM ; LIMITS OF SAMPLE - L.00H T'1 ON R LOCH. OF SOURCE 14 At MANUFACTURFsL LOCATION G'9A/ iztleA: REPRES NTED '� Y DATE SAMPLED{' ! Z 6 J BY FAR��gg TITLE CON ST rNSOi RECEIVED Y�T /•PPl� COMPRESSION TEST M®®®® BILLING WILL B MADE AT END OF MONTH TERI S IGEER , ev RESIDENT ENGINEER (CITY ENGR.) F.s on -�Z.I I CONCRETE MIX.GFSICWN ., , / INVOICE 3380 ELM AVENUE . LONG BEACH, CALIFORNIA 90807 426.7359 P. O. BOX 7606 636 -0793 r �I S INVOICE NO. 888 o Cit L of Newport Beach D Public Works DPnartt'n PntjCit)r Hall INVOICE DATE T 3300 West Newport Boulevard LNewport Beach, California J CUSTOMER NO. WORK ORDER NO. JOB NUMBER 142 PROGRESS BILLING FOR CONSTRUCTION OF THE WATER CONTROL FACILITIES, CONTRACT NO. 937 Period ending March 31, 1967 Item Description Bond 1 Earth Work Concrete Materials and Fab. Installation 2 Earth Work Concrete Materials and Fab. Installation 3 Materials and Fab. Installation 4 Earth Work Materials and Fab. Installation 32, 044. 00 Less 1016 Retention AMOUNT DUE - THIS INVOICE NOTICE "Under the Mechanics' Lion Low (California Code of Ciyll Procedure, Section 1187 of coa), any contra:..,. suhcantractor, [.bore,. sup;:!icr or 'her cell., ,...o hc';, to :n:Pnve Your proper ly b „t is pa d for I e :,.. , or c: ; I::, I= .:irht to crl:nrr., . c,i a^a•ncl yur ua::.`•','. TI.., r:.._. s Pact, a!ur a .. C h•a.no, : 1:: • cr.. i a c_•.:I ,. �vce, and Y:w _ cl ;bc sY. - -J ,. 'n::u.::cLnos, lM1is coq f; n•:y.n cv:•n it yo,.: ;:ovc ;:a 1 Ycur own mi;n cctnr in full, it n:: ;uba:.dm:,or, iuiifi or supp;;v rtmmns unpoid.” $21,745.75 2,174.58 $19, 571.17 Value % Complete Amt. Billing -70 320.00�7z,)-° 100% $ 320.00 a% • 2, 141. 00 7510 1,605.75 61 2, 378. 00 3r&. 7 u -2-ro /J-.t 594.50 6, 580. 00 1 t9o.ov 14" sa % 6,580.00 1,647. 00 0% -- 6 ys 4, 275. 00 ;z",z1'�r@%o 2,565.00 6� 2, 378. 00 3 t.-) 0 25a/o /i 594.50 oD 6, 597. 00 Jeer,• rV 190 S"u 6, 597. 00 1,349.00 0% 1, 679. 00" 100% 1,679. 00 698.00 100% 698.00 942. 00 " 704''. Xeo ? $ 9 ,/ z. tz>512. 00 zs-Z 100% 512. 00 548.00 0% -- 32, 044. 00 Less 1016 Retention AMOUNT DUE - THIS INVOICE NOTICE "Under the Mechanics' Lion Low (California Code of Ciyll Procedure, Section 1187 of coa), any contra:..,. suhcantractor, [.bore,. sup;:!icr or 'her cell., ,...o hc';, to :n:Pnve Your proper ly b „t is pa d for I e :,.. , or c: ; I::, I= .:irht to crl:nrr., . c,i a^a•ncl yur ua::.`•','. TI.., r:.._. s Pact, a!ur a .. C h•a.no, : 1:: • cr.. i a c_•.:I ,. �vce, and Y:w _ cl ;bc sY. - -J ,. 'n::u.::cLnos, lM1is coq f; n•:y.n cv:•n it yo,.: ;:ovc ;:a 1 Ycur own mi;n cctnr in full, it n:: ;uba:.dm:,or, iuiifi or supp;;v rtmmns unpoid.” $21,745.75 2,174.58 $19, 571.17 arm saw nowwc . fig avAw ea Pill. a INK s . a C!q st dr.A 1 1. 0 Mill West _911 ef�salrrssd L now"" sessho -odunsis IMV01C0 _. s■VAAM FOR c �%e�ppQr` TRZ WATZa �.. '. /Pw2�A)GGRM VWNTFOL FA CONTRACT MM "I .i VmUd *aM*s Warek 31, 1907 _:, at Mara WWk 29 441. 00 ift 1 44& 75 t atstwias "d Tab. ,.. Z 3R301 want. 60 io Y.. CsaCSSts t,3t�.00 �� #�lef0. usterMb sad 706 i,5+ *00 4001* Ls�� f�f ir00. babLualfift 3W so .0% 3 Allatiewbu sad rab. !,iy 0@ 180W 46 toft ! Mar* Work -- Makwish sad r atw] S12, l0' 4"% 3astsl�a Sif M'i 0'� - � 12.0{4..:011 ail, Vii. 75 us" #0* E0 174.'S r Mtt1R1M DW - TM D1!'iC �l6,.57l:.l7 .. NOTICE "Under the Mechanics' Lien Low (COlifom" Cade of Civil Procedure, Section 1181 at seq.), any contractor, subconfractoq 1 laborer, supplier or other perm who heaps to improve Your but Is -It Paid for hi, work er supp!ic , l:as o riglri'to property ' /, Thi: ean3 that, alter o ar.iarm n cairn a ^a:'n_-t year proper , m court hearing, Your Prop'--fly ccu.d be said by a court officer and , ' he proceeds of ihe'sale u ed. lo']aos:y the indebiednek$. This con b.Ppcn even if You Kave'paid you 0 r Gra ControciPi in full,_ . -. '�I:bCCnirLLtOr, IQbOler, Cr ]ap9liH ttTatrt]:UnpU�" .. , 'JET _ _.ar •rw'.. _ � �_ _ ��-. S �. =��' iii � . - � � i 'ti _ mi.£� - ._. LUSCOMBE ENGINEERING CO. OF LOS ANGELES April 24th, 1967 Public Works Department City of Newport Beach Newport Beach, California Attention: Pat Dunigan 610 60. ARROYO PARKWAY PASADENA, CALIFORNIA 91101 216 - 664.2000 TWX 910. 666.6296 2190 N. THIRD AVE. PHOENIX, ARIZONA 66012 602- 274 -1642 Subject: Newport Beach Public Works Water Control Facility Southern Pacific Contruction Contractor Allis - Chalmers Mfg. Co. Butterfly Valves Allis- Chalmers Shop order no. 33779 Gentlemen: Mr. Max Tingley and myself inspected the Allis - Chalmers Butterfly Valves that were on the contruction site. The purpose of this trip was to inspect the Allis - Chalmers Butterfly Valves for: 1. Damage to a valve that had been dropped. 2. Epoxy coatings. I found these valves that had been dropped worked smoothly and there was no indication of damage to the operator or the valve body. I would say this valve was in good working condition and will not give any trouble in service. On one of the valves one of the taper pin retaining nuts had apparently been touched up with epoxy. Again, the valve is in good working condition and I would anticipate no problems with corrosion on these nuts as they are made of non - corrosive alloys. Please don't hesitate to contact us if we can be of further service to you. Sincerely yours, LUSCOMBE ENGINEERING CO. Agents for Allis-Chalmers-Mfg. Co. Armand B. Crump ABC:sk cc: Southern Pacific Contructors cc: D. Taylor A -C, L.At GINEERING REPRESENTATIVES cc: G. Bowman, A -C, YorN RECEIVED APR Z 1967 PUT LIC VVO ;tS L }T, F. April 24the 1%7 publle. 0606rtasut City of t 'Ooee1+ Ftsegzarx ?�e,esh, �ttlifesyrie `': 4ttw�ttSextts rat DAa IR&O ' _iwbloett few?Wt deseh Fablle works *MW Gleatral t'iollity VOCI fi,C �"oAtrUCti411 -C WtPft%&T' - Atltsaft4mars tlfa. 06o %ate3►1t3yr Vale** Alli alwipra shop orbs M&i'' d17fQ �tZlttMUt rhpe jMx tisdley sa4 syeelf lseeae146 tho A111e- 0"Oxers tPfly Y"It"S 010t W600 Ass. the 4MeAtrWt1ea cite. Y-40 vWpows, of this vptp vae tr ir.,sraet Lfite Al1ie�Ci.etltwrw ttutlterPlg 4el*n f'Wt i. Damao to a w:e,l+e that had Vasm Ar &pped. 8. rp".1 see lags. I reTeacl those wakes tbst had bawd dropped votitiQ evooetul "A there W" test itttteatian of dsoeg* ter thn *perotor or tho salve ter. - Z worold a" this value wos in -geed working a 4*411dom and will not #Asst s0Y trouble Ln . Aw�wlp. oue of the valves as* of the PU retetatag antis had ntbpsrwily if t Yo+xJeed up +dtb *WWty. al(siTee gpl w:*w IS to so" we"i"r, ciad.ttiea end I would satlelpato rco sysb ,aMe eat Mess tats aM1 they are ands of opv-eeroroslve allayse tlitaso A*%** hesitate to eptaet ao i' w sas he of ftrther serslee ts, . 9� Upoeroly ves". ��?fi14affiR . tf�4ltkl�i. Cfl. AAQUts for OLUlmotbalwovs %ft, Co. i drreand k. C- rrae�r AlCtek east akmthe" ravii[s Ceratructors eat D. 7oylvr *-CS L.A. Cal A-ce York a CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. I FOR PERIOD PROJECT:_ CONSTRUCTION OF WATER CONTROL FACILITIES f` BUDGET NO. 50 -9297 -049 CONTRACT,,9 I. VALVE STRUCTURE "All 2. VALVE STRUCTURE "S" 3. VALVE STRUCTURE "C" 4• CONNECTION "D" W 12,840.00 14,769.00 21385.00 2,050.00 C 48+ % 46-% 100% 47 -% ORIGINAL CONTRACT $331455.00 EXTRAS TO DATE - 11411.00 CONTRACT TO DATE 32,044.00 SEND PAYMENT TO: AMOUNT EARNED 161 16. /��� ��` Z1'�`,t'7 SOU HERN PACIFIC CONSTRUCTORS LESS 10,E RETENTION 12 7 � n >'✓iJrp (�1 Ihx ELM AVENUE LESS PREVIOUS PAYMENTS - � /( ONG BEACH, CALIFORNIA) p,, 90807 A, %KUNT DUE THIS REQUEST 141684• I HEREBY CERTIFY, THE ABOVE AMOUNTS AND VALUES ARE CORRECT. THAT SIGNED / ✓ -�G ��� SIGNED South e e#fic C e NG� -ONT TOR RECD APR 20 1963//' EARNED $6,107.70 6,861.45 2,385.00 962.50 $16,316.65 THE IRVINE May 31, 1967 COMPANY bL- R< V I 5N4EC-0A1L2I F0 ORNIA 92g6a �x City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention: Mr. Mike Anderson Re: Water Line Revision at Newport Center Drive and Highway I Gentlemen: This letter is to acknowledge the additional expense to us of $855.96 caused by the elevation conflict of the existing sewer line and the proposed connection at Newport Center Drive and Highway #1 at Newport Center. We appreciate your efforts to communicate regarding this cost and hope your construction schedule was not disrupted due to the conflict. Very truly yours, Ron Dickerson Field Coordinator RD:rs RECEIVF9 JUN J - *T -7 POW hur►c+a utr�; V M. MONTGOMERY CO1j$ULTINC ENGINEERS INCORPORATE 535 EAST WALNUI REET PASADENA- IA MURRAY PB►Ip• Sy -&=E 3 -712B City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention, Mr. Joe Devlin Public Works Director STATEMENT Nat" 310 19d'1 Oar Job 40* 40 Zagimwrlsg services Wondered be irdmary 28. 1*10 in esnaemNaa with checking shop drawings - Conb* 4 0-937# for valve stsactwms im- Psleific Coast highway► ate. ► according Ms your instructions bassd en oar Oft lard hourly rates effective Nw. 1. lVIAs Supervising engimer - 4.5 hrs: ®ice. d6 ; 90.00 Eaglseer - 10 hrs. x $14.50 145. N 3. mileage .50 Amount due . «; $235. fQ Do, s SOVTNCRN PAC /IC COINITNUCTORS P.O. so 760 LONG BEACH, CALIdNRl1lA,'908(IQ ATTCIRIONf MR. MAYNE iA�4.OR u Swam E71 m I ON or i 1Nt j 6ENTLEKNs 0 MARCH 29, 1967 IM RtdERtNCt TO YOUR LETTER Of MARCH 14, 1967, mQw OT ING AN EXTEN310* OF TIME FM THE SUSJCCT CONTRACT, A CHANGE IN THE ¢OMTMACT TIME CAN ONLY OE MADE NY THE CITY COUNCIL SEE kC710N 8.06 or THE CITY STANDARD 3PEC1FICAT10NN), IT HAS DEtN THE POLICY Od THE PUBLIC MOODS DEPARTMENT TO TRANSMIT THESE MOVESTS AND TO "OLE TIESC CHANGES AT THE END OF THE CONSTRUICTIOM, MHEN THE JM to SEWS PRESENTED TO THE CITY COIHH:IL dOR ACCEPTANCE. IT IS PROPOSED TO MANSLE TOISt REOUEST IN THIS MANNER RECOGNIZING THAT THERE HAVE SEEM SOME DELAYS TO THE PROJECT IN WHICH YOU HAVE HAD LITTLE OR ON CONTROL, AND INDICATING THAT ADJUSTMENTS WILL DE MADE AT A LATER OATS• V91Y TRULY YOURS, / YL MICHA J. ANDERSON Su8Ol SIGN GNINEER M1JAs MAJ March 14, 1967 1,Y u �U .1 City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Attn: Mr. Michael J. Anderson Subject: Contract No. 937 Gentlemen: Due to valve deliveries beyond our control, descrepancies between contract drawings and the State Encroachment Permit, changes in the contract drawing and the decision of the City of Newport Beach to withhold start of construction until March 27, 1967 we formally request an extension of time and a revised completion date of May 5, 1967. W DT: jk Very truly yours, SOUTHERN PACIFIC CONSTRUCTORS wo%" g wjkvED MAR 151961 PItBUC YVUc�c�:. ;��PT. 9-A CITY OF NEWPCRT BEACH PUBLIC WORKS DEPARTMENT CHANGE ORDER NO.: I h' PROJECT: CONSTRUCTION OF THE WATER CONTROL FACILITIES CONTRACTOR: SOUTHERN PACIFIC CONSTRUCTORS CONTRACT NO.: 937 REVISE THE TOTAL AMOUNT OF ITEM NO.2 OF THE PROPOSAL, "VALVE STRUCTURE B ", IN ACCORDANCE WITH THE REVISED PLANS PER REVISIONS DATED MARCH 31 1967: ITEM N0. 2 ORIGINAL CONTRACT AMOUNT DEDUCT PER REVISED PLANS REVISED CONTRACT LUMP SUM PRICE FOR VALVE STRUCTURE B $16,180.00 $ 1,411. 00 $14,76.9.00 7/ f M� y IZ4— Southern Pacific SIGNED: rrvr. C � CONTRACTOR: COR St llC YS � GINEER t DATE: l Cif? s y: DATE: RE kro MAR 615W i1 �I c FORM P -2 0 STATE OI' CALIFORNIA DEPAR "rMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS RIDER To be attached a- ade a part of - . achmerit Permit No ------ W- Z-76T' IAM To M m A ators Xlm lburg 24"k, amistora" J Complying with I= request of ------------- C'L_t_':__mP lft"Wt ---- i- -tt - -1 we are hereby amending above numbered permit as follows: Date of completion extended to -------- __.--- - - - - -- ____ AM" Paraggb tNl of ttte original ftmit tle read as follo"I "Snavatr! " W the verious •49 mm" Nitbu tyre Dirieiaet o% N*mm of tom, Por "0 of emouwtlt tatter 1 Clos siattg both �o�P Comet MOONY# Alldl*�XJl- Sb.i9/i , at a location of 2W weetelft of the Center lute of Avaaoda Av! ivy-is, Jambetre lbed X*X4v d. oil s�r� of ONAW koive, as per last 03"0 l oils, 6- oP 6 0M� ft 7� ' 1 . attasMd to ter t ltir to >Paeait -8- M tM Cl of !report >deeeeh, tom trite 0010010=49f _ the ;6;; i��seerait!de�d �t i", rattan to wo rol- lowm epet:ial tel'IOe led � Gnft't$ANW.,, Anatd &#eoial T*m and Condition 01 to Pollowet Delete the " atenee with respect to the mavatien at Dahlia liars ( Conti tied an Poo 2) Except as amended, all other terms and provisions of the original permit shall remain in effect. This rider must be attached to the original permit. Loa Melee "Mb 13, 1967 Dated at ------------ .Calif.! ------------------------ 07-JCV RIne 199 *Idler DAWymand Ufflos 6R, alth DEPARTMENT OF PUBLIC WORKS City of Rpt.Deh - DIVISION OF HIGHWAYS 3300 V, l/ewpart Blvd.* --- ---- A� - -Lo. ------- - - - - - -- rrtt Enginerr li ,ki ralittiy Robt. 1ordfN By—.- ------------- ---- - --- -- ------------------ -- Permit E.si err sab"Itl jam" Ride-, to Southeni Pacific OonutftttorS 07-ORA March 13, 1967 wo eclal-term and (wanditloi to read as f vertle eta =or 18" shoi 34m. vault stvuct gft- bet *0 top 0 f %UW llpe i s s. term and eondition #6 to read as follow0i "V*wnen-: °mmmt repairs SM11 comist, 6f 5" Ot, —^ . ,Over 51 ot. over !2" of A,Sv," A FORM P.2 t STATE OI CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS RIDER To be attached to and made a part of . /Encroachment Permit No .____76_- 5- U- 7___.30___----- N F To City of Newport Beach 3300 W. Newport Boulevard Newport Beach, California Attn: Mr. Michael J. Anderson., L Complying with your request of-------------- --------------- - - - --- March-_3,_- 1967 ------------------------- we are hereby amending above numbered permit as follows: Date of completion extended to ---------------------------------------- -- ---- --- - --- - Maintain water main control facilities along both sides of Coast Highway, ORA- 001 - 16.19/17.43, at a location of 200' westerly of the center line of Avacado Avenue, Jamboree Road and H.E.S. 133 +43.11, westerly of Newport Center Drive, as per attached plans #W05030 -S Sheets 1 through 6 of 6 Sheets, revised March 3, 1967. Except as amended, all other terms and provisions of the original permit shall remain in effect. This rider must be attached to the original permit. Dated at ------ LOA Angeles-------- - ._Calif., -__- March -_10 _ _1967 - - - - -- o7- oRA -ool- 16.19/17.43 DEPARTMENT OF PUBLIC WORKS RJ cy DIVISION OF HIGHWAYS cc: JCW Rime H.Miller D.A. Raymond A.S.L. Hewes 4Jo ------------------- D ; irogircBY - -- Permit Robe, Asst., Dist., L FORM P.2 . s STATE 01: CALIFORNIA DEPAR:rMENT OF PUBLIC '.ORBS DIVISION OF H1OHWAYS URM ID. City of Newport Beach To 3300 W. Newport Boule" Newport Beach, California Attn: Mr. Michael J. Anderson a part m of 7 TS43" -- nt Permit No.___ -_ ----------- --------------- t j r~, J Complying with your request of ° March 3, we are hereby amending above numbered permit as follows: Date of completion extended to -. Maintain water main control facilities along both sides of Coast Highway, ORA- 001 - 16.19/17.43, at a location of 200' westerly of the center line of Avacado Avenue, Janboree Road and $.R.89 133+43.11, westerly of Newport Center Drive, as per attached plans #905030 -8 Sheets 1 through 6 of 6 Sheets, revised March 3, 1967. Except as amended, all other terms and provisions of the original permit shall remain in effect. This rider must be attached to the original permit. Dated at ----- 1495- 46e1t8__- ____.. Calif ...... Xsrch 10P_ ---- ---- 67 - --- -- 07- oRA- 001 - 16.19/17.43 RJfcy eei JCW Rime H.Killer D.A. Raymond A.S.L. Hewes DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS A. L. IiDilif.'80C8 - - ----------------------------- Depaty Distrirf Enginrer By- .Oti¢maL�iQned ny Rnht._1�rnRe --------- - - - - -- Pe+mit Ew inrer Robert Jordan, A"t., .t., AMY March 9, 1967 RECEIVED City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Attn: Mr. Michael J. Anderson At 191967 F= iVohiv) L;CrT. Subject: Contract No. 937 (Change Order No. 1) Gentlemen: Pursuant to our telephone conversation of March 8, 1967 regarding the above subject Change Order No. 1, we offer the following expla- nation for the difference in the prices of Bid Items I and II after revision of Bid Item II. No. I. All labor and equipment for removal of the approx- imately 311, 000 gallons of water for tie -ins was reflec- ted in our original Bid Item II. No. II. All labor and equipment for barricades and flagmen was reflected in our original Bid Item II. No. III. All blacktop removal and replacement was reflected in our original Bid Item II. All items such as stripe removals, stripe relocations, blacktop removal and replacing no longer required and vent fabrications no longer required have been reflected in their entirety in your request for the deductive Change Order No. 1. We trust this meets with your approval and look forward to your early change order. Please be advised that as of this date all fabrication has been r 0 City of Newport Beach March 9, 1967 41 Page No. 2 completed and all materials for the original contract are in our hands awaiting your decision as to when we may proceed. In reference to your letter of March 7, 1967, the epoxy coating is key site 740 and was applied by the Ludlow Valve representative. The quantities and the dimensions questioned on the rebar have been verified and will be complied with. WDT:jk Very truly yours, SOUTHERN PACIFIC CONSTRUCTORS ...... ...... ,. ,�, -.cam _ . JAM A*• MONTGOMERY, CONSULTING ENGINQB, INC. e111 535 East Walnut Street, Pasadena, California, 91101 (213) 793 -7128 or (213) 681 -5619 City of Newport Beach DATE: March 6, 1967 FILE NO: 40'40 3300 West Newport Blvd. SUBJECT: Contract No. 937, Water Main Control Newport Beach, California Facilities, Shop Drawings ATTENTION: GENTLEMEN Mr. Michael J. Anderson We have reviewed the following shop drawings prepared by: Souther Pacific Constructors for the subject project, and our comments are noted: Drawing No. Description Comments (see note) 18 sheets Control Facility Piping Details A NOTE: (A) NO EXCEPTIONS TAKEN - Revision of drawing is not required. Please submit no additional copies. (B) MAKE CORRECTIONS NOTED - Formal revision of drawing is not required, Please submit additional copies. (C) AMEND AND RESUBMIT - Please revise drawing and resubmit copies. (D) REJECTED - RESUBMIT - Please revise drawing and resubmit copies. The drawings were checked for general agreement with the plans and specifications ONLY. Fabrication dimensions and quantities have not been checked, 3 Copies of each drawing are returned herewith. Remarks: Enclosures ( x ) Copies to: 40.140 GO -8 (8/65) Very truly yours, JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. W.B. Dixon TELEPHONE: 17141 569 -6037 DU WAYNE R- LIDKE MANAGER March 3, 1967 City of Newport Beach 3300 West Newport Blvd. Newport Beach, California Attn: Mr. Michael J. Anderson Subject: Contract No. 937, Water Main Control Facilities, Shop Drawings Gentlemen: Returned herewith are a portion of the final submittal of the subject shop drawings approved as noted for distribution. 1. 4 each - ✓��, JAMES M. MONTGOMERY. CONSULTING ENGINEERS, INC. 2. 4 /AS EAST 17TH STREET - SUITE D. COSTA MESA. CALIFORNIA 92627 4 TELEPHONE: 17141 569 -6037 DU WAYNE R- LIDKE MANAGER March 3, 1967 City of Newport Beach 3300 West Newport Blvd. Newport Beach, California Attn: Mr. Michael J. Anderson Subject: Contract No. 937, Water Main Control Facilities, Shop Drawings Gentlemen: Returned herewith are a portion of the final submittal of the subject shop drawings approved as noted for distribution. 1. 4 each - Alhambra Foundry valve box and cover D (Substitute Newport Beach Std. 507 -L) 2. 4 each - Alhambra Foundry Galv. Steel Ladder A 3. 4 each - Alhambra Foundry Manhole frame and cover A 4. 4 each - Rensselaer gate valves A (Epoxy coating information required) 5. 4 each - Epco Dielectric Insulators A 6. 4 each - Maloney Flange Insulation A 7. 4 each - De Zurik Plug valves A 8. 4 each - Pubco Bronze Corporation Stops A 9. 4 each - Apco Air Release Valve A 10. 4 each - Smith -Blair Sleeve Type Couplings A 11. 4 each - Valve Structure rebar drawings A 12. 4 each Allis- Chalmers 18" Butterfly Valves A 13. 4 each Allis - Chalmers 30" Butterfly Valves A We did not receive the second submittal data on victaulic shouldered pipe ends for victaulic couplings t� Allis- Chalmers data sheet No. 78399 -4 showing the revised mating flange details for the butterfly valves. The fabricated piping sketches will be returned as soon as we review the revised layouts and details as agreed upon at our meeting with the Contractor on Friday, February 10, 1967. Very truly yours, W.B.Dixffn WBD /grn Enclosures 40.40 \ R E P O R T S ' ' • V A L U A T 1 0 N 5 ' ' ' P L A N S A N D S P E C I F I C A T I O N S ''' S U P E R V 1 6 1 0 N 0 JAMES M. MONTGOMERY CONSULTING ENGINEERS INCORPORAWD 535 EAST WALN STREET PASADENA. ORNIA MUR MURRnr 1-561 RE 3-7120 City of Nsw"O posh 3300 West ltew boulsv"d Nswport Beach, C lilo mAs Attention Mr. Joe DOWUR Public Works Director M rsbrw►ry Z8, 1967 STATEMENT .ftr Jain 4040 Uginsering services rendered to Jaanary 31s loym- Is soms"tio n with checking shop drawings ,. Contract C-937, for valve strasim"S is Pacific Coast Highways sic., according to your instructisss Used as sur staadsrd hourly rates effostive lfov. 1s 19661 supervising engineer - 1 hr. @ $20.00 ; 20.00 Maginsor + 18.5 hrs. @ $14.50 26i. 25 Mileage @ 10# 1.00 An+otsot am .............. f 219. as FESRWARV.17, 1967 DIMIsisN Or HIGHWAYS 1709 EAST FIRST STREET SANTA AMA* CALI►s11M1A ATTENTIOMs MR, JOHM CLARK SYsJECTs COHgTItumew Or WATpt CONTROL FACILITIES REre STATE PERMITS 767 -E- 766751 OD OENTLEMI<MI ATTACMEO IS AN A►K I CAT IOM FOR 009111016111011 TO EIICAVATZ A 3' X 31 MOLE in THE EAST COAST HIGHWAY MORTICKSTERLV Or AVOCADO AVENWC IN ORDER Td SETERMINE THE otm Or THE 30" MATER MAsH. WE AIR IMVESTISATINi RELOCATING THE VALVE STRWCTWRE rMM DAHLIA AVEHRIE TO THIS LOCATION. MR. WAVNE RAVMOMS# STATE 1NSKCTORj, IS FAMILIAR WITH INS AROPon& CONSTRWCTiON. IF VOW HAVE AMT OWESTIONSH ►LEASE CONTACT ME AT 673 -2110. Vnv TWLT VOWRs, MICN N J. uKasOM PROJE T ENs I IIZ ER MJAiMAJ ATT! FtssuApT 15! 1967 SvpmnM PACIrIC Cou"O CTORs! INC. L3D ELN Avcww NG ,,,,,��pp,,�� O Samm! CAL 90507 ATTCMTIoNt Mao M.D. TAYLOR SIISJtCTt COMTRUCTION or WATcs CONTML FACILITics GewmanLNt You ARC NCRtsV Aoviuo THAT Tot COMSTsuCTlon YoRp on Tug EAST COAST NIsuwAv! INCLUDINO TIK INSTALLATION Or AMY T9111141IIARV STRI PING! WALL MOT US$* UNTIL TM VALVCS A09 KLIVCRCO TO VouR TWO OR OTINMlst! AM IN YOUR INMC01AT9 ►ossCssloN. Ilm TN[ Division or HISNWAVS Aoe Tit CITY ARC ANXIOUS TO 999P THt TIMt TH[ CXCAVATIOM Is OPCN TO A MINIMUM. HOIKVCR! sINCC THC YORK AT JA soul son# VALvt STpuCTURt A! sots NOT mu1RC CMAMSts TO TMt n"o STRIPING! IT WILL st PCMISSASLC TO DO SM tRCAVATION AT THIS LOCATION! As A►PRovaD Sv THt ENs1MKs. WITH RCSKCT TO Tilt STATC tMCROACIM M ►aRNIT! AN InwaSTIGATION Is "ING MAN TO UT9001111C Ir Tug VALvt STRUCTUM 0 WILL R RCLOCATto OA A NOolrICAT1on WILL tit MAOC TO TIME TRArrIC SCTOUII. ITCH 8 or TNt CONSTRUCTION PCOMIT MAO SCCN TCMTATIVtLV tlsolrlto TO IMMUM APPROVAL Or f° A.C. swap S* A.O. o11tR 12" OAKS PCR StcTion 102.03 or THt SKCIAL Psovlslous. A RISCR To TMa CONSTRUCTION PtNMIT WILL St ISW O LATCR. ITCN k Or TMt CONSTRUCTION P91041T IS UNOCR STUDY SV Tilt STAT[ AND An ANSYCO Is aXPtCTaG ON FRIOAT! F[MYAsy 17! 1967• ITTM USPCCT TO THa OTHCR ITCNS 018CUSUD AT OUR N99Tll/4 or FtsRYARV 10! 1967! THt tXCAVATION MOT St TIONT- 81119T99 AOJACCMT To T11c TRArrIC AND ALL WALLS Or TH[ VAULTS SNALL St rORMCD. THt WORIt AUD swT Dow AT VALvt STRUCTUN C SMALL Sc KRrORnto IMoutwocum Or THt dMCp WORK* PAac 2 PLEASE MAKE THE CHANGES NOTED ON THE SHOP DRAWINGS RETURNED TO YOU AT THE ABOVE MENTIONED MCCTINGp AND RESUBMIT 4 SETS FOR APPROVAL. ALSG, PLEASE KEEP US UP -TO -DATE ON THE DELIVERY OF THE VALVES. VERY TRULY YOURS, MICHAEL J. ANDERSON PROJECT ENGIMECR MJAtMAJ J A M E S M . M O N T G O M E R Y , C O N S U L T I N G E N G I N E E R S . I N C. 445 EAST 17TH STREET - SUITE D. COSTA MESA. CALIFORNIA 92627 �l TELEPHONE: IT 141 545.6097 OU WAYNE R. LI DRE MANAGER Feburary 8, 1967 City of Newport Beach 3300 West Newport Blvd. Newport Beach California Attention: Mr. Michael J. Anderson Subject: Construction of Water Control Facilities C -937 Gentlemen: From the decision at today's meeting where it was agreed that the Contractor shall construct the subject facilities per the contract drawings we are informing you that we shall not take any action on the piping shop drawings that we have in hand that reflect the contractors alternate method of const- ruction. We feel that by returning said drawings with our comments at this time might tend to confuse the issue. We shall, however, telephone the Contractor and suggest several clarifications that should be incorporated in their revised layouts. DRL/grn Very truly yours, DuWayne R. Lidke RECEIVED FEB 10 1967 PUBUC WORKS DEPTr R E P O R T S ' ' • VA L U A T I O N S • • • P L A N S A N D S P E C I F I C A T I O N S •.. 5 U P E R V 1 5 1 0 N JUSTIN M. KENNEDY DIVISION MGNhG EP A ! ...... .... dA31 SOUTHERN COUNTIES J g1 ®)S !COMPANY ORANGE COUNTY DIVISION • P.O. BOX 1319 • SANTA ANA. CALIF. 92702 February 23, 1967 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California ATTENTION: Mr. Michael J. Anderson, Associate Civil Engineer Dear Mr. Anderson: Our facilities at the intersection of Coast Highway and Avo- cado Avenue, Corona Del Mar, are all on the southerly side of Coast Highway. The construction of your vault at the lo- cation shown on the attached sketch would not interfere. Sincerely, //yl /fyf��ilcir�l� L. M. MacMillan Section Supervisor REG'EIM FIN 9 41W PJAIC f. 'C 'ex T Ww ter.. t\ 0 e bx ".s� w hl'1 � .; � � ' � as : s•�hei /y /: r:'j"!It � . i � • ro Sfg. D+'SO ski y }y 51 �., — c•TypsA ?Cai6 �� .'�:r. `. � - . aeq�� /m/prova�en•LS •.. P. M S. m y . e >� or Spar �e f/W/f • Exis . 45 Ile, zn cr �'- C,4L /PORN /Ares. /orA�r. STATE f1 /G�4/!�l/.4Y ti . o P/i�s...• �, '. s a o>oo .avocado Ave. • -- -----,------..c� SAO. sreas 0 o,e 'C 'ex T Ww ter.. t\ 0 e bx ".s� w hl'1 � .; � � ' � as : s•�hei /y /: r:'j"!It � . i � • ro Sfg. D+'SO ski y }y 51 �., — c•TypsA ?Cai6 �� .'�:r. `. � - . aeq�� /m/prova�en•LS •.. P. M S. m y . e >� or Spar �e f/W/f • Exis . 45 Ile, zn cr �'- C,4L /PORN /Ares. /orA�r. STATE f1 /G�4/!�l/.4Y ti . o P/i�s...• �, '. s a o>oo .avocado Ave. • -- -----,------..c� SAO. sreas 0 o,e 0 o,e r 0 J A M E S M . M O N T G O M E R Y , C O N S U L T I N G E N G I N E E R S , I N C 445 EAST 17TH STREET - SUITE O. COSTA MESA. CALIFORNIA 92627 TELEPHONE: (7141 54 R.. 037 City of Newport Beach 3300 West Newport Blvd. Newport Beach, Calif. Attn: Mr. Michael J. Anderson Subject: Contract No. 937, Water Main Control Facilities, Shop Drawings. Gentlemen: DU WAYNE R. LIDKE MANAGER February 20, 1967 We are returning herewith the subject shop drawings reviewed per your request. Included in this review are the following: 1. Alhambra Foundry ladder and manhole. 2. Rensselaer gate valves. 3. Epco Dielectric Insulators. 4. Maloney Flange Insulation 5. DeZurik plug valves 6. Pubco Bronze corporation stops 7. Apco Air Release valve 8. Smith Blair sleeve type couplings 9. Valve structure rebar drawings 10. Victaulic coupling data Additional information and clarifications are requested for the items noted: 1. Provide wall brackets for the ladders in the structures. 2. Use Alhambra Foundry manhole frame & cover A -1252 as indicated. 3. Submit data on epoxy coating for the gate valves, is the coating to be factory applied or done locally and by whom? 4. Verify the quantities & dimensions questioned on the structure rebar drawings. Kindly instruct the Contractor to resubmit the necessary drawings for final approval and distribution. Very truly yours, W. B. Dixon 7- WBD/grn Enclosures 40.40 B B A A A A A A B A R E P O R T 5 • • • V A L U A T 1 0 N S • • . P L A N S A N D 5 P E C 1 F I C A T I O N S ... S U P E R V 1 S 1 0 N February 2, 1967 City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Attn: Mr. Michael J. Anderson RECEIVED FEB 3 1961 PUBLIC WORKS WZ Subject: Construction of Water Control Facilities Contract No. 937 Gentlemen: We transmit herewith manufacturer's drawings, brochures, etc. for materials we propose to utilize in the construction of the above subject project. Also enclosed herewith are concrete reinforcing steel detail and placing drawings. Your early comment and /or approval will be greatly appreciated. W DT: jk Enclosures Very truly yours, SOUTHERN PACIFIC CONSTRUCTORS . w - e•e'rra1, - �'�r:,�i+i $k ' :'�69dS 6...:;(t."tn. --r"�i .,,. n ' �P'F t�.'�' ., .? 'ij. ,wt"'��yir � ;;y': SkiM " M0 OTHER PIPE, WITH COLLARED ENDS Steel pice and tubing of light wall thickness, certain type-, o* aluminum and copper tubing — +J and fabricated steel plate pipe in diameters 30" and up - are adapted to Victaulic by means of celicr- bands. Pipes such as +ese, which do not. lend rremselves to grooving — and even salvaged oil well casing and drill pipe — can be adapted to Victaulic by one of the following methods of collared end design: w 0 00 e t — •� 7 T , aka J TYPE A COLLARED ENDS s method is widely usec ' ^.r odapting common sizes cf ;igrt wolf Pipe and tubing for general opplicet Pas such as contractors portable pipe lines, irriga. tion lines, ventilating and a: c! Pining, tank truck tubing, and ether applications where weight is a fatter. T ^.e coiior rings are slipped over the pipe ends and are welded in place with a singe cl °et end weld. The Victaulic Coupling seats over the collars and functions n ^rmo! fashion. TYPE B GROOVED COLLARED ENDS The Type B end is simply o sort grooved nipple, butt - welded to the pipe end. Most spiral pipe manufacturers furnish their light gauge pipe with this type end. The nipples generally ore cut',-am standard pipe. TYPE C COLLARED ENDS— DOUBLE FILLET Type C design is similar to Type A design —except that the collar rings are attached with double fillet welds front and rear. This method applies princi- pally to large diameter Pipe nstalled under ce,-iain operating conditions. TYPE D HEAVY DUTY GROOVED COLLARED END5— DOUBLE FILLETS This heavy duty type end c-so applies pr: Dolly to large diameter pipe — 30" and up - - providing special aioe end re :e neat and rigidity required for certain operating condlticrs IMPORTANT The a�.utas :o: of pipe with colors and the selection .. s.itable Victaulic Coupling prew -,! indiviouai considerations which can best be scree ^eci by Victaulic Engineers. wnc experienced in cotiared end applicahons..AJS: =PCCe 'Ztafion in this catalog prevents a tisting of all t`e Victaulic Coupling pattern, a�aVable for collared end adaptations. Before proceeding with collared end designs, sub -n,t to .s the pipe O.D., pipe wall thickness, working pressure !cy!ng conditions, and the q,ont:ty of Victaulic Couplings required. We will be glod to recommend the type of enas. the collar dimensions, and the Victaulic Coupling best sited to the opplicotio• ?A t ..J' I I E.. F. U_ 1 1' GALVANIZED LADDERS AND SUPPORTS ► A x380 VAULT LADDER Galvanized Steel ,acne' :2- 'Hide with 1/2- 0 Steel Rungs. SDedfy Length Re ouired When Ordering. A -3381 GALVANIZED EVE BOLTS ► A-3382 VAULT LADDER Galvanized Steel Ladder 12" Wide with %* 0 Rungs. Stringers. Bent to Fasten to Bar in Concrete. A 3383 GALVANIZED SUPPORT BAR ►.A 34}: GALVANIZED STEEL LADDER With Angle Clip Conne_`.io ❑s. Channel Stringers on 14- SprW with s4" 0 Steel Rungs. Wall Brackets Car Be Used in Lieu of Angle Clips. - •+---'- — —y; ter° � _ : z A-3895 NAVAL P.W.O. 16" Galvanized Steel Ladde: with Adjustable Swing Joint Connections 3/8" x 1Y2" Stringers with a /p_ O Rungs A -3380 I' 1 ! i A -3381 A -3383 A -3382 A -3400 A -3885 ,;arfies more Popular Reins .. ... :... .. . ...... .- wx..:rr- �...�^*� r tr 59+7 ..-a— �v- c'-'. .. rm.. �. rrcarca-. r-.—.^ •s..T- "'.--- .,,- R..n+�-- r.,•.:. ...- ,.. -.r -mow:.: Y I I I A -2980 WATER ,:..:,, , :.':.:�':.= -bpi,•. r...;: ;... _:;'. r... ::.•': �;':...:, �. ... ..;; ._. ._.: � .. Ai.HAJVIBRA F,O'�J;�V;flftYO,Mi'A't-I:`rr LT D: VALVE BOX FRAME WITH SEPARATE COVERS HEAVY DUTY PLATE EXTENSION APPROX. PLATE EXTENSION APPROX. NUMBER SIZE WEIGHT NUMBER SIZE WEIGHT 0 4. 29 >_4 4 '.^ A-2988 8 24 6 A 2986 6 15 A-2989 12 45 Nominal Size is Size of Pipe Used as an Extension. Cover Designated "Water' or "Gas' to Suit. Painted: Bituminous "Paint. VALVE BOX CAPS — STREET TYPE HEAVY DUTY —LONG BODY PLATE EXTENSION APPROX. PLATE EXTENSION APPROX. NUMBER SIZE WEIGHT NUMBER SIZE WEIGHT A-29602 2 2 A-29607 7 30 A -29603 3 WEIGHT A -29608 8 35 o A-29604 4 12 A•29610 10 40 A -29605 5 1S A-29612 12 52 A -29606 I I 6 2G A-2N20 20 40 Nominal Size is Size of Pipe Used as an Extension. Cover Designated "Water" or A -29600 gas" to Suit. Painted: Bituminous Paint. 0 A,2950E E K GAS I , A -29500 VALVE BOX CAPS — PARKWAY TYPE SHORT BODY PLATE EXTENSION APPROX. PLATE EXTENSION APPROX. NUMBER SIZE WEIGHT NUMBER SIZE WEIGHT A-29502 2 A -29507 7 26 A 29603 A -29508 8 24 • A-29504 Y A -29510 10 40 A 95C5 ;.29512 12 52 0 A,2950E E K ;.2 514 14 55 'Ominai Size is Size ai Pipe Oseo as .. ..