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HomeMy WebLinkAboutC-976 - 1966-67 storm drain constructionr - cl T Y CL��Mt CONTRACT NO. 976 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS W. STORM DRAIN CONSTRUCTION OF 1966 -67 APPROVED BY THE CITY COUNCIL ON THIS 22ND DAY OF AUGUST, 1966 LdGl/t / i'T � ci w -irrn� ACTING CIT CLERK S ti CITY OF NEWPORT BEACH, CALIFORNIA NOTICE OF INVITING BIDS SEALED BIDS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK, CITY HALL, NEWPORT BEACH, CALIFORNIA, UNTIL 10:'3) A.M., ON THE 20TH DAY OF SEPTEMBER, 1966, AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS: STORM DRAIN CONSTRUCTION OF 1966 -67 (CONTRACT NO. 976) 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 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 INCLUDED WITHIN THE SEALED BIDS WHICH REQUIRE COMPLETION AND EXECUTION ARE THE FOLLOWING: 1. - PROPOSAL Z. PAGE 3 - DESIGNATION OF SUB- CONTRACTORS 3: PAGE (� - BIDDERS BOND ]{ PAGE 9 - NON-COLLUSION AFFIDAVIT 5. PAGEIO - CONTRACTOR IS FINANCIAL STATUS THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE AND CORRECT SIGNATURES AND SEALS OF THE CORPORATION, PARTNERSHIP, JOINT VENTURE AND/OR INDIVIDUAL. IN ACCORDANCE WITH THE PROVISIONS OF SEC71ON 1770 OF THE LABOR OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING WAGES IN THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH WORKMAN OR MECHANIC NEEDED TO EXECUTE THE CONTRACT AND IS SET FORTH A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CL NEWPORT BEACH. CODE, THE CITY COUNCIL RATE OF PER DIEM CRAFT OR TYPE OF IN RESOLUTION N0. 6258. CRK IN THE CITY OF 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 SPECIFICATIONS, FORMS OF PROPOSAL, BONDS, AND CONTRACT MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA. A AON- REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF STANDARD SPECIFIEi- CATIONS. A REFUNDABLE DEPOSIT OF $5.00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS. UPON RETURN OF THE SET OF PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS TO THE PUBLIC WORKS DEPARTMENT, THE $5.00 DEPOSIT WILL BE RE- FUNDED BY MAIL. 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 NEWPORT BEACH, CALIFORNIA LAURA LAGIOS, ACTING CITY CLERK PROPOSAL FOR CONTRACT NO. 976 STORM DRAIN CONSTRUCTION OF 1966.67 TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH CALIFORNIA THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE PROPOSED WORK AND HAS READ THE NOTICE INVITING BIDS, THAT HE HAS EXAMINED THE PLANS AND SPECIFICATIONS FOR CONTRACT N0. 976, AND HEREBY PROPOSES TO FURNISH ALL MATERIALS AND DO ALL WORK REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH SAID PLANS, THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH AND THE SPECIAL PROVISIONS, AND THAT HE WILL TAKE IN FULL PAYMENT THEREFOR THE FOLLOWING UNIT PRICES FOR EACH ITEM COMPLETE IN PLACE, TO WIT: ESTIMATED ITEM QUANTITY ITEM DESCRIPTION 6 REMOVE EXISTING CATCH BASIN EACH UNIT TOTAL @ ONE HUNDRED DOLLARS No AND CENTS $ 100.00 $ 600.00 PER EACH 2 1 24" C.M.P. DIVERSION HEAD EACH ONE _HUNDRED FiETY DOLLARS AND No CENTS $0.00 $ 150.00 PER EACH 3 8 CATCH BASIN (W =5 °) EACH $EVEN HUNDRED EIGH,IY DOLLARS No AND CENTS $ 780.00 $ 6,240.00 PER EACH 4 5 CATCH BASIN (W =7') EACH QQ NINE HUNDRED FORTY : DOLLARS AND No CENTS $ X40.00 $ 4,700.00 PER EACH 5 7 CATCH BASIN (W =10') EACH ONE THOUSAND FIFTY DOLLARS AND No CENTS $ 1=050.00 $ 7,350.00 PER EACH ITEM 9 7 11 i Ict 12 13 ESTIMATED QUANTITY I EACH ITEM DESCRIPTION CATCH BASIN (W =211) UNIT 2M TOTAL 286 LINEAR FEET 170 LINEAR FEET 33 LINEAR FEET 172.4 LINEAR FEET 18" DIA. R.C.P. DRAIN t@ FOURTEEN DOLLARS AND No CENTS $ 14.00 $ 4,004.0o PER LINEAR FOOT 21" DIA. R.C.P. DRAIN SIXTEEN DOLLARS AND No CENTS $_,L6.00 PER LINEAR FOOT 24" DIA. R.C.P. DRAIN $ 22720.00 G _ EIGHTEEN _ DOLLARS AND No CENTS $ 18.00 *_594.00. PER LINEAR FOOT 13" X 22" C.M.P.A. DRAIN TWELVE DOLLARS $ 2,064.00 AND No CENTS $ 12.00 $ 2 0.80 } PER LINEAR FOOT ONE THOUSAND SIX DOLLARS HUNDRED SIXTY No AND CENTS $ 1.660.00 $ 1 660.00 PER EACH 328 15" DIA. C.M.P. DRAIN LINEAR FEET @ TEN DOLLARS AND No CENTS $ 10.00 $ 3,280.00 PER LINEAR FOOT 100 18" DIA. C.M.P. DRAIN LINEAR FEET @ ELEVEN DOLLARS AND NO CENTS $ 11.00 $ 1 100.00 PER LINEAR FOOT 104 15" DIA.. R.C.P. DRAIN LINEAR FEET @ TWELVE DOLLARS AND NO CENTS $ 12.00 $ 1 248.00 PER LINEAR FOOT 286 LINEAR FEET 170 LINEAR FEET 33 LINEAR FEET 172.4 LINEAR FEET 18" DIA. R.C.P. DRAIN t@ FOURTEEN DOLLARS AND No CENTS $ 14.00 $ 4,004.0o PER LINEAR FOOT 21" DIA. R.C.P. DRAIN SIXTEEN DOLLARS AND No CENTS $_,L6.00 PER LINEAR FOOT 24" DIA. R.C.P. DRAIN $ 22720.00 G _ EIGHTEEN _ DOLLARS AND No CENTS $ 18.00 *_594.00. PER LINEAR FOOT 13" X 22" C.M.P.A. DRAIN TWELVE DOLLARS $ 2,064.00 AND No CENTS $ 12.00 $ 2 0.80 } PER LINEAR FOOT @" G EACH u8 G EACH G9 301 SQUARE FEET 20 218.2 LINEAR FEET 2G 45 LINEAR FEET Q SIX HUNDRED TEN DOLLARS AND CENTS $ 610.00 PER EACH MANHOLE D =201+ $ 1220.00 C ONE THOUSAND NINETY DOLLARS AND CENTS $ 11090.00 $ 1,090.00 PER EACH CURB OUTLET ® FOUR HUNDRED TEN DOLLARS AND CENTS $ 410.00 $ 410.00 FER EACH CONCRETE FLUME Q FOUR DOLLARS DOLLARS AND THIRTY CENTS $ 4.30 $ 1.290.00 PER SQUARE FOOT TYPE A CURB AND GUTTER Q THREE DOLLARS $ 708.50 AND TWENTY —FIVE CENTS $__L. 25 L 9_1 PER LINEAR FOOT TYPE B CURB C� TWO DOLLARS AND FIFTEEN CENTS $ 1 $ 96.75 PER LINEAR FOOT • • P m J ESTIMATED GTEM QUANTITY GTEM DESCRIPTION .. UNIT TOTAL N%' . AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PR BCE 14 2 JUNCTION STRUCTURE, D =31+ EACH @ FIVE.HUNDRED TWENTY FIVE DOLLARS AND CENTS $ 52500 $--L,050-00 PER EACH G5 G MANHOLE., D =61± EACH Qo THREE HUNDRED FORTY DOLLARS AND CENTS $ 34000 $ 340.00 PER EACH G6 2 MANHOLE D=81+ EACH @" G EACH u8 G EACH G9 301 SQUARE FEET 20 218.2 LINEAR FEET 2G 45 LINEAR FEET Q SIX HUNDRED TEN DOLLARS AND CENTS $ 610.00 PER EACH MANHOLE D =201+ $ 1220.00 C ONE THOUSAND NINETY DOLLARS AND CENTS $ 11090.00 $ 1,090.00 PER EACH CURB OUTLET ® FOUR HUNDRED TEN DOLLARS AND CENTS $ 410.00 $ 410.00 FER EACH CONCRETE FLUME Q FOUR DOLLARS DOLLARS AND THIRTY CENTS $ 4.30 $ 1.290.00 PER SQUARE FOOT TYPE A CURB AND GUTTER Q THREE DOLLARS $ 708.50 AND TWENTY —FIVE CENTS $__L. 25 L 9_1 PER LINEAR FOOT TYPE B CURB C� TWO DOLLARS AND FIFTEEN CENTS $ 1 $ 96.75 PER LINEAR FOOT 0 P -4 ESTIMATED ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 22 135 4" THICK CONCRETE SQUARE FEET @ DOLLARS AND FIFTY -FIVE CENTS $ .SS $ PER SQUARE FOOT 23 979 6" THICK CONCRETE SQUARE FEET @ DOLLARS AND SIXTY -FIVE CENTS $ .65 $ 636-35-- PER SQUARE FOOT 24 224D REMOVE EXISTING PAVEMENT SQUARE FEET @ DOLLARS AND ,SIXTY CENTS $ •6o $ I 44.00 PER SQUARE FOOT 25 107 1" A.C. TEMPORARY TRENCH RESURFACING LINEAR FEET @ DOLLARS AND SEVENTY FIVE CENTS $ •77 $ 50.2 PER LINEAR FOOT 26 236 3° A.C./4^ A.B. TRENCH RESURFACING LINEAR FEET @ THREE DOLLARS AND FIFTY CENTS $ j o $ 526.00 PER LINEAR FOOT 27 335 4" THICK W N. CONCRETE TRENCH RESURFACING LINEAR FEET @ Two DOLLARS FORTY. AND CENTS $ 2.40 $ p 8o4.00 PER LINEAR FOOT 25 104 VARIABLE THICKNESS ASPHALT CONCRETE PAVING Tows @ TWELVE DOLLARS AND CENTS $ 12.00 $ 1,245.00 PER TON 29 50 VARIABLE THICKNESS AGGREGATE BASE TONS @ SEVEN DOLLARS AND CENTS $� M $(� 0 PER QOM P -5 ESTIMATED ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 30 1 ADJUST MANHOLE FRAME AND COVER EACH TO GRADE Two HUNDRED FIFTY DOLLARS AND CENTS $ 290.00 $ __2 50.00 PER EACH 31 2 ADJUST WATER VALVE BOX COVER AND EACH OTHER MISCELLANEOUS STRUCTURES FRAME AND COVER TO GRADE ® SEVENTY DOLLARS AND CENTS $__70.00 $_L40.00 PER EACH TOTAL PRICE WRITTEN IN WORDS FORTY SEVEN THOUSAND, SIX HUNDRED SEVENTY -FIVE DOLLARS $ 46,8T,,3479 AND TWENTY CENTS TOTAL $ 42,,675.20 * CORRECTED TOTALS BASED ON EXTENSION OF UNIT PRICE ITEMS ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN F.5TIMATED QUANTITIES OF WORK; AS INDICATED IN THIS PROPOSAL, TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER=. IN CASE OF A DISCREPANCY BETWEEN WORDS AND FIGURES; THE WORDS SHALL 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 UNOERSIGNED 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 SIGNATURE, 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. 187183 ACCOMPANYING THIS PROPOSAL IS BIDDER'S BOND CASH,'CERTIFIED CHECK, CASHIERS CHECK OR BOND IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE. _ jE 4 -4051 PHONE NUMBER SEPTEMBER 20, 1966 DATE P.O. Box 100 GARDEN GROVES CALIFORNIA BIDDER'S ADDRESS DALE CASAOA CONSTRUCTION COMPANY IDDERBS NAME � (SEAL) Sl L.L. DOBKINS AUTHORIZED SIGNATURE AUTHORIZED SIGNATURE INDIVIDUAL TYPE OF ORGANIZATION (INDIVIDUAL, CORPORATION; CO- PARTNERSHIP) LIST BELOW NAMES OF PRESIDENT, SECRETARY, TREASURER AND MANAGER IF A CORPORATION, AND NAMES OF ALL CO- PARTNERS IF A CO- PARTNERSHIP' PAGE 3 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 BID, 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 I• .JEZOWSKI AND MARKEL 2619 W. EDINGER STREET, SANTA ANA, CALIF 2. 3.• 5 6. 7• 8. 