<-siB1. Cover Designated "Water" or '.,as' to Suit. Painted: Bituminous c, it VALVE BOX CAP — STREET TYPE PLATE EXTENSION REPTN OVERAEE APdKOK. V, NUMBER SIZE SKIRT FLANGE WEIGHT GNNy A -29625 10 6'7 11 40 Extension Size: Refers to Size of Pipe ';or. Valve to Road Surface. Cover Des.g nated "Water" or "Gas" to Suit. Other Lettering as Required on Quantity Orcers with no Extra Charge. Painted: Bituminous Paint A -29625 M! *—signifies more popular items t Kam ;x�Z.Rr . • c .. , ,. AI. , i . . ". 3%n RPM by 1 A",.. •';. .. {, �;`r: '4= i1'rv'� rti y* . R1- �3 ".` _ �! f �f I / I� I '� I'll- SERIES t A L I—i 'A � -, 5, R A' .. SERIES A -1250 GENERAL USAGE MANHOLE COVERS AND FRAMES FOR TRAFFIC PLATE CLEAR OVERALL HEIGHT SHIPPING NUMBER OPENING BASE FRAME WEIGHT A -1251 36 44 5}7 650 A- 1252.8 30 42 8 780 IA -1252 3n 39� -34 ry 500 A - -I253 26 26 4 350 A- 12536 261; 37 6 460 A -1254 24 32 4 315 A- 1254 -5 24 32 5 350 0*A- 1254.6 24 36 6 425 A- 1254.8 24 36 8 475 A-1254-10 24 42 10 510 A-1255 20 28 4 240 A 1256 18 26 3 170 Diamond Tread Furnished. Raised Block Optional. Covers and Frames Machined to Fit. Covers Lettered to Suit Requirements. Painted: Bituminous Paint. *US. Corps of Eng. Type NOTE: Open Grating Furnished In lieu of Solid Cover at Same ?Tice. SERIES A1260 PARKWAY MANHOLE COVERS AND FRAMES PLATE CLEAR NUMBER OPENING A -1261 36 A -1262 30 A -1263 26 1 A -1264 24 A1265 2G A1266 I8 A- 1267 16 A 1268 Saiv. Diamond Tread. Covers and Frames Machined to Fit. Covers Letter c I : Require ments. Painted: Bituminous Paint. NOTE: Open Grating Furnished in bec of Solid Cover at Same Price MANHOLE COVERS AND FRAMES FOR CATCH BASINS PARKWAY TYPE Conforms to City of Los Angeles 82189 and State of Calif. Specs, PLATE M, ;.TE::,AL CLEAR OVERALL HEIGHT APPROA. NUMBER SPEC. OPENING BASE FRAME WEIGHT q A -1530 S;6ck 22 26 1 1 130 A -1531 Saiv. 22 26 11z 130 A -1532 Galy- v�. 4G 22 26 1Y2 130 NOTE: Open Grazing Furnished ;r ; :tc of Solid Cover at Same Price. For Unit with Flange Up, See Page A -;2. Plate h; A -:535. L` y—signifies more popular items LIUU�LI -:'.. t. ��' LaG +td'�4'RkS.enr- iO4Y4t?InY.ie e.i.c.wt-.w�a}r'�� .�. .. •"•.••»%,'6bW�I0Yyii4iW _ ii4: WR gcr? GLJ (j k�7u A.W.W.A. Double Disc 6 ,,4 COMPANY I 'co Boulevard -;s 23, California �.Xlgelus 3-5148 Gate Valves I 3 BULLETIN A LUDLOW & ENSSELAER VALVES & HYDRANTS THE LUDLOW VALVE MANUFACTURING CO., INC. ,TROY ,N.Y. SINCE 1 5 6t w __......_..__._�.,...._�.... ` 1 ......c.�.. — rte..... ......._..�.:�..� �...r,uc..ua..L`, ®� �',� ! t p Li OIELECT21IC PIPE FITTINGS/ INSULATORS E P CO 9 i. On;y =pco Dielectric Unions out of all dielectric fittings tested, pass all federal and trade specifications as applied to standard pipe fittings. For connections between dissimilar or similar metals, in any plumbing system, to control corrosion caused by galvanic or electrolytic action. i r. ......._,.� 3 -66 FEB 1 1957. DIELECTRIC PIPE EPCO CLMLAND9.0 J � , j'Yfrf'�iai.� i J k FITTINGS/ INSULATORS t :ir: Dielectric Unions out of all dielectric fittings tested, pass federal and trade specifications as applied to standard pipe ;a ngs. For connections between dissimilar or similar metals, in any p{umbinE system, to control corrosion caused by galvanic or electrolytic action. .a•c4 �iita; �- NbikCysr41. ��'"', i6' 1%' �` �'-.. �: i�u�li1�`I"�Pr�.fi7"ICoi��:4�� i I0 UN LWA 0 V n� ' - 4 7 \ d PRECISION IN RUBBER METALS PLASTICS A M V a Division of Halmarich & Payne, Inc. N MALONEY F LANGE .INSULATION % PRECISION IN RUBBER — METALS — PLASTICS a Division of Helmerich & Payne, Inc. coccen. nc awe s ON RIM Eli n lc c ena, I . Iffli N Lv.i6a.l� YNO Aj-'11i I lb, a: iaa W.- c, W191-4). tcmqft�" H. C. LAWSON COMPANY 2840 EAST PICO BOULEVARD LOS ANGELES. CALIF.. 90023 ANGELUS 3-5148 ,q r0 rf ERWORKS ETI d Tp- ATURA�VGAS, INDUSTRIES C-t-,K6AZ��Lz X04 W, i 4 M., t RWILW 0 ET I ER, OR �T ULCUMza A IRA I NDYUSTIRUEs RA�EQ LreA _ 9 BONZE ENERA B Bo HI 014(c FORNIA 9171 .A ) 4509' 714) N BC CG UFBRA C A 0 o F 96 e MUBCO -L Mp rTZM roe ry �J. ET I ER, OR �T ULCUMza A IRA I NDYUSTIRUEs RA�EQ LreA _ 9 BONZE ENERA B Bo HI 014(c FORNIA 9171 .A ) 4509' 714) N BC CG UFBRA C A 0 o F 96 e MUBCO -L Mp rTZM roe xt *BULLETIN 623 REVISED 2/15/65 /I H. C. LAWSON COMPANY 2840 E. Pico Boulevard Los Angeles 23, California ANgelus 3-5148 CUSTOM-BUILT ij NEAVY•OUTY VALVE AND PRIMER CORPORATION 341 WEST SUPERIOR STREET 0 CHICAGO, ILLINOIS 60610 LOW OULLETIN 623 REVISED 2/15/65 R. C. LAWSON COMPANY 2840 E. Pico Boulevard Los Angeles 23, California ANgelus 3 -5148 CUSTOM -BUiI,7 a' if I r i HEAVY -DUTY VALVE AND PRIMER CORPORATION 1p� ((''''''''jj 341 WEST SUPERIOR STREET ■ CHICAGO, ILLINOIS 60610 M 1 a j� 1 i i WIM H. C. LAWSON COMPANY 2840 EAST PICO BOULEVARD LOS ANGELES. CALIF.. 90023 ANaFj.us 3.5148 777 lz ffil N n-li c 0 U41 1,7 L I v�lll lul- w Vol pipe stiron steel u,'-I bestos-cement cc)'tcrete ci,,inder pipe mllw0=4 4 SMITH-BLAIR, INC. 1961; ..... . 10 •P SMITH- BLAIR, INC. 1961 *H. C. LAWSON COMPANY 2840 EAST PICO BOULEVARD LOS ANGELES. CALIF.. 90023 ANamus 3 -5148 Ail for ,akwa�i!1 Ml wo , )0 t00%tic —reel pipe stee' to cast iron steep o asbestos- cement c�i 1cret :,lincler pipe lI .. / URE� .i� x A -4 ,5 16 7 CD 9 to . . < z-1 13 is .16 ,17 .19 sp ,23 q - 24 .25 26 .27 W� 4 8 k No: I No- TOTAL OF PER No. UNITS UNIT SOUTHERN PACIFIC Cc 3380 ELM ;,,.. LONG BEACH, CALIFC SIZE . -z irk—Vail .21 22 sp ,23 q - 24 .25 26 .27 W� 4 8 k No: I No- TOTAL OF PER No. UNITS UNIT SOUTHERN PACIFIC Cc 3380 ELM ;,,.. LONG BEACH, CALIFC SIZE . -z irk—Vail ?NSTnUCTORS INUE PNIA 80807 BENT ' MARK DATE REVISED • � ONTNACT NO.. ' TAI D BY 'ITEN NO. DELIV, A R ' TESTING' SHEET NO. �— TAG COLOR BENDING AND REMARKS i T. of .'thMolt. E DESIRED.. UNLESS OTHERWISE NOTER DU4ENSIONS.ARE OUTffQ OUT. ; ' 4&)l �T RE z4 USTOMER SOUTHERN PACIFIC CONSTR 3330 ELM AVENUE THIS sNEEr COVERS LONG BEACH. CALIFORNIA ----------------------- MATERIAL SHOWN. ON DRAWING NO. 3 4 LOCATION No. No- I TOTAL I OF PER SIZE UNITS UNIT No. r .... .... JIL _7 rlh� 8 10 12 -7T C(L 13 \60 (5 677 14 15 16 i7 t is 4 4 19 20 21 22 23 24 25_ 26.1 2-7. 28 QASTNAN. INC 0 t -- _.A -- ---J -- JAMES MONTGOMERY, CONSULTING . ENGINEV, INC. 535 Eas Walnut Street, Pasadena, California, 91101 (213) 793 -7128 or (213) 681 -5619 CITY OF NEWPORT BEACH DATE: JANUARY 18. 1967 FILE NO: 4Q•40 4300 WEST NEWPORT BLVD. SUBJECT: CITY OF NEWPORT REACH CONSTRUCTION NEWPORT BEACH OF WATER MAIN CONTROL FACILITIES CALIFORNIA CONTRACT NO. 937 U- a aawml • i GENTLEMEN: We have reviewed the following shop drawings prepared by: ALLIS CHALMERS for the subject project, and our comments are noted: Drawing No. Description Comments (see note) 55v 2437 18" Butterfly Valve A 55S 2372 0" Butterfly- Valve A 55D 2376 18" Butterfly Valve Operator B 55D 2461 30" Butterfly Valve Operator B 78399 -4 Seat clamp ring details B NOTE: (A) NO EXCEPTIONS TAKEN - Revision of drawing is not required. Please submit additional copies. (B) MAKE CORRECTIONS NOTED - Formal revision of drawing is not required. Please submit additional copies. (C) AMEND AND RESUBMIT - Please revise drawing and resubmit copies. (D) REJECTED - RESUBMIT - Please revise drawing and resubmit copies. The drawings were checked for general agreement with the plans and specifications ONLY. Fabrication dimensions and quantities have not been checked, 1 Copies of each drawing are returned herewith. Remarks: Request the required number of resubmittal drawings per your spec. requirements. The subject drawings now meet the latest AWWA spec. for butterfly valves, C- 504 -66 Enclosures ( x ) Copies to: GO -8 (8/65) Very truly yours, JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. W. B. DIXON t :OYTN9RN PACIr16 Poo* am *8 Low ftACH, CALIrORN1A/ JAwalr 16, 1967 ATTt11TIoNl fte W,D. TAYLOR sumiECTi Co1R1TRUtTsow or MARK CONTROL rat ILITI9s (ComAtT Ns. 937ti i D9NTLEHtMI In ng?gWMu TO OW TELC NM OWIRMISM Or JAyUART 16, to?# IT Is MOMOM THAT tYtRY UPORT K MAO[ TO EII09110I1E TM APPROVALS Or THE SNOT OMWINN AM VALVE 4019e11PICATIOUs TO 90244 "it "MTMTISN TO K 941411PLt1t0 WITHIN TM CONTRACT9M T1NE. AS NORO IN owl Let we or k4ai tR 5, 1966, saw ""INN no T11E PIPIw AND VAULT CoNSTRUCT1oN W9Rt KOUIRt/ WITHIN 30 oAYs Or TNt CoMTRACT LII9eUT1oH MAT[, Dgeom tll 1, 196L Tot TIN[ P9RIM HAS MSW tR►IR90 AM W9 NAV9 NOT 1199t1V9M THE "411111190 100 MRAWNN* WITH ROOMY TO TNt VALV9 SPtCIPJCATIOw, TIMOR 49•SUSHITTAL Or JAMARY 5, 1967 Is won AOVISE11 Iff MY OUR esmmTANr, "08 Mr 11sNToS11ERY, IWO# (CMTA *@a orrltt) AM TOY IN"" NAY[ YOUR sINPLIto P11MIK TNt INrem"T1ON RtOUtsRo oY 00 COHN&TANT AT TNt tARLItST TIIO: POOSIML9• 1 WILL K PL9AS98 TO COSRSIMAT9 TWO OIORIITTALO KWISWD ARM AM TO ARRAN2 A PRE•COMSTRUCTIOR SCNgMIM0 14UTINS WITH so ritLD Ewen"* Way TRULY TOURS, NI J. ANOtRSON PRO T EwINto Mugu" January 5, 1967 City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Attn: Mr ichael J. Anderson Subject: onstruction of Water Control Fa�ilities ntract No. 937 Gentlemen: Pursuant to your letter of eecember 15, 1966 we re- submit herewith two (2) copies each of amended Allis Chalmers butterfly valve draw- ings No. 5552437, 55D2376, 5552372, 55D2461 and 75399 -4. Your early comment and /or approval will be greatly appreciated. WDT: jk Enclosures Very truly yours, SOUTHERN PACIFIC CONSTRUCTORS 0 i i a STREAMSUTTERFLY VALVES 3-& In. , 150 : ; 59R ffi M Renewable Stuffing Box Cross Section and Material List 150R, M, FR, FM RUBBER 5 METAL SEATED - RENEWABLE BOX G /see, :iL9N0 [C. aez a /3z,v,LOYR] CUSTOMER SOUTH FAC/F/G CONST,PUC7L CUSTOMER ORDER N0. 14Z -1 UANTITY /- /q-/ /FE �c'LA55 /Z5' /G� C. SHOP ORDER NO.!; %Z • 55.5 -33779 DATE REMARKS BOkL-- oF- .EJDY EPDXY COATED a /v OF BMILS w/rH KEVs1r6 V.rW,gBLE _17UFF/NG 80X L ,44.5, Y r I' IMI� 5GZAND BOLT(//EJ!) 1C9,PB0I✓ 3TL] GAS.CET —� [I�ELGUMO /Il] 3TL/FF/NOj BOX [c.z a4e, eL. 403 r " WAFER ONLY "* INSTALL WITH LOCTITE, HEAT TO DISASSEMBLE. C.I. A48,CL.40 .SOC.//D. SET.SC,ev [STN. 57L. TYPE /B 6 Cori- +4�1,�G: • ^9 ('.- 3TL.�9Z2-ES -35 N/-,PE5 157' TYPE 1 3/6-C STN. -571: A- P96;C�BM - BOD ;� ZiUSN /N¢ [F,96F orn FiBE2GLA55�TEFLOV „ 0EN C'OVE,2 1 D 44,5, CL. 40] .SE<)L ,PING —� I N9,r1/.e4Z .PL 16,6E L fiYC'r9.E' 8C/,VR -i�f'4 E',957-3eY9N NOTE; SEAL 2/N5 C4JTFA/E0 TO BODY W1rY srN. sn, 5CRE;v5 STD. WAFER VALVE SHOWN. (MAT'L. APPLIES TO BOTH WAFER AND FLANGED VALVES.) FA/D COvE.e HEX HD. BOLT 1091PB0A/ STL] O ",PING' [,PUBBE,eJ ' SP-P/NG P/rV [CO,P.P. ,PES /ST. S7L] - / leVST eo.-19,e peza 144 ALLOY -74 9 S//9FT •S7C. TYPE 30¢� i SSS2437 STREAMSEAL @._T R VALVES 30 -2472 In., 5�}2fr, 150FR & ious �...- •.bawge� -59� `1 Plain Shaft W /corrosion Resistant Seat Cross Section and Material List so9� 436'5o F AND VARIOUS ENDS - STD. 6/567 (fi . L-)r yCA/ /°- /B - L: % s BODY [C. I. 448, CL. 40] GQAPN /TED f3�CK /NG [ySBESTOS] �VALVE SHAFT' [S7N. 5TL. 7YPE304] IQ DIA. 0 i i jLAND HEX HD. BOLT [CA,PBov -5 ] gZAND [42e2.zcz A[LOY;f BUSH /N47 — IrreAc/E/C 7X/3 CUSTOMER SOUTH PAC /f7C COn/3T20CTOR5 CUSTOMER ORDER NO. 141-1 QIIAN "CITY .70 / 'o F4 (cL033 IZ6- 16) A -C' SLOP ORDER NO. 72. 5500- 93779 DATE 00T:E OF BODY $ EXTEeto)e OF-VANE REMARKS EPDXY COATED M1W, OF B MR5 W1rH KEV3 /TE 740 K, -SEAT e /NZ� [STN. 57Z. TYPE 904(] FLAT HD. 0119CN.5C,PEW [5riV S7L. TYPE /8-6] X910,62 P/N I r[STN. 5TL. TYPE4 /ol] - ° %BBEC SEAT NA711,6AL ,?4158,6.10 NEOFPfi45 #)tfJAC-' VfLrolv PcrR/NEP ,P/Nr [.57/✓. STL. TYPE 304] y„T� STUB 511,9F,r [37N5TL.TYPE304] 7VomF r,449 OZ 40J JAM NVT TN.PU5TCOLLr;'f_' -/ 955] C.B.PZ 8/44 ALLOY3B] SP,P /NCB P /n/—J [CO.PA° APES /ST..5TL.] STD. FLANGED VALVE SHOWN. (MAT'L. APPLIES TO. FLANGE, MEC]iANICAL JOINT, VICTAULIC, DRESSER AND BELL END VALVES.) O ",P/NG [,P!/BBEe] y_n ENDL'OVE.P 11a/1D.BOLT 1 [0W,60W STL] E i i.� SSS2372 ' F[ _ I STREAMSEAL TERFLY VALVES -le -4-2e In., 150y, �R SoRsWM i4- o Manual Worm Gear - Handwheel, Gha#nwher} -&-Nut • Dimensions •�^ •• "•••• ' ZOO r,5 Or "s 1 i s i NANDWNEEL rN-y I50R, M AND SOR, M WAFER - RUBBER 6 METAL SEATED- STD.,��A000M 6 RENEWABLE BOX J N- NO. BOL75 J -SIZE BOLTS - - I�I \t :1 �_ '.,'.... SEAT 751ir h' S� 61566 0 ✓RLVL°O 7X 1 '�l2-7UC TRPx 1, 75 DP 4 14OLE5`ER. FACES ASSY. "B" 6 11D" NOT USED ON 14" TO 24" VALVES 150 :.>r.pt FLANGED- RUBBER GAL SEATED -STD:; r RENEWABLE BOX. WDIA. \ _ i@74�A- Y8 C --_CC .6 DIR. H -N0. $,1".73 PEE FLO. rJ -SIZE BOL75 FOR BOTH FLANGED E WAFER TYPE VALVES USE DIMENSION CC WHEN RENEWABLE SUTFFINCr BOX IS REQUIRED I '.J 11 tl r / \ DO NOT U5E 6R5rFT ON 77415 51DE OF VALVE AS 5E4TOA(G G c. AA s ar Ac7s As GASr£r -} t A=NC TRPSIZ£ 4 MOLES NEAP A � FLG. ONLY NOTE: " L�l VALVE MAY BE INSTALLED IN EITHER THE HORIZONTAL OR VERTICAL POSITION P L G D FLOW MAY BE IN EITHER DIRECTION SoUTN JaCI F)C CUSTOMER CUSTOMER ORDER NO. QUANTITY /- /c4" /SOFW /CLA55 /25-/6 n -r. snoP ONDPR NO., 7Z-550� -33779 oATE /Z -Z9.66 Pee AssY'E" r t v REMARKS OFEEATO,2 To N,4V€ 3.'l 5,-1,2 LOCYInIG.DEVICE TOPS 0 ✓RLVL°O 7X 1 '�l2-7UC TRPx 1, 75 DP 4 14OLE5`ER. FACES ASSY. "B" 6 11D" NOT USED ON 14" TO 24" VALVES 150 :.>r.pt FLANGED- RUBBER GAL SEATED -STD:; r RENEWABLE BOX. WDIA. \ _ i@74�A- Y8 C --_CC .6 DIR. H -N0. $,1".73 PEE FLO. rJ -SIZE BOL75 FOR BOTH FLANGED E WAFER TYPE VALVES USE DIMENSION CC WHEN RENEWABLE SUTFFINCr BOX IS REQUIRED I '.J 11 tl r / \ DO NOT U5E 6R5rFT ON 77415 51DE OF VALVE AS 5E4TOA(G G c. AA s ar Ac7s As GASr£r -} t A=NC TRPSIZ£ 4 MOLES NEAP A � FLG. ONLY NOTE: " L�l VALVE MAY BE INSTALLED IN EITHER THE HORIZONTAL OR VERTICAL POSITION P L G D FLOW MAY BE IN EITHER DIRECTION r • 50 R and N Wafer 0nlr NOTE: TORQUE RAT/N6 . 1667'Y $ 54 710RA/5 OF NHNDWNEEL c' 6006 OF BODY EPDXY COATED MIN. OF 8 MILS WITH "K'0 :ME1 740 SSD2376 SIZE (I nrAes) A M B 5 Va u CC D E F FF G H J K L N 0 P P P U W 4 4.0 5.5 9.0 0.8 6.1 0.9 2.5 5.0 7.50 0 0.62 0.62 3.0 2.8 8.0 7.2 .I 1. I.1 1.2 .62 5 S.D 6.5 10.0 9.2 6.6 0.9 2.6 S.D 8.50 B 0.75 0.75 1,0 2.8 8.0 7.: .1 li. 1.4 1.3 .75 6 6.0 7.5 11.0 9.8 7.1 1.0 2.0 5.0 9.50 8 0.75 0.75 3.0 2.B 0.0 7,2 .II 6. ].d 1.4 1.D0 8 0.0 9.5 13.5 12.5 8.8 1.1 2.9 6.0 11.75 0 0.75 0,75 3.0 2.0 8.0 7.2 .1 1.4 1.4 1.12 ]0 9.9 ILd 16.0 P. 13.8 10.0 1.2 3.1 P_n In 2^ 12 0. PP 0.8P 3.0 2.R R.0 •], .'. .1 1.4 1.6 1.19 12 II.R IJ.: IPA Ill.1 1 5.2 ILS 1.: 3 i_n:1 .,:.0, 1 ui I1 u, R% _.8s1 +..0 :..v R,n 7.,t _ l' o. 1.4 I r• 1.50 ' in• .. ..Ki:al ;::; '/': 1`isT .2ptr :..i -I M.,. 1._J�a'•. . +y.: _i 1. 2� Aml 40.1:11. -3-.: .y_,. .I_n- 1:`-J: .11 •+y-. _h 1-e -Ia$ -' is.9 6-$' Ilr -1 -. nll d.:llll .4 1. ,- 1:.1:. 1B 17,0 1R.5 )5,1i 1:!. I 19,5 14_.v+l.l•A +w >ir 1.i .!.. .v_.l, Ln 6.12 :: 7S >. -OF In F 1.1: 742. I,I'idL t.i8+:} ly, d: {. L.L. li::� 1,`: -.{ rt. 11:5 4::'•- R. .. 1• -hbi.. ;.1 2.:5 - 2:S�.v 1 A .M. - l4J ^.✓< 11. iU. .Y �F'}t- Iit "14. -i` r • 50 R and N Wafer 0nlr NOTE: TORQUE RAT/N6 . 1667'Y $ 54 710RA/5 OF NHNDWNEEL c' 6006 OF BODY EPDXY COATED MIN. OF 8 MILS WITH "K'0 :ME1 740 SSD2376 STREAMSEAERFLY VALVES 30 z24 7 In., 5i};--1�2�5; FR - 72 in 6apgap HFR Manual H -B Gear, With & Without Spur- Handwheel, ...5...... y- _R Chainwheel A Nut - Dimensions _ 50, 12S 6 150PR FLANGED TYPE - (WITHOUT SPUR) RUBBER SEATED, STD. 6 VACUUM 61547 S 1I A s f {� G CLOCKWISE ROTATION OF HANDWHEEL CLOSES VALVE I. I1A r' -- CUSTOMER .5ourH p4C/F /C C..0.NS7A'uC70 A'.5 CUSTOMER ORDER NO i4z -1 QUANIIIY %_;?�):l.i"bpk �CCA33 /ZS- /G A -C SHUP f, 21,8 11.9 Oi1DER N0. --- I -.? _ 7sn,� - 5-5779 - DATE /Z• ZS H ��rvf :8:1- •.� 1 S t.:..�A.. PEk Fl5.SY: 1¢ REMARKS opfR,a Tom Tb HMIC SPuQ, 'I deeING �PI`, R .•'P:'I`.: DCY /CC � -.roP� j'U FLOW MAY BE IN EITIIER DIRECTION J t 41� VALVE MAY BE INSTALLED WITH INl SHAFT IN EITHER TI1E HORIZONTAL OR VERTICAL POSITION x5y, .. K- 1SOFR FLANGED TYPE (WITH SPUR) RUBBER SEATED- STD. tK ",`f N - NO. -EaT5 EA. FIG �+r UU �;�- J- 51ZEBOLT5, "-AO. T f TApS Z p7 M. F/G. W DM. I q iNA. j i \rvrzr c L C - --�-- --D RASIC VALVE _ I M'tt1R iTPI 4 Act. 5 n I� uP_I 1.0,11 __ _i._ j).. �{ y ry -� SIZE (Inches) - 14- 30 A 4r'.,9 29.0 R -31,0 38.8 f, 21,8 11.9 _ D -17.V 21.R li 1..9. Z.1 PF .0 - 1:.0 f. 36.00 H ��rvf :8:1- .1 �11.2.: 1 S t.:..�A.. 1\ F _ -I� I Vi1 4.p.. �PI`, R .•'P:'I`.: UV lY IIL1 5 ui In,i 10.I - - t , II-.i 15.,i : 0, 9- 9.( 67 - 1. A - - sn;9- 3 -.O 30, -2R, i-r6- 3:1 9i5(✓- 3b - -!-50 I.N, 4 HI S m - 10:2 -6.1 112.0 1 10.2 1 i!tiP L4 .414. ;4 07 48 46.9 59,5 -11,2 32.3 2.9 15.0 S6.00 AA 1.50 Lw I.).. I. F -- 039 [sour 11.1 IOS ],9 !'P. ^.17.3 # - �:_:_. ai+ ,_ A__� 4" 4, .U._0 JD -3-r IA F .,� �'.. -Y I.S.f 1 114'. -•.A 0.9 - - -- 10.9 -6.F- 54 52.9 66.2 38.5 35.9 3,11 15.0 b2. 75 4J I. i� I,,dR�yrr - i!!.P f. 4 N -2 - 60 58.9 73.0 11 .6 30.2 3.1 15.0 69. Z3 S: IJS ..-i- 66 64,8 ]0.8 ]6.8 80.0 86.5 AS.O /A.2 51.0 43.4 46.5 49.. 3.4 J.5 18.9 8.0 1. 74.00 AA50 8 „5 51 6D 61 1.]5 1. L. .00 1. "f. I.75 :,no 6 fi 6 _14N0*YyP. N F rr - .Ib.R 11.J- 54 90 A1.9 58,9 99,fl 106.8 5.3.0 56.6 111.4 54.4 3.9 4,1 -J.0 1 21.5 9;..10 101.75 6A 64 2.M I IS 11N` c 7 8 96 94.9 1 113.3 1 60.0 1 57.4 1 4.2 1 24.0 1 108.50 68 2.25 A NoTf: -. TORQUE QATiNC, + ¢583 /� t 7/ TU,CMS of HAAIDW//EEL SSD2461 BOLE OF DODy 4 EX7E12104 OF VANE EFOKY COATED M.AI. Of 8 MI[D W/TM nKEY3 1TE 7401E V ^' R E 2- FLANGE BODY• .PU6BE.P .3EAT-, L/P ON 2y'l D /.9. ELD NEC/r FLG. NOTE- INAFE BODY r GASKET PEQD ' wez.p C _NEC'K FLCi ! 0111 - MAT /NG FLANGES FLANGE Of SEAT CLAMP ,PING 5110110 CONTACT .PL/BBfAf SEAT ,6&F fOP BEST ;PESULT3.1 DID? FILL A119C&144 FLANGE D /HENS /OM5 9DD� TO !/hMe FAC'E._ .. . TO FACE FOE' 14ZQA1GE <;9542575 X95 5HOWA1IN l//E`YVAMZ ON 4 COI=Y OF TN /S .0,WG. 8 SIZE !/AL l/E 3 1 4 S 1 6 8 /O 12 %G /8 120124* �� /2 /34 /.54 /74 194 234 MAx. 31 1421 S 6 8 /0- /2 � 1-3211521 / 1-921 231 DI) Q. 2 2 2 2 8 4 2 A3KET- 3E.97 CLAMP D /A. '24-`YAFE,P ONLY NIAT //VG FLANGE .D 1/- 1,:51VSIO1VS FO.e 3 "- e¢". 5T. P E. 9 M S E� 9 L / PE ✓ /SED PEDPAWN C, Cj 7�IJT 8 -9 66 BUTTE.PFLY l/.9LYE5 sL? aA1 ,z.Ire 76J59 9- `AKJ. .ELF ✓ /S /ON PPR1t CNKLt .DgTE f) 1 JAMES M. MONTGOMERY, CONSULTING ENGINEERS 445 EAST 17TH STREET - SUITE O, COSTA MESA. CALIFORNIA 92627 TELEPHONE; (T 1 4 ) 546.6037 INC. D WAYNE R. LIOKE MANAGER December 14, 1966 City of Newport Beach 3300 West Newport Blvd. Newport Beach, California Attn: Mr. Michael J. Anderson, Project Engineer Subject: Contract No. 937, Water Main Control Facilities Allis Chalmer Butterfly Valve Submittal. Gentlemen: We have reviewed the subject shop drawing submittal per your request. Basically the valves submitted appear to meet the specification but there are several inequities with regard to the mechanical require- ments of the gear reducer operators and certain clarifications are necessary in the materials being offered in the valves. The follow- ing items should be clarified: 1. Suggest a materials spec. list that clearly describes the material for the specific parts of the valve such,as, the valve body, valve disc, valve shaft, shaft bearings, dia- meter of the shaft etc. conforming to the subject project be submitted. 2. Need more information on the manual operated gear reducer, specifically the number of turns required to close the valve and the model of the gear reducer required to meet the specs. 3. The Plasite # 7122 epoxy is not one of the generally accepted coatings normally used. We suggest an acceptable substitute not specifically spelled out in the spec. might be "Keysite 740," a minimum of 8 mils thickness. 4. Valve operator configuration is not shown for the 18" valve, please clarify. 5. The valve class rating has not been indicated nor the valve test procedure and criteria stated. 6. Do the operators have locking devises and open and close stops? RECFIVFD DEC 151966 RE PO R T S ' ' ' V A L U A T I O N S ' ' ' P L A N S A N D S P E C I F I C A T I O N V (j firf WORKC,G DEPT2 JAMES M. MONTGOMERY - CONSUL IN6 ENGINEERS, INC. - 445 E. 17TN STREET, SD, COSTA MESA, CALIFORNIA Kindly have the contractor furnish the necessary information requested and resubmit the data for approval. Very truly yours, � W.B. Dixon W.B.D./grn Enclosures J.N. 4o.4o December 6, 1966 40 City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Attn: Mr. Michael J. Anderson Subject: Construction of Water Control Facilities Contract No. 937 Gentlemen: Pursuant to Section 101. 05 of the special provisions of the above subject project, we submit herewith two (2) copies each of Allis - Chalmers butterfly valve drawings No. 53983 -1, 53932 -2 and 53696 -5 which we propose to use on the aforementioned project. Your early comment and /or approval will be greatly appreciated. W DT: jk Enclosures Very truly yours, SOUTHERN PACIFIC CONSTRUCTORS RFcE1YED PUB►.,,, I' IN ti �uN W Nkj I' IN L 9 Z R c. �a e �n u h 1, x r :« s $ �3n 2C�(u if v R �n U 11 1. ti �uN qqti� CQ4 f L 9 Z R c. �a e �n u h 1, x r :« s $ �3n 2C�(u if v R �n U 11 1. 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CALIFORNIA 92527 1�znz TELEPHONE'. ( T14) 545 -6037 DU WAYNE R. LIDKE MANAGER December 6 1966 City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California Attn: Michael J. Anderson, Project Engineer Subject: Contract No. 937, Water Main Control Facilities Gentlemen: Pursuant to your letter of December 2, 1966, accompanied with the Pratt valve submittal requesting our review of the subject material we have found the following: 1. The Pratt Company quotation to the contractor was not the low bidder and therefore cannot be considered as a part of the subject contract. 2. The apparent low butterfly valve bidder could not meet the specs. and the next low bidder is now being considered by your contractor. 3. Mr. Abby Bray of the Pratt Company submitted his proposal as he interpreted the specs. for your general information only. 4. We therefore have reviewed the Pratt submittal for general conformance with the specs. and find that all of the materials and mechanical requirements conform with regard to the manual gear reducer operators as set forth in your specifications. We have made several clarification comments as noted on the accomp- anying submittal drawings. 5. Checking of the official drawings to be submitted should be very brief now that the subject review has been made. Should a question arise regarding this submittal or any others relating to the project please call us at any time. WBD/grn Enclosures Very truly yours, EIVED W.B. Dixon DEC 0 81966 PUBLIC WORKS DEPT, R E P O R T 5 • • • V A L U A T 1 0 N S . • • P L A N S A N D S P E C I F I C A T I O N S . . . S U P E R V I S I O N 4 TELEPHONE 381 -1821 AREA CODE 913 F HENRY PRATT COMPANY creative engineering for fluid systems 3780 WEST 8TH STREET • LOS ANGELES, CALIFORNIA 90008 November 22, 1966 Mr. Benjamin B. Nolan City Engineer City of Newport Beach City Hall 3300 Newport Blvd. Newport Beach, California, 92660 Subject: City of Newport Beach Contract No. 937 Coast Highway & 15th Streets Dear Mr. Nolan: TELETYPE 380.8733 Attached herewith are Material Specifications and Drawings on Henry Pratt Company Butterfly Valves which we believe accurately reflects the requirements of your job Specific- ations. In addition to the proper selection of materials and also epoxy coating, I believe the most important remain- ing item to note is the size of the Gear Boxes used. By the AWWA Specification Class 125 -16 we believe that an H4B Gear Box is required on the 30" Valves and a H2B Gear Box on the 18" Valve. In addition, because of the requirement for number of turns, an additive Gear Box must also be supplied with each of these Gear Reducers. We would appreciate your looking this data over and on my next visit to Newport Beach we might review this together for a few minutes to see if the interpretation of the Specif- ications is correct. This information will be of help to our Company irl bidding on future Newport Beach projects. Yours very truly, HENRY PRATT COMPANY RECEIVED NL,iCEMC[ w JB6 -T84J OS ANOELES A. J. Bray NOV : 1966 ABDON J. BRAY PUBLIC WOR1" , D[��w HENRY PRATT COMPANY [,f 3780 WEST SI XTH STREET ...A COOS 21J LOS ANGELES, CALIF. 90005 DU..,.. Pratt Quotation M -48 -0042 Pratt Los- Angeies•,Number M- 7643 -L City of Newport Beach, California Contract No. 93-7 1 Coast Highway & 15th Streets Tames M Mont omery -Engineers ' Soutksern'PacifierConatructore )H HEAR Y PIRAN7[ (COMPANY MATERIAL SPECIFICATIONS - PRATT AWWA CLASS 150-16 -- RUBBER SEAT BUTTERFLY VALVE 2 - 30^ VALVE BODY: . VALVE DISC: VALVE SHAFT: { SHAFT BEARINGS TAPER PINS: VALVE SEAT: RETAINING SEGMENTS: SEGMENT SCREWS: OPERATOR: FLANGE DRILLING: Cast, --Even (ASTM A - -126- Giese -B) Ni- Resist Type - 1 _18 -8 Type 304 Stainless Steel-. val Silicone Lubricant Bronze - - 18 -8 Type 304 Stainless Steel Rubber /,d w W.d C -..+r" O d). Nickel Cas_i Iron - COti !/0d'W/_V>L�..�t/�/T1!,aL.30�d 18-8 Typ 316 Stainless Steel Totally enclosed Worm -gear Operator with additive gearing, Hand Wheel operated -. - 125 lb. A.S.A. faced and drilled TYPE SERVICE: Fresh Water Distribution Mains RATING: 150 ps_�. Sac:ory tested bubble tight TURNS TO OPEN: l**&i -, 30!! _ ( -9& VUTna " u °„, o 2' .___) eon (198 m i a� m.... --) ROTATION: - Standard - Clockwise to close- FIGURE NUMBER: 13 -10 -90673 COA ING will be 8 mils Key-site 740 -on Body I. and TagwgesW�r . ��ll G� O O�PC /L°O ONC RENTRY PRATT COMPANY e� by A. JU ray, Salies Engineer Date-November 9, 1966 APPROVED: ENGINEERS: BY: Date: +G7 C-L LQ- Jt,07,L— - Ii_ a SFUR EE" ATTACINIENT — FURNISHED WITH HSe THRU H7e SEAR REDUUN. NA11DW11EEL Lotmllo DEVIC CMANWNEEL Z'SOVAIIE NUT _ SECTION PAGE -JFSERIES MANUAL OPERATOR . TI A (NAND"Elt, CHAIN"21L OR NUT) Drawing Na 13.10 -90673 WT' 7.1c, James M. Montgomery, Engineers Southern Pacific Constructors VALVE Size A B CC CD CE CF G 24 29 %z 32 11'1 20' /e 18 1% 20 -1% 30 36 38'/4 25'1 24% 22 2'1 28 -1% 36 42'1 46 29'1 29% 22 231 31.14 42 494 53 333/s 34 24 24 36 -14 48 56 59' /z 39'/e 38% 26 2>/ 44 -1%2 54 6231 664 I 424 41% 28 3 44 -1/4 60 69%4 73 46Ys 46 30 31 52 -13/4 66 76 80 534 50%4 34 No 52 -1N 72 8111 864 1 57% 1 54N 36 1 31 1 60 -13/4 NOTES, *To be determined upon application. All dimensions shown In InChea For bolts smaller than 134" die. bolt holes will be 4" larger than dia, of bolts. For bolts 144" dia, or larger, bolt holes will be W larger than din. of belts, Sea XERATOR' AMC WINE ' n Adjusting segments .are at the left for pOSlllogs "ITIO1 A-S POSITION A•e shown. Forother positions see pegs 2 of this section. D•NO4 SIZE ears 125-STANDARD STRADDLE E — V ej� I� �, fi� M. Waw. r. O w.m.ee EXTENSION BONNET Pratt Quotation A1-48 -0042 Pratt Los Angeles Number M- 7643 -L City of Newport Beach, California Contract No. 937 (:nnat 71{hhWAV & 15th qt- raaf -a a- 504' kea'o OPERATOR N P I K R Cl T CH M L S H1B 7% SN 31/2 104 911 9% 13% 64 34 12 H28 84 6Y44 41/4 ION 9N 10 194 7 31/4 18 H38 91/4 8 41/4 174 164 1631 25 8N 5 24 H4B 104 94 456 204 19% 19% 25 114 4N 24 115B IIV44 104 6 214 204 20% 25 134 S 24 116B 134 134 7% 28 27 274 25 174 64 24 H7B 13% 16 16 304 294 29% 25 24 64 24 .. x' I PART NQ m REVISIONS o � cn co p 14 N z m `I N N O Y+ i s f �� .I 4) N lV b u d m w s.' A a"e m ti G $4 CC a� co too Z pp u C u w a ^ I u l 11 o° °�° i. Q$ h i W Q O ti \ c) 4 su u \\ \ N N �' A 0 x 0 3 0. \ m 0 n b m C P4 oQ) w lu \,F -'ono $4 CO o 0 V u D u m o �+ o o m W N N N i��q m •\ •\ � rn.. vVvti \ Q IL C n a:��� ti N N O� � �\ Q`\ a o,\ � ►lr 0 3 w p x ti c o v „d p0 O N I m N QO �a Z t 2 1 0 I& v 1 °C 3 Q�p Q J 140o y a' i� LLI ti'a awn4 i =Y e- w s TI.EPHONE 981.1821 AREA CODE 218 TELETYPE 2E0.9792 HENRY PRATT COMPANY creative engineering for fluid systems 9780 WEST 8TH STREET . LOS ANORLES. CALIFORNIA 90008 November 22, 1966 Mr. Benjamin B. Nolan City Engineer City of Newport Beach City Hall 3300 Newport Blvd. Newport Beach, California, 92660 Subject: City of Newport Beach Contract No. 937 Coast Highway & 15th Streets Dear Mr. Nolan: Attached herewith are Material Specifications and Drawings on Henry Pratt Company Butterfly Valves which we believe accurately reflects the requirements of your job Specific- ations. In addition to the proper selection of materials and also epoxy coating, I believe the most important remain- ing item to note is the size of the Gear Boxes used. By the AWWA Specification Class 125 -16 we believe that an H4B Gear Box is required on the 30" Valves and a H2B Gear Box on the 18" Valve. In addition, because of the requirement for number of turns, an additive Gear Box must also be supplied with each of these Gear Reducers. We would appreciate your looking this data over and on my next visit to Newport Beach we might review this together for a few minutes to see if the interpretation of the Specif- ications is correct. This information will be of help to our Company in bidding on future Newport Beach projects. Yours very truly, HENRY PRATT COMPANY Aty RECEIVED A. J. Bray Nau 2: 10 AJB: JEM gyp . Encl. PUBLIC WORKS DLf 1" • Pratt Quotation M -48 -0042 Pratt Los- AAgel-es- Number M -7643�L City of Newport Beach, California Contract No. 937 Coast Highway & 15th Streets James M. Montgomery, Engineers Southern "Pacific Constructors TLETN'211P1P'ATI C®lh1PAINY MATERIAL SPECIFICATIONS - PRATT AW14A CLASS 150 -16 RUBBER SEAT BUTTERFLY VALVE 2 - 30" VALVE BODY: Cast Iron (ASTM A -126 Class B) VALVE DISC: Ni- Resist Type 1 VALVE SHAFT:. 18 -8 Type 304 Stainless Steel SP.SFT BEARINGS Silicone Lubricant Bronze TAPER PINS: 18 -8 Type 304 Stainless Steel VALVE SEAT: Rubber RETAINING SEGMENTS: Nickel Cast Iron SEGMENT SCREWS: 18 -8 Type 316 Stainless Steel OPERATOR: Totally enclosed Worm -gear Operator with additive gearing, Hand Wheel operated. FLANGE DRILLING: 125 lb. A.S.A. faced and drilled TYPE SERVICE: Fresh Water Distribution Mains RATING: 150 p _�. factory tested bubble tight TURNS TO OPEN: 24" (71 Turns) , 30" (90 Turns) , 36" (97 -112 Turn's) -2" (198 Turns) 48" (198 Turns),54�f" (776 -1,14 Turns) 60" 66" ,72" ROTATION: Standard - Clockwise to close FIGURE NUMBER: 13 -10 -90673 COATING will be 8 mils Keysite 740 on Body I. D. and Flange Face. HENRY PRATT COMPANY by.... A. J. ffray, Sales Engineer Date :November 9, 1966 APPROVED: .... ENGI1=r s: BY: Date: • • • SECTION PAGE H SERIES MANUAL OPERATOR (NANDWHERL, CNAI""29L OR NUT) g S Drawing No. 13 -10 -90673 T P DE L- CF R SPUN BEAN ATTACMNEMT G FURMISMED WITM HSe THNU T HTS DEAN REDUCER. HANDWHEEL LOCMIND DEVICE IA 5 MAMOWIIEEL CMANWHEEL CH�y, —� Z *sous �TTTE VALVE Size James M. Montgomery, Engineers Southern Pacific Constructors VALVE A I B I CC I CD CE CF G 24 29 /2 1 32 1 211/k 201/9 18 11/9 20 -1Y4 3D 36 38% 25% 24%9 22 2%9 28.1'1A 36 42 %4 46 29'4 291/9 22 2% 32-1'/2 42 49%2 53 33% 34 24 2Ys 36.14 48 56 591/2 391/9 38'/4 26 2% 44 -114 54 62% 66'4 42'/2 4131 28 3 44 -1 %4 6D 69Y4 73 4634 46 30 34 52 -1 %4 66 76 80 53�i 5034 34 3Y9 52 -1 %4 72 82'4 861/2 511/9 54%9 36 31/2 60 -1Y4 NOTES: *To be determined upon application. All dimenslons shown in Inches. For belts smaller than 1 3/" dia. bolt holes will be %s' larger than din, of bolts. Far bolts 1 Y4" die. or larger, bolt hobs will be Y4" larger than dia, of bolts. Adjusting segments are at the left for positions POSITION A -S POSITION A -S shown. For other positions see page 2 of this section. 9ED IFEMATm1. AMD MIN4 , •NO.t SIZE OF BOLTS IES•sTANOMO STRADDLE It � cR. Is ro- ..tinro .J.-. N.O.. .OnuN EXTENSION BONNET Pratt Quotation M -48 -0042 Pratt Los Angeles Number M- 7643 -L City of Newport Beach, California Contract No. 937 rnnei 9E4ehc9Av A 1 S *h Q►Traesete a- 5011 lzea'D OPERATOR N P H R C1 T I CH M L S H18 7% 5 %4 354 10'/4 9% 9%, 13 %4 64 3% 12 H2B B%, 6Y4 41/4 1014 9R ]0 ]914 7 33/4 18 H38 9 %4 B 414, I1 S4 1654 1634 25 8%9 5 24 H418 1054 9% 4%, 20Y4 19 %4 19%a 25 11 Y, 4% 24 H5B 11'/4 1011 6% 21%, 1D%, 203/4 15 13%, 5 24 H68 13'4 13Y, 7% 28 21 2114 125 17'4 61/2 24 H78 13% 16 16 30 %4 29Y� 1 29%, 125 24 6'4 24 i 9 u h J b Q �e zp 2 �\ �e h� b� 0� H Q� QO M A N b0% N h N ^f \*4 • \� \e0 . \N h � m \� 14 n \b . \N � 0 0 n A � M m d . \b N N N n 0) N \N � � a u h � �QJ0p000 a 0� Q�u ♦$ m � m QN •l � � ,i n A ',4 b N N N N ]M N 1* N i 9 u h J b Q �e zp 2 �\ �e h� b� 0� H Q� QO m h Q o IJ M v y u Q d Q 0 0 e g n z co b u W •.� Q C/1 d G i ai m h b o N v 0 m w �� 4J a m u so+ obo y m +"� a w Q z tn m [ 4 v Cd v 41 $4 u R+ n E �, �. y {. • w p rn to Q 8 h? Q O Q O n b V a o �z °.c 0 � o z eo vo�z ca E 0 ti o � Q4J 0 d Z Ir �kQ�a ^UI tit a�Q?g :3/5,37 h \ � h b aim N m W W � Y V G V M A N ^f \*4 • \� \e0 . \N h � m \� 14 n \b . \N � 0 0 n A � M m . \b .\ n 0) A \N � � a b A a Q�u ♦$ m � m QN •l � � ,i m h Q o IJ M v y u Q d Q 0 0 e g n z co b u W •.� Q C/1 d G i ai m h b o N v 0 m w �� 4J a m u so+ obo y m +"� a w Q z tn m [ 4 v Cd v 41 $4 u R+ n E �, �. y {. • w p rn to Q 8 h? Q O Q O n b V a o �z °.c 0 � o z eo vo�z ca E 0 ti o � Q4J 0 d Z Ir �kQ�a ^UI tit a�Q?g :3/5,37 h \ � h b aim N m W W � Y V G V November 22, 1966 City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Attn: Michael J. Anderson Associate Civil Engineer Subject: The Construction of the Water Control Facilities (Contract No. 937) Gentlemen: As per your letter of instruction dated November 15, 1966, we enclose herewith the following: 1. The original and two (2) copies of Certificate of Insurance. 