9• 10 12. DALE CASADA CONSTRUCTION COMPANY BIDDER AM l'� S/ L.L. DOBKINS AUTHORIZED SIGNATURE INDIVIDUAL (PE OF ORGANIZATION INDIVIDUAL, COPARTNERSHIP OR CORPCRATION) P.O. Box 100 GARDEN GROVEL CALIFORNIA ADDRESS (FOR ORIGINAL SEE CITY CLERK'S FILE) PAGE 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, THAT WE, DALE CASADA CONSTRUCTION COMPANY , AS PRINCIPAL, AND PACIRIC INDEMNITY COMPANY , AS SURETY, ARE HELD AND FERMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF BID TEN PERCENT (10 %) OF AMOUNT /DOLLARS ($ ), 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 STORM DRAIN CONSTRUCTION OF 1966 -67 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 (Z) 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 15 READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BE AND REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS DAY OF 19 CORPORATE SEAL (IF CORPORATION) ATTACH ACKNOWLEDGEMENT OF ATTORNEY IN FACT) (.m TITLE PRINCIPAL URETY • Bonk. 256774 PAGE 5 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED SEPTEMBER 26, 1966 K. D. CASH A DBA HAS AWARDED TO DALE CASADA UONSTRUCTION COMPANY HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR STORM DRAIN CONSTRUCTION OF 1966 -67 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 15 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 K. D. CASADA DBA DALE CASADA CONSTRUCTION COMPANY AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND PACIFIC INMMITY COMPANY AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF TWENTY THREE THOUSANiD RIGHT HUNDRED THIRTY SEVEN and 60 /100 ---- DOLLARS ($ 23,837.60 ), 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 PRESENTS. 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 5= :DNE, OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KIND, OR FOR AMOUNTS DUE uNC ?R THE UNEMPLOYMENT INSURANCE CODE WITH RESPECT TO SUCH WORK OR LABOR) THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT-UPON THE BOND, A REASONABLE ATTORNEYS FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. 0 (LABOR AND MATERIAL BOND - CONTINUED) PAGE 6 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 BOND, 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 INDIVIDUAL, 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 EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 10th DAY OF OCTORRR , 196 6 . APP V AS TO FORM: ITY ATTORNEY (SEAL) DALE CASADA CONST. CU (SEAL) SEAL) CONTRACTOR PACIFIC INmm TY COMpANY (SEAL) arold T. Hottg Attorney"-!13rF;kCt. SEAL) SURETY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON E ATTEST: ITY CLERK STATE OF CALIFORNIA, ss ---------- I ... . ................ I ... County Of --------- .................. On this. ....... 110.th ....... .... day of ....... October ................in the year am thousand nine hundred and ... giXty ... �$;LX before ma% ... ....................... — ............... . ............................... ............................. a Notary Public in and for said County and State, residing therein duly comandmioned and swain, personally appeared ........................ AAKOA.i 149.tt ..................................................... known to me to be the duly authorized Attoracj-in-Fact of PACIFIC INDEMNITY COMPANY, and the same person who" name is subscribed to the within instrument as the Attorney -in -Fact of said Company, and the said ..... . .................. .......................... is .... I ft.tt ........... I ..... . ............ ................ Acknowledged to me that he subscribed the cents of PACIFIC INDEMNITY COMPANY, thereto a surety and his own courts as Attorney-in-Fact. IN WITNESS WHEREOF,4 have hereunto set my hand and affixed my official seal the day and year in this Certificate first above writs a- Notary Public in and for ................. ....... county of ................. PrAllge......._..... State Of California. Form G1000 Rev. D 15M 1265 44V Cj=L3f= ERM j 9 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, THAT Bo#No, 256774 PAGE 7 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED SEPTEMBER 26, 1966 K. D. CASADA DBA HAS AWARDED TO DALE CASADA CONSTRUCTION COMPANY , HEREINAFTER DESIGNATED AS THE "PRINCIPAL") A CONTRACT FOR STORM DRAIN CONSTRUCTION OF 1966 -67 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, K_ D•�CASADA,DBA DALE CASADA CONSTRUCTION COMPANY AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR",.AND PACIFIC INWMNITY COMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF TWENTY THREE THOUSAND EIGHT HUNDRED THIRTY SEVEN and 60 /100 --- DOLLARS ($23-837_60 ), SAID SUM BEING EQUAL TO 50% OF 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. 0 0 PAGE 8 (PERFORMANCE BOND - CONTINUED) AND SAID SURETY, FOR VALUE RECEIVEDP HEREBY STIPULATES AND AGREES THAT NO CHANGEp EXTENSION OF TIMES 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 TIMES 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 DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED ON THE loth DAY OF OCTOBER , 196 6 . (SEAL) DALE CASADA CONS!, CU (SEAL) PREMIUMS 358.00 CONTRACTOR EAL) PACIP;FC INDEMNI C z(SEAL) '" iIarold T. Mo Atta = " TSEAL) URETY >aCL - APPROVED AS TO FORM: C2��L Z.�� CITY ATT ORIJEY WWI STATE OF CALIFORNIA, ...... ... . . .....................County OL ... ...—.0rang's ................... . 0, this...._..--- ..._.--- -..._._. . day ...... . ........ in the year one thousand nine hundred and....... .......... before me, .... . .................. . ........... .... —.— --------- - ------------- . ................ ... a Notary Public in and for said County and State, residing therein duly commissioned and sworn, personally appeared ......... Harold T. Moth .......... . .......,......... ...---........known to me to be the dully authorized Attorney-in-Fact of PACIFIC INDEMNITY COMPANY• and the same person whose name is subscribed to the within instrawat as the Attorney-in•Fact of said Company, and the said Form G1000 Rev. D ISM 1265 that he subscribed the name of as Attorucy-inFact. IN WITNESS WHEREOF to this Certificate first alWye wr Notary Public in and for...._......_..,. 4.%.._ ..................... .._....- ..........acknowledged to me COMPANY, thereto as so" and his own name hereunto set my hand and affixed my official seal the day and year —County0f ... .......................... state of California. of cciumislion EXAM 'r- 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 SAY, THAT NEITHER THEY NOR ANY OF THEM, HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER, 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 15 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 BIDDERS, 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 MANNER, ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS 810. SUBSCRIBED AND SWORN TO BEFORE ME BY THIS 21ST DAY OF SEPT. , 1966 . MY COMMISSION EXPIRES' DALE CASADA CONSTRUCTION CO. L. L. DOBKINS _DD A L. L. DOBKINS CARL E. PROCTOR MY COMMISSION EXPIRES .JULY 31, 1969 /5/ CARL E. PROCTOR 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, EXPERIENCE, SKILL, AND BUSINESS STANDING.) THE UNDERSIGNED SUBMITS HEREWITH A STATEMENT OF HIS FINANCIAL RESPON5IBILIT.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. LARWIN CO., 9300 WILSHIRE BLVD., BEVERLY HILLS, CALIF. C. E. HURLEY, CO., 11541 WESTMINSTER AVE., GARDEN GROVE, CALIF. CITY OF SANTA ANA, SANTA ANA, CALIF. SULLY - MILLER CO., P. 0. Box 432, ORANGE, CALIF. CITY OF ANAHEIM, ANAHEIM, CALIF. CITY OF BUENA PARK, BUENA PARK, CALIF. E. L. WHITE CO. P.O. BOX 712, GARDEN GROVE, CALIF. DALE CA ADA CONSTRU/rTION CO. /S/ L. L. DOBKIINS IGNED 0 0 PAGE II C O N T R A C T THIS AGREEMENT, MADE AND ENTERED INTO THIS 121L DAY OF , 196, BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE K. D. CASABA DBA CITY, PARTY OF THE FIRST PART, AND DALE CJASADA CONSTRUCTION COMPANY HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSETH. THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; I. 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 STORM DRAIN CONSTRUCTION OF 1966 -67. 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. Z. 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, CONTRACTOR'S 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 12 (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, DAMAGE, INJURY, AND LIABILITY OF EVERY KIND, NATURE, AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROM THE PERFORMANCE OF THE CONTRACT OR WORK, REGARD- LESS OF RESPONSIBILITY 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 CONTRACT, 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. CITY OF NEWPORT BEACH, CALIFORNIA BY: OR ATTEST: 11114t ti ITY CLERK DALE CASADA CONST, Co CONTRACTOR (SEAL) BY: TITLE TITLE APPROVED AS TO FORM: C ITY AT NEY R � � 0 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR CONTRACT NO. 976 STORM DRAIN CONSTRUCTION OF 1966 -67 1. SCOPE OF WORK THE WORK INCLUDED IN THIS CONTRACT CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, TRANSPORTATION, WATER, AND MATERIALS NECESSARY TO COMPLETE THE STORM DRAIN CONSTRUCTION OF 1966 -67 AS SHOWN ON DRAWINGS N0. D- 5025 -S, D- 5026 -S, D- 5027 -S AND D- 5028-53 AND IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH AND THESE SPECIAL PROVISIONS. II. TIME OF COMPLETION THE CONTRACTOR SHALL COMPLETE THE WORK WITHIN 90 CALENDAR DAYS FROM THE DATE OF EXECUTION OF THE CONTRACT BY THE CITY. III. STANDARD DRAWINGS THE FOLLOWING LIST OF STANDARD DRAWINGS OF THE LOS ANGELES COUNTY FLOOD CON- TROL DISTRICT ARE TO BE CONSIDERED A PART OF THE PLANS: I. CATCH BASIN No. 2 D162 2. CATCH BASIN NO. 3 D163 oLOCAL DEPRESSION N0. 2 D88 CATCH BASIN REINFORCEMENT 172 IV. EXISTING UTILITIES THE LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED IN THE FIELD AT THE TIME OF CONSTRUCTION. THE CONTRACTOR SHALL REQUEST EACH UTILITY COMPANY TO LOCATE ITS UNDERGROUND LINES PRIOR TO COMMENCING WORK. THE CITY DOES NOT GUARANTEE THE PRESENCE OR ABSENCE OF UTILITIES IN ANY LOCATION. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND UNCOVER THE EXISTING UTILITY LINES SUFFICIENTLY IN ADVANCE OF THE WORK TO DETERMINE THEIR EXACT LOCATION AND TO WORK AROUND THE UTILITIES AT HIS OWN EXPENSE. V. DELETION OF WORK ITEMS THE CITY RESERVES THE RIGHT TO DELETE FROM THE CONTRACT ANY ITEM, OR TO INCREASE OR DECREASE THE QUANTITY OF ANY ITEM OF WORK. NO ADJUSTMENT IN CONTRACT PRICES WILL BE MADE BECAUSE OF THESE CHANGES, NOR DO SUCH CHANGES CONSTITUTE EXTRA WORK. SP -2 VI. MAINTAINING EXISTING STORM FLOWS THE CONTRACTOR SHALL PROVIDE FOR THE CONTINUOUS FLOW OF STORM WATER IN THE EVENT THAT IT RAINS DURING THE PROGRESS OF THE WORK. THE CONTRACTOR SHALL PROVIDE TEMPORARY BERMS, CHANNELS, SANDBAGS, ETC., TO ASSURE THAT THE STORM WATER DOES NOT DAMAGE ADJACENT PROPERTY. VII. WORK SCHEDULE THE CONTRACTOR SHALL MEET WITH THE ENGINEER PRIOR TO CONSTRUCTION TO SCHEDULE THE WORK SO AS TO CAUSE A MINIMUM OF INCONVENIENCE TO THE PUBLIC. THE SHORECLIFFS PROJECT AT SHORECLIFF ROAD AND 13RIFTWOOD ROAD SHALL BE NUMBER ONE PRIORITY. VIII. SURVEYS GRADES AND LINES WILL BE SET BY THE CITY. THE PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED 234 HOURS IN ADVANCE WHEN GRADES OR LINES ARE REQUIRED. IX. COM)UCT OF WORK THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES.. X. RESTORATION OF SURFACE IMPROVEMENTS ALL SURFACE IMPROVEMENTS AFFECTED BY THE CONSTRUCTION INCLUDING WALKS, LAWN32 SPRINKLER SYSTEMS, FENCES, PARKWAYS, HOUSE DRAINS2 AND OTHER MISCELLANEOUS OTEMS, SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE EXCEPT FOR SPECIAL TRENCH RESURFACING AS INDICATED ON THE PLANS AND IN THE PROPOSAL. XI. PAYMENT WHERE APPLICABLE, THE PRICES BID FOR THE VARIOUS ITEMS OF WORK SHALL INCLUDE FULL COMPENSATION FOR ALL MATERIALS AND LABOR NECESSARY FOR CONSTRUCTION OF THE ITEM COMPLETE IN PLACE. PAYMENT FOR INCIDENTAL ITEMS OF WORK NOT SEPARATELY PROVIDED FOR IN THE PROPOSAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF WORK. XII. CATCH BASINS 1. ALL CONCRETE STRUCTURES SHALL BE REINFORCED CONCRETE. MIMIMUM REIN- FORCEMENT SHALL CONSIST OF N0. 4 DEFOR'M'ED BARS AT 18" ON CENTERS EACH WAY IN BOTH WALLS AND SLABS. USE NO. 4 DEFORMED BARS AT 12" O.C. EACH WAY IN WALL ADJACENT TO STREET. 2. INCLUDED IN THE LUMP SUM BID FOR CATCH BASINS SHALL BE THE COINCIDENT REBUILDING OF CURB AND GUTTER ADJACENT TO THE CATCH BASIN AND WITHIN THE TRANSITION SECTIONS OF THE DEPRESSED GUTTER LINE AND THE CONCRETE APRON LOCAL DEPRESSIONS. 3. CLASS "A" CONCRETE SHALL BE USED. (G SACKS PER CUBIC YARD) SP -3 4. JOIN LINES SHALL BE SAWCUT. 5. USE CITY OF NEWPORT BEACH STANDARD DETAILS, STD- 302 -L, AND STD -303 -L FOR ALL CATCH BASIN OPENINGS. PROTECTION BARS SHALL BE USED FOR ALL CATCH BASINS. 6. USE ALHAMBRA FOUNDRY #A -1264 FRAME AND COVER OR APPROVED EQUAL ON ALL CATCH BASINS. 7. IN ALL LOCATIONS WHERE EXISTING INLETS, MANHOLES, OR JUNCTION BOXES ARE TO BE REMOV ED, THE ABANDONED PIPE IS TO BE PLUGGED WITH MINIMUM 4" THICK CONCRETE AND THE SPACE RESTORED TO MATCH SURROUNDING AREA. NO SEPARATE OR ADDITIONAL PAYMENT SHALL BE MADE. XI11. STORM DRAIN PIPES 1. ALL REINFORCED CONCRETE PIPE SHALL BE MINIMUM 1350 -D LOAD CENTRIFUGALLY SPUN PIPE. 2. ALL CORRUGATED METAL PIPE SHALL BE ASPHALT- DIPPED AND COATED, 16 GAGE ALUMINUM. 3. FOR PAYMENT PURPOSES THE MEASUREMENT OF THE TRUE LENGTHS FOR ALL PIPE CONDUITS SHALL BE MADE IN A HORIZONTAL PLANE AS FOLLOWS% A. CENTER LINE OF MANHOLE TO CENTER LINE OF MANHOLE. B. CENTER LINE OF MANHOLE TO INSIDE EDGE OF CATCH BASIN. C. INSIDE EDGE OF CATCH BASIN TO INSIDE EDGE OF CATCH BASIN. D. END OF PIPE TO CENTER LINE EDGE OF JUNCTION STRUCTURES OR MANHOLE. XIV. PIPE CONNECTIONS I. IN ALL PLACES WHERE A MANHOLE IS CONSTRUCTED DIRECTLY ABOVE AN EXISTING MAIN LINE PIPE, THE PIPE CONNECTION 15 TO BE INCLUDED IN THE UNIT PRICE OF THE MANHOLE, COMPLETE IN PLACE. ALL OTHER PIPE CONNECTIONS ARE TO BE CONSIDERED A PART OF THE MAIN LINE CONSTRUCTION AND NO SEPARATE PAYMENT WILL BE MADE. XV. TRENCH RESURFACING 1. TEMPORARY TRENCH RESURFACING. THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY RESURFACING IN THE TRENCH AT STREET INTERSECTIONS AND AT OTHER LOCATIONS, AS DIRECTED BY THE ENGINEER. THE TEMPORARY RESURFACING SHALL CONSIST OF BITUMINOUS MATERIAL I -INCH MINIMUM THICKNESS AND SHALL BE COMPACTED WHEN PLACED WITH A SMALL ROLLER OR OTHER MEANS APPROVED BY THE ENGINEER. THE PRICE PAID PER LINEAR FOOT OF TEMPORARY TRENCH RESURFACING SHALL INCLUDE FULL COMPENSATION FOR ITS PLACEMENT, MAINTENANCE' AND REMOVAL. SP -4 2. PERMANENT TRENCH RESURFACING. THE PAVEMENT IN TRENCH AREAS SHALL BE REPLACED IN ACCORDANCE WITH SECTION 16 -0$ OF THE STANDARD SPECIFICATIONS. PAYMENT SHALL BE MADE PER LINEAR FOOT OF TRENCH. XVI. MISCELLANEOUS CONSTRUCTION THE PRICE BUD FOR CONCRETE CURBS SHALL INCLUDE REMOVAL OF EXISTING CURB AND GUTTER WHERE NECESSARY. NO PAYMENT WILL BE MADE FOR THE REPLACEMENT OF SIDEWALK ADJACENT TO NEW CATCH BASINS NOR FOR SIDEWALK DAMAGED BY THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION. JOIN LINES BETWEEN NEW AND OLD CONCRETE SHALL BE SAWCUT. XVII. ADJUSTING STRUCTURES TO GRADE ALL MANHOLE FRAMES ANC COVERS SHALL BE ADJUSTED TO FINISH GRADE ELEVATION PRIOR TO THE COMPLETION OF THE PAVING. PAYMENT FOR THE MANHOLE CONSTRUCT90H AT BAYSIDE DRIVE AND BAYSIDE PLACE WILL BE INCLUDED UNDER THIS ITEM. PAYMENT FOR THE ADJUSTING TO GRADE OF MISCELLANEOUS STRUCTURESy INCLUDING VALVE BOXESy LIDSy UTILITY COVERSy ETC.y SHALL BE SEPARATE FROM MANHOLE. VIII. ASPHALT CONCRETE PAVING THE CONTRACTOR SMALL FURNISH SUFFICIENT RAKERS TO PROPERLY FEATHER THE EDGES OF THE VARIABLE THICKNESS PAVEMENT TO THE ENGINEER'S SATISFACTION. XIX. TRENCH EXCAVATION I. SPECIAL CARE SHALL BE TAKEN TO PREVENT TRENCH CAVING. UNDERMINED PAVEMENT AND SOIL SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT HIS EXPENSE. 2. THE DIVISION OF INDUSTRIAL SAFETY BULLETIN ON SHORING IN TRENCHES IS INCLUDED IN THESi: SPECIFICATIONS. IT WILL BE THE CONTRACTOR'S RES- PONSIBILUTY TO INSURE SAFE WORKING CONDITIONS FOR HIS MEN IN ALL LOCATIONS. XX. FERNLEAF RAMP CONSTRUCTION CONSTRUCT CATCH BASIN DIRECTLY ABOVE EXISTING 12" C.M.P. DRAIN AS SHOWN ON DRAWING D- 5025. -S. XXI. HELIOTROPE AVENUE & SECOND AVENUE CONSTRUCTION 1. CATCH BASIN REMOVAL THE EXISTING INLET SHALL BE PLUGGED AND THE PAVEMENT FAIRED TO THE EXISTING GUTTER GRADE. THE CONTRACTOR SHALL INSURE THAT IN PLUGGING THE INLET CONNECTOR PIPE NO MATERIAL FALLS INTO THE MAIN LINE PIPE. � f SP-5 XXII. BAYSIDE DRIWE AT BAYSIDE PLACE CONSTRUCTION 4. TEMPORARY TRAFFIC CONTROL THE CONTRACTOR SHALL GIVE 24 HOURS ADVANCE NOTICE TO THE CITY OF NEWPORT BEACH POLICE DEPARTMENT PRIOR TO THE START OF CONSTRUCTION AND MAKE SUCH ARRANGEMENTS AS MAY BE REQUIRED TO PROVIDE FOR THE SAFE AND SMOOTH F "-OW OF TRAFFIC ON THIS VICENOTY. THE CONTRACTOR IS ADVISED THAT HAZARDOUS TRAFFIC CONDITIONS PREVAIL ON BAYSIDE DROVE IN THES VICINITY AND THAT FLAGMEN MAY BE REQUIRED AT EACH END OF THE PROJECT. 2. RESTORING PARKWAY AT THE COMPLETION OF CONSTRUCTION., PARKWAY TO ITS ORIGINAL CONDITIONy IMPROVEMENTS. XXIII. SHORECU FFS CONSTRUCTION 0. PLACEMENT OF SPOIL BANK THE CONTRACTOR SMALL RESTORE THE REPLACING ALL EXISTING PLANTS AND PLACEMENT OF THE SPOIL BANK SHALL BE CONFINED TO THE LIMITS OF THE STORM DRAIN EASEMENTS AND ANY AND ALL WASTE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR AFTER CONSTRUCTION. THE CONTRACTOR MAY BE REQUIRED BY THE ENGINEER TO BACKFILL IMMEDIATELY AFTER PLACING EACH STORM DRAIN POPE IN THE AREA BETWEEN ENGINEERS STATION 5 AND SHORECLIFF ROAD BECAUSE OF THE CONFINED LIMITS OF CONSTRUCTION. ALL STOCKPILING OF MATERIALS AND SPOOL WILL REQUIRE PRIOR APFROVAL OF THE ENGINEER. Z. WORK BENEATH THE OBSERVATION STAND THE CONTRACTOR WILL BE GIVEN THE OPTION OF BORING OR TUNNELING BENEATH THE OBSERVATION STAND AFTER DEMONSTRATING TO THE ENGINEER HIS ABILITY TO MEET THE MONI'MUM SPECIFIED COMPACTICNe 90% RELATIVE COMPACTION. ANY DAMAGE TO THE OBSERVATION STAND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED AT HIS OWN EXPENSE. PAYMENT FOR REPLACEMENT WITHIN THE TRENCH AREA WILL BE MADE AS 14" THICK CONCRETE TRENCH RESURFACING. 3. CONCRETE FLUME PAYMENT FOR CONCRETE FLUME SHALL INCLUDE CONCRETE APRONS ANCHOR WALL ROCK BOLT ANCHORS AND ANY A NCIDENTAL CLEARING NECESSARY FOR ITS PROPER INSTALLATION. °GUNITE" OR "PUMPCRETE" WILL BE CONSIDERED AS APPROVED ALTERNATES TO THE CONCRETE CONSTRUCTION SHOWN ON THE PLANS. MEASUREMENT FOR PAYMENT PURPOSES WILL BE MADE ALONG THE SLOPE BETWEEN BREAKS ON GRADE., FROM THE END OF THE PIPE TO THE END OF FLUME., AS DETERMINED BY THE ENGINEER. f" '� i r } i (( e qy .D�r�`±...(.. (... �, kij.�l 1. f i Lpl� �.S .Yt 4 .4011' k'�j F' +t. y .1'., CERTIFICATE OF INSURANCE The CITY OF NEWPORT BEACH 3300 WEST NEWPORT BLVD. NEWPORT BEACH, CALIFORNIA THIS IS TO CERTIFY as to the existence as of this date of the below described insurance with the Pacific Indemnity Company. Should any change occur in this insurance, the undersigned will 0Gdxmau =give written —notice to the holder of this certificate, i47fftig4i���� �[C�lpDo as outlined below. Name of Insured DALE CASADA CONSTRUCTION COMPANY * Additional Named Insured as Respects This Job: City of Newport Beach,Calif. Address of Insured 15462 CORONADO STREET, ANAHEIM, CALIFORNIA Location of Risk Newport Beach, California APP�. n OVED AS TO FORM Da `e: iG- '7— lv Description of Risk STORM DRAIN CONSTRUCTION OF 1966 -67 CITE ORNEEYY Workmen's Compensation: Policy No. Term: from to Comprehensive Liability: Policy NoLAC 175851 Term: from 3/14/66 to 3/14/69 Bodily Injury Liability $ 100, 000. each person. $ 300, 000. each occurrence. $ 300, 000. aggregate. Property Damage Liability — Automobile $ 10, 000. each accident. — Property Damage Liability — Except Automobile $ 25,000. each accident. $ 50, 000. aggregate. Owners'. Landlords' and Tenants' Liability : ❑ Policy No. Manufacturers' and Contractors' Liability: 0 Term: from to Bodily Injury Liability $ each person. $ each accident. $ aggregate. Property Damage Liability $ each accident. $ aggregate. Policy No. Term: from to REMQ RKS: It is hereby understood and agreed that the