2. Four (4) copies of the subject contract with executed bonds. The bonding company has retained their copy, of the contract and have indicated that they do not require the City's signa tureonit. RECEIVED Please execute the Contractors copy and return tk6V 2:-1966 Very truly yours, PUBLIC w SOUTH,'RN PACIFIC C01,4SSTRUCTOORS --TA W DT: jk Enclosures THE IRVINE COMPANY 13042 MYFORD ROAD, IRVINE, CALIFORNIA 92664 . TELEPHONE (714) 544 -0120 November 15, 1966 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention Mr. Ben Nolan Subject: 12" Diameter Water Main Connection at Newport Center Drive and East Coast Highway Project: Newport Town Center Gentlemen: Enclosed is a check for $2,050 which is tendered to the City of Newport Beach in return for its commitment to have constructed a 12" service connection at Newport Center Drive and the Pacific Coast Highway as a part of a contract which the City of Newport Beach has entered into for improvement of the water main along the Coast Highway. The Irvine Company is presently entering into a contract with Far - Western Pipeline, Inc. for the construction of the remaining water and sewer facilities in the Newport Town Center area. It is essential to the Company that we be informed as to the precise schedule of your operations in order that our contractor's activi- ties may also be scheduled. We will look forward to hearing from you on this matter as soon as possible. Very truly yours, Gordon B. Jone t Project Engineer R GBJ /bcj Enclosure L FORM P -2 0 STATE OF CALIFORNIA / i DEPARTMENT OF PUBLIC WORKS M' I DIVISION OF HIGHWAYS ff 7J U f -P 7 RIDER To be attached !o and made a part of Al0 *X1VUIEncroachment Permit No.-- _765-U_-7843 __. To City of Newport Beach 3300 W. Newport Boulevard City Hall Newport Beach, California Attn: Mr. Michael J.Anderson J our Complying with Xgumequest of ------------------------------------------ NOy _ember__3,--- l_q6- 6------------- we are hereby amending above numbered permit as follows: Date of completion extended CHANGE PERMIT 66- u- 784306, issued to Permittee noted above to Permit ##765 -U -7 4306. WCATION: Coast Highway, ORA -ool- 16.19/17.43, at Dahlia Ave., Jamboree Road and HES 133+43.11 (westerly of Newport Cen- ter Drive). Except as amended, all other terms and provisions of the original permit shall remain in effect. This rider must be attached to the original permit. Dated at--- ---- 7Lu -a__ Angeles ---------- Calif ...... KQv--embeg - 3,-- _1 _966- 07 -ORA- 001 - 16.19/17.43 RJ:cy cc: JCW Rime H.Miller D.A. Raymond �.p.L.,)e6ep n NOV 7 1966 V 1 `JBLIC VvU -Js.:) u&L DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS Un P"Wit DistJ FORM P -2 s 0 STATE OI' CALIFORNIA DEPARTMENT OF PUBLIC 'OAKS DIVISION OF HIGHWAYS R I I� R To be att ,bed !o and made a Part of �ncroacbment Permit llr F To City of Newport Beach 3300 X. Newport Boulevard City Nail Newport Beach, California L Attn: Mr. Michael J. J No ------ T _65- U-7 "3Q6 - - - -- Complying with i our ourequest of---- ----- - - - - -- ------------ ---------- -NOV*Mbel' - -3s-- 1966-- ----- -- - - -- we are hereby amending above numbered permit as follows: Date of completion extended CSMI Z=1T 66 -II- 7811306, issued to termittee noted above to lermit #"6 784306. i+OCATIONt J�bo d andRI11363+43 11 (wosabusllY Dahlia f Newport <:e�at- ter Drive'".' Except as amended, all other terms and provisions of the original permit shall remain in effect. This rider must be attached to the original permit. Dated at ------- l as-- Al'Wles- --- - - -, -- Calif.,---- 1Iovmher-- 3r- -1966- 07 -ORA - 001- 16.19/1T . 43 IIJt cy cot JCM Rime R.Miller B.A. Raymond A.S.L. Nexes DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS 4: >fr{:� ---------------- D' {�,g-�i District Engineer Permit Engineer Robert 4703 ftas Alwt. * list. FORM P -302 (] -1.30) _� _. PERMIT No.- Z6_-U- -784306 GIST. CO. RTE. 07 ORA ool 16.19/17.43 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS, DIvism OF HIGHWAYS UTILITIES ENCROACHMENT PERMIT To City of Newport Beach 3300 W. Newport Boulevard ____ Los__ Angeles-------------- I California City Hall Newport Beach, California Dated____ November_2,.......... 19___66 Attn: Mr. Michael J. Anderson , Permittee 1. Subject first to the applicable law, and second, to the terms and conditions Relating to Utility Encroachments issued by the State of California, Department of Public Works, Division of Highways, dated October 1, 1949, as revised, which by this reference is made a part hereof, permission is hereby given to maintain water main control fa- cilities along both sides of Coast Hi hway, ra- - 6.19 - 17.43, at Dahlia Ave, Jamboree Road and HES 133 +43.11 westerly of Newport Center Drive), as per attached Plans #W- 5030 -S, Sheets 1 thru 6 of 6 Sheets and subject to the following special terms and conditions: (1) This permit covers the maintenance of the facilities as described above, after said facilities have been constructed and the State Highway is replaced and /or repaired to the satisfaction of the Permittee and the ` Division of Highways. (2) It is understood that a separate permit to construct the facilities shall be secured by the successful bidder prior to starting work. It is further understood that the Permittee constructing the facilities shall post a $1,000 Surety Bond on Form P -4 with the Division of Highways, ef- fective for a 2 -year period, covering the work, cost of inspection, soil test charges, etc. (3) In the event of a conflict between the plans and the requirements (Continued on page 2) in accordance with your Plan No ----- .---------------------------------- - attached. 2. This Permit has been issued by the Division of Hi$g�hwa s,pvrsua9, to: Complete ( ) Your Application of- -- ------- - -UCtO Der-- Gl --- —_- -__---- 19_66- - Proper ( ) Utility Notice No ------------------- of --------- - ------------------------ - --------------- - -------- 19-- ---- -- Li Line ( ) Agreement No. ---------------- of ------ — ----- — -- ------- ----- -- ------ -- -- - -- 19-- --- - -- LLJ 3. This Permit applies only to the work specifically authorized above. > 4. Inspection required by Division —Full (X) Partial ( ) S. This Permit shall be void unless the work hereinabove provided for shall have been completed before 1_L -- — __--------_--___------------ ---_- __- _-- _----------- - -_ - -, 19 ----------- unless time extension granted by separate Rider. DISTRIBUTION: 2 White to Permittee I White to Mtce. Superintendent Rime 1 Pink to Headquarters —Mtca Jew I Blue to Dist. Utility Engineer H. Miller 1 Yellow to file I Green to. - ._ -__D., A . Ravtnond -_� � cy714- 5.42 -_ cc: Hewes °" ` °` Ph ° °` V DEPARTMENT OF PUBLIC WORKS W Division of Highways Qom, (Copies of the incorporated Terms and Conditions may be 1-X i3� JJ to � obi � v J Z U J m Jordan, Asst:;IIist.Permit upon request.) esr. ecze. a,zee -vao s -se ,oM ss.r O+ os. r City of Newport Beach 766 -u- 784306 rPage 2 fo 07 -6aA -001- 16.19 -17.43 November 2,..1966 of the construction permit, the permit requirements shall prevai:mover said plans. (4) Perspective bidders' attention is directed to the detour plan-for Valve Structure A. The construction permit . will require that the snEire excavation be tight- sheeted and that barricades be placed no closer than 12' from the single line stripe. The bidder's attention is also directed to the vertical clearances between the top of the proposed vault structure and existing pavement grade. The aforementioned permit will require a minimum.clearance of This permit shall be kept at the site of the work and must be shown to any representative of the Grantor or any law enforcement officer on demand. Should the Division of Highways' Representative find work in progress prior to his notification, he shall stop said work for a period not less than the remainder of that working day. The attached Substructure and Signal Sheets are part of this permit. ----------------------------------- ----------------------------------------- CIAL TERMS AND CONDITION 3 (SUBSTRUCTURES) TO BE ATTACHED TO AND [BADE A PART OF ENCROACHMENT PERMIT N0, 766 -U- 784306 A. - Inspection Requirements 1 - It is imperative that the Permittee notify the State Inspector at least 48 hours prior to starting any work under this permit. State Inspector Mr. D. A. Ra and phone 714 - 542 -4739 between �I.00a.m. an : a.m. ,or if no answer hone P -- -- - - - - -- between A.M. an P.M. 2 - All inspection costs incurred incidental to this work shall be borne by the Permittee, unless otherwise specified on the face of the permit. 3 - All work shall be performed within the hours designated by the Division of Highways. B - Specifications Unless otherwise detailed and authorized on the face of this permit all work shall be done in accordance with the Division of Highways' Standard Specifications dated July, 1964, to the satisfaction of the Division of Highways representative and the following special provisions: 1 - SAFETY AND TRAFFIC CONTROL: A minimum of agg ignes shall be provided for traffic in each direction. In addition, minimum clearances of two feet adjacent to any surface obstruction and a five -foot clearance between the excavation and the traveled way, shall be maintained. Provision shall be made for barricades, lights, and flagmen to adequately protect the traveling public during construction operations. When necessary for public safety, flagmen shall be on duty 24 (twenty- four) hours a day at no expense to the State. When the permit authorizes installation by the open -cut method, not more than one lane of the highway pavement shall be open -cut at any one time After the pipe is placed in the open section, the trench is to be back - filled, in accordance with Specifications, permanent repairs made to the surfacing and that portion opened to traffic before'the pavement is cut for the next section. 2 - CONSTRUCTION REQUIREMENTS: Unless otherwise authorized pipes and conduits shall be installed in a manner to provide at least a minimum clearance of 42 inches between the top of pipe and surface. Except in cases where the perimeter of pavement removal will be less than 30 feet, P.C.C. pavement shall be scored to a depth of lZ inches by means of a concrete saw to provide a neat and straight pavement break along both sides of trench also, provide an unfractured pavement joint and rigid bonding of pavement replacement patch. A.C. pavement shall be scored as per P.C.C. pavement except where in the opinion of the State Inspector the pavement has baen cut neat and straight along both sides of trench to provide an unfractured and level pavement joint for bonding existing pavement and replacement patch. (OVER) 0 y .o Repairs to P.C.C. pavement shall be made of Portland Cement concrete containing a minimum of 7 sacks of cement per cubic yard. Replacement of P.C.C.. pavement shall equal existing pavement thickness. The concrete shall be satisfactorily cured and protected from disturbance for not less than 48 hours. High.early. cement may be required -at the discretion of the Division of Highways'. representative. Repairs to A.C. pavements shall be made with asphaltic concrete meeting State specifications, with every effort made to match the existing pavement as to color and surface texture. Replacements of A.C. pavement shall equal existing pavement thickness but not less than 3 ". Rock base will be required. Structure backfill within the roadbed area shall be compacted in horizontal layers not exceeding 8 inches in thickness, using approved hand, pneumatic or mechanical type tampers, to obtain a "relative compaction" of 95 percent using California Test Method 216F. Structure backfill outside of slope lines and not beneath any roadbed shall be compacted to a relative compaction of 90 percent. Backfill material shall have a "Sand Equivalent" value of not less than 30, as determined by the California Test Method 217F, If the excavation falls within the existing or proposed roadbed. In such areas consolidation by ponding and jetting will be permitted when, as determined by the engineer, the backfill material is of such character that it will be self draining when compacted and that foundation materials will not soften or be otherwise damaged by the applied water and no damage from hydrostatic pressure will result. Ponding and jetting of the upper 4 feet below finished grade is is not permitted. When ponding and jetting is permitted, material for use as structure backfill shall be placed and compacted in layers not exceeding 4 feet in thickness. Ponding and jetting methods shall be supplemented by the use of vibratory or other compaction equipment when necessary to obtain the re- quired compaction. Repairs to asphalt shoulders shall be made with SC -800 Asphalt Plant Mix Surfacing . (See second paragraph, third and fourth line) Concrete sidewalks or curbs shall be cut to the nearest score marks and replaced equal in dimensions to that removed, with score marks matching existing score marks. When installation is to be made by boring or jacking under the traveled way, excavations on either side of the road shall be sufficiently distant from the edge of pavement to insure pavement stability and minimum obstruction to traffic as determined by the Division of Highways' representative. If considered necessary by the Division of Highways' representative, the permittee shall, at his expense, pressure grout from within the casing and /or from the top of pavement, the area between the pavement and the casing, in order to fill any voids caused by the work as covered under this permit. Service connections must be installed at an angle of 90 degrees from the centerline of the State Highway which the main line traverses. Form VII -SS -Rev. 8 -22 -66 r � 6 0 SPECIAL PROVISIONS FOR ENCROACHMENT PERMIT NO. 766 -II- 784406 HIGHWAY FACILITIES: THE PERMITTEE SHALL NOTIFY THE DIVISION OF HIGHWAYS' SIGNAL LABORATORY AT 213 - 723-1373, AT LEAST 72 HOURS IN ADVANCE OF ANY EXCAVATION WITHIN 500' OF A SIGNALIZED INTERSECTION OR IN THE VICINITY OF STATE LIGHTING FACILITIES. THE PERMITTEE AND /OR HIS CONTRACTOR ASSUME THE RESPONSIBILITY FOR THE PAYMENT OF ALL COSTS INCURRED BY THE STATE IN REPAIRING FACILITIES DAMAGED DURING CONSTRUCTION. REQUESTS FOR RELOCATION OF FACILITIES FOR THE CONTRACTOR'S CONVENIENCE MUST BE MADE IN WRITING WITH THE CONTRACTOR ASSUMING COSTS. VII -EP- SIG -100 Rev. 10 -29 -64 108 -2000 Ys W V r c s f N 0 � I v IZAI. VA �I S „W\W �1Vbv� \2r1 �9.c oV�e i "All V W N D L Z 37 /8 a 9N 0 N O V N N D W GD s 0 OD O OD y -4 J� �N NM N i 9 ti Y50 1c� y L 9� I c O <N Dom. �y u ory ODD O yG u - }� - GW �Up ` Is D 5 N D 5 � D W -a u1 J O I N . N5 b W GD 5 O o' O v� W � '4 .0 aW y OY W -5 JJ i0 v3 OS ryO W CJV" W IP J�v% WL� N O � W I N . N5 b W �� 5 O 5 v� W � NV2 .0 aW y q W -5 N ,.. 2 v3y Dom. �y u ory .51 O yG u - }� - GW 1W ` %,, I N . N5 b a y �� 5 O 5 v� W � NV2 J IV5 C- N �s GW�F- 0 POW � {II VN L)iL � (V O, to 1N bCdCE tlCi' S; 3' „k0l5 Ctl2� I � Y v �Z m' O m a y 1✓tI 5 O 5 m Nn �N v C- N D G-0 y IL f ?Wv bao �y u )D .51 O yG u -` - GW ' I �o s5 OJN N �5 � a N V � V a N .: 9 0 L LL„ sW)0( ' �Z m' N a y 1✓tI OJWL W D L -4 iV y m Nn �N SN ©J m D ' I �o s5 OJN N �5 � a N V � V a N .: 9 0 L LL„ sW)0( ' .� OJWL W D L -4 iV y �N SN ©J m jNGN IL f ?Wv �amW� N L- z 0) �m�pti .51 5 9. L L. Lip rk r y W G i - O 5 W N W 5 m D Ld G. DD � v .51 LO P-1 D C7 A N L.) LLI . 5 P. a�CQ N 5p O 6 » J -o� f*� 1 } { i7 a� l D yLI l� !� -rpiJ� Iy GJgr. G3N4G i O (v co �vpyv .{ NN p COWOV NWOu� v i vN��. p _ L. Lip rk r y W G i - O 5 W N W STATE OF CALIFORNIA — HIGHWAY TRANSPORTATION AGENCY EDMUND G. BROWN, Gowmw DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT VII P. O. BOX 7701, LOS ANGELES 54 Phone: 620-140 September 8. 965 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California (D) 07 -Ora- 001 - 16.19 -17.43 Attn: Mr. Benjamin B. Nolan, Asst. Public Works Director Gentlemen: We have reviewed your permit application of July 23 and applicable preliminary plans covering the construction of reinforced concrete vaults along the northerly side of Coast Highway, Ora -001- 16.19 - 17.43, at Dahlia Avenue and Jamboree Road. The following are our comments and recommendations: 1) in order to maintain two 111 traffic lanes in each direction along the State Highway at all times, it will be necessary to construct detours as indicated on the attached detour sketches. The City.will be responsible for stripe re- moval by sandblasting methods and State "forces will place the necessary detour striping at the City's expense. Please in- corporate the above -noted information and sketches on one of your contract sheets. 2) A permit to maintain the above -noted facilities will be issued to the City when we receive four sets of signed and amended plans, profiles and details. The construction permit will be issued to the successful bidder at such time as we receive a letter of application and a $1,000.00 surety bond on our Form P -4 effective for a two -year period: Attchs. Yours very truly, Ray J. Wilson Assistant District ./EEnngineerr - Maintenance l� W - —` 4t / P. R. Reed District Permit Engineer •8EP 10 1965 S f1 � •� SNAKE f, f T /GNT sf'6Er E- FC.4v'T' /aV ov 411 cl VA Cl I I e I a i �"•rc.0 . tt %'.roll/ /.f' .11i� ".• I r, kki mv ii, M ; a <. oil till VL Fl AL TZ EE . "YN - AL E A4,Iv 71V-11- ig-k �- I -1 Attention Mr. MOe Li Tlj • PabUc Works Director STATEMENT !Mui'Nr 1 . ntt+8 ttast ant Ingiaasia servietl ieMlartd in the design of piping stsnatmes where re r , tsr Me insertion of valves is e�tLelg 30,*jm& tmnamissiesi jvAbt at ttrte�ia locations. acaosdimg . `" is of our executed proptt" 'daitd j'an. 8. 1965: ' Senior taglneer .ai$ hrs..b$ $19. 50 ! 5l5. N Vaginetr • 172 liars. $12.50 2.150.00 Sadtr designer * 8$ 1410. * $11.00 608.00 Designer - 80 bre. * $10.00 800.00 D*aftamsn + 227: hrs. $t $8. so 10 929.90 Mileage 10# Total 090.40 Maximum fte bakme eades terms of t . . . . . . $26800 C� \ I, - 4 - _ �i[ ARM .. _...•= �an*��.�i�iiriL�rs :_:m.,� JAMES M. MO#RN MERY ' - - ' CONSU 1z3 INC _' 535 EAST EeeT PA3AD&N,Ak IA MURRAY 1-5619• 28 City of Ne wport Bea" 33" W. Newport Bled. Nswpoet Beach, Califiraia Attention Mr. MOe Li Tlj • PabUc Works Director STATEMENT !Mui'Nr 1 . ntt+8 ttast ant Ingiaasia servietl ieMlartd in the design of piping stsnatmes where re r , tsr Me insertion of valves is e�tLelg 30,*jm& tmnamissiesi jvAbt at ttrte�ia locations. acaosdimg . `" is of our executed proptt" 'daitd j'an. 8. 1965: ' Senior taglneer .ai$ hrs..b$ $19. 50 ! 5l5. N Vaginetr • 172 liars. $12.50 2.150.00 Sadtr designer * 8$ 1410. * $11.00 608.00 Designer - 80 bre. * $10.00 800.00 D*aftamsn + 227: hrs. $t $8. so 10 929.90 Mileage 10# Total 090.40 Maximum fte bakme eades terms of t . . . . . . $26800 C� \ I, - 4 - _ �i[ ARM .. _...•= �an*��.�i�iiriL�rs :_:m.,� 0 ;r i 0 PUBLIC WORKS 4 JULY 23, 1965 CITY ATTORNEY PUBLIC WORKS OIRECTOR INSTALLATION OF VALVES IN 3r LAQW WATER LINE ATTACHED ARE THE rOLLOWING: 1. COPY Or LETTER TO MR. W. R. MASONS DATED JULY 13S 19655 REQUESTIMG PARTICIPATION GY THE IRVINE COMPANY IN THE ►ROJtCT. 2. COPY Or LETTER FROM THE IRYtoc COM►ANYS DATED JULY 20S 19655 REJECTING THE CITY'S REQUEST FOR PARTICIPATION. 3. COPY of O.R. 3031 11% 0UTL111110 THE CONDITIONS Or THE GRANT Or TUC WATER LINE raft THE IRVINE COMPANY AND THE LAGUNA IkACN COUNTY WATER DISTRICT TO THE CITY. IT IS REQUESTED THAT YOU REVIEW TUC T[IIMS Or THE GRANT TO DETERMINE If THE CITY 11 IN A POSITION TO CMVWCC COMPL /ANCC WITN ITS REQUEST rOR PARTICIPATION DY THE IavINE COMPANY. THE WDRDI/IG ON PAGE 4 Or THE DECD IS NOT VERY OMADI HOWCVERS IT 1S OUR OPINION THAT THESE VALVES ARE . KCOED rOR ORDINARY MAINTENANCE AND PROPER OPCRATION Or THIS LIME. J. T. DCVLIN JMIvR CCt CITY MANAGER ATTS• THE IRVINE COMPANY 13042 MYFORD ROAD, POST OFFICE BOX 37, IRVINE,CALIF. 92650, LINCOLN 4 -0120 July 20, 1965 Mr. Joseph Devlin City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Mr. Devlin: Re: Installation of Valves in 30 Inch Coastal Water Line Reference is made to your letter of July 13, 1965 concerning the installation of valves in the Coastal Water Line to allow for proper operation of the subject line. The Irvine Company has reviewed the agreement between the City of Newport Beach, The Irvine Company and the Laguna Beach County Wa- ter District dated March 4, 1953 and the deed to the City of New- port Beach recorded April 4, 1955, Based upon these two documents it is our contention that the subject installation of valves for the proper operation of the line by the City of Newport Beach does not come under the pertinent paragraphs of these two documents. Please refer to the deed, paragraphs 6 and 7 on page 4. The pro- visions of paragraph 6 are for the maintenance and operation of the pipeline and the City shall clean out and repair or replace the same or any part thereof necessary to maintain the pipeline in good order and repair for the flowing and distribution of water through the same. The addition of valves by the City for opera- tion of the line for the City's benefit is not in the context of paragraph 6 for repair and replacement of portions of the pipeline. Based on the above interpretation of these documents The Irvine Company rejects the City's request for participation in the in- stallation of the subject valves. Very truly yours, , �'� / op /A, W. R. Mason Vice President WR4: pab RFCFIVED JUL 21. 1965 PVD,LICOKKS DEP�% t:= JHLY 13, 1965 Ilit, we R. MASON Viet rRU1DENT TNt IRYtNt CSNPAw p•a•%x37 1RVINts CALIroIH►IA SMACTS INSTALLATION Or VALEtO IN 30" L$WJNA Woo i /Nt VICAR SIRS IT HAS LONG NEEH APPARCUT THAT TUC PART Of THE 3o' Lasm MATER LI"I LOCATCD IN NEWPORT YEARN SITWCU 16TH STRICT AND %Ar IS INAUQUATELT VALVCD TO ALLOW PROPER OPERATION AND MAINTENANCE o,-, f`.TNt LiNC. THE CITV NAS RtTAINEO JAmes M. MSH"wav, INC., TO PRIPAW ANTI SPECMCA+ TIOMR Foil A CONTRACT rOR ImMaTIoU or VALVES IN ORINt TO RtNtoV Twig DEFICIENCY. ENCODKD root YOUR RtrtNtNCC ARC A SET Of TM PLANS AND A COST CM140R• Tat ESTIMATED COSTS ARCS CITY TUC 1R i AL CONSTRUCT►ow 419, "7 4 9,733 M200 ENO/NttR Ills 1.hw � w x„91100 TOTAL $209867 $10,433 $31,3w Ytcmm or TUt HASNITiIot or TNt txpgwiTwo IT SO agoto tSTtO THAI TNt IRVtNt CONPANY KMIT ITS MOM or TUC 961114"ll toffiy $10,433, pttt TNt CITY Potion to AWANO Or A CONTRACT, IT I$ NOPID TO ADVCRTISC FOR $IDS AS $DON At POYNS<t, VENT TRULY rou"S, JettpN T. Dtr<IN PMLIS WONND DINtcTeR Own ENCL• CCi CITY Kum"R �.,. rte_ - - — • =a =:� � - -- -._.- - Submitted herewith for your approval are the originals and two prints U each of the Contract Drawings and Specifications - Special Conditions - for Contract C- 937, "Water Main Control Facilities." The estimated construction cost for each location is as follows: Item No. 1 - Valve Structure A. Construction of 30 -in. line valve structure; complete, including interior and exterior piping, valves, fittings, connections, shoring and removal of existing facilities . . . . . . . . . . $13,500 Item No. 2 - Valve Structure B. Construction of 30 -in. line valve structure; complete, including interior and exterior piping, valves, fittings, connections. shoring and removal of existing facilities . , . . . . . . . , $13,000 Item No. 3 - Valve Structure C. Furnish and install 18 -in, valve, piping, connections, supports and removal of existing facilities . . . . $ 21700 Item No. 4 - Valve Structure D. Construction of � O 0 pressure reducing and rate of flow control 2 7 �Z structure; complete, including interior and exterior piping, valves, fittings, connec- tions, shoring and removal of existing facilities . . . . . . . . . . . . . . . . $ 9,300 Estimated Total Cost $38,500 We shall be available for discussion of any questions you may have at your convenience. Very truly yours, JAMES M. MONTGOMERY Consulting Engineers, Inc, DuWayne R. Lidke Encls. RE P O R T S • . . V A L U A T I O N S ' . • P L A N S A N D S P E C I F I C A T I O N S ... 8 U P E R V I S 1 O N �Y, JAMES M. MONTGOM CONSULTING ENGINEE�S, INC. SSS EAST WALNUT STREET, PASADENA, CALIFORNIA 91101 TELEPHONES: 798.7139 AND 691.5919 JAMES M. MONTGOMERY JOHN R. FEE p June 28, 1965 RUSSELL C. KENMIR WILLIAM W. AULTMAN R. DEWEY DICKSON KENNETH I. MULLEN WILLIAM J. CARROLL JR. A. GENE RHEAULT EARL S. WAGNER PAULV.HENNESSY Mr. Joe Devlin WILLIAM D. MAT HIS WLLAM H. BLACKMER PHILIP GATSOULIS JACK WATKINS. JR. Public Works Director BRIAN G. STONE DU WAYNE R. LIDKE RICHARD S. HOLMGREN. JR. CARLOS M. CAMPUZANO City Of Ne wport Beach ALAN U. PALO EDWARD A. LA BAHN CARL A. RAMBOW MILES E. WOLLAM West Newport Boulevard OHN E. W JOHN J RICHARD S. L LAND 3300 F. L ED F. (ANGER JOHN G. G N Newport Beach, California Subject: Contract C -937 Drawings and Specifications - Special Conditions G L'7 Dear Mr. Devlin: Submitted herewith for your approval are the originals and two prints U each of the Contract Drawings and Specifications - Special Conditions - for Contract C- 937, "Water Main Control Facilities." The estimated construction cost for each location is as follows: Item No. 1 - Valve Structure A. Construction of 30 -in. line valve structure; complete, including interior and exterior piping, valves, fittings, connections, shoring and removal of existing facilities . . . . . . . . . . $13,500 Item No. 2 - Valve Structure B. Construction of 30 -in. line valve structure; complete, including interior and exterior piping, valves, fittings, connections. shoring and removal of existing facilities . , . . . . . . . , $13,000 Item No. 3 - Valve Structure C. Furnish and install 18 -in, valve, piping, connections, supports and removal of existing facilities . . . . $ 21700 Item No. 4 - Valve Structure D. Construction of � O 0 pressure reducing and rate of flow control 2 7 �Z structure; complete, including interior and exterior piping, valves, fittings, connec- tions, shoring and removal of existing facilities . . . . . . . . . . . . . . . . $ 9,300 Estimated Total Cost $38,500 We shall be available for discussion of any questions you may have at your convenience. Very truly yours, JAMES M. MONTGOMERY Consulting Engineers, Inc, DuWayne R. Lidke Encls. RE P O R T S • . . V A L U A T I O N S ' . • P L A N S A N D S P E C I F I C A T I O N S ... 8 U P E R V I S 1 O N • • JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC 535 EAST WALNUT STREET, PASADENA, CALIFORNIA 81101 TELEPHONES: 793.7160 AND 601.5510 January 8, 1965 Mr. Joe Devlin Public Works Director City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Subject: Proposal for Design of Valve Insertions in 30 -inch Transmission Main Dear Mr, Devlin: 1M JAMES M. MONTGOMERY JOHN R. FEE RUSSELL C. KENMIR R. DEWEY DICKSON WILLIAM W. AULTMAN KENNETH I. MULLEN WILL= J. CARROLL. JR. A. GENE RMEAULT EARL E. WAGNER PAUL V. HENNESSY WILLIAM D. MATH 15 WILFRIED F. LANDER WILLIAM M. aLACKNER PHILIP OATSOULIE SRI AN O. STONE JACK WATKINS. JR. RICHARD S. MOLMOREN. JR. DU WAVNE R. LIDKE ALAN U. PALO CARLOS M. CAMPUAANO EDWARD A. LA BAHN CARL A. RAMSOW JOHN E. WARD At your request we are submitting herewith a proposal for the design of piping modifications, and structures where required, for the insertion of valves in the existing 30 -inch transmission main, at the following general locations: (a) Irvine Avenue and 15th Street (b) Jamboree Road and Coast Highway (c) Coast Highway and Dahlia Avenue In addition, we would design the necessary modifications for rate -of -flow control on the existing Acacia Street connection to the Orange County Feeder, taking into account the right -of -way location of the proposed Corona Del Mar Freeway, Design drawings would be prepared and special conditions written for inclusion in the City's standard specifications. Upon completion, the drawings and specifications would be submitted to the City for duplication. R E P O R T S • V A L U AT 1 ON 6 . . . P L A N S A N D S P E C I P) C A T 1 O N S I 1 1 5 U P E R V I S I O N �a. JAMES M. MONTGOMERY • CO f*ING ENGINEERS. INC. • 535 EAST WALNUT *ET • PASADENA, CALIFORNIA Mr. Joe Devlin -2- January 8, 1965 We propose that the above work be performed on an hourly rate basis as f ollows: Classification Senior Engineer Engineer Senior Designer Designer Draftsman Survey Party (3 -man) Hourly Rate $17.50 per man -hour 12. 50 " 11.00 10.00 8.50 26.00 per crew -hour The above hourly rates would include all payroll costs, taxes, overhead, typing, duplicating, administration, profit, and incidental expenses, except mileage. Mileage would be reimbursed at the rate of 10 cents per vehicle mile. It is anticipated that the total cost for the services outlined above would not exceed $2, 800. 00. If this proposal meets with your approval, we would be pleased to enter into a contract embodying its terms, or it may be accepted by signing one copy in the space provided below and returning it to this office. Respectfully submitted, JAMES M. MONTGOMERY Consulting Engineers, Inc. _T Russell C. Kenmir President John R. Fee ecretary - Treasurer ACCEPTED BY; 09 OF NEWPORT BEACH n n " I� r 1 F%1r AW. 646' 2 b buMIUM of 'ru wl'CY � .. � Gfiy or 3 iii �f► 411 (wwwT MO. "I) 5 �d t761►li, arse eeat3at mwitift btds for WOO 6 09"Ik ing 0'& czr a g.%QAA: st" s of to oaeW sal Panilitisa 7 ille th* OUy at 'swpow" * in 4"MV44000 10ith tits PLUG =0 8 apeiii LOatlow beva ta" 44orteds bi" tlabti`�e re4siia��v��wd�4.�t��ae s and 9 Qua Ot 17V ?EV* ii 61 iw p"licly sad "ala 4, and 10 ww" "O If Opp*"* that tin laesit aible bid 11 tei ttaaetlae�na i�acilies wtaJet3a'til�t67c�* 4 aspasatiw►g 12 MWO ' ".FIM P U li wMw dti. the bid if umthe" 13 kaa� -J 1t C*nsz n4 tors in tU amt of ¢33,455 be asv"tad #AA 14 ,C jW G*k LX&4t LOO UA +popuetx sioR ieattbF be gftrftd 46 said 15 'Or. 17 eV* bex"y "tber" ed loved 40"N" to aeawouts a ftat Ot is u"►* 18 *ace Ath do apsif'isations, bid and S ILS 0=6 an 6M U49 of 19 Liry at ib""rL laaah, and that das City CL"k be d4watsd to 20 ?:e<tuO& au a atad capy to the sa mweeftl, bid&3r. 21 �$ thia 14th day ai November 22 I / 23 24 28 29 30 31 32 NOVEMBER 14, 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: THE CONSTRUCTION OF THE WATER CONTROL.FACILITIES (CONTRACT NO. 937) RECOMMENDATION: ADOPT A RESOLUTION AWARDING THE CONTRACT TO SOUTHERN PACIFIC CONSTRUCTORS, A CORPORATION, FOR $33,455 AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. DISCUSSION: EIGHT BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:30 A.M. ON NOVEMBER 8, 1966 BIDDER TOTAL SOUTHERN PACIFIC CONSTRUCTORS LONG BEACH $33,455.00 ALLIED MECHANICAL CONTRACTORS CHULA VISTA 36,981.00++ PYLON, INC. COMPTON 39,837.00 INDUSTRIAL PIPELINE CONSTRUCTION CO. LOS ANGELES 42,395.00 JENKIN CONSTRUCTION COMPANY LONG BEACH 50,832.00 FAMCO CONSTRUCTION COMPANY SANTA ANA 51,423.00 Ecco GARDEN GROVE 54,400.00 BOVEE AND CRAIL CONSTRUCTION CO. PARAMOUNT 54,800.00 ++THIS PROPOSAL WAS SUBMITTED UNSIGNED. THE LOW BID IS 4.5% ABOVE THE ENGINEER'5 ESTIMATE OF $320000. THE AMOUNT BUDGETED IN ACCOUNT No. 50- 9297 -039 15 $35,000• , SUBJECT: CONTRACT NO. 937 0 PAGE Z ppTHE CONSTRUCTION INVOLVES THE INSTALLATION OF Z - 30" DIAMETER VALVES AND - IU" DIAMETER VALVE, IN THE OLD LAGUNA LINE. ALSO INCLUDED IS THE CONSTRUCTION OF A IZ" DIAMETER OUTLET, -AT NEWPORT CENTER DRIVE FOR THE IRVINE COMPANY. THE IRVINE COMPANY WILL DEP6tIT THE CONTRACT AMOUNT FOR THIS WORKS $2050, PRIOR TO CONSTRUCTION. ALTHOUGH THE CONTRACTOR HAS NOT PREVIOUSLY DONE WORK FOR THE CITY OF NEWPORT BEACH HE IS PROPERLY LICENSED AND A CHECK INTO HIS REFERENCES INDICATES THAT HE HAS SATISFACTORILY PERFORMED SIMILAR WORK. DUE TO THE LENGTH OF TIME NEEDED FOR DELIVERY OF THE NEW VALVES CONSTRUCTION WILL NOT BEGIN UNTIL JANUARY AND THE ESTIMATED DATE OF COMPLETION IS MARCH 1, 1967- .IN IIRECTOR ATTEST TO OPENING BIDS LAURA LAGIOS, ACTING CITY CfL ERK MJA: NAJ 0 "NOTICE OF INVITING BIDS SEALED BIDS �+r11 be'. te• ceived at the office of.lhe City Clerk, City Hall, Newport Beach, California, until 10:30 a.m., on the 8th day of Novem- ber, 1966, at which time they will be publicly opened and read, for performing work as follows: THE CONSTRUCTION OF THE WATER CONTROL FACILITIES (CONTRACT NO. 937) No bid will be received un- less it is made on a proposal form furnished by the Public Works Department., Each bid must be accompanied by cash, certified check, or bidder's bond made payable to the City of Newport Beach, for an amount equal to at least 10 percent of the amount bid. The documents includedwith- in the sealed bids which re- quire completion and execution are the following: 1. — Proposal 2. Page 3 - Designation of Subcontracfors 3. Page 4 - Bidder's Bond 4. Page 9 - Yon - collusion Affidavit S. Page 10 - Contractor's Financial Status The documents shall be af- fixed with the appropriate and correct signatures and seals of the corporation, partnership, joint venture and /or individual. In accordance with the provi- sions of Section 1770 of the Labor Code, the City Council of the City of Newport Beach has ascertained the general prevailing rate of per diem wages in the locality in which lhe. work is to be performed J*. craft or type of vlatkoiM ecbanic needed Ia contract and is F elution No. 6258. said Resolatiou f t, in the office of Clerk in the City -of Ne Beach. , �F°' 1 t i n � 0 r All bras are to be c�n�q. - -•.-- on the basis of the Engineer's estimate of the quantities of work to be done. No bid will be accepted from e Contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of Business and Professions' Code. Plans and ecifica bonds, and forms of proposal, contract may be obtained at the Public Works bepartmentq City Rell, Newport Reach, California. A non - refundable charge of $2,00 will be required for each set of Standard 11 ecifi- cations. A refundable posit of ;5.00 will be required for each set of plans, special provisions, and contract documents. upon return of the set of plans, special pro- visions, and contract docu- ments to the Public Works Department, the 15.00 de- ppoosit will be refunded by mail. ''io refunds will be made later than 60 days after award of bid. The City of Newport Reach reserves the right to reject any or all bids and to waive any informality in such bids. CITY OF NEWPORT BFACR, CALIFORNIA Laura Lagios, Acting City Clerk OCTOBER I0� 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE WATER CONTROL FACILITIES (CONTRACT NO. 937) RECOMMENDATIONS: 1. APPROVE THE PLANS AND SPECIFICATIONS. 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 10:30 A.M.2 NOVEMBER 8, 1966. DISCUSSION: m THE AMOUNT BUDGETED FOR THE SUBJECT CONSTRUCTION IN ACCOUNT NO. 50-9297-039 .IIS $35,000. THE ENGINEERS ESTIMATE.OF THE COST OF CONSTRUCTION IS $32 .,000. INCLUDED IN THE WORK IS THE INSTALLATION OF 2 -30" VALVES ON THE OLD LAGUNA LINE., ONE AT DAHLIA AVENUE AND PACIFIC COAST HIGNWAY AND ONE AT JAMBOREE ROAD ON PACIFIC COAST HIGHWAY. AT THE TIME THE VALVES- ARE TO BE INSTALLEDp A 12" FLANGED OUTLET WILL BE CONSTRUCTED AT THE FUTURE NEVPORT CENTER DRIVE FOR THE NEW TOWN CENTER. THE IRVINE COMPANY -HAS AGREED TO PLACE ON DEPOSIT WITH THE CITY AN AMOUNT TO COVER THE COST OF'THIS OUTLETO UPON RECEIPT OF BIDS. THE ESTIMATED COST FOR THE 12" OUTLET IS $2,800. ALSO INCLUDED IN THE WORK IS THE INSTALLATION OF AN 18° VALVE AT 15TH STREET AND IRVINE AVENUE AT THE 'LOCATION OF AN EXISTING VAULT. DURING CONSTRUCTIONp IT WILL BE NECESSARY TO CLOSE FOR APPROXIMATELY 3 TO 5 DAYS, THE 30" LINE WHICH IS THE PRINCIPAL TRUNK FROM THE BIG CANYON RESERVOIR. ARRANGEMENTS ARE NOW BEING MADE TO TAKE WATER FROM THE EXISTING COSTA MESA CONNECTIONS. OVERALL, WATER SERVICE WILL NOT BE ADVERSELY AFFECTED. DUE TO THE LENGTH OF TIME NEEDED FOR DELIVERY OF THE NEW VALVES.. CONSTRUCTION WILL NOT BEGIN UNTIL JANUARY AND THE ESTIMATED DATE OF COMPLETION IS MARCH 1, 1967- 40 %4G Jy6sr PH . DEVLIN P BLIC KS DIRECTOR MJA:NAJ jo O C4 4r it Jb f CAI-SHOP D7AI4lrj -VIEW NO EXCEPTIONS TAKIN A � D 1,14 lT MARE CO.Q.�ECTIOINS HOTED� I y Sle�l Ze 7 --------------- . .... DATE 10 VA I Lot V, .30% IMS A*W SULTI� JAMES tA. M0NTG0r.!ERY, CON EP. G! NE E IRS, I SHOP DRAViING REV!EW NO EXCEPTIONS TAKEN AND Rf-SUSMIT MAKE CORRECTIONS NOTED 1 By DATE: 64 Rco� s SOWTOEIR►a comvm- -54DIp- t4e 1 4 2 S" 2 ovr %!s .4 AA U. A4- AZ VAV1. JAMES.M. N'.QNTGC\ !ERY, CONZW-TiMG ENGINEERS, 1,%'C._l NO EXCEPTICNS TAVF.il MAKE CORRECTIONS NOYED: RESb3iA!T BY DATE Ns-4A po OCT vpe*-%r-%-A Altit Wt %A'L 'j". 3 OF t CfJ 'SoP gods Yom; Via. 4 3p'o. p. x � W. S'l fit aw 'TOP PDA, vA.v T '*I,, ci+*4 NO EXCEPTICNS TAKEN ✓:" ,.•„idES'JCPo'iT ' MAKE CORRECTIONS NOTED .. _..: .: RESUBMIT BY L� � U. I'aD DATE : Zc -ci'o Sol F ' _ SM T��SiK pAyC..i F: �_ co NS•K{�l�T OtL� . - •�3.�•:.''Af <,r� ri:r:-i: :�.c:':. . .'4: i:' %�'+h'e•.?�i:;4.vi^i.1. : -i-�4. .+s4�,�"i,�erg. ....%Ss.#',.'t[. -Y i ! _ J i r , I i �►X4tiiL FyiE I 1 -- acta R�S`L1_ JAMES M- MC NTG.Ok'u . "- _S•.'C;H -Tii,^ EP;G "_GEE ^S, INC. NO EXC EFTIO:S T ^d<ci! -- iI MAKE CORRECTIONS NC'EED "Al DATE ...3 �O V'j Fi�ia3 �AC.�i —i- �C.. Got�TyCQ�C.SOC` StA. 95 of !� ��•'�.1:'F�!.n ;+ �;�}yh cam+, r. _ voa - f ty D�rr-TAQI It, a. 150 e -qN4jN.* 44 JAMES M. MONTC0 M2PY, INC. $410? 0.711P c%—i! ri,:� r, NO EXCEPTIONS TATCTN RE_UCNIIT MAKE CORRECTIONS NOTEDj BY P y VA\m-T *b% \lAo,)%- :-% ib Abp x.14 !42 4 of 3 JAMES M. `:G:miE'rs, INC. NO EXCEFFIONS TAICC-N I - - — - --------- MAKE CORRECTIONS P,.OTE�D : BY — — — LL m DATE W)TWEVA" NEWPORT 618AC-s4 we 14-L 07 *)= 10 4$ • 421"qn• Ftee 6'5K lb•ELL, CGIIAIEgr A4oJrW / jVE ALLA. Ir tTTW(,5 I! g r-4Ak*Er, 41� JAMES M. MCNJTGC!IiF^'e, E:„'.IJEERS, INC. .NO EXCCP T IONS TAKEN . - _ --- --- l ; . � MAKE CORRECTIONS NOTE,- DL) - RESUDMI BY -DATE - 4Z0VT*4f�%qd V'yCj V:IC_ N=,WP0lV'_N 14-L %4 'i Poo � 41 A.- A. - u<av x, (o• �- rt. f k Pf-- co " 15 R 9c' %W/ELL, !:�IGMEFRS, INC. i All P40 EXCEPTiON!S ul MAKE CORRECTIONS NOTEEO� BY LIF DATE C EM OFN 7' M P7,4.1� r-; 14& DoE N I i 42 S fA - 9 Or k e Tw. FIE JAMES M. MCel --gULTWG ENGINEERS, INIC. SHOP DRAVVING NO EXCEPTIONS TAKEN t:- -,J MAKE CORRECTIONS NOTED ; REJECTED- CTFD - RESU2�'llil- - NOTED L i I �' 1;7b: PIPE DIP ! iJ 't 3 J AFTER I 1 o PACi plc. c-OLM 7!RucTDQ,5 S""qTD. PIPE co* 15710" Pf 21,(", A lee pe T* 5k. m -OF is (FiAFi._D 4r,_rr -to ex t s T , �.i ca csjew E JANTEs r,,, - MON,- ------ TING ENGINEERS, INC. NO ExcEp-i 0 iiS T,m:;;j MAKE CORRECTIONS P,'o . I . EC CAT 71 KJOTE Asf h,qLr twic "tv 4 OVT- 5ov r i E F N PACZAF-+r_ CoNSTle. NrEAPc4ZT W_AC-#-i 'CP. W t4'?- Sp 11 or- 'I a I • rCIRC-.-k 'Lo PIPE tit r. 84 ft FAG �b ROLF-s I u I'f HOLE i . ,,, GAMCIE�- W TM. FIFE 8Le-IA,• CAF Go VER TfG f' Ref ^NLY I'LE 5 Hr. JAMES M. ro. 0 t4 7 ,:: c� 7^ y, Cnfd j 1. T .-,:rqEERS, RS C. NO EXCE.DFION'S T,".KEN IIT MAKE CQUECTNONS NOTED] BY DATE I* Ft r- L<4, 4 DoP— ws 442 S�k. Ilorm i 2 0 JAMES M. 1\ -UL T N- G� E-N G INZER S, INC. 04 7VAEQ4 PkC,%V%C, Co%A%7TV.S�T0.%5 "Ho 110 EXCEP-10NS T6NEN j MAKE CORRECTiONS NO FED REj -C TED R E S U I T Orr 13Y W� it \AWLZ -%aftm , its t 'betwr 'Tl%A4WT% vqAa-) PRILL I RoWs. 4or- I Lr' �Aovovs- Felt RpV-4 4:zvArmc4iwL JAMES M. c0,N"lUI-TIr,G ENGINEERS, INC. T i f"F.v!'-w NO EXCE f Ti MAKE CORRECTIONS NOTED; — O FZD �-'- -cL) - FES(j[SMJT i —DATE -3 !. Pc>c L bks VAULT — A-, - %01RS a. pipe *4JLV• AFrEK FA46 . JAMES M. m i NG ENGINEERS, INC. NO CXCEFT!0fjS MAKE CORRECTION'S f:o PESUDMIT I c:D RcSUM IT By DATE 11Z: 'a - -T V . J\j SZVTI469,N C a I a "K 0 WELD 7c 91 prt: FOR 'WOOL i4s F--iz V/iVLT- P. JAMES M. W.0 N' TC OMERY, CCNSUI-TING ENGINEERS, INC. ... . .. --------- EVI , D11 NO E) -EPTIONS E: R 21M. I T MAKE CORRECTIONS NOTED E A D - RES -:'A nk , IL� Fet Row E7 G°4-TD .. QjpE I j GAi.v ^pTtx ++i . . 416-, or� x 4 'TIEla CO--- - %I S- JAMES M. NIIONTGOMEERY, ENGINEERS, INC. s 0 NO EXCEPTION TAKEIIII IT MAKE CORREC TfONS NOTED: r BY B;Yoi�l -DATE co 14k ' I.;: e ) R -'�- V.% (a s � k = e <-. -t c. c- WES M. MONTC-Ok-j7py C•-'n!SULTIHG ENGINEERS, INC. SHOP I EXCEPTIONS TAKEN RESUBMIT KE CORRECTIONS NOTED RESU MIT 4� F /.0 /SHED STREET 4.c. v ✓M T. . ROCK 645E COUST.QUCT CL4S5 ,5 " C041CRETE CO(-L4R- THRUST BLOCk (SEE STD -SO / -L) i a- couc. Oa v c. FR4ME 9' COVER BROOKS P,PODUCTS A10. dTT M4R/CED " WATER'' =� 0 LEAD BOTH SUDS OF 74PP14IG SLrc VE ,- -LEAD �4jKETS Z,-O.. D 14. t IA i l i n c', f C4TE VALVE .44.t4j 14PRAUG SLEEVE- G.4 7 VZIL.VE SHALL BE 10W.4 L /ST !d, RE',USEL L.4 E,P L /ST OR R ICH SER IES 20). CI i Y O NEWPORT BEACH DRAWN �L- DATE - 3 -/2 -G3 PUBLIC WORKS DEPARTMENT APPROVE T4PP /,UG SLEEME AVD G.4 TE I x Aj$ UBLIC WORKS DIRECTOR VALVE FOR CAST /PO,U OR 4,58ESTOS CEME.U7' P /PE DRAWING NO. STO -507 -L V t� "i �o ■ L I i I � �1 VALVE BOX FRAME WITH SEPARATE COVERS I HEAVY DUTY PLATE ORENSION APPROX PLATE EXTENSION APPROX. ■ O NUMBER SUE WEIGHT NUMBER SIZE WEIGHT I y` ► A -2984 S 10 A -2988 i 24 r I y� ► A -2986 6 15 A -2989 45 I Nominal Size is Size cf P pe Used as an Extension. Cover Designated 'Water" or S" to Suit. Pamred Bituminous Paint. A•2980 Z I W Z' VALVE BOX CAPS - STREET TYPE Z a HEAVY DUTY —LONG BODY Vil A T E R i F PLATE EXTENSION APPROX. PLATE EXTENSION APPROX. F . \ !: ¢ NUMBER SIZE WEIGHT NUMBER SIZE WEIGHT A -29602 2 A- 29607 ' 30 Z A -29603 3 8 A -29608 3 35 I A -29604 4 12 A -29610 10 40 A- 29605. 5 18 A -29612 •2 52 i i • ° J! ° A -29606 6 20 ?0 128 w 0 0 0 Z p 'O Z O = w Z p omjnal Size is Size ar Pipe Used as an Extension. Cover Oessgnated "Water" or A -29600 F z Gas" to Suit. Pain >ed Bituminous Paint. Z • 0 O N F VALVE BOX CAPS - PARKWAY TYPE SHORT BODY I (�G A S ' Z ' �_ m PLATE EXTENSION APPROX- PLATE EXTENSION APPROX. NUMBER Siff WEIGHT NUMBER SIZE WEIGHT A -29502 2 2 A -29507 7 26 do A -29503 3 7 A -29508 8 24 f ► A -29504 4 10 A -29510 10 40 A -29505 5 14 A -29512 12 52 ► A -29506 6 20 A -29514 14 55 Nominal Size is Size of Frye Used as an Extension. Cover Designated "Water" or A-295M "Gas" to Suit, Painted: Bituminous Paint. � IH A -29625 VALVE BOX CAP - STREET TYPE PLATE EXTENSION DEPTH OVERALL APPROX. NUMBER SIZE SKIRT FLANGE WEIGHT A -29625 10 6Y2 -. 40 Extension Size: Refers to Size of Pipe from Valve to Road S,.race. Cover Desig- nated "Water" or "Gas" to Suit. Other Lettering as ReOLirea ca Quantity Orders with no Extra Charge. Painted: Bituminous Paint. ► — signifies more popular items l GALVANIZED LADDERS AND SUPPORTS OA-3380 VAULT LADDER Galvanize Sim :aacer 12" Wide with lrz_ 0 Steel Rungs. Specify Length Re QUired When 3reE ^ng. A-3381 GALVANIZED EYE BOLTS 1 0 A-1382 VAULT LADDER l Galvanized Stee: Lander 12" Wide with %' 0 Rungs. Stringers Bent to Fasten to Bar in Concrete A -3383 A 3383 GALVANIZED SUPPORT BAR W A -3380 A -3382 ►A 3400 GALVANIZED STEEL LADDER With M a ections. Channel Stringers on 1a" Spread with 'h" f�3 Steel Run all :a ke+s n Be Used in lieu of Angle Clips j ! A -3885 NAVAL P.W.O. 16 " Galvanizes' Steel Ladder with Adinstahle Swing lent Connections. 318" x 12 '.. - Stringers wdh 1 ^ Rungs. i 6e- V.tY, COI ENGINEERS, INC. NO ERxCCF' FION^ r?:;::; I s - -- -� J MAKE CORRECTIONS NOTEDI ft _• <C i'i.p -RE3! ifl{7 �� - r 4C� F f, -`t A -385 ♦—signifies more;Wiu items SERIES A -1256 GENERAL USAGE MANHOLE COVERS AND FRAMES FOR TRAFFIC PLATE CLEAR OVERALL HEIGHT NUMBER OPENING BASE FRAME 51,"2 8 1 t 35AD n ` 460 4 i' 0 `t`' Si0 240 110 Oiamenc 'read Furnished. Raised Block 4t Covers and Frames Machined to Fit. Covers Lettered to Suit Requiremen ainted: Bituminous Paint. *U.S. :xs of Eng. Type } NOTE C;en Grating Furnished In Lieu of Seed Cover at Same Price. V;H*. A -12-2 A -:Yc 36 30 30 44 42 ?c:2 727 —2f s3 A1260 PARKWAY MANHOLE A:=` =^ 261,J sue' AND 1 A 2_ — -- A -32 54 5 - -24 24 s3R VA- 1254.E 24 Bpd :6 2`a. -n A- 20 E `c °F/ A _2.5 18 ,i7�i 51,"2 8 1 t 35AD n ` 460 4 i' 0 `t`' Si0 240 110 Oiamenc 'read Furnished. Raised Block 4t Covers and Frames Machined to Fit. Covers Lettered to Suit Requiremen ainted: Bituminous Paint. *U.S. :xs of Eng. Type } NOTE C;en Grating Furnished In Lieu of Seed Cover at Same Price. MANHOLE COVERS AND FRAMES FOR CATCH BASINS PARKWAY TYPE Conforms to City of Los Angeles 62184 and State of Calif. Specs. PLATE MATERIAL CLEAR OVERALL HEIGHT APPRNL t NUMBER SPEC. OPENING BASE FRAME WEIGHT J A -1530 Black 22 26 1}h 130 A -1531 Gafv. 22 26 1 �h I30 A -1532 Galv. CL. 40 22 26 11� 130 NOTE: Open Grating Furnished in Lieu of Solid Cover at Same Price. For Unit with Flange lip See Page A -12. Plate No. A -1535. — sirm'.6% .more 000ular items J ` A -1250 rwo�w .I //, N A -1260 Lj .�ith4it /kLfC.1/11.iWiY/Y,01F SERIES A1260 PARKWAY MANHOLE COVERS AND FRAMES PLATE CLEAR OVERALL HEIGHT SNIPPING wime R OPENING RASE FRAME WEHINT A -1261 A -1252 36 30 45 31'y 4 3 500 300 A -2263 26 34 3 240 1 A -1264 24 3252 3 215 R-1 1265 — — PO - - - -28 2% _ 140 A -1266 18 251t 2% 110 A -126; 16 2314 2% 12 A-1268 12 14 2% 60 Diamond Tread. Covers and Frames Machined to Fit. Covers Lettered to Suit Require- ments. Paraded: Bituminous Paint. 1 NOTE: Open Grating Furnished in Lieu of Solid Cover at Same Price. MANHOLE COVERS AND FRAMES FOR CATCH BASINS PARKWAY TYPE Conforms to City of Los Angeles 62184 and State of Calif. Specs. PLATE MATERIAL CLEAR OVERALL HEIGHT APPRNL t NUMBER SPEC. OPENING BASE FRAME WEIGHT J A -1530 Black 22 26 1}h 130 A -1531 Gafv. 22 26 1 �h I30 A -1532 Galv. CL. 40 22 26 11� 130 NOTE: Open Grating Furnished in Lieu of Solid Cover at Same Price. For Unit with Flange lip See Page A -12. Plate No. A -1535. — sirm'.6% .more 000ular items J ` A -1250 rwo�w .I //, N A -1260 Lj .�ith4it /kLfC.1/11.iWiY/Y,01F 9 0 c. iq I - Ilk Rensselaer Double z. w' ti �L rg J L' U I i p p`I �- Li i I G iA A.W.W. A. K C. LAWSON COMPANY Valves 2840 E. Pico Boulevard BULLETIN A Los Angeles 23, California ANgelus 3 -5148 LUDLO &W RENSSELAER VALVES & HYDRANTS T H E L U D L O W V A L V E M A N U F A C T U R1 N G CO., I N C . , T R O Y , N . Y . S J N C E 1 8 6 1 VALVE PARTS 41- r- Fig. H -131 -A Fig. H -135 INTERNAL PARTS OF VALVES 8" AND SMALLER 1. One -piece BRONZE MOUNTED Wedge elimi- nates small parts. 2. SOLID BRONZE Stem -Nut. Stem -Nut and Wedges are entirely separate; no binding of Stem possible. 3. Gate Rings rolled -in. Gates held together by BRONZE STRAPS. 4. Dual thickness of Stem Nut bottom. This lifts one Gate first, releasing Wedging Mechanism positively. 0 RENSSELAER TOi tU7f WaDlIck R ►ACKV0 MAT* 4ACKIN6 RSATS tom A NUTS �K Rtrc 10NNAi Olt COYSO C0NO -RANGE 60Ln A WO 5"M sw NW 6vIFe{6 I m �c aota 1001 OR CASA OATS Vw" MAT 0M "O" 4'wv ow to IIrnYMd M 94 Y%lm r URr tr'� 4131a, fo bw w r,6 y13. 1P ale . TOP NUT WRENCH NUT FOLLOWER PLATE $LAND STUFFING BOX DOLT 6 NUT STUFFING BOX Fig. H -134 View of conventional stuffing box — available on all Rene}alaer A. W. W.A. ratve}. RENSSELAER � N. F .. • MAW, ' r aF..f n , ZI TOP Ni WRENC FOLLOV GLAND STUFFIN BOLT & STUFFIN, * VALVE PARTS �. FIg. H•IN Sac,ional view o} conran,ional aJoW,g boa — avail- able ..all Rauulaar A, W. W.A. ralraa. Fig. H -134 -A , t\ N� 9 i I 7 1 • i l Fig, H -133 INTERNAL PARTS OF VALVES 10" AND LARGER Same as parts for smaller Valves except that the SOLID BRONZE Wedges are separate pieces and have Long and Short slopes which correspond to similar Wedge angles on Gates. IM LIST 13A- A.W%.A. Non Ili, ;ng Stem Hub Ends Fig. H -130 Conventional Stuffing Box LIST 13A A.W.W.A. TYPE Iron Body • Double Disc Bronze Mounted Parallel Seat GATE VALVES 0. RENSSELAER RENSSELAER LIST 13A VALVES are of rugged construction, especially suited for oil, gas or water works service. They are built to the latest specifica- tions adopted by The American Water Works Asso- ciation, and in many respects exceed these specifica- tions for strength and material requirements. IN OPENING, the first turning movement of the valve stem unlocks the valve wedging mechanism to release the wedging pressure from the gates. IN CLOSING, the gates move downward until they reach a position opposite their seats and then are wedged squarely and firmly against their seats. TYPES include both non -rising stem and outside screw and yoke valves, which may be furnished with hub, flange, screw, or other connections and combinations when specified. FLANGE DIMENSIONS AND FACINGS —End Ranges are smooth -faced with drilling and dimen- sions conforming to the Class 125 American Cast Iron Flange Standard. HUB DIMENSIONS will accommodate Class D Cast Iron Pipe, and can be supplied for cement asbestos pipe. GATES are made of high- strength cast iron with bronze facings. Sizes 16 inches and larger have bronze wedging surfaces. Sizes 3 inches and smaller are solid bronze. Valves 16 inches and larger which are to operate in a horizontal position are equipped with bronze trunnions which roll on non - corrodible Nechani ul Joint Flange .Yh "O" -Ring Seal Fig. H -137 tracks to carry the weight of the gates, and bronze scrapers to keep the tracks clean. WEDGES —A one -piece bronze mounted wedge is furnished in valves 8 inches and smaller. Valves 10 inches and larger have two solid bronze wedges, supported by two high - strength cast iron hooks. "O" RING SEAL furnished on A.W.W.A. valves in sizes up to and including 12 ". Available on all non - geared valves up to and including 20 ". GEARING is recommended for valves 20 inches and larger and may be furnished for smaller sizes when specified. Spur or Bevel gearing will be sup- plied with extended type gear cases. BY- PASSES are recommended on valves 16 inches and larger. They allow the pressure to be equalized on both sides of the gates and thus facilitate open- ing. Unless otherwise specified, By- passes will be located as shown on the dimensional sketches. See page A -10. SQUARE BOTTOM CONSTRUCTION may be provided. HANDWHEELS AND WRENCH NUTS —Hub end valves are normally supplied with 2 inch square wrench nuts. Flange end valves with handwheels unless otherwise specified. WORKING VALVE PRESSURE HYDRO - SIZE STATIC Non -Shock TEST in inches Cold Water PRESSURE Oil or Gas 2 to 12 200 350 14 to 60 I 176 1 300 RENSSELAER LIST 13A VALVES are of rugged construction, especially suited for oil, gas or water works service. They are built to the latest specifica- tions adopted by The American Water Works Asso- ciation, and in many respects exceed these specifica- tions for strength and material requirements. IN OPENING, the first turning movement of the valve stem unlocks the valve wedging mechanism to release the wedging pressure from the gates. IN CLOSING, the gates move downward until they reach a position opposite their seats and then are wedged squarely and firmly against their seats. TYPES include both non -rising stem and outside screw and yoke valves, which may be furnished with hub, flange, screw, or other connections and combinations when specified. FLANGE DIMENSIONS AND FACINGS —End Ranges are smooth -faced with drilling and dimen- sions conforming to the Class 125 American Cast Iron Flange Standard. HUB DIMENSIONS will accommodate Class D Cast Iron Pipe, and can be supplied for cement asbestos pipe. GATES are made of high- strength cast iron with bronze facings. Sizes 16 inches and larger have bronze wedging surfaces. Sizes 3 inches and smaller are solid bronze. Valves 16 inches and larger which are to operate in a horizontal position are equipped with bronze trunnions which roll on non - corrodible Nechani ul Joint Flange .Yh "O" -Ring Seal Fig. H -137 tracks to carry the weight of the gates, and bronze scrapers to keep the tracks clean. WEDGES —A one -piece bronze mounted wedge is furnished in valves 8 inches and smaller. Valves 10 inches and larger have two solid bronze wedges, supported by two high - strength cast iron hooks. "O" RING SEAL furnished on A.W.W.A. valves in sizes up to and including 12 ". Available on all non - geared valves up to and including 20 ". GEARING is recommended for valves 20 inches and larger and may be furnished for smaller sizes when specified. Spur or Bevel gearing will be sup- plied with extended type gear cases. BY- PASSES are recommended on valves 16 inches and larger. They allow the pressure to be equalized on both sides of the gates and thus facilitate open- ing. Unless otherwise specified, By- passes will be located as shown on the dimensional sketches. See page A -10. SQUARE BOTTOM CONSTRUCTION may be provided. HANDWHEELS AND WRENCH NUTS —Hub end valves are normally supplied with 2 inch square wrench nuts. Flange end valves with handwheels unless otherwise specified. � LIST 13A.A.W%.A. GATE VALVES RENSSELAER With 47o.0 Non - Rising Stem M.cheniul Joint End. Fig. HI). 130 kH Wnheui buu Non - Rising SNm Hub Ends. Fig. HD -131 N N T C 1 Do D F= A Wirhrur tutor Non - Rising Stem Non - Rising Stem Flange Ends. Fig. HD -132. Scow End.. Fig. HD -133. DIMENSIONS IN INCHES Outside Scow end Yoke Hong. Ends. Fig. HD -134. Siva of Valve 2 2% 3 4 5 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60 A 7 b% 8 9 103, 10% II% 13 14 IS 16 17 18 20 26% 30 34% 42% 52 53 B ........ ........ ........ ........ ........ ........ ........ ........ ........ 181x 21% 22 22 26, 26% 30 35% 42% 52 53 FLANGE C 6 71/ 712 9 10 II I3% I6 19 21 23% 2S 27, 32 38% 46 53 59% 66% 73 D % 1v18 % 13fs Ws I I% 136 I% 1,2 IX, IX, Mfr 17, 2% 2% 2% 2% 3 312 END E 4% 5% 6 7% 8% 912 11% 141, I7 183/4 21% 22% 25 2912 36 42,, 49% 56 623, 691, F 4 4 4 B 8 8 8 12 12 12 16 16 20 20 28 32 36 44 44 52 G ,/s % % % % % % % % I 1 1% IY1 I% I% 112 11, 1% 1% 13/1 H 7,, ........ 103, 12,, 121, 13% 14% 15 I6% 15% 152, 18 19% 221, 26 26% 33 39 5012 55 HUB J ........ ..._ ... ........ ........ ........ ........ ..._... ........ ........ 19% 21% 22% 24% 26 s 32 33 33 39 50% 55 END K 31/2 .... 4% 5% 613(8 7%, 10 12% 14% 16.45 18.80 20.92 23.06 27.32 33.40 39.70 46.50 52.40 59% 65% L 2% .... 3% 4 3% 4 4 4 4 4 4 4 4 5 5 5 S% 6% 5% 5% SCREW END M 53/4 5% I 7% 7% 10% 10% ........ ........ .___ - ........ ........ ........ ........ ........ ........ N 10% I21% 14% 17 19% 20% 25% 297% 33K, 39 41 47 52 58 ........ ...... .. ........ ...... .. ........ ........ COMMON N1 , ........ I7% 21% 26 29% ...... .. .......I ........ I ... .... ........ ........ ........ O 11% 12 17 19% 21% 25 31% 37% 43% 503/4 S6% 63% 71 81 ........ ........ ........ ........ ........ ........ DIMEN- P 13% 15 07% 24% 27% 32 40% 48% 573% 66 73% 83% 92% 107 ........ .. . . . . .. ........ ........ ........ ........ Q 5% 47, 6% 7% 8% 91, 10% II% 12% 131/4 16% 16% 165% 203, 26Y 29% 31% 40 47% 53% SIONS R 6N, 6 8 9% II% 12% 15% 177% 2012 233, 2S 283/2 321/4 3B% 46% SS 59% 71 79 86 S 6 8 8 10 10 12 14 IB 18 20 20 20 24 24 ........ ........ ........ ........ ........ .... . T ........ ........ ........ 212 ........ 2'2 212 2Yr 212 312 312 3Y, 312 312 4 4 ........ ........ ........ ........ MECHANI- U ........ ........ ........ 4.91 ........ 7.01 911 1122 13.30 15.44 17.54 19.64 21.74 25.94 32.17 38.47 -------- ........ ........ ........ V ........ 9% ........ II 13% 1513(8 177% 201/2 22% 25 27Y, 313(, 39% 46 ........ ........ ........ ........ CAL JOINT W Bolf Circle 7Y ........ 9% 113, 14 16% 183, 21 2311, 2512 30 367, 43,, ........ ........ ........ ........ X ........ 9% . --- ION 11% 12 13% 171, 21% 22% 24 26% 32 33 _ ...... .... .... .... ...... END Y ........I ......_ ........ ........ ........ ........ ........ .8..... ........ 21% -------- 24 2612 32 33 NB No. Bolts 4 ........ 6 6 8 10 12 12 14 16 20 24 ........ ........ ........ ........ DB Dia. Bolts % '---- % % % % % % % Y4 Y4 1 1 ........ ........ ........ ........ Number turns to open without 5 6 7 10 11 21 27 34 40 46 52 S9 65 77 ........ ........ ........ ._..... -------- ._ - - - -- gearing .............. RENSSELAER *.. ORDERIA DIRECTIONS DIRECTIONS FOR ORDERING WHEN ORDERING VALVES, THE FOLLOWING INFORMATION SHOULD BE GIVEN TO INSURE PROMPT AND CORRECT HANDLING OF ORDERS 1. QUANTITY of valves. 2. SIZE of valves. 3. LIST number of valve or figure number; refer to working pressures. 4. TYPE of valve —Non- Rising Stem or Outside Screw and Yoke, Hydraulic, etc. S. PRESSURE — Service pressure for which valve is to be used in pounds or feet of head. 6. SERVICE for which valve is to be used — water, oil or gas. 7. MATERIAL from which valve is to be made including trim, such as seat rings, stem, gates, iron body bronze mounted. 8. END TYPE —State whether hub or bell end, flange, universal, screw, etc. 9. POSITION in which valves are to operate if other than vertical, such as flat in vertical pipe, horizontal in horizontal pipe. State direction of flow in relation to valve position. lo. OPENING DIRECTION — State whether valves are to open by turning handwheel or wrench nut to the right clockwise. , or to the left counter - clockwise u to open. 11. FLANGES are normally supplied to American Standards — 125 -pound Standard, 250 -pound Standard, etc. If special flange, drilling, or fac- ing is required, give diameter of flange, diameter of bolt circle, number and size of bolt holes. State whether bolt holes will straddle center lines, or are to be on center lines. State if flanges are to be left undrilled. 12. GEARING —State whether spur, bevel, or spe- cial gearing is required. 13. HANDWHEEL OR WRENCH NUT —State which shall be supplied; if not specified, a 2 -inch square operating nut will be supplied for hub end valves, a handwheel on flange end valves. If special nut or wheel is desired, specify size. See dimensional sheets for standard diameter handwheels. 14. BY- PASSES —State size required. Standard sizes are listed in dimensional charts. Also state whether operating nut or wheels desired on by -pass. 15. TESTS— Standard testing methods are listed. If any special tests are required, we should be advised. 16. HYDRAULIC cylinder operation. Specify maximum pressure or head against gates and minimum pressure to operate cylinder. Iron body bronze lined cylinders will be supplied unless otherwise specified. 17. MOTOR OPERATED— Specify voltage and current, whether A.C. or D.C., cycle and phase. Speed of gate opening desired in inches per minute. List any special features desired for controls. 18. FLOOR STANDS —State whether rising or non - rising stem type desired, distance from cen- ter line of valve to base of stand. If stem guides are desired, give distance from wall to center line of stem. Advise if indicator is desired. Any special features required should be listed. 19. CHECK VALVES —State list and type desired. and end type desired. State whether lever and spring or lever and weight are desired. Special gate and seat ring facings can be provided. DIRECTIONS FOR ORDERING REPAIR PARTS 1. Mention quantity, size, list, type, and opening direction of valve, whether 'O' Ring seal or con- ventional stuffing box. 2. If possible, give date, order, or invoice number of original order. 3. Refer to numbers or letters cast on valve. 4. Give part description. 5. Where parts are not shown, we can furnish prints as an aid to identification. 6. Where description might be inadequate, if pos- sible, send sketch and dimensions. ,AL- •3 RENSSELAER -= . --A. VA&E END TYPES � Fig. HE-2 HUB END VALVES are normally supplied for underground installations such as water, Bell and Spigot pipe lines. Fig. HE -1 FLANGE END VALVES are supplied with 25-, 125-, 250 -pound American Standard Flanges, ac- cording to the pressure range of the valve. They are used for filtration and sewage disposal plants, pumping stations, oil and industrial piping. Their use is recommended where valves are subject to unusual wear, as they may be quickly removed without disrupting the pipe line. Fig. HE -7 SPIGOT END VALVES are available in either double spigot or Hub and Spigot types. They are used for underground installations with Bell and Spigot pipe. Fig. HE -3 SCREW END VALVES are used on smaller pipe lines for industrial, marine, oil, and general service. Fig. HEA UNIVERSAL END VALVES are made with bolting lugs for use with Universal Cast Iron Pipe. Fig. HE G MECHANICAL JOINT END VALVES are built with bolting flanges and ends to fit mechanical joint Cast Iron Pipe. rf- VALVE END 14PES Fig. HE-9 MECHANICAL JOINT and Flange End Valves are normally used with flanged end fire hydrants, or for inter - connecting flanged pipe to mechanical joint pipe lines. Fig. HE -8 HUB AND FLANGE END VALVES are nor- mally used with flanged end fire hydrants, or for inter- connecting flanged pipe to Bell and Spigot pipe lines. - RENSSELAER Fig. HE -10 RING -TITE JOINT END VALVES — Rensselaer Ring -Tite Gate Valves and Fire Hydrants permit quick and simple installation with Transite Pipe. No special fittings are required and labor cost is low. Ring -Tite Bells provide tight, flexible joints. During assembly, rings are inserted in the grooves, pipe ends are lubricated and the pipe is pulled in— sliding under the rings and slipping along until movement is stopped by shoulders on the pipe. A very simple puller is used and the job is accom- plished quickly and with very little effort. At low pressures, the seal is obtained by radial compression of rubber rings. At higher pressures, rings are wedged in the grooves tighter by the pressure. Ring -tite joint end valves conform to Johns -Man- Ville specifications. VICTAULIC END VALVES (Not illustrated) can be furnished for use with victaulic pipe couplings. DRESSER END VALVES (Not illustrated) can be provided for use with Dresser coupling pipe. LUDLOW & RENSSELAER VALVES & HYDRANTS GATE VALVES • FIRE HYDRANTS • SQUARE BOTTOM VALVES e CHECK VALVES • AIR RELEASE VALVES J T H E L U D L O W V A L V E M A N U F A C T U R I N G CO., I N C . , T R O Y , N . Y . S I N C E 1 8 6 1 O F F I C E S I N P R I N C I P A L C I T I ES Primed In V 5 A 2000 — 1960 R.A.P. MAW' - t, .. I 199 fMf ti I : . , N� V 4 4 o # I I Epco I HIV JALEb. I rqu. ♦ 3- U-1 Stt K I I I AVIEN tj E • GLIEVIELAN U. um i u 441(/7 • I LLEPHON L: 3b i - / o iu ♦ Am LA CODE %1( Ails, Amok TECHNICAL SPECIFICATIONS AND PERFORMANCE DATA The chart below was prepared from tests made by a leading independent laboratory. It discloses the fact that EPCO lead s• the other makes in balanced design, dielectric performance and standard physical specifications. Other manufacturers with a score of only 71% and under are decisively below respectful specifications. With EPCO's balanced adherence to specifi- cations, you can meet your plumbing code requirements safely and economically. Tested by U.S. Testing Co., Inc. Report No. 51432, dated February 13, 1959. Tests were made on 3/4' fittings purchased on the open market of known manufacturers at the time of this test. The flange type union was not included in this test in order to keep results comparable. DIELECTRIC UNIONS MANUFACTURED BY ECOFF PRODUCTS CO., INC., ARE METAL CONNECTIONS ON BOTH ENDS OF UNION Manufacturer Dielectric unions are metal connec- A tions on both ends of union. Manufacturer Dielectric unions are Nylon connection B on one end of union and metal con- nection other end. Manufacturer Dielectric unions are Nylon connection C on one end of union and metal con- nection on other end. • Manufacturer Dielectric coupling is Nylon connection D on both ends of coupling. Manufacturer Dielectric unions are metal connec- E tions on both ends of union. Manufacturer Dielectric unions are metal connec -• F tions on both ends of union. Manufacturer Dielectric coupling is Nylon connec- G tion on both ends of coupling. Does " Does Does Does Don Does Fitting mowAach"m Mad Carpal Ultimde Tensile Bursting or Zinc Plating Have daskd Valve ;Voltage Strength LeakpteCOnatruNion Retainer Breakdown. Pressure, Most of For Proper Meet Meat Rated Standards Meat TO . lautate,d Pipe Control of Maximum Meet 258 Pounds for Similar Minimum Prevent Total fangs Galvanic Rebcniromad Federal Per Square Fittings Such Federal Closing of Score M Corrosion Not t1 Protect Specification Inch as ASA$816.8 Specification Aperture Ce,c�d Galvanic to Enrcead Dry Linn WW -11- 531 -A at Fsur to One of American of of Union Corrosion 1% of Short Such as Safety Society of I&M Ina. After Circuit Cunord or Air Factor Mach. Eng. Assembly � 8 Manufacture YES !TIMES 50% YES 50% 20% YES 7 OUT OF 7 EPCOOVER OVER OVER OVER 100% 8 MaaWachiro YES TIMES 30% YES UNDER UNDER NO 4 OUT OF 7 A OVER OVER 40% 40% 57% 20 Mundaxurro YES ;TIMES UNDER NO 0% 3DD% NO 4 OUT OF 7 • 'OVER 70% OVER OVER 57% i 8 ; rlYrrndrn YES ., TIMES UNDER YES 5% UNDER NO 4 OUT OF 7 G ;OVER 50% OVER 40% DOE Do Ma1lMadnn YES IMES UNDER YES NOT UNDER NOTS 3 OUT OF S D OVER 75% APPLY 60% APPLY 60% 7 YES inmEB UNDER YES UNDER UNDER NO 3 OUT OF 7 • ' i :orot 30% 10% 50% 43% 6 MaMtiarara YES TIMES UNDER YES 8% 30D% NO 5 OUT OF 7 F (OVER 45% OVER OVER 71% 5 DOES DOES MlrjrcfaaMaa YEi LIMES UNDER NO NOT UNDER NOT 2 OUT OF 5 e MOVER 40% APPLY 60% APPLY 40% Tested by U.S. Testing Co., Inc. Report No. 51432, dated February 13, 1959. Tests were made on 3/4' fittings purchased on the open market of known manufacturers at the time of this test. The flange type union was not included in this test in order to keep results comparable. DIELECTRIC UNIONS MANUFACTURED BY ECOFF PRODUCTS CO., INC., ARE METAL CONNECTIONS ON BOTH ENDS OF UNION Manufacturer Dielectric unions are metal connec- A tions on both ends of union. Manufacturer Dielectric unions are Nylon connection B on one end of union and metal con- nection other end. Manufacturer Dielectric unions are Nylon connection C on one end of union and metal con- nection on other end. • Manufacturer Dielectric coupling is Nylon connection D on both ends of coupling. Manufacturer Dielectric unions are metal connec- E tions on both ends of union. Manufacturer Dielectric unions are metal connec -• F tions on both ends of union. Manufacturer Dielectric coupling is Nylon connec- G tion on both ends of coupling. PERTINENT ADDITIONAL INFORMATION FOR TECHNICAL SPECIFICATIONS • It is the electrical current generated between dissimilar metals that are in direct contact in a plumbing system which causes destructive corrosion, not to be confused with chemical corrosion, which also exists. In order to GALVANIC successfully combat the galvanic corrosion, the metal parts must be separated in such a way that the electrical current is below 1% of the CORROSION galvanic current which would exist with metal -to -metal contact. This is the function of the dielectric (insulated) union differentiating it from the standard union or pipe fitting. However, the dielectric union must still meet the requirements of standard pipe fittings. It is desirable that the dielectric union have sufficient electrical insulation to prevent high voltage breakdown when used in dry lines, such as air or gases. In this case the dielectric union isolates, electrically, one part of HIGH VOLTAGE the piping system from the other. Successful electrical isolation depends BREAKDOWN on creating a "wall" of electrical insulation that will stop the largest voltage likely to be encountered at the point of the dielectric union. Since voltage encountered is usually in the range of 220 volts or less, the insulation should withstand this plus a safety factor or a minimum of 600 volts. The tensile strength is measured in pounds of stress or (pull) that pipes or pipe fittings will withstand before leakage or breakage occur. It is ex- TENSILE tremely important that dielectric fittings also meet this requirement as STRENGTH they are subject to the same stress. Requirements for tensile strength of • pipe fittings are found in Federal Specifications, Specifications and Codes for the Plumbing Industry and Engineering Specifications. The pressure that pipe and pipe fittings will safety stand without bursting BURSTING OR or leaking is measured in pounds per square inch of internal pressure. This LEAKAGE PRESSURE value has been standardized in the plumbing industry into groups such as 125 pounds, 250 pounds, 300 pounds and so on. The American Society of Mechanical Engineers have established proper dimensional characteristics for pipe fittings along with other factors. CONSTRUCTION These are published and considered proper standards throughout the industry. It is important that dielectric pipe fittings meet these standards also. The plating is important to protect the exposed surfaces from rusting. PLATING Federal Specifications are recognized as proper standards for this pro- tective coating. In order to prevent the restriction of flow through the union after assembly, GASKET it is necessary to prevent the gasket from squeezing into the internal RETAINER opening. This is an exclusive design of EPCO DIELECTRIC UNIONS as shown in the cross section diagrams on Page 4. All� TOTAL SCORE EPCO DIELECTRIC UNIONS rate above all others by a wide margin. EPCO SALES, INC. 3204 Sackett Avenue • Cleveland, Ohio 44109 INSTRUMENT TEST DISCLOSES HARMFUL ELECTRIC CURRENT ACTION IN PLUMBING SYSTEMS The instrument reading in the photograph to right, graphically illustrates the destructive strength of elec- trolysis and galvanic action in plumbing. A reading of 250 micro - amperes was obtained from a small gal- vanized tank, about three feet of copper tubing, and cold water; hot water would more than double the current generated. Also electrical destructiveness would increase according to the complication of the plumbing installation. In addition to destructive electrical current generated through plumbing connections of dissimilar metals, electrolytic corrosive action is increased by the pick- up of stray electrical currents from power lines, ground wires, electrical appliances and similar sources. One ampere of current can dissolve nearly twenty pounds of iron in one year, as pointed out by Dr. frank N. Speller in his book, "Corrosion Causes and Prevention." 