Policy to which this Certa.ficate refers may not be cancelled, materially changed, nor the amount o coverage thereof reduced, nor the policy allowed to lapse until ten (10) days after receipt by the City Clerk of the City of Newport Beach, City Hall, Newport tB}eacht California, of a registered written notice of such cancellatio or l erti�edafPi7s 1 verdaygoef. SEPTEMBER 19--&6_ M Form M0058a 250M 765 iC-11 �_, �1�`•ul�t�.z:'.'f'` "'fI''`.jl? I'����� � ; The CITY or NBwPORT BEACH 3300 W23T NZNMRT BLVD. NENMRT BEACH, CNA POBNIA THIS IS TO CERTIFY as to the existence as of this date of the below described insurance with the Pacific Indemnity Company. Should any change occur in this insurance, the undersigned will qcdX1tm3Qftgive written —notice to the holder of this certificate, an outlined below. Name of Insured DALE CASADA CONSTRUCTION CMANY + Additional Named Insured as Respects This Jobs City of Newport Beach,Calif. Address of Insured 15462 CORONADO STBBET, ANAHEM CALlrayNIA Location of Risk Newport Beach, California Description of Risk STORK DRAIN CON8TRUMION OF 1%6-67 Workmen's Compensation: Policy No. Term: from to Comprehensive Liability: Policy NoLhC 175851 Term: from 3/14/66 to 3/14/69 Bodily Injury Liability $ 100, 000. each person. $ 300, 000. each occurrence. $ 300, 000. aggregate. Property Damage Liability— Automobile $ 10,000. each accident. _ Property Damage Liability — Except Automobile $ 25, 000, each accident. $ 50, 000. aggregate. Owners', Landlords' and Tenants' Liability: ❑ Policy No. Manufacturers' and Contractors' Liability: ❑ Term: from to Bodily Injury Liability $ each person. $ each accident. $ aggregate. Property Damage Liability $ each accident. $ aggregate. Policy No. Term: from to REMARKS: It is hereby understood and agreed that the Policy to which this Certificate refers may not be cancelled, materially changed. nor the amount o coverage thereof reduced, nor the policy allowed to lapse until ten (10) days after receipt by the City Clerk of the City of Newport Beach, City Hall, Newport Beacbi California, of a registered written notice of such cancellatio or rsaAaa:.f iom In liVglts� ,., Form M0058a 250M 765 10- 7, r ..5_: .I..�I _10j, 1101 RE l ?" 'If THE CITY OF NEWPORT BEACH 3300 WEST NEWPORT BLVD. NEWPORT BEACH, CALIFORNIA THIS IS TO CERTIFY as to the existence as of this date of the below described insurance with the Pacific Indemnity Company. Should any change occur in this insurance, the undersigned will 32bCzGX= give written notice to the holder of this certificate, x>�x�c as outlined below. PRO ED Date: Name of Insured DALE CASADA CONSTRUCTION COMPANY CITY �ORNE "I Address of Insured 15462 CORONAD O STREET, ANAHEIM, CALIFORNIA Location of Risk Newport Beach, California Description of Risk STORM DRAIN CONSTRUCTION OF 1966 -67 Workmen's Compensation: Policy No. EC 365757 Term: from 8/1/66 to 8/1/67 Comprehensive Liability: Policy No. Term: from to Bodily Injury Liability $ each person. $ each occurrence. $ aggregate. Property Damage Liability— Automobile $ each accident. Property Damage Liability — Except Automobile $ each accident. $ aggregate. Owners', Landlords' and Tenants' Liability: ❑ Policy No. Manufacturers' and Contractors' Liability: ❑ Term: from to Bodily Injury Liability $ each person. $ each accident. $ aggregate. Property Damage Liability $ each accident. $ aggregate. Policy No. Term: from to E AKS: It is hereby understood and agreed that the Policy to which this CR gertificate refers may not be cancelled, materially changed, nor the amount o coverage thereof reduced, not the policy allowed to lapse until Ten (10) days after receipt by the City Clerk of the City of Newport Beach, City Hall, Newport Beach, California of a registered written notice of such cancellation or reduction of coverage. Certified this day of RPPTFMRFR 1966 MOTT INSURANCE AGENCY By�i Form M0058a 250M 765 onsD °. 1�1i�..... llf•, tlzl ;�I•i' >`ll``•1 ?i r THE CITY OF NEWPORT BEACH 3300 NEST NEWPORT BLVD. NEWPORT BEACH, CALIFORNIA THIS IS TO CERTIFY as to the existence as of this date of the below described insurance with the Pacific Indemnity Company. Should any change occur in this insurance, the undersigned will give written —notice to the holder of this certificate, as outlined below. Name of Insured DALE CAgADA CONSTRUCTION COMPANY Address of Insured 15462 COROMD O STREET, ANAHEIM, CALIFORNIA Location of Risk Newport $each, California Description of Risk STORM DRAIN CONSTRUCTION OF 1966 -67 Workmen's Compensation: Policy No. EC 365757 Term: from 8/l/66 to 8/1/67 Comprehensive Liability: Policy No. Term: from to Bodily Injury Liability $ each person. $ each occurrence. $ aggregate. Property Damage Liability— Automobile $ each accident. _ Property Damage Liability — Except Automobile $ each accident. $ aggregate. Owners', Landlords' and