9, CROSS SECTION DIAGRAM SHOWS DIELECTRIC Insulators) THAT REDUCES COPPIM O TOR DIELECTRIC (INSULATORS) ELECTROLYSIS COPPER S. J. CONNECTOR MACNNK TAPKIM PIPE THOMAOS i SCALE DRAWNN 4 TAPERED PIPE THREADS u • We EPCO° DIELECTRIC UNIONS ARE LABORATORY TESTED is VOLTAGE AND MICRO -AMP TESTING EQUIPMENT • • EPCO Dielectric Pipe Fittings are also tested in many other ways to meet federal and standard specifications applicable to pipe fittings. Carefully controlled manufacturing and testing provide Dielectric Pipe Fittings that are superior in quality with balanced design. PRESSURE TESTING 5 EPCW' DIELECTRIC HANGER CONNECTOR MODEL 38 -S The new EPCO Dielectric Hanger Connector features a unique design concept that combines strength with safety. Heavy objects can be supported with no danger of electrical grounding. As shown in the illustration at right, direct metal -to- metal contact between the threaded shaft and chuck is avoided by an insulating bushing sealed in the steel body. The strength factor of the connector is in no way impaired. Although typical applications include use with Con- duit, Buss Duct, Pipe, Trolleys, Space Heater Sup- ports, etc., there are many other uses for this new EPCO Connector. EPCO Dielectric Hanger Connectors are available from your wholesaler. RATINGS 600 Volts -5 to 1 safety factor. Ultimate load -250 P.S.I. with safety factor of 20 to 1 HEAT FACTOR 300 °F 24 Hours 275 °F Indefinitely TYPICAL APPLICATION • r. T. 'iv r1DE4..l8.: ' •'tiir�canwiy� ., 1 a ThPa�l y VAN Y Tpr st. T 1 MODEL 36.4. ACTUAL Sire PATENT PENOWS EPCO® DIELECTRIC UNIONS • • • MODEL FX Female iron pipe thread to copper solder joint AvcO e ¢rtuMO�° SIZES 1/2 ". W. 1 ". 11/4". 11/2". 2" MODEL FB Male iron pipe thread to copper solder joint SPCO SIZES 1 /2 ". 3/4" MODEL EA MODEL FXS "emale iron pipe thread to Female brass pipe thread to female brass pipe thread copper solder joint SIZES 1/2", 3/4" 1 ", 11/4" 1'h° 2" MODEL HA -B Female iron pipe thread to fe- male iron pipe thread, black SIZES 1/2 ", 3/4" 1 ". 11/4n, 1l /2n 20 SIZES 1/2 ", 3/4", 1n MODEL HA -G Female iron pipe thread to female iron pipe thread, galvanized SIZES 1 /2", 3/4" 1 ". 11/4" 11/2„ 2" APPLICATIONS Use EPCO dielectric unions wherever dissimilar metals occur in piping and plumbing systems or where an electrically insulated connection is required, such as Water Storage Tanks ■ Gas Piping ■ Air Conditioning ■ Water Conditioners ■ Oil Piping ■ Plating Tanks ■ Water Pumps and Steam Lines. PRESSURE RATINGS EPCO dielectric unions -250 pounds per square inch. EPCO cast iron flange unions -175 pounds per square inch. GASKETS EPCONITE* #2 —For water and air only ■ maximum temperature 210 °F. EPCONITE #3 —For natural gas ■ propane ■ freon ■ gasoline ■ kerosene ■ mineral and vegetable oils ■ beer ■ maximum temperature 200 °F. EPCONITE #5 STEAM (additional cost) 2860-54 P.S.I. INDEFINITE 2990-66 P.S.I. TEN MINUTE LIMIT 7 EPCO®R DIELECTRIC UNIONS REDUCING MODELS MODEL FXC Female iron pipe thread to reduced copper solder joint SIZES 1 /2n to 3/81, 3/4" to 1 /2r 1" to 3/6" MODEL EAC Female iron pipe thread to reduced female brass pipe thread 911(IIIII1110' �. r'Illlllliflll Im�l� SIZES 3/4' t0 1/2", 1'r to 3/', 11/4' to P 11/2" t0 11/4', 2'r t0 11/2' MODEL FBC Male iron pipe thread to reduced copper solder joint �N EPC O SIZES 3/4r tO 1 /2r MODEL FXCC Female iron pipe thread to double reduced copper solder joint -� EPCO +imu.e +• II II SIZES 3/4, to 3 /811 MODEL EBC Male iron pipe thread to reduced female brass pipe thread EPCO m41JOS> SIZES 3/4" t0 1/2" MODEL FXCS Female brass pipe thread to reduced copper solder joint EpCO wro[unes° SIZES 1/2" to 3 /Br, 3 /4r t01/2' 1"toW MODEL HAC Female iron pipe thread to reduced female Iron pipe thread "Pco 4�vttu�o +° III, I� SIZES 3 /4" to 1/2" 1" to 3/4', 11 /4" to V. 11/2' to 11/4" 2" to 11/2" EPCO Dielectric (insulated) Pipe Fittings are specified or recom- mended by leading water heater manufacturers, architects, engineers, plumbers, contractors and FHA codes because they assure... ■ SUPERIOR DIELECTRIC STRENGTH ■ BALANCED DESIGN ■ HIGH QUALITY MATERIALS ■ SKILLED WORKMANSHIP ■ HIGH EFFICIENCY PERFORMANCE ■ MEETING THE PROPER SPECIFICATIONS All standard sizes are cata- loged. Other sizes and models are available, and we solicit your special requirements. a • A • EPCO® DIELECTRIC FLANGE UNIONS MODEL GX Iron pipe thread to copper solder joint �� SIZES 1' /z" 2 ' 2' /2" 3", 3' /2 4" 5 ", 6 ", 8 ", 10 ", 12" 10= MODEL GA Iron pipe thread to brass pipe thread SIZES 1' /z" 2 ", 21/2", 3 ", 31/z ", 4 ", 5 ", 6 ", 8 ", 10 ", 12" MODEL GH Iron pipe thread to iron pipe thread SIZES 11h" 2 ", 2' /z" 3 ", 31/2 ", 4 ". 5 ". 6 ". 8 ". 10 ". 12" MODEL GXX Copper solder joint to copper solder joint SIZES 1'12'. 2 21 /2", 3 ", 31 /2", 4 ", 5 ", 6 ", 8 ", 10 ", 12" MODEL X (COMPANIONS) Brass half union, with bolt insulators, dielectric gasket, bolts and nuts. ASA B 16.1 SOLDER JOINT NOW PIPE SIZE DIA. OF FLANGE THICK- NESS OF FLANGE DIA. OF BOLT CIRCLE NO. OF BOLTS DIA. OF BOLTS DIA. OF BOLT HOLES LENGTH OF BOLTS 11/2 5 '/16 3 %8 4 '/2 % 2 2 6 '/2 4% 4 5/8 3/4 21/4 21/2 7 1/2 51/2 4 5/8 3/4 21/2 3 71/2 1/2 6 4 5/8 3/4 21/2 31/2 81/2 5/S 7 8 5/8 3/4 23/4 4 9 % 71/2 8 5/6 3/4 3 5 10 3/4 81/2 8 3/4 78 3 6 11 %8 91/2 8 3/4 % 31/4 8 131/2 15/16 113/4 8 3/4 % 31/2 10 16 1 141/4 12 318 1 33/4 0 1 , r • `1 i6 i.: ,i F 4/N` Fi Ix vY. . P.2 • a f� •hh, WHEN ORDERING specify size and model. Stock sizes 1 /z" through 6 ". Over 70 sizes and models to fit your requirements. • THE QUALITY AND BALANCED DESIGN OF EPCO DIELECTRIC UNIONS ASSURE UNEQUALED PERFORMANCE. 10 link Ask EPCO`R' DIELECTRIC UNIONS... IN THE FOLLOWING SIZES AND MODELS ARE PACKED 12 TO A TRAY ■ SEALED WITH POLY -FILM • ■ LABELED FOR QUICK HANDLING AND SHELF STORAGE 1 /2 FX 1 /z° FXC 1 /z" FXS 1 /z° EA 1 12° HA 3 /a" FX ' % 3/4" FXC 3/a" FXS 3 /a" EA 3 /a° HA FXCS 1" FX 3/2" FXCS 1" FXS 3 /a" EAC 3/4' HAC 1 , r • `1 i6 i.: ,i F 4/N` Fi Ix vY. . P.2 • a f� •hh, WHEN ORDERING specify size and model. Stock sizes 1 /z" through 6 ". Over 70 sizes and models to fit your requirements. • THE QUALITY AND BALANCED DESIGN OF EPCO DIELECTRIC UNIONS ASSURE UNEQUALED PERFORMANCE. 10 Ll • Q U0 W IL LO m H Ly O Q O W a o gz LLI a D_4- o C�p Gn W ui N �1c ? � W Z N NW� - - $.: %. O H I O z - 00 w ZOz ~O o CL cc 0 0=. �* to _ W d' '•: J m z U. Z a Ix LLI LLI J f 00 uj Ui La n- - N ice`•., -< O Oz Z O2 X n_ 11 a ri W N w 0 O U a w tr Q O ko m INSTAUJ,TIONSr FROM THE- NILES HILTON HOTEL IN EGYPT TO THE ARMY ' 44 THE PHIUPPINES x,t. .... TO M CIA[ HOTELS 'Awls Asps Tom ..�3>• _6y .htarg Bbmlylram, AAtama Bevwiy4f mn. Las Aog&os, CaMlkeila Consumer rom or 'a unlit Co., ■escrn, North Wellsa Emerald Bead He Wood, rlriU r` CapskmYtw ►ester Co., Samford, Connecticut Holiday 1". LArajrN, MAmlas 2 C&sBS&esN m t7►. Praca Clq, Oklahoma Hlles•xHOn, Lira, Elm ' saw a mm" Qe.. Les Hail. rlrdMa Twin Towers, Lincoln, Nebraska Gs l.w. Itlagara calla, Nsr York 1 Bahial>Dr a Go., tlld Hickory, Twneaew + t L,Br/�t a a Ce:. A8lrrwnWlo. Tonneewe . t L tlrltitt a i Cs.. Ya&s*Ouse o.lawan . owe Ce.. Beeess, MassaeArsexs HOUSING .' HaAts Yes CerF Raw" N,'Mienigan Ikkt�sd tl jrf Co., Som /kid. CoswMlcut Americus Housing, Yaoes; "a � xBYMa.rlr /. Qkb Attalla Housft Pryw4 Al". b .M _ ,I IiBStled a t Co., Stea and, Connecticut Aurora Rardesa. Alden, lsUklass ': +/ Low, Henry City. Me. Bainbridge xouWg, t• gk..tlen. Boleti . xxns Caller xmrowg eject.. ►wlL M Y Kansas Gin GYO, Barde pk u d. Gode Hou M1O.k wa 1�r- . lrdiia a w . sA :a � Ablest. ""me" Co~ "Mai" rrateek } C$. 111111 Capone" x &rung Prq&sM, MalYrry tls�0 tlgts"I kohl, Hank Corkgsk CaPekwt xosMa. Pert ord. ABbrwln ; . . A$4sbND LOes. x_ C Carries Mod.a Jeffry Mr. p&w ie►aq , .. Cs. gratis. Tmmskwe 4y tgBgadayl{a "*a Ode AAperlimu � JWS&Sbdhk Ark�jeptee�sa �8 A BraMwBla. Ness l.jrdMa LOW m Masai[ � imNi ltYy. bgl t Les Gaut Bejck. yMrldj 11(<Aarm. Mardo McComb Heap ProhkA McCaw►.! I&m vow lards llkars k mores&. Be�sk1�, per tort haq&s& Mg1�a��Bralkkl1rg�probow Nojd. rlr+g. a MkatM HMrtty, Tdp&t&. ;s11s i . =` MUNICIPAHTIFS 1 -) Nk� { ;a S:liy�ll BasMegsym"0 by it Tdt0Mo6,�gTgrd�tdpert,alw" r.&sgs �,- , .: ••.• . .� -: wear Wrd g�hrrag pwpJ fls�iO4�IrMMgs ". �' . M de '11w�i0 1 Lwl rb'MrMarf BNn&srm% net. r ua1U0 tBrMa Im Have brk, AA��ftrrwo Waldo. MlawsA �c4 �sg c �r rr r• r - 1� M de '11w�i0 1 Lwl rb'MrMarf BNn&srm% net. r ua1U0 tBrMa Im Have brk, AA��ftrrwo Waldo. MlawsA lr /fan �c4 �sg c lr /fan G�� l/ U MALONEY FLANGE INSULATION USES • To eliminate stray electric currents in piping • To isolate cathodically protected lines • To sectionalize piping systems • To increase effectiveness of cathodic protec- tion • To prevent electrolytic corrosion of well casing • Effective as a positive pressure seal FEATURES Sustained High Insulating Value Materials used in Maloney flange insulation are chemically stable, they have high dielectric strength and comparatively low water absorption. The high insulation properties are maintained. Good Mechanical Properties Gaskets and insulating washers in Maloney flange insulation have high compressive and flexural strength. They are not subject to dis- tortion under sustained loading. Micarta insulat- ing sleeves are resistant to distortion under stress. The stiffness of plastic sleeves is con- trolled to secure compressive strength while avoiding brittleness. Durability Electrical and mechanical properties of Maloney flange insulation are maintained in spite of weathering, burial or exposure to hydrocarbons and salt water. Ease of Installation Components are accurately fabricated for easy assembly. Insulating tubes are easily inserted without damage in the limited space in bolt holes. Installation is especially simple when in- tegral sleeves and washers are used. Economy Efficient, large quantity production cost savings are passed on to the user. The selection of Maloney Econoset insulation results in the most economical installation consistent with quality. TWO LINES Maloney "Standard" flange insulation conforms to strictest purchaser specifications concern- ing composition, electrical and mechanical properties. Maloney " Econoset" flange insulation has sustained high dielectric strength and good me- chanical properties. Its cost is less than that of the Maloney "Standard" flange insulation. P • Flange insulation consisting of Type F Micarta gasket, Micarta sleeves and washers. r • Flange insulation consisting of Type E Micarta gasket with Polyethylene sleeves and Micarta washers. PACKAGING Maloney flange insulation is packaged with a complete set for one flanged joint in an in- dividual box. A set consists of a central in- sulating gasket, with an insulating sleeve, in- sulating washer and flat metal washer for each flange stud. (One type of sleeve is molded integral with the insulating washer.) r, L� LJ 9 0 0 MALONEY "STANDARD" FLANGE INSULATION FLAT CENTRAL GASKETS For raised face flanges, the central gasket is made from a flat sheet of medium weave fabric base, laminated thermo - setting p enolic, eefirig military specification Mil -P- 15035 -1713G. For superior sealing qualities, the phenolic gas- ket with a neoprene coating on each face is available as an alternate to the plain phenolic gasket. With neoprene coating the recommend- ed maximum temperature is 175`F. Typical Properties of Maloney Standard Flat Phenolic Gaskets* Property ASTM 1.30 Water absorption, % ......... Method 2.0 Weight, lb/cu. in. ..... ....... D- 638 -52T .048 Hardness, Rockwell "M" D -785 103 Water absorption, % .. D -570 0.80 Tensile strength, with grain, 638 -58T 20 psi ............ ................. D -638 13,000 Compressive strength, flatwise, 746 -57T < -180 psi ..... .... ...... 1.._.. D -695 39,000 Flexural, flatwise with grain, 68 psi ......... ...... ............... D -790 22,000 Impact, edgewise with grain D -258 -A 3.0 Shear, flatwise, psi ...... D -732 10,000 Dielectric str. t /s" thick perpendicular, VPM ... .... D -229 220 Max. operating temperature 225 °F OVAL CENTRAL GASKETS For ring type joint flanges, the Type D, oval central gasket is medium weave fabric rein- forced, thermo- setting phenolic, finish molded to ASA gasket dimensions. Properties are simi- lar to those of Maloney phenolic flat central gaskets. INSULATING SLEEVES A choice of either Micarta or Polyethylene sleeves is available. MICARTA SLEEVES Micarta sleeves are strong and resistant to de- formation. They are made of NEMA grade LE, cotton fabric base, laminated thermo- setting phenolic. Typical Properties of Micarta Sleeves* Property ASTM Method Specific gravity . ....... -.. __.. ASTM 1.30 Water absorption, % ......... D -570 2.0 Tensile strength, psi ....... D- 638 -52T 8,000 Compressive .strength, psi D -348 24,000 Dielectric strength, VPM . D -348 140 POLYETHYLENE SLEEVES Maloney extruded Polyethylene sleeves are flexi- ble and tough and they have unusually low moisture permeability and absorption. Typical Properties* Property ASTM Method Density, gm /cc __ . ............ D-1505=57T 0.960 Tensile strength, 20 in. /min., psi --- - - -- - -- --------- - - -- - ... D-638-58T 4400 Elongation, % .._ ... ..........D- 638 -58T 20 Impact strength, ft. lb. /in. _D- 256 -56 2.5 Brittleness temperature, °F..D- 746 -57T < -180 Stiffness, psi ...... .__ -. __.. .... D- 747 -58T 150,000 Hardness, Shore D .............. 68 Max. operating temp., OF __ 150 INSULATING WASHERS Flat insulating washers, to be placed on the studs between the flange face and flat steel washers, are punched from t/e" thick sheets of fabric reinforced, laminated thermo- setting phe- nolic. Properties are the same as listed for flat phenolic gaskets. *These values are representative of those under standard ASTM conditions and should not be used to design parts which function under different conditions. Since they are average values they should not be used for design specifications. 0 MALONEY "ECONOSET" FLANGE INSULATION PHENOLIC FLAT CENTRAL GASKETS For raised face flanges, the central gasket is made from a flat sheet of paper laminated, thermo- setting molded phenolic. As an alter- nate for superior sealing qualities, the phenolic gasket is available with neoprene coating on each face. When neoprene coated the recom- mended maximum working temperature is 175 °F. Typical Properties of Econoset Phenolic Gaskets* Property ASTM Method Weight, lb./cu. in........ .051 Water Tenslestrengthwithgrr D -785 107 ain, 0 psi ..... ............................... D-638 16,000 if 40* Compressive, flatwise, psi.... D- 695 36,000 O xural, flatwise, with I ain, psi ......... ................ D -790 24,000 Impact, edgewise, with grain ............. .................. D -258 -A 1.10 Flange insulation set consisting of Type E phenolic gasket, integral Dielectric strer�th, VPM ...... D -229 400 sleeves and washers and flat washers. Max. operatlndtemp..... ...... 225 °F O O O I O O O Insulated joint using Type E cen- O O tral gasket, with one integral in- O sulating sleeve and washer and one steel washer per stud. *These values are representative of those under standard ASTM conditions and should not be used to design parts which function under different conditions. Since they are average values they should not be used for design specifications. ASBESTOS FLAT CENTRAL GASKETS Maloney flaggqqqq"gaskets of high dielectric strength asbestos shet, t /e" thick are available for use at temperat res above those recommended for phenolic g skets. trade JM -71 asbestos ma- terial is fu fished as Standard. Other asbestos grades can be furnishd upon request accord- ing to de red engineering specifications. OVAL CENTRAL GASKETS For ring type joint flanges, the same Type D oval gaskets are furnished for both Standard and Econoset insulation. PLASTIC INTEGRAL SLEEVES AND WASHERS Maloney integral insulating sleeves and wash- ers are injection molded of Ethylcellulose plas- tic. They have permanently high resistivity. They are easily installed without cracking or break- ing due to their resiliency. There are fewer parts to handle and less possibility of in- correct installation with integral sleeves and washers. The sleeve has full %," wall and the washer is over t/g" thick. Integral sleeves • • 0 E 0 Is MALONEY "ECONOSET" FLANGE INSULATION and washers are available for bolt sizes 1/2" through 11/4 ". Sleeve length is the thickness of one flange. Normally one integral sleeve and washer and one flat steel washer are fur- nished for each stud, but a double number can be furnished if the user desires to insulate both flanges from the studs. Typical Properties of Integral Sleeves and Washers* Property ASTM Method Flexural yield strength, 73 °F, psi ....................... D -790 13,000 Compressive stress ......... D -695 1% deformation, psi .. 4500 10% deformation, psi ...... 16,000 ; Deformation under load, 2000 psi at 122°F, % ...... D -621 1.0. Water absorption, % ........... D -570 0.25 Dielectric constant ................. D -150 3.7 - 3.8 MYLAR ** INSULATING SLEEVES Maloney Mylar** insulating sleeves have very high dielectric strength and ektremely high tensile strength. Made of multiple layers of Mylar** polyester film, spirally wound, they are flexible and will not become brittle' with age. Mylar** insulating sleeves with phenolic in- sulating washers can be specified for nll bolt sizes and are used with flange studs larger than 11/4" and as an alternate to molded .plas- tic integral sleeves and washers for studs 1V4" and smaller. Insulation set consisting of Type E Neoprene faced central gasket, Mylar ** insulating sleeves, Micarta insulating washers and flat wash- ers. Typical Properties of „ Molar ** Sleeves Property ASTM Insulated joint using Type F Method central gasket, one Mylar ** in- Tensile strength at 25 °C D -828 sulating sleeve, one Micarta washer and one steel washer Ultimate, psi . .... . . . . . ...... 25,000 per stud. 5% elongation, psi ... 14,000 Density at 25 °C .............. D -1505 1.395 INSULATING WASHERS Moisture absorption ... D -570 less than 0.8% Flat insulating washers used with Molar ** Dielectricstren strength, g sleeves in Econoset flange insulation are the at 250C --60 cycles .. D -149 7000 same as used in Standard flange insulation and Service temperature ..... — 750Fto300 °F meet military specification Mil -P- 15035 -FBG. *These values are representative of those under standard ASTM conditions and should not be used to design parts which function under different conditions. Since they are average values they should not be used for design specifications. * *Dupont registered trademark 0 0 MALONEY FLANGE INSULATION TWO STYLES OF FLAT CENTRAL GASKETS In either the Standard or Econset line, the purchaser has a choice of two styles of flat central gaskets for raised face flanges. Type E, the preferred style, has the same diameter as the flanges and it is drilled to receive the bolts and sleeves. The Type F gasket cov- ers the raised face of the flange and is cen- tered within the flange bolts. Dimensions of the gaskets are given in the tables. DIMENSIONAL DATA Sleeves of Micarta, Polyethylene or Ethylcellu- lose have a wall thickness of Y,s" so they will fit over standard size studs in flange holes of standard diameter. Upon request, Micarta sleeves with %," wall thickness can be fur- nished which will require the use of studs one size smaller than standard. Mylar sleeves have a wall thickness of .025 ". Sleeve lengths listed in the tables are based on flat central gaskets with one insulating and one steel washer per stud. For oval gaskets or for additional washers, sleeve lengths are changed accordingly. Insulating washers are 1/9" thick, with the inside diameter sized so they will slip over the insulating sleeves. The washer O.D. will fit normal flange facing. The dimensional tables show the range of sizes and ASA classes of Maloney flange in- sulation that is immediately available. Flange insulation of special sizes can be furnished on order. HOW TO ORDER Specify 1. Nominal pipe size — (specify if special ID is required) 2. ASA flange class 3. Standard or Econoset insulation 4. Type central gasket (Oval Type D, flat face Type E or F) 5. Neoprene facing on flat central gasket, if desired Flange insulation with Type E Flat Gasket Flange insulation with Type F Flat Gasket O O O 0 0 0 O Flange insulation \\ J) 6. Type sleeves desired with Type D Oval Gasket 0 • 0 NOMINAL DIMENSIONS- MALONEY FLANGE INSULATION NOG SLEEVES WASHERS GASKETS NR p SLEEVES WASHERS CASKETS SIZ SIZE SIZE OF RAISED FACE "0" flT/ SIZE OF RAISED FACE "D" RTI FLANGE DOLTS I.D. LengN I.D. 0.➢. FLANGE BOLTS I.D. Length I.9. O.D. .S .A. Ping No I.D. "E" O.D. "F" 0.0. A.S.A. Ring No. ASA 150 LB. CLASS ASA 600 LB. CLASS 1 4. % % 1N, X. 1% 1 4'/. 24% R -15 P/4 4- % % 1N, X, 1% 1% 4% 21X, R -17 11/2 a % % 1X. X. 1% 1% 5 3X6 R -19 2 4- % % 11x, 'x. 1N, 2 6 3% R -22 2% 4- V. Y. I % 'N, 1N. 2% 7 4% R -25 3 4- % Y. 2N, %X, 1N, 3 7% 5X, R -29 3f 8- % Y. 2Ne 'N, 1N, 3% 8% 6N6 R -33 1-4 8- % Y. 2Na 'X, 1N, 4 9 6% R -36 3 8- 3/ % 2X6 'N6 1% 5 30 7Xa R -40 6 8- 3/ % 2Na 'N, 1N, 6 11 8X6 R -43 8 8- % /, 24. 'N. 1X6 8 13%3 10'X6 R-48 10 12- 3/. 3/. 2X6 'N. 1% 10 16 13N. R -52 12 12- % 71 2% 'N6 1% 12 19 15% R -56 14 12 -1 1 2'X6 1%, 2 13% 21 175% R -59 16 16 -1 1 3Xa 1N, 2 15% 23% 20X% R -64 18 16-1% 1% 3% 1N, 2N, 17% 25 214, R -68 20 20-1% 1' /e 3Xa 1N, 2N, 19% 27% 23% R -72 24 20-1% 1' /n 3'X6 1N6 1 2X6 23% 32 28X6 i R -76 ASA 300 LB. CLASS 1 4- % % 1.N% 'N6 lx, 1 4% 21N, R -16 1% 4- % % 11X, 'N, 1X6 1% 5% 3,146 R -18 I% 4 -' /a % 1'X6 1X6 1X6 IN 6%% 3Xa R -20 2 8- % % 11X: 'Xa 1N, 2 6% 4N, R -23 2% 8- 3/ % 2Xe 'Ns IN a 2% 7% 41N, R -26 3 8- i4 3/ 2X6 'N% 1Na 3 1 8% 5114, R -31 3% 8- % Y. 2X, 'N, 19, 3!2 9 6,11, R -34 4 8- ii 3/% 2196 % 1X6 4 10 6'N, R -37 5 8- 3// % 2'N. 'N. 1N. 5 11 8X6 R -41 6 12- Y. f 314, 'N, 1X, 6 12% 91X, R -45 8 12- % % 3Xe 'Xa 13/ 8 15 11'N6 R -49 30 16 -1 1 3196 1JS. 2 10 17% 14X6 R -53 12 16 -1'/ 1 }( 4X% 1X6 2Xa 12 20% 16N6 R -57 14 20-1% 1% 44e lx, 2N6 13% 23 18'x, R -61 16 20 -1% 1'/. 4' ?S, 1X, 2N. 15'/. 25% 21X, R -65 18 24-111 1% 4'Xe 1X6 246 17% 28 23X6 R -69 20 24 -1% 1% 5Xa lx, 24, 19% 30% 25Xe R -73 24 24-1'1 1% 51X, 1X6 2% 23Y, 36 30X, R -77 ASA 400 LB. CLASS 1 1% 1% 2 21/ 3 4- % 4- %% 4- %6 8- N 8- 3/4 8- % % Y. % %/% 3/4 3/ 2X. 2X, 2X, 21.% 21% 3Xa % % 'N, % 'X6 'Xa 1% 1X, 1N. 1X. 1X6 1X6 1 1% 1% 2 21/2 3 47/ 5% 6% 61/7 71/, 8' // . 31 3N, 4X, 4% 51X, R -16 R -18 R -20 R -23 R -26 R -31 3%% 8. % Y. 34, 'N, 1% 31/, 9 6N. R -34 4 8- % %% 3N% 'X, 13/ 4 10 6'N, R -37 5 8- Y: N 3% 'N, 1% 5 11 8x6 R -41 6 12- Y. % 31%, 3x% 13/ 6 12%3 9%. R -45 8 12.1 1 4Xa lx% 2 8 15 11'X% R -49 30 1641/. 1% 4% 1N, 2X% 10 17% 131N{ R -53 12 16 -1j 1% 5Xa IN, 274, 12 20% 16X, R-57 14 20.1% I% 54, lx% 24, 13'/. 23 18'X6 R -61 16 20.1?. 1% 5'Na 14, 2,. 15% 25% 20'X, R -65 18 24 -1% l/e 5% 14. 21/ 17% 28 23X, R -69 20 244% 1% 6N, 1X% 2%% 191/ 3O %3 253,'6 R -73 24 24 -1% 1% 6196 1'N% 3X6 23'/. 36 30x% R -77 1 4- % % 2N, 'Ne 1X% 1 4% 2 "" R -16 1'/. 4- % % 2Xe 3Xe 1X6 1% 5% 3Ne R -18 1% 4- ii % 2Na IN. 1Xe 1%3 6% 3Xa R -20 2 8- % % 21X6 'Xa 1N, 2 6% 4x% R -23 2% 8- 334 % 21X% 'N, SNa 2% 7'/, 4'N% R -26 3 8- 3// 33/ 3x, 'N. 14% 3 8'/. 511 R -31 3% 8 -' /e '/e 3X6 IX. 1% 3% 9 6X6 R -34 4 8- % % 3% 'X% 1% 4 1033/ 7X, R -37 5 8 -1 1 4N, 1X, 2 5 13 9N, R -41 6 12 -1 1 43fa 1N, 2 6 14 IOX, R -45 8 124% IN 5X, 1N, 2X6 8 16%3 124, R -49 10 16 -1% 1' /4 5'X6 1%, 2X6 10 20 15%. R -53 12 20 -1% 1' /. 51X, 1X6 2Ne 12 22 17'X6 R -57 14 20.1% 1% 6N, 1X. 21% 13'// 2333/ 19X, R -61 16 20 -1% 1% 61X, 1X, 2% 15% 27 22X, R -65 18 20.1% 1% 7Ne 1'X6 3% 17% 29'3. 23'X, R-69 20 24-1% 1% 71N, 1% 3X, 19% 32 26% R -73 24 24 -1% I% 8'X6 11x6 3% 23% 1 37 30'X, R -77 ASA 900 LB. CLASS 1 4- % V. 2'x6 'N, 1% 1 5% 2% R -16 1% 4- % % 2'X6 'N, 1% 1% 6'/, 3X6 R -18 1% 4 -1 1 3X, 1N, 2 1% 7 3'N, R -20 2 8- % 7e 3% % 13/ 2 8'33 54, R -24 2% 8 -1 1 31X6 1X6 2 21/2 933% 6X6 R -27 3 8- is V. 3'N, 'X, 1'/. 3 9%7 646 R -31 4 8 -1% 1% 4X6 1N. 2N. 4 11'1 7% R -37 5 8-1'/. 1% 4'N. 1N, 2X, 5 13% 9N, R -41 6 12 -1% 1% 5X, 1X, 2N, 6 15 11x, R -45 8 12 -1% 1% 5%X. IN, 2% 8 18% 13% R -49 30 16.1% 1% 6X, 1N, 2%% 10 21% 16%N, R -53 12 20.1% 1% 6% 1N, 2% 12 24 1946 I R -57 14 20.1% 1% 796 1X6 2% 13% 25'/. 20N6 R-62 16 20.1% 1% 7'X6 1'N, 3N, 15'/4 27334 2246 R -66 18 20.1% 13/ 8'X6 11X% 3% 17% 31 241N, R -70 20 20.2 2 9N, 2Xa 33/4 19% 333/4 27X, R -74 24 20 -2' /z 2'. 11'X6 2X6 4% 231/ 41 321X, R -78 ASA 1500 LB. CLASS ASA 2500 LB. CLASS 1 4- Y. % 39e 19, 13/4 1 6'/. 3Xa R -18 1% 4. % % 21, Xe 1X% 1% 1% 6'/. axe R -18 1% 4-1 1 3Xe X6 1IN 2 1% 7 3'N, R -20 2 8. % Ye 31X, 1% 1% 2 8% SN, R -24 2/z 8 -1 1 3'Xe S. 1X6 2 2% 9' /e 6Xe R -27 3 8 -1` /. I% 446 1N, 2N, 3 3011 61146 R -35 4 8 -1'' // 1% 4% 1N, 24, 4 12% 8X, R -39 5 8 -1%3 1% 64, 1N, 2% 5 14'/. 9%Ne R -44 6 12 -1% 1% 7N. 146 2% 6 15% 101%, R -46 8 12 -1% 1% 7%N, 11X6 3N6 8 19 13'N. R -50 30 12 -1% 1 %% 9N. 11x, 3111 30 23 16'x, R -54 12 16.2 2 104, 2Xe 33/ 12 1 26'/, 20X6 R -58 14 16 -2'/, 2% 11X6 2X6 4X6 13'/4 29% 22X. R -63 16 16 -21/1 2% 12X, 2X, 4% 15% 32% 2515. R -67 18 16 -2% 23/ 13N6 2'N% 5X6 17% 36 27X, R -71 20 16 -3 3 14% 3Xa 5% 19% 383: 29X, R -75 24 16 -3% 3% 16'X, 3Ns 1 6% 231/, 46 35x, R -79 ASA 2500 LB. CLASS 1 4- Y. % 39e 19, 13/4 1 6'/. 3Xa R -18 1% 4 -1 1 3'N% 1X% 2 1% 7'/. 3'Xe R -21 1% 4 -1% 1% 4N, 1N. 2N. 1% 8 44e R -23 2 8 -1 1 4'X6 1% 2 2 9% 5Xe R -26 2% 8.1 %% 1% SX, 1N. 2% 2% 30'/. 646 R -28 3 8-1% 1'/. 5'N, 1X, 24e 3 12 7Xe R -32 4 8 -1% 1% 6% IN, 2% 4 14 9Xe R -38 5 84% 1?' 7%X6 11N. 3%. 5 16% 10% R -42 6 8.2 2 93(. 2X, 33/4 6 19 12N. R -47 8 12 -2 2 10% 2%. 331 8 W/4 15x, R -51 10 12 -2% 21/2 13% 2Xs 43N, 10 26% 18X, R -55 12 12 -234 . 2% 15X, 2% SX, 12 30 21X, R -60 1061-965 -2 THA. H. MALONEY COMANY a Division of Helmerich & Payne, Inc. 2301 Texas Ave. — Houston, Texas 77001 P. 0. Box 287 Tel. Area Code 713 — FA 3 -3161 — TWX 713 -571 -1243 Los Angeles 15, California Room 522 Petroleum Bldg. 714 W. Olympic Blvd. Tel. 213- 748 -4009 Telex 06 -74615 Lynn McGuffy Company Shreveport, La. 71102 P. 0. Box 952 Tel. 318- 425 -3466 TWX 318 - 746 -4187 Houston, Tex. 77005 P. 0. Box 25084 Tel. 713-JA 8 -5586 TWX 713- 571 -3083 Baton Rouge, La. P. 0. Box 15321 Tel. 318 - 921 -2362 Corrosion Service, Ltd. Toronto 5, Ontario, Canada 50 Maitland St. Tel. 416 - 925 -5901 Caproco Corrosion Prevention, Ltd. Edmonton, Alberta, Canada 9420 -91st St. Tel. 403 -466 -1167 Eastern Protection Sales Corp. Red Bank, N.J. P. 0. Box 67 Tel. 201 - 842 -3232 Tripco, Inc. Mt. Vernon, 111. 62864 P. 0. Box 872 Tel. 618 - 242 -5836 Vinson Supply Co. Odessa, Tex. P. 0. Box 3629 Tel. 915 -FE 2A351 D. T. O'Connor, Inc. New York 36, N.Y. 500 Fifth Ave. Tel. 212 -BR 9 -2236 DISTRICT SALES OFFICES Tulsa 14, Oklahoma 1574 E. 21st St. Tel. 918 -R 1 2 -5531 Telex 049 -558 Danville, Indiana 46122 P. 0. Box 325 Tel. 317- SH 5 -5770 STOCKING DISTRIBUTORS Midwestern Pipe Line Products Co. Tulsa, Okla. P. 0. Box 1886 Tel. 918-HI 6-6144 Pittsburgh 22, Pa. 1120 Park Bldg. Tel. 412- 391 -3952 Hollis and Company Ft. Smith, Ark. 516 Towson Ave. Tel. 501 -SU 3 -8951 Pipeguard Corporation Atlanta, Georgia 3131 Piedmont Road, N.E. Tel. 404- 237 -1234 Pipeguard Corp. of Texas Houston, Tex. 77014 P. 0. Box 4029 Tel. 713 -CA 2 -9038 The Mau - Sherwood Company Cleveland, Ohio 44113 800 Lime Road Tel. 216 - 861 -4500 Midway Supply Company Jackson, Michigan P. 0. Box 731 Tel. 517 - 782 -0383 Bel -Mac Supply Company Calgary, Alberta, Canada P. 0. Box 338 Tel. 403 -244 -5575 Park City Supply Company Hartford, Conn. P. 0. Box 809 Te I. 203 - 249 -7371 Allentown, Pennsylvania P. 0. Box 713 Tel. 215 -437 -1512 Fournier Rubber & Supply Co. Columbus, Ohio 459 N. High St. Tel. 614 - 221 -4495 General Specialties Company Los Angeles 21, Calif. 765 Kohler St. Tel. 213 - 622 -4176 Albert Pipe & Supply Co. Brooklyn 37, N.Y. 101 Varick Ave. Tel. 212 -HY 7 -4900 Sooner Pipe & Supply Co. Tulsa, Okla. P. 0. Box 1530 Tel. 918 -LU 7 -3391 Aerospace Mechanical Equipment, Inc. Titusville, Florida P. 0. Box 2135 Tel. 305 - 267 -0020 J. R. Brockman Co., Inc. St. Louis 2, Mo. 812 N. First St. Tel. 314 -CH 1 -3685 To the best of our knowledge the information contained herein is accurate. However, F. H. Maloney Co. assumes no liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of the suitability of any information or material for the use contemplated, the manner of use and whether there are any infringements of patents is the sole responsibility of the user. 0 0 1-,k V A ti 014" Eccentri 2 WHAT YOU WILL FIND IN THIS CATALOG Page AdvanLyes'of Eccentric Valves 2 How Eccentric Action works 3 Guide to selection of DsZurik Eccentric Valves 4.5 Series 400 (W-41) valves Cutaway showing design Photos and description Choice of materials Figure No. listing Dimensions 'Sizing information Accessories Valve end connections Serf" 100 (W-n valves Cutaway showing design Photos and description Choice of materials Figure No. listing Dimensions Valve end connections Sizing information Accessories Series 100 (41-36) valves Cutaway showing design Photos and description Choice of materials Figure No. listing Valve and connections Dimensions Worm gear dimensions Accessories Worm gear actuators Sizing Information Throttling data III used In DeZurik valves hrts kkmmcation Now to order D"urlk valves Odw DeZurik valves i 6 7 8 8 8 9 9 9 10 11 12 12 12 12 13 13 14 15 16 16 16 17 17 18 19 20 20 21 22 23 24 0 Only the DeZURIK ECCENTRIC valve offers all these advantages Many types of valves are offered for manual on -off and throttling applications. Each type has certain advantages. The wedge gate valve, for example, offers high capacity, straight- through flow and good shutoff —but only on clear liquids —and it requires many turns to open and close. The lubricated plug valve has the advantage of quarter - turn operation, but it relies on lubrication to provide dead - tight shutoff and ease of operation. This means costly maintenance and the ever - present possibility of leakage and freeze-up. The ball valve eliminates the need for lubrication, but the continuous contact between ball and seat means excessive wear and a short life. And like the lubricated plug, it traps line contents in the plug bore when in the closed position. The globe valve adds one feature that is missing in the other valves we have mentioned: it is an excellent throttling valve. However, it does not work well on slurries and it lacks drip -tight shutoff. One type of valve combines the desirable features of the others —the Eccentric Valve. As pioneered and perfected by DeZurik, the Eccentric Action Valve provides: • High flow capacity • Drip -tight shutoff on all liquids, slurries, or gases • Quarter -turn operation • No lubrication ever and no sliding friction between plug and seat • Easy operation —that stays easy for years • Long life —many thousands of trouble -free cycles • Segmented plug that will not trap solids • Excellent throttling characteristics • u • E • Basically simple design with few parts • Economical price Many of these features are present in the DeZurik valve because of the unique characteristics of DeZurik Eccentric Action. Others can be attributed to other design, material and workmanship features that will be discussed later in this catalog. The DeZurik Eccentric, the most nearly universal valve, is built to be the longest lasting valve. Eccentric Action eliminates much wear - producing friction. Specially devel- oped corrosion - resistant bushings on all ferrous valves assure free turning through long years of service. The proper choice of the wide selection of DeZurik valve materials, plus protective coatings and seating materials, gives the best corrosion resistance possible in any valve today. With DeZurik's standard of workmanship added to the list, it becomes easy to see why the DeZurik eccentric valve has become famous for efficient operation and long life. 10 The famous DeZURIK ECCENTRIC ACTION The DeZurik design matches a single -faced eccentric or cam - shaped plug with an ec- centric raised body seat. With rotary motion only, the plug advances against the seat as it closes. Here's how it works: OPEN —The plug is out of the flow path. There is no bonnet or other cavity to fill with slurry material. Flow is straight - through with minimum pressure drop. CLOSING —At any position between open and closed, the eccentric plug still has not touched the seat. There is no friction to cause wear or binding. Flow is still smooth and straight. Throttling action is excellent on all types of services from slurries to gas. CLOSED —The eccentric plug makes con- tact with the eccentric seat only in the fully closed position. Action is easy, with- out binding or scraping. There is no con- tinual seat wear. The plug is moved firmly into the seat to provide a positive, drip - tight, long- lasting seal. VE • • A GUIDE TO SELECTION OF SERIES 400 VALVES This is an efficient, economical valve for use on 4" and smaller lines carry- ing air, gas, water and other thin liquids. It can be used on some cor- rosive services. Easy, quarter -turn operation gives dead -tight seal. Tamper -proof con- struction makes the Series 400 a safe valve for gas distribution. Series 400 details on pages 6 -9 SERIES 100 VALV The Series 100 Eccentric Val, made in a full range of sizes fror through 36 ". For 1 /Z " -4" applicatic is recommended instead of the S 400 for highly viscous liquids, slu highly abrasive or corrosive sere and high temperature applica, where metal -to -metal seating i quired. In all sizes up to 36" it is an exa valve for many types of service, g the famous DeZurik easy ac quarter -turn operation with d tight shutoff even with solids pre Details on Series 100: 1/2' -3' on Pages 10 -13 4' -36' on Pages 14 -20 4 0 • 0 0 DeZURIK ECCENTRIC VALVES u i SIZE RANGE MATERIALS END CONNECTIONS ACTUATOEJE 1 /z "•4" Semi -steel Screwed Lever Air body, bronze plug Flanged 2" square nut Gas Semi -steel Compression Chain lever Water body, Ni- resist Victaulic Extensions Liquids Plug Bell Floor boxes Bronze body and plug Mechanical Road boxes joint Acid - resisting bronze body and plug Ni- resist body and plug SIZE RANGE MATERIALS CONNECTIONS ACTUATORS SERVICE 1/2 " -36" Semi -steel Screwed Lever Air Bronze Flanged Totally Gases Acid - resisting Victaulic enclosed worm Water bronze Bell Chain lever Thin liquids Ni- resist Mechanical Chain wheel Viscous liquids Aluminum joint Slurries Carbon steel Extensions Stainless steel Road boxes Alloy 20 Cylinder and electric motor Monel actuators (See control valve Nickel bulletin.) Alloy B Alloy C Hard rubber lined Soft rubber lined Plastic lined 0 rig Series 400 Eccentric Valves Bronze, acid - resisting or Ni- resist plug to corrosion Permanently lub corrosion - resistant bushings Semi - steel, bronze, acid - resisting bronze or Ni- resist body to fit the ap- plication IN, Stainless steel spring N Stainless steel snap ring — tamper - proof, can't be removed with ordinary household tools Tough plastic washer Compressible resilient seal permanently molded to plug face 0 -ring seal Eccentric seat plastic coated to resist corrosion • 9 i • 0 0 0 ' /Z"- 4" lever actuated 0 SERIES 6 110 Fig. 425—Flanged connection The "Series 400" DeZurik Eccentric Valve was developed for gas distribution, in -plant service lines, and air - conditioning balancing and shutoff services. It is a more economical valve than the "Series 100" design, yet it sacrifices nothing in the way of quality of manufacture or easy, efficient operation. It is suitable for buried service, offers tamper- proof construction and has the same famous DeZurik Eccentric Action and corrosion - resistant bushings as other DeZurik valves. Fig. 425— Screwed end connection The tamper -proof feature, desirable for gas distribution, is an important added safety factor. The snap ring retainer, although easily removable with the proper tool, cannot be re- moved with ordinary household tools. A lock- ing device is available for gas or other service where unauthorized operation of the valve could be dangerous. The "Series 400" is a compact valve, yet it is made with standard end -to -end or face - to -face dimensions. • Turn page for specifications, sizing information and list of accessories RTig Figure numbers for Series 400 valves SERIES 400 All valves available in 1/2 "through 4" size range E,, Ez� 0 Body material Plug material Bearing bushing material Fig. No. End connections Semi -steel Bronze Bronze Fig. 425 Specify end connections by A — Centerline 1' /A 13116 1'Yi addingcodeletterto Fig. No. 2 2Y/is 2Ya 3'/4 as follows: Semi -steel Ni- resist Stainless steel Fig. 426 S— Screwed Bronze Bronze Bronze Fig. 427 F— Flanged B2—CL to top with lever 3'h 3% 4 D— Compression Acid- resisting Acid - resisting Acid - resisting Fig, 428 B —Bell bronze bronze bronze 41/4 V— Victaulic Ni- resist Ni- resist Stainless steel Fig. 429 M— Mechanical joint D — Face -to -face, flanged 4'/4 4Y6 5 For example, bronze valve 6'h 7 7'h 8 with flanged ends is Fig. E3— Flange thickness 3/4 13/n 3116 427F. All valves in this series have a compressible resi lent seal permanently molded to the plug face. SERIES 400 DIMENSIONS H- ------------- I ___ 1 I 1 1 B1 B3 1 A • J • I /z" %" 1" 11/4" 11/2" 2" 21/2" 3" 4" A — Centerline 1' /A 13116 1'Yi 1' /a 2 2Y/is 2Ya 3'/4 41/4 BI—Centerline to top 2'/s 2Yt6 21/2 233 21/1 33/16 31 41Yi 513//,6 B2—CL to top with lever 3'h 3% 4 43/6 4% 4% 5Y,6 5% 63//4 C — End -to -end, screwed 3'/4 33/4 41/4 43/ 5 5' /z 67/6 7' /2 9'/4 D — Face -to -face, flanged 4'/4 4Y6 5 5'/2 6'h 7 7'h 8 9 E3— Flange thickness 3/4 13/n 3116 '/z Y16 % 'Y16 3/4 1Y16 (semi - steel, Ni- resist) E2 —Flange thickness % 13/m %i6 '/z Y16 % % 3//i 1Y16 (bronze, acid - resisting bronze) H —Lever length 4 4 5 5 6 6 8 10 12 • J • • 0 Series 40'*0 sizing infarmation DeZurik Eccentric Valves have considerably higher flow capacity in the open position than many other types. The information below is provided as a guide in selecting the proper size valves for your application. More detailed engineering and performance information is always available from your DeZurik representative or from the factory. Non -shock WOG working pressure is 175 psi on all materials except bronze. WOG working pressure on bronze is 200 psi. Cv values are an average between flanged and screwed valves, for discharge into conduit rather than into atmosphere. Flanged valves will rate slightly higher, screwed valves slightly lower. As a throttling valve, the Series 400 has characteristics very similar to those given on Page 20 for the Series 100 valve. SERIES 400 ACCESSORIES The following accessories are available for Series 400 valves: Fig. 483— Operating lever Fig. 487 — Adjustable open position stop Ad Fig, 479 — Actuating nut, 2" square Fig. 485 —Tee wrench Fig, 145 —Lever operated floor stand Fig. 466 — Extension assembly stand Fig, 467 —Road box with operating nut at valve Fig. 468 —Road box with operating nut extended to top of box Fig. 469 —Floor box with nut extended to top of box Fig. 483 actuat- ing lever Fig. 526— Locking device on valve (screwed valves only) Fig. 527 — Locking pin (screwed valves only) Fig. 487 adjustable open position stop Fig. 499 — Complete valve for air - conditioning balancing, and drip cap includes 1/8" tap downstream of seat, open posi- tion stop and plastic cap. (Modified Fig. 425) 4D OTHER END CONNECTIONS III I 1/2",2„ 21/2 " 41 COMPRESSION COMPRESSION BELL VICTAULIC MECHANICAL JOINT SERIES 400 Pressure drop Pressure drop Flow as equivalent Flow as equivalent Valve Coefficient length of stand. Valve Coefficient length of stand. size (Cv) steel pipe size (Cv) steel pipe ' /z" 9 1.72 2" 135 4.47 3/4" 22 1.54 21 /z" 180 6.05 1" 35 1.94 3" 270 7.97 11/4' 54 3.54 4" 500 9.70 11 /2" 78 3.50 Non -shock WOG working pressure is 175 psi on all materials except bronze. WOG working pressure on bronze is 200 psi. Cv values are an average between flanged and screwed valves, for discharge into conduit rather than into atmosphere. Flanged valves will rate slightly higher, screwed valves slightly lower. As a throttling valve, the Series 400 has characteristics very similar to those given on Page 20 for the Series 100 valve. SERIES 400 ACCESSORIES The following accessories are available for Series 400 valves: Fig. 483— Operating lever Fig. 487 — Adjustable open position stop Ad Fig, 479 — Actuating nut, 2" square Fig. 485 —Tee wrench Fig, 145 —Lever operated floor stand Fig. 466 — Extension assembly stand Fig, 467 —Road box with operating nut at valve Fig. 468 —Road box with operating nut extended to top of box Fig. 469 —Floor box with nut extended to top of box Fig. 483 actuat- ing lever Fig. 526— Locking device on valve (screwed valves only) Fig. 527 — Locking pin (screwed valves only) Fig. 487 adjustable open position stop Fig. 499 — Complete valve for air - conditioning balancing, and drip cap includes 1/8" tap downstream of seat, open posi- tion stop and plastic cap. (Modified Fig. 425) 4D OTHER END CONNECTIONS III I 1/2",2„ 21/2 " 41 COMPRESSION COMPRESSION BELL VICTAULIC MECHANICAL JOINT SERIES 400 • • (REa, Series 100 Eccentric Valves Rugged screwed bonnet Wide choice of body mate- rials for resistance to most corrosion problems Permanently lubricated, corrosion- resistant bearing bushings in all ferrous valves Adjustable open -close position stop standard on every valve Large port areas— straight- through flow Self- adjusting stem seal Resilient plug facing ' bonded to metal (or metal -to -metal seat) High nickel alloy seat in 3" semi - steel, Ni- resist and ductile iron valves, and 11 /a" and larger carbon steel As shown in the cross - section view, the DeZurik Eccentric plug is sturdily con- structed with a thick resilient compound facing. The combination of a sturdy plug with thick resilient compound insures drip - tight shutoff. 10 • E ' /z' -3" lever operated • 0 Fig. 101 — Screwed end connection Fig. 101 — Flanged connection The Series 100 DeZurik Eccentric Valve offers lasting easy operation with dead -tight shutoff on all types of services. The wide range of ma- terials— almost any castable metal and a variety of plug facing materials —means the Series 100 will resist corrosion in even the most difficult service. The design and construction features shown on the facing page insure smooth operation and long life. The famous DeZurik Eccentric Action (diagrammed on Page 3) prevents binding or seizing — whether the valve is operated many times a day or once every several years. The complete resilient face on the valve plug insures a tight seal on all services, even those with solids present. Like all DeZurik Eccentric Valves, the Series 100 never needs lubrication. It seals tight with- out lubricant or "sealant' and continues to do this for long years of trouble -free service. The outstanding operating characteristics, plus a wide selection of accessories, make this the most versatile and efficient small valve avail- able today. Full specifications, sizing information and accessory list on following pages :S 11 0 0 Figure numbers for L '/z " -3" Series 100 valves All manual valves in this size range have non - removable levers as standard. For removable levers see Page 13. SERIES 100 Material Size range Fig. No. with resilient face Fig. No. with metal - to -metal seat End connections Semi -steel 1/z" -3" Fig. 101 Fig. 102 A— Centerline to bottom Bronze ' /z" -3" Fig. 103 Fig. 104 Specify end connections by adding code letter to Fig. No. _Xc_Rrresisring _ bronze 1/2 "-3" Fig. 105 Fig. 106 as follows: Ni- resist 1/2 " -3" Fig - 107 Fig. 108 % Aluminum 1/2" -3" Fig. 109 Fig. 110 3% Carbon steel 1/2" -3" Fig. 111 Fig. 112 _S—Screwed F— Flange` Carbon steel B —Bell (stainless plug) 1/2 ° -3" — Fig. 334 V— Victaulic Stainless steel 1/211-3" Fig. 113 Fig. 114 aluminum M— Mechanical joint All 4� /a 4'% 43% 7 (Specify Monel, Al Alloy 20, 8 1)2— Face -to -face bronze, acid - For example, acid- resisting Allloy oy B or Alloy C /2°-3" Fig. 115 Fig. 116 bronze valve with resilient resist bronze, stainless, plug and screwed ends is Soft rubber lined 3" flan ed ig.105S. semi -steel only Fig. 198 _ 4'% Hard rubber lined 3" flanged 6%2 7% Da— Face -to -face carbon steel semi -steel only Fig. 134 — 4% Plastic lined 1 " -3" Fig. 404 Fig. 405 SERIES 100 DIMENSIONS 12 ' /z "- 3" SERIES 100 DIMENSIONS 0. r� r /2„ '/W 1„ 11 /a„ 1112„ 2„ 21/2„ 3„ A— Centerline to bottom 1%2 lr /2 hh 2Y6 2Y6 2% 3 3Ye B — Centerline to top 4 4 4 4% 4Y8 5Y'6 % 6v4 C — End -to -end, screwed 3'/8 3� /a 3% 4r/ 4y 5% 6% 7' /a Di—Face-to-face, flanged semi - steel, Ni- resist, aluminum 4Y8 4ve 4� /a 4'% 43% 7 7'/2 8 1)2— Face -to -face bronze, acid - resist bronze, stainless, alloys 4ve 41/8 41/8 4'% 4% 5'/2 6%2 7% Da— Face -to -face carbon steel 41/8 41/8 4ve 4Y8 4% 7 71/2 8 E4— flange thickness semi - steel, Ni- resist, aluminum ]� % 3/8 '/6 %6 716 5/e %8 %a E2—Flange thickness bronze, acid- resist bronze, stainless, alloys '/B YB 3% 716 YI6 1/2 °/16 5/8 Ea— Flange thickness Carbon steel % % %16 Y6 °/16 6/8 1 Y1 Y4 H —Lever length 4 4 4 5 5 6v2 7'h 9 0. r� Series 100 (1/2 ° -3 ") 0 • Sizing information • • DeZurik Eccentric Valves have considerably higher flow capacity in the open position than many other types. The information below is provided as a guide in selecting the proper size valves for your application. More detailed engineering and performance information is always available from your DeZurik representative or from the factory. Cv values will be slightly higher for valves with screwed ends and /or metal -to -metal seating. Sizing data based on discharge into conduit rather than atmosphere. NON -SHOCK WORKING PRESSURES Material Valve size Pressure drop Semi - steel, Ni- resist, hard and soft rubber Pressure drop lined, aluminum, and plastic lined Flow as equivalent Bronze, acid - resisting bronze Flow as equivalent Valve Coefficient length of stand. Valve Coefficient length of stand. size (Cv) steel pipe size (Cv) steel pipe 112" 10 1.55 11 /2" 74 3.92 3/4' 20 1.70 2" 148 3.68 1" 33 2.20 21/2" 236 3.69 11/4" 74 1.84 3" 330 5.70 Cv values will be slightly higher for valves with screwed ends and /or metal -to -metal seating. Sizing data based on discharge into conduit rather than atmosphere. NON -SHOCK WORKING PRESSURES Material Valve size Body rating Semi - steel, Ni- resist, hard and soft rubber lined, aluminum, and plastic lined 1/2 " -3" 150 psi Bronze, acid - resisting bronze 1/211-3" 200 psi Other materials 1 /21/-3" 230 psi Pressure drop on 112 " -3" lever operated valves must not exceed 150 psi. SERIES 100 ACCESSORIES (1/2"•3 ") Normally Series 100 valves 1/2 " -3" have non - removable levers. When removable levers are required, specify Fig. 158 operating nuts and Fig. 159 levers (both shown at right). Other accessories available with 1/2 ° -3" Series 100 valves: Fig. 145 —Lever actuated floor stand Fig. 147 — Extension assembly Fig. 149 —Chain handle Fig. 341 —Road box with actuating nut at valve Fig. 342 —Road box with actuating nut extended to top of box (high head extension) Fig. 348 —Floor box with nut extended to top of box Fig. 160 —Tee wrench Fig. 522 —This is Fig. 101 Eccentric valve complete with adjustable open position stop, 1/8" downstream tap and Fig. 158 operating nut, suitable for air - conditioning balanc- ing services. Accessories not illustrated are shown on Page 18. Fig. 158 actuating Fig. 159 actuating lever 0 SERIES 100 13 • 0 Series 100 Eccentric Valves Permanently IL corrosion- resistai bushings in a valves Wide choice of be rials for resistanc4 corrosion problem Resilient plug fa( bonded to metal metal -to -metal sea B As shown in the cross - section view, the DeZurik Eccentric plug is sturdily con- structed with a thick resilient compound facing. The combination of a sturdy plug with thick resilient compound insures drip - tight shutoff. 14 High nickel alloy seat in ferrous valves nneL illy developed gal with multiple 7. surfaces in- mg, trouble -free g life without or adjustment )ort areas - t- through flow • • 0 0 0 4" through 36" 0 0 lever or gear operated Fig. 118 — Flanged connection The design and construction features detailed on the facing page give the DeZurik Eccentric Valve lasting, easy operation, dead -tight shutoff on most types of services. The valve needs no lubrication to insure tight shutoff or to maintain easy operation. The famous DeZurik Eccentric Action (diagrammed on Page 3) and DeZurik's corrosion - resistant bearing bushings prevent binding or seizing — whether the valve is oper- ated many times a day or once over several years. 115 SERIES Fig. 118- G6 -H8— Flanged connection TOT17 The wide range of materials — almost any cast - able metal —means there is a DeZurik Eccentric that will resist corrosion even in the most diffi- cult service. Suitable resilient plug facing mate- rials are available for most services. Whatever your application, thin liquids or slurries, corrosive or non - corrosive, frequent or infrequent valve operation, straight on -off or throttling, there is DeZurik Eccentric Valve that will do the job for you economically and efficiently. Detailed specifications, sizing information, list of accessories on following pages 15 L SERIES 100 16 0 9 Figure numbers for Series 100 valves (4 " -36 ") Material Size range Valve Fig. No. with resilient face plug 4" only 5" -36" Valve Fig. No. with metal -to -metal seating 4" only 5 " -36" Semi -steel 4" -36" 101 118 102 119 Bronze 4 " -36" 103 120 104 121 Acid- resisting bronze 4" -36" 105 122 106 123 Ni- resist 4 " -36" 107 124 108 125 Aluminum 4" -36" 109 126 110 127 Carbon steel 4" -36" 111 128 112 129 Carbon steel, stainless plug 4 " -36" — — 334 333 Stainless steel 4 " -36" 113 130 114 131 Alloys (specify Monel, nickel, Alloy 20, 4" -36" 115 132 116 133 Alloy B or Alloy C Soft rubber lined semi -steel 4 " -36" 198 — Hard rubber lined semi -steel 4 " -36" 134 — Plastic lined (Sizes and figure numbers on application) END CONNECTIONS: Specify end connections by adding code letter to Fig. No. listed above as follows: S— Screwed F— Flanged B —Bell V— Victaulic M— Mechanical joint LEVER OR GEAR ACTUATION: Valves through 12" are available with levers — provided the pressure drop does not exceed 125# on 4 "; 100# on 6" and 8 "; 75# on 10" and 12 ". Gear actuators are required on valves 14" and larger, and should also be used where slow closing is desired to eliminate water hammer and where pressure drop exceeds that shown in the paragraph above. To order a worm gear- actuated valve, add the appropriate code letter after the basic Fig. No. and the suffix for end connections. For complete description of the worm gear actuator, see Page 19. • • • • • J Pi F Dimensions of Series 100 valves (4" -36 ") KEY TO DIMENSIONS A - Centerline of valve to bottom B - Centerline of valve to top C - End -to end, screwed valve D. -Face to -face- semi - steel, Ni- resist, aluminum Dz- Face -to- face- bronze, acid resisting bronze, stain less steel and other alloys D3- Face -to face- carbon steel Er - Flange thickness- semi - steel, Ni- resist, aluminum Ez - Flange thickness- bronze, acid - resisting bronze, stainless steel and other alloys En - Flange thickness - carbon steel F - Tapped holes in flange. All 5" and 8" -20" have two tapped holes at the top and two tapped holes at the bottom of the flange, straddling the vertical center line. 4" and 6" carbon steel valves have the two top holes straddling the vertical centerline tapped. G -Depth of tapped holes in F H -Lever length (standard) .I,K,L,M -Gear actuated valve dimensions pei drawing FA SEAT END OF VALVE K A I o O - - E., E., E, D MyI T 1 J 0 SERIES 100 'Applied to carbon steel valve only. All holes drilled on others. "All holes drilled on 24 ", 30 ", 36" valves. t "G" numbers refer to various actuator models. See Page 19 for actuator recommendations 17 4" 5" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" A 53A 61/2 61/2 8'/4 9% 1 11 IN 6 12' %6 l 45 /i 6 151N 173/4 217/a 2411/16 2411/16 0 9'h 14% 143/a 15% 18% 2O% 25% 26% 27'/2 29'/2 35%6 38% 38% C 9 D1 9 10'/2 10'/2 111/2 13 14 17 173/4 21'/2 231/2 42 51 60 D2 9 10'/2 10'/2 1 1'/2 13 14 17 173/4 21'/2 231/2 D3 9 10'/2 101/2 111/2 13 14 17 173/4 21'/2 23'/2 El ' A16 3/4 3/ 13/16 Ya i 5/16 1 1 Y16 1 'A 13/16 1 76 21/a 2% E2 ' 1/16 3/4 3/4 116 '/a ' V1 6 1 1'/16 1' /a 1 3/1 6 E3 '5/16 1 1 1' /a 1Y1 6 1'/4 1 1Y16 1' /t 1 V1 6 F 5/a -11NC* 3/4 -10 3 /4.10NC* 3/4 -10 7h -9 7/9 -9 1 -8 1 -8 1'A -7 1% -7 ** G 3/4 13/16 '/a 'Y1 6 1 1 Y16 1 '/a 1 1/4 H 15 36 36 42 35 41 J G6 9% 1113/16 111346 13% 151b 17 t G12 153/4 173/4 183/4 201/4 211/a 231/s G16 206 21%16 235/16 286 311/4 31'/4 K G6 6%a 83/4 83/4 9% 11% 12% f G12 177/a 18 %4 213/4 213/4 213/4 213/4 C316 241/a 247/a 28'/4 283A 28% 283A L G6 33/ 33/4 33/4 33/ 33/4 33/ t G12 7 7 7 7 7 7 G16 9 9 9 9 9 9 M G6 6 6 6 6 -12 8 8 -12 t G12 12 -16 12 -16 12 -16 12 -16 12 -16 12 -16 20 20 20 -24 20 -24 20 -24 G16 16 16 -20 16 -20 12 -16 12 -16 12 -16 24 20 -24 20 20 -30 'Applied to carbon steel valve only. All holes drilled on others. "All holes drilled on 24 ", 30 ", 36" valves. t "G" numbers refer to various actuator models. See Page 19 for actuator recommendations 17 0 0 R tSeries 100 n accessories (4 ri -36 SERIES LEVERS 100 Actuating levers for 4" through 12" valves are removable. A single lever may be used to actuate several valves. Lever length given in dimension table on Page 17 is for maximum rated pressure drop; shorter lever may be used at lower pressure drops. TEE WRENCHES Fig. 337 tee wrench, standard length 4'. CHAIN ACTUATORS Fig. 144 chain wheel actuator for 4" and larger worm gear actuated valves. ROAD AND FLOOR BOXES Fig. 341 road box, actuating nut at valve. Fig. 342 road box, actuating nut extended to top of box. Fig. 346 road box for worm gear actuated valve. Actuating nut at valve. Fig. 349 road box for worm gear actuated valve. Actuating nut extended to top of box. Fig. 348 floor box with nut extended to top of box. Fig. 351 floor box for worm gear actuated valve. Actuating nut extended to top of box. n Fig. 149 chain lever for lever actuated valves to 12" size. FLOOR BOX I ro � � o ROAD BOX FLOOR STANDS 8 rT AND EXTENSIONS Fig. 147 exten- r-! -� Fig. 145 lever actuated floor T Fig. 146 hand Sion assembly stand for valves to 12 ". Lever _. wheel actuated Il stand for vertical furnished as standard on '/-2"- 3 ". Use Fig. 344 wrench on floor stand with indicator for 4" or horizontal operation of lever 4 " -12 ". Also available with L _ and larger gear o actuated valves . L Fig. 350 folding lever. operated valves. to 12" size. CYLINDER AND ELECTRIC MOTOR ACTUATORS ARE AVAILABLE. SEE CONTROL VALVE BULLETIN. 18 0 • u Compact totally enclosed • worm gear actuator (4' =36 ") This is a highly efficient, compact and safe unit. Gearing is completely enclosed in an air - tight, water - tight, oil -tight hous- ing with seals on all shafts. No dirt or moisture can get in to affect operation. The mechanism is completely protected from corrosive atmospheres. Also, the actuator can be supplied suitable for submerged service. The DeZurik worm gear actuator is built to last. The housing is a sturdy casting. Gears and shafts are heavy duty. Shaft bushings are corrosion- resistant bronze for permanent smooth and efficient operation. L SERIES 100 19 HOW TO SELECT THE PROPER WORM GEAR ACTUATOR Totally enclosed DeZurik worm gear actuators . are made in several models to provide the right operating torque for each combination of valve size, pressure drop and service. The table below lists recommendations for nor- mal services. Where the valve is installed with pressure against the face of the plug (granular suspensions, fibrous materials or high pressure service) consult your DeZurik Note: "G" numbers are models. "H" numbers are representative or the factory. handwheel diameters. Give both when ordering. Valve Pressure drop — normal service size 25 s0 75 100 125 150 175 200 225 250 275 4" G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 6" G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 8" G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 H6 H6 H6 H6 H12 H12 H12 H12 H12 H12 H12 10" G6 G6 G6 G6 G6 G12 G12 G12 G12 G12 G12 H8 H8 H12 H12 H12 H12 H12 H16 H16 H16 H16 12" G6 G6 G6 G12 G12 G12 G12 G12 G16 G16 G16 148 H12 H12 H12 H16 H16 H16 H2O 14" G12 G12 G12 G12 G16 G16 G16 G16 G16 H12 H12 H12 H16 16" G12 G12 G12 G16 G16 G16 G16 G16 G16 H12 H12 H16 18" G12 G12 G16 G16 G16 G16 G16 G16 G16 H12 H16 20" G12 G16 G16 G16 G16 G16 G16 G24 G24 • H12 24" G16 G16 G16 G16 G16 G24 G24 30" G16 G16 G16 G24 G24 36" G16 G16 G24 G24 L SERIES 100 19 0 0 Series 100 rr valve sizing (4 - 36' r DeZurik Eccentric Valves have considerably higher flow capacity in the open position SERIES than many other types. The information below is provided as a guide in selecting the 100 proper size valves for your application. More detailed engineering and performance information is always available from your DeZurik representative or from the factory. Cv values will be slightly higher for valves with screwed ends and /or metal -to -metal seating. Data based on discharge into conduit rather than atmosphere. NON -SHOCK WORKING PRESSURES Material Valve size Pressure drop Semi - steel, Ni- resist, hard 4" -12" Pressure drop and soft rubber lined; Flow as equivalent aluminum, plastic lined Flow as equivalent Valve Coefficient length of stand. Valve Coefficient length of stand. size (Cv) steel pipe size (Cv) steel pipe 4" 560 8.00 16" 7300 45.00 6" 1180 14.80 18" 9600 48.50 8" 2030 20.60 20" 13000 47.20 10" 3130 28.00 24" 17500 56.50 12" 4140 40.00 30" 28000 61.50 14" 5500 38.00 36" 40000 115.00 Cv values will be slightly higher for valves with screwed ends and /or metal -to -metal seating. Data based on discharge into conduit rather than atmosphere. NON -SHOCK WORKING PRESSURES Material Valve size Body rating Semi - steel, Ni- resist, hard 4" -12" 150 psi and soft rubber lined; 14" -36" 125 psi aluminum, plastic lined Bronze, acid - resisting bronze 4 " -12" 200 psi 14 " -36" 175 psi Other materials 4" -12" 230 psi 14 " -36" 175 psi Pressure drop on lever actuated valves must not exceed 125 psi on 4 "; 100 psi on 6" -811; 75 psi on 10 " -12 ". With lever extensions, pressure drop on low friction settings must not exceed 40 psi on 4 ", 25 psi on 6" -12 ". A GOOD THROTTLING VALVE, TOO The DeZurik Eccentric Valve gives more than tight shutoff. It is an excellent throttling valve that gives fine flow con- trol. As a throttling valve, one DeZurik Eccentric takes the place of a gate and globe combination. Flow remains es- sentially straight- through at any position between wide open and fully closed. There is no chattering and the valve holds its setting. Adjustable stop insures return every time to preset throttling position. 100 80 60 y"o 40 ' 20 0t 0 1 2 4 10 20 40 100 FLOW TMRU VALVE -%OF MAX. FOR AUTOMATIC CONTROL APPLICATIONS, SEE DeZURIK CONTROL VALVE BULLETIN. 20 0 0 0 0 E Metals used in DeZURIK valves Semi - Steel —ASTM A126 -61, Class B, a close - grained nickel chromium alloy iron is used, providing greater strength and better corrosion resistance than ordinary iron. Bronze —ASTM B62 -60 (also known as 85- 5 -5 -5) a high grade alloy offering better corrosion resistance than iron at moderate extra cost. Acid Resisting Bronze—SAE #65, a 90% copper, 10% tin alloy with high hardness and excellent corrosion resistance for serv- ices where regular bronze is not suitable and the cost of high alloys is not warranted. Ni- Resist —ASTM A436 -61, Type 2 (cop- per -free) is a 20% nickel alloy iron. Aluminum — Similar to ASTM B26 -59 alloy ZC81A, slightly higher strength and gall- resistant alloy. Carbon Steel — ASTM A- 216 -60, grade WCB. Fig. 333 and 334 valves have Stain- less Steel plugs for corrosion resistance. Other alloys are available on application. Body seats in 11 /4' and larger valves are nickel. Where corrosion resistance is re- quired, a stainless steel or other high alloy plug should be used. Stainless Steel —ACI CF -81VI (ASTM A296- 60, grade CF -81VI), Type 316 Stainless Steel is furnished as standard. 0 Alloys —These furnish the greatest resist- ance to corrosion. Because the figure numbers for high alloy valves apply to vari- ous materials, orders must include material description as well as figure numbers. Alloy 20 (ACI CNJIVI) Monel metal Nickel (the pure metal, not an alloy, but with properties similar to alloys in this group) Alloy B (ASTM B332 -58, nickel and molybdenum) Alloy C (ASTM 8332 -58, nickel molyb- denum and chromium) Hard Rubber Lined—All surfaces coming in contact with the flow are lined with hard rubber cured to a semi - ebonite hard- ness. Where dead tight shutoff is required and suitable facing is available, the plug is furnished with a soft - rubber overlay on the face. Submit complete service data with orders for recommendations. Available in 3" and larger sizes with flanged connections only. Soft Rubber Lined—All surfaces coming in contact with the flow, except the bear- ings, are covered with soft rubber for abrasion resistance. All valves have corro- sion- resistant bearings. Available in 3" and larger sizes with flanged connections only. Plastic Lined —The interior surface, and if necessary the exterior, is plastic lined to provide much better corrosion resistance than semi -steel at only a slight increase in price. Standard body metal is semi - steel, but other metals can be furnished on request. 0 21 0 Parts identification • 1/2 " -4" Series 400 A —Body B —Plug C —Snap ring D— Bushing (top) E— Bushing (bottom) F -0 -ring* G— Spring H— Washer* *Recommended spare parts - Recommended spare parts 4 " -36" Series 100, lever actuated A —Body B —Plug C— Bonnet D— Bushing (bonnet) E— Bushing (body) F— Packing* G —Cone H —Gland I— Handle J —Pin 22 K— Cotter pin L —Stud M— Spring N— Washer 0 —Flex -Loc nut P— Bolt Q— Washer R —Lock nut S —Set screw T— Gasket -Recommended spare parts 1/2 " -3" Series 100 A —Body B —Plug C— Bonnet D— Bushing (bonnet) E— Bushing (body) F —Stem seal* G —Felt washer* H— Spring I— Washer J— Flex -Loc nut K —Stop ring L —Stop ring bolt M —Stud N— Handle -Recommended spare parts TO ORDER PARTS These drawings and listings are for information only. When order- ing parts, please give Assembly Drawing number, part number as shown on Assembly Drawing, • valve size and the serial number stamped on the nameplate washer. 4"-36-Series 100 40 with worm gear actuator • • F E, A —Body B —Plug Bonnet D— Bushing (bonnet) E— Bushing (body) F— Gasket (body) G —Bolt H— Packing* I —Gland J —Stud K —Nut L— Adaptor M— Gasket (housing) N— Housing O —Cover P— Manual nut Q— Bushing (quadrant) R —Seal (quadrant) S— Spring washer W T —Stud U— Nameplate washer V —Nut W— Flanged bushing X —Worm Y —Pin Z— Bearing A'— Bushing (shaft) B' —Seal (shaft) C' —Shaft D' —Pin E'— Handwheel F— Quadrant G' —Nut H' —Stop screw V —Pipe plug J' —Solt K' —Bolt -Recommended spare parts 0 How to order DeZURIK L Eccentric Valves To insure prompt, accurate service on valve orders, please spell out all details and options. Orders should specify: • Quantity • Size • DeZurik valve figure number • Material (both body and plug if different) • Type of actuator required • End connections • Resilient facing material or metal -to -metal seating • Accessories required • Service valve is to be used on A number of these items are specified when you select the proper figure number for the valve, but actually spelling them out provides a double check that you are getting the right valve. We like to know the service involved for the same reason. Sometimes our experienced valve engineers can recommend another valve even better suited to your application. WANT AUTOMATIC ACTUATORS? This catalog lists only manual lever or gear actuated valves and remote manually actu- ated lever, chain and wheel accessories. If you require powered actuators, ask for DeZurik control valve bulletin. This separate catalog describes a full selection of pneumatic, hydraulic and electric actuators for both on- off and throttling applications. 23 i A —Body B —Plug Bonnet D— Bushing (bonnet) E— Bushing (body) F— Gasket (body) G —Bolt H— Packing* I —Gland J —Stud K —Nut L— Adaptor M— Gasket (housing) N— Housing O —Cover P— Manual nut Q— Bushing (quadrant) R —Seal (quadrant) S— Spring washer W T —Stud U— Nameplate washer V —Nut W— Flanged bushing X —Worm Y —Pin Z— Bearing A'— Bushing (shaft) B' —Seal (shaft) C' —Shaft D' —Pin E'— Handwheel F— Quadrant G' —Nut H' —Stop screw V —Pipe plug J' —Solt K' —Bolt -Recommended spare parts 0 How to order DeZURIK L Eccentric Valves To insure prompt, accurate service on valve orders, please spell out all details and options. Orders should specify: • Quantity • Size • DeZurik valve figure number • Material (both body and plug if different) • Type of actuator required • End connections • Resilient facing material or metal -to -metal seating • Accessories required • Service valve is to be used on A number of these items are specified when you select the proper figure number for the valve, but actually spelling them out provides a double check that you are getting the right valve. We like to know the service involved for the same reason. Sometimes our experienced valve engineers can recommend another valve even better suited to your application. WANT AUTOMATIC ACTUATORS? This catalog lists only manual lever or gear actuated valves and remote manually actu- ated lever, chain and wheel accessories. If you require powered actuators, ask for DeZurik control valve bulletin. This separate catalog describes a full selection of pneumatic, hydraulic and electric actuators for both on- off and throttling applications. 23 SEE DeZURIK FOR ALL YOUR VALVE REQUIREMENTS The DeZurik Eccentric Valves for manual operation described in this catalog are only part of the complete DeZurik line. We also make Eccentric control valves, vee -port control valves, 3 -way and 4 -way valves, knife -gate valves and consistency transmitters. Whateveryour valving requirements, there is a DeZurik valve to do the job for you. Check your DeZurik repre- sentative for all your valve needs, or write or call the DeZurik factory in Sartell, Minnesota, or Galt, Ontario. Inquiries about specific valve prob- lems are welcome. 6 0 0 • se SERVICE AND SALES OFFICES se ti + THROUGHOUT U.S. AND CANADA . w i..is se as a There is a DeZurik representative near you. These are experienced valve people who are technically is qualified to discuss your specific valuing problems with you. Check the yellow pages of the phone book for the office nearest you. V Offices also in Hawaii, Puerto Rico, Mexico, England, France FACTORY IiEFR;:SE h!'f,47, 5,$ V A L V A- Associ;;rs 7814 STATE STREET Huntington Park, Calirnrnia LUdluv,� 3 1 � 5 a February l96�raviaon "�e. Bulletin Ho.QOPlr.• Printed in U. /L alma*^ I Mllr:. . r_ Tor The WAILKWI PETROLEUM and NATURAL GAS IN BRONZE PLANT AND GENERAL OFFICES 4832 CHINO AVE., P. 0, BOX 606 CHINO. CALIFORNIA 91710 !213` NIA 51509. !7141 NA 87717 CABLE CAMERAS CATALOG No. F1966 BCD BRONZE products aie competitively priced and are gumanteed to sleet A. W. W. A specifications. Tlie PUBCO BRONZE ludes CORPORATION STOPS. CURB —STOPS SERVICE STOPS. FITTINCS AND VAI VE 0 0 PUBCO BRONZE -SINCE 1918 PUBCO BRONZE is a name well -known and held in high esteem by the Waterworks, Petroleum and Natural Gas Industries. Throughout 40 years, PUBCO BRONZE has dem- onstrated its worth as a heavy duty line fully worthy of your consideration. PUBCO BRONZE is manufactured in a completely contained plant — with broad pro- duction facilities, staffed by men who have had years of experience in this specialized field and with modern engineering methods which makes for quality at economy in price. IDEAL SHIPPING LOCATION The PUBCO BRONZE Plant is only several blocks from the "Freeway System" — with it's own railroad sidding. PUBCO BRONZE Products are guaranteed to meet A.W.W.A. Specifications. They are accepted by principal cities throughout the country. The PUBCO BRONZE Flexible Production System permits quick change -over from prod- uct to product to meet your service demands. RIGID INSPECTION AND TEST BEFORE SHIPMENT Each part which goes into the manufacture of a PUBCO BRONZE Product is carefully inspected before assembly, and each completely assembled product is 1000 /a PRESSURE TESTED before shipment. COMPARATIVE NUMBER CHART —giving PUBCO BRONZE Stock Numbers and the matching stock numbers of other manufacturers — is shown on Page 11 (Next to last page). LET OUR "SALES- SERVICE" DEPARTMENT ASSIST YOU. We invite you to make use of our broad experience in the Waterworks Field. Please feel free to ask for assistance from our Engineering Department in meeting any specific problems.... WRITE US OR PHONE: (213) NIA 5 -1509 OR (714) NA 8.4717 PUBCO for Permanence 0 PUBCO CORPORATION STOPS C 2040 Inlet —Corporation Stop Thread Outlet — Increased I.P. Thread. Sizes: 3/4" - 1 " - 11/4" - 11/2" - 2." C 2050 Inlet and Outlet I.P. Thread. Both same size as body. Sizes: 3/4" - 1" - 11/2" - 2." C 2700 Inlet — Corporation Stop Thread. Outlet — For Copper Service Pipe. Sizes: 3/4 ' - 1 " - 11/4 " - 11/2" - 2." I "x 3/„ (3 /4" Corp Thread by 1" Copper Service) ty4 jj h �2 i `:v U i �nVt — Corporation Stop Thread. u et — I.P. Thread, Same size i as body. ti Sizes: 3/4" - 1" - 11/2" - 2 " Q� C 2060 Inlet — I.P. Thread. Outlet — I.P Thread, Some size _as body. Sizes: 3 /a" - 1 " - 11/4" - 11/2" - 2:rr C 2701 Inlet — I.P. Thread, Same size as body. Outlet — For Copper Service Pipe. Sizes: 3/4" - 1 " - 11/4 - 11/2" - 2 " Page 3 t i E E PUBCO CORPORATION STOPS C 2730 C 2705 Corp Stop with eighth bend. An assembly comprising No. C2700 Stop less tail piece; plus No. C2730 eighth bend, com- plete with tail piece and copper washer. Inlet — Corp Stop Thread. Sizes: 3 /a" - 1 " - I Yz" - 2." Sizes: 3 /n" - 1" - 11/2" - 2" Length Copper Pipe: 18" 18" 30" 36." C 3700 Copper Connections (Goosenecks) An assembly comprising No. C2700 Corp Stop, (Corp stop thread inlet); and No. C2751 Copper to female iron pipe connec- tion; With copper service Pipe. C 2102 Service Stop— Square Head Page 4 Sizes: 3 /a" - I" - 11/4" - 11/2" - 2." PUBCO CURB STOPS & SERVICE STOPS C 2200 Curb Stop —Extra Heavy Oval Way Tee Head. Inlet and Outlet Female I.P. Thread. Sizes: 3 /a" - 1" - 11/2" - 2 ". C 2722 Curb Stop —Extra Heavy Oval Way Tee Head. Inlet and Outlet for Copper Service Pipe. Sizes: 3 /a" - 1" - 11/2" - 2 ". C 2111 Service Stop —Heavy Pattern Round Way. Flat Head Lock Wing. Sizes: 3 /4" - 1" - 11/2' - 2" C 2720 Curb Stop —Extra Heavy Oval Way Tee Head. Inlet — For Copper Service Pipe. Outlet — Female I.P. Thread. Sizes: s /a" - 1" - 11/21' - 2 ". C 2110 Service Stop —Heavy Pattern Flat Way. Flat Head Lock Wing. Sizes: 3 /a" - 1" - 11/2" - 2 ". C 2100 Service Stop —Heavy Pattern Flat Way. Flat Head Sizes: 3 /e "- 1 "- 11 /4 "- 11/2' -2" Page 5 • C 2230 Angle Meter Stop —Lock Wing Inlet for Copper Service Pipe. Outlet with Swivel Nut for Meter Spud. Sizes: s /a" - 1 ". C 2236 Angle Meter Stop — without lock wing — Inlet for Copper Service Pipe, Outlet Meter Coupling. s /i' - 1 ". Page 6 PUBCO METER STOPS C 2232 Angle Meter Stop —Lock Wing. Outlet with Swivel Nut for Meter Spud. Inlet —I.P. Thread. Sizes. 3/4 .e - 1.. C 2232 F Angle Meter Stop —lock wing with meter flange. Inlet — I. P. thread sizes 11/2" - 2" r] C 2235 Angle Meter Stop with lock wing, Inlet for Copper Service pipe; Outlet, Meter Coupling. 3 /a" - 1" 1 "x3/1 ". C 2235F Angle Meter Stop —lock wing with meter flange. Inlet for copper serv- ice pipe. 1 %2" - 2" • • PUBCO GROUND KEY STOP AND DRAINS No. C1300 Ground Key stop and Drain. With "dust cap ". Some design as Nos. C1301 and C1302 ex- cept Less handle. Sizes: 1/I 3/4 "and 1 ". No. C1301 Ground Key stop and drain. With loose iron Tee handle and "dust cap ". Key is designed for use with an extension handle where stop is installed under- ground. Sizes: 1h ", 3/4" and 1 ". Packed to order. No. C1302 Ground Key stop and drain. With loose iron Lever handle and "dust cap ". Same design as No. C1301 except equipped with Lever handle. Sizes: 1/2 3/4 "and 1 ". STANDARD PATTERN STOPS, FOR WATER, OIL OR GAS Straight Way. 1304 C 130b 1309 C 2240 C 1304 Service Stop —Lever Handle with Check. Sizes: 3 /a' - %z" - 3 /a" - 1" C 1305 Same as above except less check. C 1308 Service Stop —Flat Head. Curb Stop —Extra Heavy Oval Way. Sizes: 3 /a" - %z" - 3 /a" - 1 ". 11 /a" - 1 %z" - 2 ". Tee Head —with Meter Flange. C 1309 Service Stop— Square Head. Les Check. Sizes: /9" - /z /a' 1" - 1 / - 1 /2" - 2 ". Sizes: 11/2" - 2 ". C 1310 Flat Head with Check. Sizes. Same as above. C 1311 Square Head with Check. Sizes: Same as above. C 1312 Same as C 1308 but with Tee Head. Page 7 0 PUBCO BRONZE FITTINGS C 2220 Water Meter Union Coupling, Straight. Special Length Tail Pieces can be furnished when specified. Sizes: 3/4 "xl "x2 ". 3/4 "X 1 "x2 1/2 ". 3/4"x I "x23/4 ". 1 "x l 1/4"x2". 1 "X11/4 "X23/4 ". C 2226 Washers for Meter Couplings, Rubber. -7 C 2745 Coupling— Copper Service Pipe to Copper Service Pipe. Sizes: 3/4" - Ill - 11/2" - 2" x C 2751 Straight Connection Coupling — Copper to Female Iron Pipe. Sizes: %" - Ill- 1 1/4 ' - 11/2"-2". Page 8 C 2225 Water Meter Union Coupling, Straight. Bronze Nut with Insulated Tail piece. Teflon thread Sealant with protective cap. Sizes: 3/4 "x l "x2 ". 3/4 "x1 "x23/4 ". 1 "x 1 1/4"x2". 1 "x1'/4 "X23/4 °. C 2750 Straight Copper Union. Sizes: 3/4' Copper to 3/4" Copper. 1" Copper to 1" Copper. C 2752 Straight Connection —Coupling Copper to Male Iron Pipe. Sizes: 3/4" - 1 " - 1114" - 11/2" - 2 ". C 2753 Straight Connection Coupling — Copper to AWWA Male Thread. (Cofp Stop Thread) %"- ill. i i PUBCO BRONZE FITTINGS C 2754 Quarter Bend Coupling. Inlet and Outlet for Copper Service Pipe Sizes: 3/4" - 1" - 11/2" - 2 ". C 2759 Copper Fitting Reducer Straight Connection. Sizes: 3/4" - 1" - 11 /2" - 2" C 2700 - S -96 Coupling Nut for standard copper tube. Sizes: 3/4 "- 1 "- 11/4 " - 1 %2 "- 2' C 2710-S-96 Coupling Nut for plastic tube. "Copper size O. D." Sizes: 3/ "- 1 "- 11/4 " - 1 %2" 2" C 2711 - S -96 Coupling Nut for plastic tube. "Iron Pipe size O.D." Sizes: 3/4" - 1" - IYa" C 2756 Quarter Bend Coupling. Inlet— Copper Service Pipe. Outlet —Male I. P. Thread. Sizes: %" - 1" - 11/2" - 2 ". C 2755 Quarter Bend Copper to Female Iron Pipe. Sizes: 34" - 1" - 11/2" - 2 ". C 2758 Eight Bend Coupling. Copper Service Pipe and Inside Thread for Iron Pipe. Sizes: 3/4" - 1" - 11/2" - 2 ". C 2739 Straight Connection for Lead Flange Corporation Stop. C 2740 Some as above. Less Corporation Stop Nut. Sizes: 3/4" - 1" C 2741 11/2" - 2 ". Eighth Bend Connection for Lead Flange Corporation Stop. Less Corporation Stop Coupling Nut. Sizes: 3/4" - I" - 11/2" - 2 ". C 2738 Same as above with Corporation Stop Nut. Sizes: 3/4" - I" - 11/2" - 2" Page 9 i • PUBCO BRONZE VALVES C 2350 Service Stop, Lock Wing, Drop Ell Pattern with Swivel Meter Coupling on Outlet for direct connection to Meter Inlet. 3/4" - 1" C 1850 Service Tee 314" x 314" x Ill Copper to Copper. Page 10 C 770 C 771 C 1820 Service Tee, for use with Service or Curb Stop — Male I.P. Thread. 3/4" x ' /a ", x 1" Copper. C 1875 314" x 314" x ill Copper to I. P. Sizes: 11/2" and 2 ". Straight pattern. Angle pattern with hose thread on outlet end. C 772 Angle pattern with female iron pipe thread both ends. Bronze Globe Valves with soft composition rubber disc. • CONVENIENT Opposite the PUBCO BRONZE Stock Numbers given in turers making similar products. COMPARISON CHS this catalog, we have listed the stock numbers of other manufac- PRODUCT ANGLE METER STOP ON PACE PUBCO MUELLER JONES STOP AND DRAIN 6 7 C1300 11527 ANGLE METER STOP, FLANGED SERVICE STOP C2232F 7 C1301 H8341 6 SERVICE STOP H14255 7 C1302 H8340 C2235F SERVICE STOP 11525F 7 C1304 C2236 H14250 SERVICE STOP CURB STOP, FLANGED METER 7 C1305 4 120OF SERVICE STOP 11549 7 C1308 9 C2738 SERVICE STOP 11556 7 C1309 9 C2739 SERVICE STOP 11555 7 C1310 9 C2740 SERVICE STOP 7 C1311 SERVICE STOP 7 C1312 SERVICE TEE 10 C1820 H15357 11579 SERVICE TEE 10 C1850 H15380 11570 SERVICE TEE 10 C1875 11575 CORPORATION STOP 3 C2040 H10003 189 CORPORATION STOP 3 C2041 144 CORPORATION STOP 3 C2050 H10013 140 CORPORATION STOP 3 C2080 HIC012 141 COUPLING 9 C2700 -S-96 COUPLING 9 C2710 -S-96 COUPLING 9 C2711 -S -96 SERVICE STOP 5 C2100 H11007 1180 SERVICE STOP 4 C2102 1181 SERVICE STOP 5 C2110 H11026 1182 SERVICE STOP 5 C2111 H11056 1206 CURB STOP 5 C2200 H10257 1200 WATER METER COUPLING 8 C2220 1110890 1130 WATER METER COUPLING INSULATED 8 C2225 WATER METER COUPLING WASHERS 8 C2226 C2350 H14325 ANGLE METER STOP 6 C2230 H14255 11525 ANGLE METER STOP 6 C2232 H14265 11527 ANGLE METER STOP, FLANGED 6 C2232F CORPORATION J1527F ANGLE METER STOP 6 C2235 H14255 11525 ANGLE METER STOP, FLANGED 6 C2235F H15318 11525F ANGLE METER STOP 6 C2236 H14250 11524 CURB STOP, FLANGED METER 7 C2240 4 120OF SERVICE STOP 9 10 C2350 H14325 J1513C CORPORATION STOP 3 C2700 H15000 11500 CORPORATION STOP 3 C2701 H15025 J1505 CORPORATION STOP ASSEMBLY 4 C2705 H15010 11501 CURB STOP COUPLING 5 C2720 H15318 11514 CURB STOP 9 5 C2722 11552 11516 FITTING C2755 4 C2730 H15063 11549 FITTING H15530 9 C2738 H15516 11556 FITTING 9 C2739 H15505 11555 FITTING 9 C2740 rJiuRU 9 C2741 COUPLING 8 C2745 H15400 11528 UNION 8 C2750 X15405 11529 CONNECTION 8 C2751 H15450 A 535 CONNECTION 8 C2752 H15425 11531 COUPLING 8 C2753 J1531S COUPLING 9 C2754 H15525 11552 COUPLING 9 C2755 H15460 11536 COUPLING _ 9 C2756 H15530 11550 11537 4 C3700 11 AS DEMAND WARRANTS, ADDITIONAL PUBCO BRONZE ITEMS WILL BE ADDED TO THE ABOVE LIST. Page 11 f Behind PUBCO BRONZE is a Complete Plant fully staffed with experienced Management and Engineering Personnel, Depart- ment Heads and Skilled Workmen capable of delivering the finest of products for your requirements. Whatever your requirements Pubco Bronze H. C. LAWSON COMPANY 2840 EAST PICO BOULEVARD LOS ANGELES. CALIF.. 90023 ANCELU• 3 -3148 i 69ULLETI1N65623 Ei IN combination air Poloose volvos .guts ,q, M'?NTGOMERP, CONSULT1117. ^'.p'.�•E�BSa.ING. SHOFDRAWaNG REVS t TAKEN . AMEN. IONS NOTED f�JECTni3 Rf8U8tiUi.:. ::. _ . _: .. .. CUSfOr4311ALT t e Y r RJRi i . � NfAINF0111Y _ � -:Y VALVE AND PRIMER CORPORATION 341 WEST SUPERIOR STREET ■ CHICAGO, ILLINOIS 60610 PHYSICAL DIMENSIONS Valve Size Width Length Height Weight 4" 12" 23" 23" 120# 6" 16" 26" 25" 170# 8" 18" 29" 27" 220# 10" 20" 33" 28" 370# 12" 24" 36" 30" 520# 14" 1 28" 39" 33" 645# APCO VALVES a e e 0 "CUSTOM - BUILT" Combination Air Release Valves Available in 125, 250,600 and 10 P.31 classes for those special jobs where you want the very best Each Custom -Built combination consists of one APCO Air and Vacuum Valve and one APCO Air Release Valve ... shipped completely piped and assembled together. Price of each Custom -Built combination includes the 1" connecting piping & 1" gate valve. Most Commonly used Assemblies are as Follows: MODEL 4" 152/200A COMBINATION VALVE With 125# or 250# Flanges MODEL 6" 153/200A COMBINATION VALVE With 125# or 250# Flanges MODEL 8" 154/200A COMBINATION VALVE With 125# or 250# Flanges Distributed By MODEL 10" 155/200A COMBINATION VALVE With 125# or 250# Flange MODEL 12" 156/200A COMBINATION VALVE With 125# or 250# Flange MODEL 14" 157/200A COMBINATION VALVE With 125# or 250# Flange CONSULT FACTORY FOR OTHER COMBINATIONS VALVE AND PRIMER CORPORATION 341 W. SUPERIOR ST. ■ CHICAGO, ILL. 60610 2 PHONE: 6642166 PRINTED IN U.S.A. ps 16� e. Jor gnacKty, connecting p permanently FOR a, CONNE ._ PIPE 0 SMITH -BLAIR Couplings consist of two flanges or follower rings, a sleeve or middle ring flared' at each end to pro- vide a generous gasket seat, two resilient tapered rubber gaskets and steel bolts. Tightening the bolts draws the flanges toward each other and compresses the two gaskets in the spaces formed by the sleeve flares, the flanges and the pipe surface. This provides a permanent, leak -proof and flexible installation. " Extra heavy sleeves have a beveled gasket seat. SMITH-GLAIR FLEXIBLE COUPLINGS 4.12 TYPICAL INSTALLATION OF SMITH -BLAIR COUPLINGS shown here are SMITH -BLAIR 411 Straight Steel Couplings connecting concrete cylinder pipe with O.D. of 37.88 inches. The sleeve thickness of the coupling is %, inch. The sleeve length is 7 inches. RUGGED SMITH -BLAIR COUPLINGS FOR STEEL PIPE* INSURE A POSITIVE PERMANENT SEAL AT A LOW COST 1. "These couplings are engineered especially for con. necting steel pipe to steel pipe, or steel pipe to any other type pipe. (See catalog pages 4.42 to 4.56 for complete line of cast couplings.) 2. They are easy to handle and to install. 3. Their design simplicity minimizes labor cost of in. stallation —the normal installation time for an 8 -inch size is 10 minutes. 4. The inherent flexibility of SMITH -BLAIR Couplings reduces trouble caused by ground movement. 5. Pipeline system changes, such as branch tee connec- tions, are easily made. 6. Pipelines have full salvage value when pipe is joined With SMITH -BLAIR Couplings. MULTIPLE USES OF SMITH -BLAIR COUPLINGS 1. To connect plain -end steel pipe of any O.D. to steel or any type of pipe with the same or different outside diameters, with or without insulating boots to prevent the flow of electrical current. 2. To connect tees or crosses to existing lines on "cut - ins" for new branch lines. 3. On small- diameter pipe, to make branch tee connec- tions equal in size to the pipe run. 4. To connect concrete cylinder pipe, asbestos- cement pipe, and cast iron pipe. 5. See catalog pages 4.42 to 4.56 for complete line of cast couplings for cast iron and asbestos - cement pipe. See Application Index on Page 4.22 J • \J 0 u E a. CAST MALLEABLE IRON. Identified by letters "C.M." on catalog data sheet under column heading, "Type of Flange." Malleable iron ASTM /A47.33 grade 35081 or 32510 latest rev. high strength /weight ratio design. b. ROLLED STEEL. Rolled from a special SMITH -BLAIR steel section and welded heavy flange for unlimited range of larger pipe O.D.'s. Wide rim for rigidity. Bolt spacing to meet pressure require- ments identified by letters "RSS" on catalog sheet under column heading, "Type of Flange." C. PRESSED STEEL. Provides a double seal. Identified by letters "PS" on catalog data sheet under column heading, "Type of Flange." 0 FLANGES a. MALLEABLE IRON. For standard pipe. SLEEVES Barrel -type design permits coupling of deflected pipe. Engineered for contained - gasket - seating and ® b superior sealing on relatively high pressure lines. b. BEVELED STEEL. Thickness of sleeve can be ON. varied according to the class of pipe being coupled and pressure requirements. Available in multiple lengths. C. FLARED STEEL. Sleeve ends are flared to pro- vide a large gasket seat for ease of centering and positive permanent sealing. Multiple lengths and thicknesses available. Provide ample wedge -type sealing surfaces and pack GASKETS between the flange and sleeve around the pipe. Com- pounded with a polymer base of 100 percent new rubber. The ingredients are controlled to produce excellent storage characteristics, long life and re- sistance to set after installation. SMITH -BLAni gas• kets allow for maximum tolerances in pipe variation and adverse field conditions. Gaskets of neoprene rubber or of the protected contact type can be sup. plied at additional cost. Double- radius head steel bolts are made to Smrrn- BOLTS BLAm and AISI C1018 bolt stock specifications. Also available in ductile iron. The steel bolts, Class II fit, with heavy hexagon nuts, are standard. See catalog page 10.2 for complete bolt listings. Dipped with a special blue lacquer to inhibit rust FINISH and provide an excellent base for any further coat- ing such as bitumastic and coal tar. Special galvaniz- ing or special coatings such as cement can be sup- plied if specified. Prices are available on request. 411 SUGHT The 411 Coupling shown below has malleable iron, rib reinforced flanges and a flared steel sleeve to match the wall thickness of the pipe to be coupled. This flange - sleeve combination is recom- mended for nominal pipe sizes of 2 inches through 18 inches. 4.14 N COUPLINGS Used to connect plain -end pipe of the same outside diameter. Also used to connect tees or crosses to ex- isting lines on "cut -ins" for new branch lines. A SMITH -BLAIR 411 is available for any size from 1/2 -inch standard up to and well over 100 inches O.D. The 411 is easy and fast to install. It has been proved by many years of service to make a per- manent leak -proof connection on all types of pipe. It is recommended especially for steel pipe. Where field conditions permit, the 411 is also used exten- sively to connect concrete cylinder, cast iron or asbestos - cement pipe. Where cast couplings are pre- ferred, use SMITH -BLAIR 431. (Catalog page 4.44.) LARGER SIZES OF LONG SLEEVE OR SHORT SLEEVE COUPLINGS AVAILABLE ON REQUEST ORDERING INFORMATION Dimensions of the most commonly used coup- lingo —up to 24 inches —are shown on the opposite page. Lfsted for each pipe size are sleeve, flange and bolt dimensions. The type of flange and sleeve is also shown for each size Bated. Shown below is a cut -away of a SMITH -BLAIR 411 for standard pipe t/ inch through 2 inches. It has a malleable iron flange and malleable iron barrel -type sleeve. (See page 4.16.) Shown below is a SMITH -GLAIR 411 recommended for pipe 20 in- ches O.D. and larger. The flange is rolled from a special SMITH-BLAIR section and welded. The number of bolts increases with the O.D. to meet pressure requirements. On these larger couplings. flared sleeves are employed to provide a large gasket seat for ease of cen- tering and positive permanent seal- ing. • • I ry x • • I PRICE LIST 411 ITRAIGHT COUPLING 1 EFFECTIVE NOV. 1, 1 961 CANCELS ALL PREVIOUS 2 Larger Sizes Net Listed Available an Request. For Cast Coupling, See Page 4.44 PRICE LISTS L DISCOUNTS galvanized Botts Furais6ed M Sizes Through 2" Nominal at No Extra Cost Nom. WEIGHT SLEEVE DIMENSIONS PIPe 111M LIST APP• SLEEVE SLEEVE SLEEVE FLANGE OVER-ALL BOLTS TYPE TYPE I SMO O.e. CATALOG PRICE Shl&. LENGTH THICKNESS I.D. O.D. LENGTH No., Dim. a Lath. N or l la. In. NUMBER Each Ea., Les. (B) In. (A) In. (M) In. (D) In. (L) In. In. FLANGE- SLEEVE} 1h .840 411 -084 S 2.60 254 454 .188 .97 3% 6 2 -3(6x6 CM CM 3fi 1.050 411.105 3.00 31/4 41/2 .188 1.18 31},'6 6 2 -3(6x6 CM CM \ 1 1.315 411.132 3.05 32h 4% .188 1.44 4% 6 2 -1h x 6 CM CM 11/4 1.660 411.168 3.20 43/4 5 .188 1.78 4% 7 2 -ih x 7 CM CM J 154 1.900 411.190 3.85 4% 5 .188 2.02 4% 7 2 -%x7 CM CM Q '-4 2 2.375 411.238 5.60 514 5 .188 2.50 53(6 7 2 -54 x 7 CM CM 21/2 2.875 411.288 7.00 61/4 5 216 3.07 6% 7 2 -1h x 7 CM BS 3 3.000 411 -300 7.70 10 5 .216 3.55 61%, 7 3-% x 7 CM BS 3 3.500 411.350 8.70 111/4 5 137 4.03 7 7 3-1h x 7 CM as 31h-4 4.000 411 400 6.35 61/4 4 .134 4.23 6% 6 3-% x 6 CM or PS FS `ji �' 4 4.500 411.450 7.00 9 4 .180 4.64 7% 6 3-% x 6 CM or PS FS 5 5.563 411556 12.20 19 5 .280 6.06 954 754 4-% x 72h CM BS 6 6.000 411-M 8.75 10 4 .134 6.36 8-Y4 6 4-1h x 6 CM or PS FS 6 6.625 411.1.663 14.50 18 5 250 6.78 1044 71h 5_% x 71h _ CM FS 6 6.625 411.2563 15.90 21 7 .250 6.78 10% 912 5-% A 954 CM FS 8 8.000 411.800 12.25 14 4 .134 8.36 1011f6 6 5 -1h x 6 CM or PS FS 8 8.000 411.1500 16.90 33 5 .342 8.94 1212 7% 6- %x 7% CM as 8 8.625 411 -863 17.35 28 5 .250 8.78 121/4 712 6-% x 9% CM FS 8 8.625 411.1 -03 22.75 37 7 .313 8.78 1254 71h 6 - %x911h CM FS I 10 10.000 411.1000 18.80 32 5 .250 10.16 13% 71h 7 -% x 71h CM FS 30 10.000 411.2.1 000 21.90 37 7 .250 10.16 13% 9% 7 - %x91h CM FS • 10 10.750 411.1075 21.50 35 5 .250 10.91 14% 72h 7 - %x714 CM FS 10 10.750 4114.1075 23.05 40 7 .250 10.91 14% 9% 7 -%x9% CM FS 10 10.750 411- 2.1075 24.75 39 5 .313 10.91 141 6 754 7 -% x 71h CM FS 10 10.750 411.3.1075 34.05 46 5 .375 11.81 153(6 8 8-% x 8 CM BS 12 12.000 411 -1200 21.90 37 5 .250 12.13 15% 754 8- %x754 CM FS V) 12 12.000 411.1.1200 25.35 42 7 .250 12.13 1554 9% 8-% x 954 CM FS 12 12.750 411.1275 24.90 36 5 .250 12.91 16% 754 8-% x 714 CM FS 12 12.750 411.1 -1275 2650 44 7 .250 12.91 161/4 912 8-% z 9% CM FS 12 12.750 411- 2.1275 2920 42 5 .313 12.91 17 71h 8 - %x714 CM FS rtl ! 12 12.750 411.3.1275 39.55 56 5 .375 13.04 17 712 8-% x 7% CM BS 1 14 14.000 411.1400 29.60 45 5 .250 14.19 18% 7% 8-% x 754 CM FS U! 14 14.000 411- 1.1460 31.75 52 7 .250 14.19 18% 914 8-% x 91h CM FS l� 14 14.000 411.2.1400 33.05 53 5 .313 14.19 18% 71h 8 - %x7Y2 CM FS d 16 16.000 411 -1600 35.60 61 7 .250 16.19 20% 912 9- %x9% CM FS 16 16.000 411.1.1600 39.90 68 7 .313 16.19 20% 954 9-% x 9Y2 CM FS 16 16.000 411 -2 -1600 47.75 74 7 .375 16.19 2054 9% 9 -% x 954 CM FS `) 18 18.000 411.1800 40.25 71 7 250 18.19 22% 91/2 10-% x 954 CM FS 18 18.000 411. 1.1800 4525 75 7 .313 18.19 221h 9% 10- %x 9% CM FS 18 18.000 411 - 2.1800 52.05 82 7 .375 18.19 221h 91h 10-% x 9Y2 CM FS 20 20.000 411- 2000 46.70 83 7 .250 20.19 24 954 12 -% x 10 CM FS 20 20.000 411 -1 -2000 51.35 88 7 .313 20.19 242/4 9% 12 - %x 10 CM FS 20 20.000 411.2. 2000 5920 116. _ 7 .375 20.19 243/4 91h 12 -% x 10 CM FS 22 22.000 411.2200 55.60 94 7 .250 22.19 271A 9% 13 - %x10 RSS FS 22 22.000 411 - 1.2200 $4.50 98 7 .313 22.19 27% 91h 13 - %x10 RSS FS 22 22.000 411.2.2200 70.25 121 7 .375 22.19 27% 91h 13 -% x 10 RSS FS 24 24.000 411. 2400 86.35 112 7 .250 24.19 29% 954 14 - %x10 RSS FS 24 24.000 411.1.2400 74.55. 118 7 .313 24.19 2912 9Yx 14-% x 10 RSS FS 24 24 -OW 411 - 2.2400 85.60 138 7 .375 24.19 295% 91h 14 - %x10 RSS FS *Flanges PS = Pressed Steel tSleeves BS = Beveled Steel SEE DISCOUNT SHEET 1 CM =Cast Malleable Iron FS = Flared Steel RSS = Rolled Steel Section CM =Cast Malleable Iron .`t �i i'IPi.. -i• - • 413 TRANSITION COUPLING?PTO CONNECT PIPE OF DIFFERENT ROxIIMATELT Y4 INCH. PNRIS TAPE SMITH -BLAIR Steel Transition Couplings are de- signed to provide the same leak -proof seal and strength qualities as offered in SMITH -BLAIR Straight Couplings. The 413 Transition Coupling connects any combination of types of pipe where both pipe O.D.'s fall within the same O.D. range as listed in the second column on the 413 Price List. For greater variations in outside diameter. use .SMITH -BLAIR 415 Reducing Couplings. Transition couplings for larger O.D. pipe are available. ORDERING INFORMATION When ordering couplings for larger O.D.'s than listed, please show the O.D. of each pipe- end. Also show the type and class of pipe to he connected and sleeve dimensions desired. • PRICE LIST EFFECTIVE NOV. 1, 1961 SUMBLAIR 413 -- TRANSITION COUPLINGS CANCELS ALL PREVIOUS PRICE LISTS a DISCOWO Fa For TWO aJ.Y UST K(GNr Ap. SLEEVE DIMENSIONS SLEEVE SLEEVE FLAKRE OVMAH. COLTS . O NIIYh ass CATALOG - RICE SeIlL SLEEVE LENGTH THICKNESS I.D. O.D. - : LENGTH NA., Olt & Lgth. k at (hl NUMBER Ea h Ea., Lit (•) It (A) In. (M) It We. (L) In. In. 54-44 628 .b40 $ 3.05 2% 5 .133 1.05 3% 6 2 -S' x 6 "1 Vt-% .750. 100 9.40 244 5 .140 1.38 4 6 2 - %, x 6 44-1 .175. 1312 em BY 4.00 3 5 .145 1.61 4 6 2 -J(, 11h -1% 1.9941.900 CATALOG 4.85 4 5 .154 2.07 41/2 6% 2- 1;4.2 1.904 2375 NUMBER 5.90 7 5 .203 2.47 5% 7 2- 14 x 7 2 2.975- 2.O The 6attleg 7.85 8 5 .216 3.07 6 7 2 -1/2 x 7 2-3 2.7% 3.910 umber for a 9.75 it 5 237 4.03 7 7 2 -1/z x 7 14 3.604 4650 SMffN-KAIR 413 19.10 12 5 .258 5z 7% 7 3-5/8 x 7 43 4.804 5.730 is 413 I9 5 -.280 6.07 - 9% 71/2 4-5/a x 754 fWb*ed by the - 4b 5.704 6.900 1utswy gimmm 24.00 24 5 .301 7.02 10% 75'2 5-44 x 755 67 9.614 7100 of the Ivan Pipe 26.65 30 5 .322 7.96 11112 7y2 5` 3f1 .Se 8 a� 86B0 • slid the bums Diameter of the 3085 30 5 .342 8.94 1215 754 a"'�r'� 9 9625. 9.420 - small pipe. 32.70 36 5 .375 9.63 14 714 ° 6-44 x 714 8.10 9.15420.250 EXAMPLE: 41.55 44 5 .250 10.75 13% 7% 6-44 x Ph you baha to 10 10.004I0.750 9m�"o east IrOR 42.75 38 5 .375 10.88 14-/4 7% 7 -5/s x 7V2 10 1072011.430 O.D. at f 1100 48.65 39 5 .375 11.75 14% 71h 7- s /sx7'/z 10 11.10411.950 to p19a eltb O.D. of 4150 40 5 .375 12.56 1554 11/2 7 -s/a x 754 6.$29 ". CRtaloa ' 12 12.75413.780 mmbw It 57.10 54 5 .375 13.87 18 7 yz 8 -41F x 7% 12.14 ' ISNO14.480 -' 411116493 59.40 59 5 .375 14.75 191/4 71/2 8- 44x718 Transition couplings bass md(paMa Iron flanges ad beveled steel sleeves. - SEE DISCOUNT SHEET I To coned any mullinatlen of types of pipe where ISSM pile O.D.'s, fail within the same O.D. range. (See column twoJ F • is I] f� In. 6 8 9 10 11 12 13 14 15 16 17 18 19 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 415 IEDUCING COUPLING FOR CONNECTING PIPE OF DIFFERENT O.D.'S SMITH -BLAIR 415 Reducing Couplings provide the same leak -proof seal and strength qualities existing in the SMITH -Burn Straight Couplings. They are used to connect any combination of two sizes or types of pipe. There is practi- cally no limit to the difference in pipe O.D.'s or the combinations of pipe sizes that can be connected with SMITH -BLAIA Reducing Couplings. (Also see SMITH- BLAIP. 435, Reducing Cast Couplings.) See page 4.51 in catalog No. 6. Where the variation in O.D.'s is 11/4 inches or less, the Reducing Coupling length is approximately 11 inches. Where the variation in O.D.'s exceeds 11/4 inches, the coupling over -all length is approximately 15 inches. LIAISE PIPE END "'"' ?.D. Rqp In. 5.00. 7.49 7.50- 8.49 8.50- 9.49 9.50 -10.49 10.50.11.49 11.50 -12.49 12.50 -13.49 13.50 -14.49 14.50.15.49 15.50.16.49 16.50 -17.49 17.50.18.49 18.50.19.49 19.5420.99 21.0422.99 23.0424.99 25.0426.99 27.0428.99 29.0030.99 31.0432.99 33.0434.99 35.0036 -99 37.0438.99 39.00-40.99 41.00-42.99 43.0044.99 45.0046.99 47.0048.99 LIST PRICE Each $ 36.15 50.30 56.55 62.85 67.55 73.85 78.55 93.30 09.55 92.70 97AO 102.15 106.95 110.00 119.40 124.15 135.15 141.40 146.15 157.70 161.00 173.15 174.85 178.30 189.30 192.95 204.30 2DR an Larger size combinations available on rei ORDERING INFORMATION Please Dhow the O.D. of each pipe -end to be coupled. Also show the type and class of pipe to he connected. Specify if to he furnished with stops. PRICE LIST SMIFN•BLAIR 415 - REDUCING COUPLMU PIP. SMn In. 4 5 6 7 8 9 10 11 12 13 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 SMALL PIPE EIIO PIP. 0.0. PDE 6[ Rmnp, In. END 3.50. 4.49 4.50- 5.49 5.50. 6.49 6.50. 7.49 7.50. 8.49 8.50. 9.49 9.50.10.49 10.50 -1I.49 11.50.12.49 12.50.13.49 13.50-14.99 15.00.16.99 17.00.18:99 19.0420.99 21.0422.99 23.0424.99 25.0426.99 27.0428.99 29.00 -30.99 31.0032.99 33.0034.99 35.003619 37.0038.99 39.00 -40.99 41.00-42.99 43.00-44.99 45.0446.99 f 22.00: 2585 36.15 44.00' 59.30 5156 an 8TM I'm 78.55 13.30' 92.70 102.15 110A0 . 119.40 . 124.15 135.15 141.40 146.15 157.79 181.06 173.15 174.95 178.30 1a.38 192.85 204.30 mA� pPLUK 01111409 NDIItEB Toa soblmg member for a sMrtB•D1A81 415 b qo umbr 416 Omhido mgb mbr the and e OHqdm abodes of the UNN PhIL E701NN: Tw desire N nmfle "I pje wile O.D. of 18.80° to toot Iron Pipe with O.D. of 15.38' Catalog ON" W 41 5-18.8&1538. EPPKtiM Nov. I. tail Dime ALL PRMOM RICE LISA m D*%= To fillivre the Rd M Rf+anW15, I�UW 115, add ft Not prim of tin large md.b the fist prlCe of IDo wIMO ad. EXAMPLE �4rg1p5.18.00.15.30 ld la. suits Small mM 15.30 hL SaIll TOTAL -� u3T PRICE SIK" Same 4.20 416 IOULATING COUPLING ?FOR METAL PIPE The SMITH -BLAm 416 Insulating Coupling for metal pipe connects and seals effectively on the same principle as the Straight Couplings. In addi- ig With Boot tion, the 416 stops the flow of electrical current along the pipe by means of a neoprene insulating boot. The boot extends over one pipe -end well be- yond the exterior of one flange, thereby breaking any metal -to -metal contact between the pipe -ends. Use of the 416 is recommended where the travel of electrical current is hazardous or damaging to the system. Insulating couplings are available in reduc- ing sizes on special order. (Also see SMITH -BLAiR 438 -Cast Insulating Couplings, page 4.47.) ORDERING INFORMATION Please show O.D. of pipe -ends. Also show the type and class of the metal pipe to be con- nected and insulated. PRICE LIST SMITH -BLAIR 416 - INSULATING COUPLINGS Hem. OVER -ALL DOLTS TYPE WEIGHT SLEEVE DIMENSIONS Pipe Plpn Of LIST Apy SLEEVE SLEEVE SLEEVE Size O.D. CATALOG PRICE SOipp'. LENGTH THICKNESS I.O. In. 14. NUMBER Enah EA, LOT. (a) In. (A) e. IN) In. 2 2.375 416 -238 j 13.70 6 5 .216 3.07 2Y2 2.875 418.288 17.40 6Y2 5 .237 4.03 3 3.500 416.350 18.25 11 5 .237 4.03 4 4.500 416.450 2155 1112 5 .258 5.05 6 6.625 416-693 27.40 26 7 .250 7.50 S 8.625 416.863 33.00 29 7 .250 9.13 10 10.750 416- 1075 43.05 41 7 .313 11.31 12 12.750 416.1275 48.10 43 7 .313 13.81 14 14.000 416 - 1400 62.20 56 7 .313 14.88 16 16.000 416.1600 66.50 68 7 .313 17.13 18 18.000 416 -1600 78.00 75 7 .313 18.50 20 20.000 416 -2000 104.85 88 7 .313 20.50 22 22.000 416 -2200 120.75 98 7 .313 22.50 24 24.000 416 -2400 131.00 118 7 .313 24.50 *Flange$ CM = Cast Malleable Iron Flange RSS = Rolled Steel Section Flange EFFECTIVE NOV. 1, 1961 CANCELS ALL PREVIOUS PRICE LISTS 6 DISCOUNTS FLANGE OVER -ALL DOLTS TYPE TYPE O.D. LENGTH No., Oil. S Loth. Of Of (0) In. (L) In. in. FLANGE' SLEEVEt 614 7% 2 -s/e x 7 CM BS 7 7% 2 -i/2 x 7 CM BS 7 7% 2 -1h x 7 CM BS 8va 7% 3-12 x 7 CM BS 11% 10% 5-ve x 10 CM FS 133(6 10% 6 -%x10 CM FS 15N, 10% 7 -%xI0 CM FS 173(6 10% 8-%x10 CM FS 193(6 10% 8-%x10 CM FS 21% love 10 -%x10 CM FS 23% 10% 10 -%x10 CM FS 25746 10% 12 -1s x 10 RSS FS 273f, 10% 13-%x 10 RSS FS 29';, 10% 14-% x 10 RSS FS tSlaeves BS = Beveled Sleeve FS = Flared Steel Sleeve SEE DISCOUNT SHEET • I t • 0 C • 418 TEE COUPLINGS FOR SMALL DIAMETER PIPE ii SK I.OSO 416419' 1 m Mx 1.313 101E-10: ' Iii SK l:e a 4919, 1S5 31L I.M ' z bt 20 9 C.L 9.500 4*30 The 418 Tee Coupling is designed to provide a tapped branch outlet of the same diameter as the run of the pipe; supplied for standard pipe in sizes of 3/4 inch, 1 inch, 11/4 inches, 11 /2 inches, and 2 inches. The 418 is used extensively to cut in branch lines, to cut in for risers to faucets and for risers to sprinkler systems. They are easy and fast to install. The Tee - Sleeve and Flanges are of malleable iron. The use of a bushing will provide an outlet reduc- tion. SMITH -BLAIR STEEL COUPLINGS FOR LARGE DIAMETER PIPE SMITH -BLAIR 411 Couplings with electro- galvanized steel bolts and neoprene gaskets installed on 73.25 O.D. steel pipe —in New York City. SMITH -BLAIR 411 Steel Couplings on 40- inch O.D. lines from sewage pumps. r� SMITH -BLAIR 411 Couplings with flared sleeve and pressed steel flange provide flexibility and save close measurements in numerous installations of this kind. 4.21 r .A APPLICATION INDEX APPLICATION OF SMITH -BLAIR COUPLINGS FOR PIPE* h 1 SEE SEE USE SMITH -BLAIR CATALOG APPLICATION OF SMITN.BLAIR USE SMITH -BLAIR CATALOG NUMBER PAGE NO. COUPLINGS FOR PIPE` NUMBER PAGE NO. 1. To connect plain -end steel pipe SMITH -BLAIR 411 4.15 of the same O.D. Straight - 2. To connect tees or crosses to Standard Sleeve existing lines on "cut- ins." Length 3. To connect concrete cylinder pipe of same O.D. 1. To connect plain -end steel pipe SMITH -BLAIR 412 4.17 of same O.D. where conditions dic- Straight - tate a longer sleeve length. Long Sleeve 2. To connect concrete cylinder Length pipe of same O.D. To connect plain -end steel pipe to SMITH -BLAIR 413 4.18 asbestos -- cement or cast iron of the Transition same nominal size but different Couplings 0.0.'s. 'Also see catalog pages 4.42 to 4.56 on cast couplings and applica- tions. 4.22 To connect plain -end steel pipe of SMITH -BLAIR 415 4.19 any class or size to any class or Reducing size of cast iron, asbestos - cement Couplings or steel pipe. To connect plain -end steel pipe and SMITH -BLAIR 416 4.20 to prevent any possibility of elec- Insulating trical current flow along the pipe. Couplings To make branch tee connections SMITH -BLAIR 418 4.21 equal in size to the pipe run on Tee small diameter pipe. Couplings SMITH -BLAIR Main Office & Factory: 535 Railroad Ave., South San Francisco, Calif. SMITH -BLAIR Southwest Office 8. Factory: 300 Waco Street, Texarkana, Texas SMITH -BLAIR Warehouses and Sales Offices: 5635 E. Imperial Highway, South Gate, Calif. West Newton Road, Greensburg, Pa. 1952 Milwaukee Way, Tacoma, Wash. FORM NO. 1273 —FYM 3-62 -e1 • -T IS $IV l'- V z z 1- z w co w N A OZ 1- dixt zwO.z D OZ ZOZ Ll 01 J1 IN' 10 ID Q 4I 0I cj! it ol !T t-4 ol N; (Ij il V1. o I � I r} I" i � { . I J 71, C2, INS n It, C4 It INja W IF r 1N 4f iF J. lw r 1� ; O w 0 X In z Z 0 z of st 00. On 00 Z2 zwz D 00 rN ---------- zoj , al ut 04 �; �V� ' gel i N' ; a !� t� C�- ill i 1 4d mi 0. m 0' C� m U6 C4 F4 C4 ;0 z .0 w f .0 w J. lw r 1� ; O w 0 X In z Z 0 z of st 00. On 00 Z2 zwz D 00 rN ---------- zoj , al ut 04 �; �V� ' gel i N' ; a !� t� C�- ill i 1 4d mi 0. m 0' C� m U6 C4 F4 C4 _ STREAMSEAL BUTTERFLY VALVES aamm j 1509M FR MMMEMt. - YG-2o Manual Worm Gear- andwheel, Dimensions RECD FEB 1 1967 O it D F 1 '• s 150PR ANPM FLANGED- RUBBER 4:701M SEATED - RENEWABLE BOX. 4. ---rr fBDIR. �H- np..&0_S FM FLG. FOR BOTH FLANGED 8 WAFER TYPE VALVES USE DIMENSIOII CC WHEN RENEWABLE SUTPFING BOX IS REQUIRED Sill Aqw A b" A55YE DO NOT U5EGA5rFT AV 7MI5 51M OF VgLVE AS SEAT FIND ACTS AS 6A5AET n FLG.ONLY NOTE: VALVE NAY BE INSTALLED IN EITHER THE HORIZONTAL OR VERTICAL POSITION FLOW MAY BE IN EITHER DIRECTION NOTIO TORQUE RAnA w 1"7/ *f 54 MRAISOFNAMDW BORE OF BODY t•FOXY CAVTED M /Al. OF $ #*c3 - -- - -•- ^•. wrvy UPI ING ENGINEERS, INC. SHOP DRAWING P.CVIFVJ NO EXCEPTIONS TAKEN ;,;rq.p i�i<D 450 W M T iIIOTED ._ _ j RCJECTEO - R ESUBMIT e ©e ©eeee�e�ee® ©�e�eee�eee ©t• ���t i��saza t������n��r������[[ertar ®® iSI•t'E7CiSr[CEel a r]!JI MQUi1 �ia�ilIIll F�'ll lEl iJ' ail wnmfiSluE7[If]Eit�[IflfS1F�[il lE�EF2tll fhilW96�1 [E]til[471Fa6)f7.)c7Fra W�11 F)Clt )U AIt/117[WlEIAW'IrlFI7 ilFl�Al[Ill/Rlfl[�1f1Ff7 r�ila��il�i�n" ivairs�i�c�tra��En�lia�l [��retl�r%a.�o>'3[er� ®® ��s�>_ NOTIO TORQUE RAnA w 1"7/ *f 54 MRAISOFNAMDW BORE OF BODY t•FOXY CAVTED M /Al. OF $ #*c3 - -- - -•- ^•. wrvy UPI ING ENGINEERS, INC. SHOP DRAWING P.CVIFVJ NO EXCEPTIONS TAKEN ;,;rq.p i�i<D 450 W M T iIIOTED ._ _ j RCJECTEO - R ESUBMIT STREAMS BUTTERFLY VALVES 3r20.•J u. , Renewable Stuffing Box �.a.... Crass Section and Material List �1 1508, M, FR, FM RUBBER $ METAL SEATED - RENEWABLE BOX 61564 JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC SHOP DRA'J`lING R!_V!FV'_._ .__. __._...._ NO EXCEPTIONS T /.1. =il /IT MAKE CORRECTIONS NOTED! Ri .;t:CPcD. RESJUMfT CUSTOMER SOUTH F40FAf C0N3'T,P0L7-0e5 CUSTOMER ORDER NO. 142 -1 UANTITY (eLAs5 125-16 A.C. SHOP ORDER N0. 7p- 550033779 TE 12- 29.66 �EMARKS BOeE OF BODY EPDXY COATED MIN. OF 8441 L 5 N/ /TH KEYSITE 740 (7LANO fFVEWABLE .SIVFf/NG BOX v"IF LC B.ez 0-!3Z ALLOy, [L I. q48, CL. 40] VAL 1/E S!/AFT �i PAPN /7E P14ce NG N/ RES /Si TYPE 1 LZN.57[.7YPE904] [ASBESTOS] E l� D.PIV- LOK P/N �— [C'OR.P. RES /37. S/L�71 / � FABPO /D- BlBE2Gi[A55�?EFLQ� 7 COYsf ,446, CL. 40] 91D COYE.e HEX ND. BOLT [Cq -PBO.V .574] `-BODY rjLAND .BOLT /h'EX� C.I. A48C1.40 [.L'VBBE,e -51pelAI6 P /rV 4. GA54e SOC.HD. SETSC PEW ['O,P,P PESlST. S7L� 6 [!/ELLL/N/O /D] [STN. 57Z. TYPE STUFF /YIT BOX SP9G'E2 SEAL 'P/NC7 7'!F'VST COLLY+i e [C. I. 446,, oz. 403 NATVPAG 'WoBee -i [BIZ B/4417LLOy9� CtiYE'iif�B6NA�it�" JTUB S//gFT * 9 [STN. -'57L. TYPE .004 WAFER ONLY NOTE.' SEAL ,21NG FASTENED ** INSTALL WITH LOCTITE, TO .UGDY wITN 57N. sn, HEAT TO DISASSEMBLE, -5eREw5 STD. WAFER VALVE SHOWN. (MAT'L. APPLIES TO BOTH WAFER AND FLANGED VALVES.) SSS2437 �o STREAMSE�UTTERFLY VALVES •� Manual H -B Gear, With Spur- Handwheel, .�.. .,„ - Dimensions SO, 12S ` 1SOFR FLANGED TYPE- (WITHOUT SPUR) RUBBER SEATED, STD. $ VACUUM CLOCKWISE ROTATION OF HANDWHEEL CLOSES VALVE 6/567 CUSTOMER 50UTH PACIFIC CON57.PVToQ9 CUSTOMER ORDER NO. I4Z -1 QUANTITY Z- 90=150FX (CLASS /Z5-Ab A -C SHOP ORDER No. 7Z -5500 -33779 DATE 11.19.66 AiP�',i:i AfJD RESUS:vUT PEk 453y. REMARKS 0PE2A Toe Tb HA ✓E -3PUQ,'I OCKINIS REIECTEO•RESUBMIT DCy /6E d JTOPJ U FLAW MAY BE IN EITHER DIRECTION R L— VALVE MAY BE INSTALLED WITH SHAFT IN EITHER THE HORIZONTAL OR VERTICAL POSITION 30,—Z=:4 1SOPR FLANGED TYPE (WITH SPUR) RUBBER SEATED -STD. W. A55Yb' H- NO.BOL75 EA. Flf�. UU J- =EE005 = CC K-F 2 TAP SZE ArAr- AV. TAF1.7 F I i EA. FLO. FA. FLG. IG L --f-- C up I�eeMEMO JAMES M. MONTGON ER440NSULTING ENGINEERS, INC. meemei� NO EXCEPTIONS TA $E LZ WFF AiP�',i:i AfJD RESUS:vUT MAKE CORRECTIONS N REIECTEO•RESUBMIT BY W. 8. ' DATE 2- IG L --f-- C up 1111111tiIIIi of I. i ,vote:_. i TO20UE QAT /N(, _ ¢58d I • /• 7/ - 1VXA13 of HANDWHEFL PIMP F F R 1 196% 55D2461 -50RE OF DODy 4 EX7ER/ox OF YANE EF7xy COATED mm, of 6 M/Lj-� w17M 'X'fYJ 17E 740" �.Qc✓ / 30-67 I�eeMEMO meemei� ®eeemmie©e. = = = =� 06OLMN 6i�E ���[OLD!)fi70�I P. 1< FfOR71WfRf. 11GR'} i�RF )flfi/F1Li!a7f�ci�l!3ilfl[•7Wi E3 s"�L��1rra »a�s.rt�cu�.w�>,[s�i�c.^*;� �: �:�_C�:�:��:����_ - 0F$7i2E�7LUEf F1'] tRl all kEJ �iFY ILISkiltrkiCl�t:D.`�t:'"��::� �:•�• iIJ •iFE�7LLLV�RkEE7LFh7LllflLtlEl L.'3)Ntlf [ l� ]FEl]LtE17��1���1♦����.M!•R - -� ' �J• fi�7FS10��EfEl�I�mEYID�O�I� —���� W / - -� 1111111tiIIIi of I. i ,vote:_. i TO20UE QAT /N(, _ ¢58d I • /• 7/ - 1VXA13 of HANDWHEFL PIMP F F R 1 196% 55D2461 -50RE OF DODy 4 EX7ER/ox OF YANE EF7xy COATED mm, of 6 M/Lj-� w17M 'X'fYJ 17E 740" �.Qc✓ / 30-67 STREAMSEA TE Y VALVES 30 50F E . Plain Shaft W /Corrosion Resistant Seat Cross Section and Material List BODY GPAPN /TED fJ�C,(� /A/� [ASBESTOS] YAL ✓E SHAFT [37N. STL. 7YPE.30�� ^5A; I.Z.ti, 50 FR AND VARIOUS ENDS - STD. 4/567 CUSTOMER SOUTH PNC /FYC C0n1_,7'e /CT0.Q5 CUSTOMER ORDER NO. 147 -1 UANTITY 2-90"-190F4 (CLg3.3 -C SHOP ORDER N0. 71. 5500- 33779 DATE Bo2E OF BODY f EXTreloR OF VANE REMARKS EPoxY COATED MIN, OF 8 0 1 C5 W 17N KEYSITC 740 -.559r PING [STN. STL. TYPE 304] FLAT f/D. M9CN. 5C.FEW [5W STL. TYPE /8-81 7%0Fe P/N I r[STN.57G.70e -4/6] PETfI/NFP .P /Nl — [57N. 571. TYPE 904] STUB .Sh'AFT - C-V V 57L. TYc- -YO4] {/ANE 7-10r.449 C'L.45] t UBBE.0 SEAT ✓SAL RIJAW'F c -fH/L� AYE;4k4� 09ir t 80f& O=,FiNG ;I n s GLAND f/EX HD. BOLT //EX JAM Ivor T/1RU5rC'OLLAP ENDEOIEe [C9PBGW STL] BOLT - S, I C EX ND. J ES M. NTG6MER 9 LT _ ,PEON 37L] . C7LANLl I SHOP DRAW.ING!z',,OYV6 P/A/ NO EXCEPTIONS TAKEN I A.�����"�• BL/SN/N[j MAKE CORRECTIONS NOTES l C1_C'i'LD- RESUBidi T -` BY B. DAT STD. FLANGED VALVE. SHOWN. (MAT'L. APPLIES TO FLANGE, MECHANICAL JOINT, VICTAULIC, DRESSER AND BELL END VALVES.) 55S2372 To Foam P-202-A , tof I \1 Ir 1) 9 1961 3,1 3 Bit' 0 STATE OF CAUTOKNIA DEPARTMEINT OF PILMLIC WORMS (f -q-37 11W 075 1 -1 A ,.pjPIVISION OF HIGHWAYS �CROACHMENT PERMIT , Permittee California r;�b.-kary 7, (17 In compliance with your request subject to all the terms, conditions and restrictions written below or Printed as general or special Provisions on an,-,, Part of This form PBRAussioN is HFP It -i c? varl- t—*�D .,-.EBYGRANTEI)TO ar, 01' j4 L C 12 J... 'J%.; V3 "),I , j. -. - fox, i;llco Of corl- cil 14- !,�, d 'n 2 Ve 1z✓"aj to th�:W civ 0"' for Uze 1) A cilf tw,.) I!' Ll ea-,h -d itict; 1-1.3.071 v1v11l be for p'.4LUI.c t-Xa -flc at a' I aidltiv-n to the Xurn� rt - -o a ace 0 ao' '0 On a !a of 2t tll--Z;,.�ie��,.z tl,, and tile tra— cle6 wuy aril a t. z"' 31 '11d r--41-peetl ty� V'1411,= a Of 1- 1 ZIC-11 CtnOim -n-le lin-a atrl�)Q, All ex"tln,, -j�vtn b-1 - '-- I I ly S•at-!� F:-rCOS in 4.CC0�1u;O.'ICe With th3 LtTii a. 'S ta ta This Permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby. ( C �.,a Li U,%:D ) This permit shall be void unless the work herein contemplated shall have been completed before ----- --- — ----- DEPARTMENT OP PUBLIC WORKS C, I DIVISION OF HIGHWAYS .IS 0L C-1 A, L4 So. Pacific Constructors - 2 767 -E- 766751 -Bd Striping Plans dated 8- 11 -65. Permittee shall phone Nir.L.R.Smith 72 hours prior to start of this work (Raymond 3- 1273). 2) A.C. pavement shall be sawcut by means of a concrete saw. 3) Installation of vault vent piping under existing cross gutter, spandrels and curb and gutter shall be performed by tunneling methods and the voids shall be filled with a sand cement grout. All vents shall be placed 2r behind the curb flowline. - 4) A minimum clearance of 42 ".shall be maintained between he top of the proposed vault structures and existing pavement grade. 5) Backfill material shall attain a sand equivalent value ' of 30% (Calif. Test Method 217F) and shall be compacted to 'a minimum relative compaction of 95 (Calif. Test Method 216F). 6) By acceptance of this permit, the permittee agrees to pay all laboratory costs in connection with the necessary tests as may be required by the Division Of K- 161iwaj3' Engineer to determine the sand equivalent value of the backfill material and the trench backfill compaction. It is further understood that the frequency of such testsshall not exceed one test per 15001 of trench at elevations of not less than every 21 of backfill depth. Prior to starting the trench backfill, the Permittee shall make the necessary arrangements with the Division of Highways' or a private materials testing laboratory to conduct these tests. 7) The existing dirt ditch shall be restored to original grade and cross section after the installation has been completed. c,'. 8) Permanent pavement repairs shall consist of 4" of A.C. = 7v over 12" of base material. -- 9) Permittee has posted a $1,000 State highway Permit Bond #02 -42 -90 dated 1 -30 -67 and expiring 1- 30 -69. Any extensions by the Grantor of time for completion of said work shall not constitute a release in any part whatsoever of the Surety's obligation. 10) In the event of a conflict between the City's Plans and Specifications and the requirements . of this permit, the permit requirements shall prevail. (CONTD. ) �rtYc w� uG VtluA w Copy So. pacific Constructors - 3 - 767 -E- 766751 -Bd 11) Should the Division of Highways' representative find work in progress prior to his notification, he shall stop said work for a period notless than the remainder of that working day. I 12) The attached Substructures and Signal sheets are part of this permit. 1 Special attention is directed to General Provisions 2, 3, 5 and 6 printed on this form. GENERAL PROVISIONS 1. Definit ion. This permit is Wood under Chapter 3 of Division I of the Seems and Highways Code. The term sncrach- mant is used in this permit as defined in the said Chapter 3 of said code. Except a otherwise provided for public agenda and franchise hold.., this permit is r",able an five dap notice. 2. Acceptant of Prov4bnt. It is understand and agreed by the Permitta that the doing a my work under this permit shall constitute an aceeptance of the provisions. 3. No Precedent Edabl shed. This permit is granted with the understanding that this action is not to be considered a establishing any precedent an the question of the expediency of permitting my certain kind of meroaehmmt to be second within right of way of Sam highways. 4. Notice Prior to Starting Work. Before starting work on which an inspector is required, or whenever stated on the face of this permit, the Permittee shall notify the District Engineer or other designated employee of the district in which the work is to be done. Such notice shall be given at lent three days in advance of the date work is to begin. 3. Keep Permit on for Work. This permit shall be kept at the site of the wakbnd must be shown to my representative of the Grantor or any law enforcement officer on demand. 6. Perseus front Other Agencies. The party or parties to whom this permit is leaned shall, whenever the sense is required by law, secure the written order or consent to any work hereunder from the Public Utilities Comminion of the State of CaMonds, or my other public board having jurisdiction, and this permit shall be suspended in operation unlon and until such order or consent is obtained. 7. Protection of Tra)fe. Adequate provision shall be made for the protection of the traveling public. Barricades shall be placed with red lights at night, ales fiagman employed, all as may be required by the particular work in progress. s. Miximusn Interference With Trefir. All work shall be planned and carried out an that there will be the least pstihls inconvenience to the traveling public except fa the specific work permitted. f. Storage of Material. No material shall be stored within eight (g) fat foam the edge of pavement a traveled way or within the shoulder fine where the shoulders are wider than eight feet. 10. Clan Up Right of Way. Upon completion of the work, all brush, timber, scrap and - material shall be entirely removed and the right of way left in a presentable condition as before work started. 11. Standards of Conrtrortime. AE work shall conform m recognized standards of construction. 12. Supervision of Grantor. Ail the work shall be doer subject to the supervision of, and to the satisfactions ref, the Senator. 13. Future Moving of Installation. It is understood by the Permitter that whenever construction, reconstruction or maintenance work on the highway may require, the installation provided for herein shall, upon request of the Grantor, be immediately moved by, and at the sole expense of, the Permitter. 14. Expense of Inspection. On work which requires the presence of an employee of the Grantor as inspector, the salary, travel- ing expense and other incidental expense of such inspection during the work shall be paid by the Permitter upon presentation of a bill therefor. I3. Liability for Damages. The Permittee is responsible for all liability for personal injury or property damage which may arise out of work herein permitted, or which may arise out of failure on the Permitter s part to perform his obligations under this permit in respect to maintenance. In the event any claim of such liability is made against the State of California, or any department, officer, or employee thereof, Permittee shall defend, indemnify and hold them and each of them harmless from such claim. This permit shall not bt tfiective for any pcpose unless and until the above named Ptrmitta filer with the Grantor, a may bond in the form and amount required by said Grantor, union specifically exempted on the face hereof. The requirement that a bond be fled data not apply in the event the Permitter is a governmental board which derives its revenue by taxation. 16. Making Repairs. If the Grantor shall so elect, repairs to paving which has been disturbed shall be made by employees of the Grantor and the expenses thereof shall be borne by the Permitter, who shall purchase and deliver on the road the materials necessary for said work as directed by the Grantor. All payments to laborers, inspectors, etc., employed by said Grantor for or on account of the work herein contemplated, shall be made by said Permitter forthwith an receipt of written orders, pay rolls or vouchers approved by Grantor. Or the Grantor may elect to require a deposit before starting repairs, in an amount sufficient to cover the estimated cat thereof. The Grantor will give reasonable notice of its election to make such repairs. If the Grantor does not so elect, the Permitter shall make such repairs promptly. In every case the Ptrmitta shall be responsible for restoring my portion of the highway which has been excavated or otherwise disturbed to its former condition a nearly as may be possible except where the Grantor elects to make repair, to paving as above provided in this paragraph and except where provision to the contrary is made in the typewritten portion of the permit. 17. Cart of Drainage. If the work herein contemplated shall interfere with the established drainage, ample provision shall be made by the Permittor to provide for it as may be directed by the Grantor. is. Sxbmit Location Plan. Upon completion of underground or surface work of consequence, the Pertain" shall furnish plan to the Grantor's District Office showing location and details. 19. Maintenance. The Permittee agrees by the acceptance of this permit to exercise reasonable care to maintain properly any encroachment placed by it in the highway and to exercise reasonable care in inspecting for and immediately repairing and making good any injury to any portion of the highway which occurs as a result of the maintenance of the encroachment in the highway or as a result of the work done under this permit, including any and all injury to the highway which would not have occurred had such work not been done or such encroachment not placed therein. PIPES, CONDUITS, GAS PUMPS, ETC. 20. Crossing Roadway. Service and other small discover pipes shall be jacked or otherwise forced underneath pv own, without disturbing none. Pavement an roadway shall not be cut unless specifically permitted an the face hereof. Service pipes will not be permitted inside of metal culvert pipes used a drainer structures. 21. Linvit Excavation. No excavation u m be made closer than eight (s) face from the edge of the pvemmt euept a may be specified. 22. Tunneling. No tunneling will be permitted except an major work a may be specifically set forth an the flee hereof. 23. Depth of Pipes. That shall be a minimum of two (2) feet of cover over in pipes or conduits. 24. BackfI ing. All backfilling is to be moistened as necessary and thoroughly hand tamped, there being not lee than cos temper to each shoveler. Whenever required by the grantor, a trench craning the roadway shall be bakflled with gravel a crushed rock. 23. Preserve Surfacing Material. Whenever a gravel or crushed rock surface is trenched, such material shall be placed at one side and when backfillins is started the rock material shall be replaced to in original position. 26. Maintain Surface. The Parmittee shill maintain the surface ova structures placed hereunder a long ar ownsery. 27. Pipes Along Roadway. Pipes and utilities paralleling the pavement shall be located at the distance from trsvead way and at such depth a specifically directed an the face hereof. Cutting of trot roo1 s will not be permitted. d 0 0 POLES, WIRES, CABLES AND OVERHEAD STRUCTURES 28. Lordlon Pole Lines, tic. Pole lines shall be located one four from the property line unless otherwise specified one the face humid. 29. Public Utilities Commission Orden. All clearance and type of construction shall be in aaardance, with the applicable orders of the Public Utilities Commission of the State of California. 30. Permission )row Property Owners. Whenever neceutry to stein permission from abutting property owners, such authority must be secured by the Permitter prior m starting work. 31. Cleanse" of Treat. Poles most be of such height u to permit clearance over a tree 40 feet in height, where quick growing tree are in place. At locations where slow growing tests are in platy, normal construction standard nary be followed at the option of the pole line company, with provision to ultimately class a 40 -foot tree. 32. Gay Wirn. No guy wires are to be attached to trees except an specific authority and in no event shell they be a attached as to girdle the tree or interfere with its growth. Guy wires shall be kept at a minimum elevation of six fees show the ground whenever an directed. 33. Clewing Around Poles. The Permitter shall remove and keep class all vegetation from within a radius of a hart fin fast of the Poles. 34. Painting or Visibility Strips. All poles are to be painted fa a dismiss of six feet above the ground using white lad and oil or aluminum paint or in lieu thereof, when pole have crasotd butte, wood, metal or other approved type of visibility stripe may be placed. Wood strips arc to be Douglas fir 1" x 3 —3' Ions placed on 6" centers about the bas of pole and painted with white led and oil or aluminum paint. If mewl strip an used such strips may be placed either vertically or horiroatally. Paint is to be renewed u aim as may be required to maintain a satisfactory covering. If not painted when installed or renewed an the greats may consider necessary, the right is reserved to have this painting done and the Primitive hereby ague to bar the cart thereof undar the terms of this permit M. has do as pamt • ran" trade banned will be given amaidwsgon fe, mannetlw frvas thaw �,.v{der ve s writrw aerie d 9tresime aemmNOid by raiders, data as m pia luaadea, diaea... in elevation, ate. TM puce's d d ion will be bad h die rya N. 33. Reason Ofd Pairs, Guys and Stabs. The entire length of such timbers shall be removed from the ground and the holes backfdld and thoroughly tamped. PLANTING TREES 36. Location and Species. The location and kind of trees to be planted shall be specified on the face of this permit. 37. Planting and hfainirnance Cost. The Permits" must bear the cost of planting the trees. The arrangement as to maintenance of the seen shall be specifically set forth on the face of the permit. In particular cases arrangements may be made for the Grantor to do this work upon deposit of a certain sum for each tree which is to be planted. The Grantor reserves the right to assume the maintenance or to decline to do so as conditions justify. 38. Group Planting. The cost of group plantings and similar special work which may be agreed upon with the Grantor shall be borne by the Permittee. Land for such plantings shall be secured in fee by the Palmist" and turned over to the Scats. Plantings for parking and picnic grounds will not be considered in this connection. REMOVAL OR TRIMMING OF ROADSIDE TREES 39. Resuord of Tven. When permit is granted for removal of a tree u an independent operation or a a pat of other work, the entire stump shall be taken out fa a depth of at least two fast blow the ground surface. 40. Clewing the Sits All timber and debris shall be removed from the right of way. The bole left by the stump shall be backfilled and thoroughly ramped and the site left in a presotable condition. 41. Trimming of Tress. In general, only light trimming of branches two inches or leas in diameter will be permitted and only when specifically so stated on the face hereof. The shapeliness of the tree must be preserved. 42. Inspection. If the permit requires inspection by the Grantor during progress of the work the cast of inspection shall be borne by the Permitter. No charge will be made for occasional routine inspection. Road Approaches, Connecting Pavements and Minor Work 43. Grain and SpM%uasu. Grade and typo of contructim shall be u detailed by plant at mead as the 6m of this Permit. 44. 13orrn' and Wash. Only such borrow and waste will be permitted and within the limits a are forth an the face of this permit. 43. Motor Warn. Grading down of small banks, small ditchm, plating of awnings, and other similar minor work shall be governed by the lewd provisions and as dandled an the face hereof. Signs 44. Clearamer of Signs. The minimum donna from the sidewalk shall be twin far Railroad Crossings 47. Safety and Connsom a. The future safety and convenience of the tnvelies public &A be given every eoa ideration in the location and type of contraction. 48. Men ffigbway Ord& The grade and aperek:ntion of the track met eonf sma to the grade of the bighway as paint of clearing. 49. Widtb of Patties. The closing shall be planked or paved as may be specified an the face of this permit for tin fell roadway and shoulder width. G two SPECIAL PROVISIONS FOR ENCRNT PERMIT NO HIGHWAY FACILITIES: 767 -E- 766751 -Bd THE PERMITTEE SHALL NOTIFY THE DIVISION OF HIGHWAYS' SIGNAL LABORATORY AT 213 -723 -1373, AT LEAST 72 HOURS IN ADVANCE OF ANY EXCAVATION WITHIN 500' OF A SIGNALIZED INTERSECTION OR IN THE VICINITY OF STATE LIGHTING FACILITIES. THE PERMITTEE AND /OR HIS CONTRACTOR ASSUME THE RESPONSIBILITY FOR THE PAYMENT OF ALL COSTS INCURRED BY THE STATE IN REPAIRING FACILITIES DAMAGED DURING CONSTRUCTION. REQUESTS FOR RELOCATION OF FACILITIES FOR THE CONTRACTOR'S CONVENIENCE MUST BE MADE IN WRITING WITH THE CONTRACTOR ASSUMING COSTS, VII -EP- SIG -100 Rev, 10 -29 -64 108 -2000 ' • MAINTENANCE • SPECIAL TERMS AND CONDITIONS COPY (SUBSTRUCTURES) TO BE ATTACHED TO AND [BADE A PARTIMP ENCROACHMENT PERMIT NO. 766 -E- 766751 -Bd A. - Inspection Requirements 1 - It is imperative that the Permittee notify the State Inspector at least 48 hours prior to starting any work under this permit. State Inspector Mr. D. Raymond phone 714 -542 -4739 between and 9 a.m. or if no answer Dhone 2 - All inspection costs incurred incidental to this work shall be borne by the Permittee, unless otherwise specified on the face of the permit. 3 - All work shall be performed within the hours designated by the Division of Highways. B - Specifications Unless otherwise detailed and authorized on the face of this permit all work shall be done in accordance with the Division of Highways' Standard Specifications dated July, 1964, to the satisfaction of the Division of Highways representative and the following special provisions- 1 - SAFETY AND TRAFFIC CONTROL: A minimum ofSEE PERMITlanes shall be provided for traffic ineach direction. In aallT own, minimum clearances of two feet adjacent to any surface obstruction and a five -foot clearance between the excavation and the traveled way, shall be maintained. Frovision shall be made for barricades, lights, and flagmen to adequately protect the traveling public during construction operations. When necessary for public safety, flagmen shall be on duty 24 (twenty - four) hours a day at no expense to the State. When the permit authorizes installation by the open -cut method, not more than one lane of the highway pavement shall be open -cut at any one time After the pipe is placed in the open section, the trench is to be back - filled, in accordance with Specifications, permanent repairs made to the surfacing and that portion opened to traffic before the pavement is cut for the next section. 2 - CONSTRUCTION REQUIREMENTS: Unless otherwise authorized pipes and conduits shall be installed in a manner to provide at least a minimum clearance of 42 inches between the top of pipe and surface. Except in cases where the ,perimeter of pavement removal wi 1 be less than 30 feet, P.C.C. pavement shall be scored to a depth of lt inches by means of a concrete saw to provide a neat and straight pavement break along both sides of trench also, provide an unfractured pavement joint and rigid bonding of pavement replacement patch. A.C. pavement shall be scored as per P.C.C, pavement except where in the opinion of the State Inspector the pavement has b =en cut neat and straight along both sides of trench to provide an unfractured and level pavement joint for bonding existing pavement and replacement patch. 7 -MP -607 AUG 66 Rev (pygg) _ 0 9 14 Repairs to P.C.C. pavement s'... be made of Portland Cement concrete containing a' minimum of 7 sacks ofOV4ment per.cubic yard. Replacement ' of P.C.C.. pavement shall equal existing pavement thickness. The concrete shall be satisfactorily cured and protec #4 from disturbance for not less than 48 hours. High early cement m be required at the discretion of the Division of Highways' representative. Repairs to A.C. pavements shall be made with asphaltic concrete meeting State specifications, with every effort made to match the existing pavement as to color and surface texture. Replacements of A.C.' pavement shall equal existing pavement thickness but not less than 3 ". Rock base will be required. Structure backfill within the roadbed area shall be compacted in horizontal layers not exceeding 8 inches in thickness, using approved hand, pneumatic or mechanical type tampers, to obtain a "relative compaction" of 95 percent using California Test Method 216F. Structure backfill outside of slope lines and not beneath any roadbed shall be compacted to a relative compaction of 90 percent. Backfill material shall have a "Sand Equivalent" value of not less than 30, as determined by the California Test Method 217F, if the excavation falls within the existing or proposed roadbed. In such areas consolidation by ponding and Jetting will be permitted when, as determined by the engineer, the backfill material is of such character that it will be self draining when compacted and that foundation materials will not soften or be otherwise damaged by the applied water and no damage from hydrostatic pressure will result. Ponding and Jetting of the upper 4 feet below finished grade is RAnot permitter, hen ponding and Jetting is permitted, material for use as s ructure backfill shall be placed and compacted in layers not exceeding 4 feet in thickness. Ponding and Jetting methods shall be supplemented by the use of vibratory or other compaction equipment when necessary to obtain the re- quired compaction. Repairs to asphalt shoulders shall be made with SC -800 Asphalt Plant Mix Surfacing . (See second paragraph, third and fourth line) Concrete sidewalks or curbs shall be cut to the nearest score marks and replaced equal in dimensions to that removed, with score marks matching existing score marks. When installation is to be made by boring or Jacking under the traveled way, excavations on either side of the road shall be sufficiently distant from the edge of pavement to insure pavement stability and minimum obstruction to traffic as determined by the Division of Highways' representative. If considered necessary by the Division of Highways' representative, the permittee shall, at his expense, pressure grout from within the casing and /or from the top of pavement, the area between the pavement and the casing, in order to fill any voids caused by the work as covered under this permit. Service connections must be installed at an angle of 90 degrees from the centerline of the State Highway which the main line traverses. 01 a. ',) «dl'b/1 y/vi�Yj ?vic^ 77b no 1. it H z w H a w i -, A^� Ii D I V I I 1 1 V 1 v 1. it H z w H a w i -, A^