Tenants' Liability: ❑ Policy No. Manufacturers' and Contractors' Liability: ❑ Term: from to Bodily Injury Liability $ each person. $ each accident. $ aggregate. Property Damage Liability $ each accident. $ aggregate. Policy No. Term: from to REMARKS: It is hereby understood and agreed that the Policy to which this Certificate refers may not be cancelled, materially changed, nor the amount o coverage thereof reduced, not the policy allowed to lapse until Ten (10) days after receipt by the City Clerk of the City of Newport Beach, City ekll Newport beach, California of a registered written notice of such cancellation or reduction of coverage.. _ Form M0058a 250M 765 Dale Casada Construction PIPE LINE CONTRACTORS 11382 GLEN COVE DRIVE PHONE JEFFE GARDEN GROVE, CALIF. September 219 1966 City of Newport Beach 3300 Newport Blvd. Newport Beach, California This is to authorize L.L. Dobkins, to sign your city papers, on behalf of Dale Casada Construction Co. Your cooperation in thismatter will be appreciated. � REcEwE0 OC1 1 196f Co. Dale Casada =Owner* r " "17D 3741 Laura Lagios, City Clerk City of Newport Beach b c! 8192 ;,.,544 3300 W. Newport Blvd. Newport Beach, Calif. 92660 NOTICE OF COMPLETION PUBLIC WORKS To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on January 17, 1967 , the Public Works project consisting of storm drain construction of 1966-67 on which was the contractor, was the surety, was I, the undersigned, say: an rTTV / = TTL 11rT] " M M L A f' 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 March 6, 1967 at Newport Beach, California. VERIFICATION OF CIITY I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on February 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 March 6, 1967 at Newport Beach, California. l lgz eF RECORDED AT REQUEST OF CITY 0, N;WPORT &Li 1 IN OFFICIAL RECORDS OF ORANGE COUNTY, CALIF. 9:05 AM MAR 7 1967 L WYLIE CARLYLE Comity Reorder FREE Please return to: Laura Lagios, City Clerk City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California 92660 ' 1 1587 0 NOTICE OF COMPLETION PUBLIC WORKS KOn8182 r',cl613 To All Laborers and Material Men and to Every Other Person Interested; YOU WILL PLEASE TAKE NOTICE that on January 17, 1967 , the Public Works project consisting of storm drain construction of 1966 -67 on wtncn was the contra< was the surety, , and r-TT V r%w A7T: uriDnD T T3T A rrs I, the undersigned, sa I am the Public Works Dislg Notice of Completion is true of my I declare under penalty of perjn4 Executed on February 21, 1 of the City of Newport Beach; the foregoing knowledge. that the foregoing is true and correct. VERIFICATION C I, the undersigned, say: at Newport Beach, California. I I am the City Clerk of the City of Newport Be ch; the City Council of said City on February 21, 1967 accepted t above described work as completed and ordered that a Notice of Completion be f ed. I declare under penalty of perjury that the foregoing is true and correct. Executed on February 21, 1967 at Newport each, California. RECORDED AT REQUEST OF CITY o' NZ'd'FM BUCR IN OFFICIAL RECORDS OF ORANGE COUNTY, CALIF. 9:05 AM FEB 23 1957 J. WYLIE CARLYLE, County Recorder FREE ) i l.ctl n�CEI r C u 4t CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO._ FivAL 1Q, FOR PERIOD ENDI PROJECT: BUDGET NO. 02,349L. 1-44 CONTRACT NO ITEM NO. CONTRACT ITEM CONTRACT PRICE -PERCENT COMPLETE AMOUNT EARNED ORIGINAL CONTRACT PA, EXTRAS 'TO DATE CONTRACT TO DATE SEND PAYMENT T01 AMOUNT EARNED DALE CASADA LESS 10% RETENTION tL 15462 CORONADO LESS PREVIOUS PAYMENTS 4�4• ANANEIUM CALIrORNIA AMOUNT DUE THIS REQUEST I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED•� SIGNED {�ENGINEfR CONTRACTOR 0 • FEB • . 67 ti m CITY OF NEWPORT BEACH - PUBLIC WORKS �F r 1vE i � FE8i41967/ PROGRESS PAYMENT REQUEST NO. A 4 (F) FOR PERIOD ENDING PROJECT: BUDGET NO. See Below ss CONTRACT NO VVIIo67 ITEM NO. CONTRACT ITEM CONTRACT. PRICE CENT COMPLETE AMOUNT EARNED 1 Rem. Exist. C: B. $ 100. 00 ea 6 EA. 600.00 2 24" C. M. P. Div. Ho. 150 i�%' ea I EA. 150.00 3 C. B. 5' 780.00 ea 8 EA. 6 240.00 4 C. B. 7' 9,10.00_e EA L,700-00 5 C. B. 10' 1, 0 0. 7 EA. 7,350.00 6 C.B. 21' 1,660. 00 e I EA. i,660.00 7 15" C. M. P. 10. 00/L 1 LF 3,310.00 8 18" C. M. P. 11.00 /.LF LF .00 9 15" R. C. P. 12.00 /LF ICl1 LF I 2 .00 10 18" R. C. P. 14.00 /1,F - LF 6 0.00 11 21" R. C. P. 16.00/LF 170 LF 2,720.00 12 24" R. C, P. 18.00 /1.,F I LF 2 4.00 13 13" x 22" C. M. P. A. 12.00/LF 173 LF 2, 14 J.S. 3'D 525.00 1,050.00 15 M. H. 6'D 340.00ea I EA, J40.00 16 M. H. 81D 610. OOea 2 EA, I A Z20.. 00 17 M. H. 20'D 1, 090. OOea I EA. 1.090.00 18 % .rb Outlet 410. OOea I E 41o.00 19 Conc. Flume 4. 3Q`S 311 SF 177, 0 20 "A" C& G 3. 25 /LF AD LF 80.00 21 B Curb 2. 15 /L 6 LF I .0 22 4" P, C. C. .55/8 F I I SF 99.5 23 6" P. C. C. .65/S 950 SF 617-50 24 Rem. Exist Pumt. .60 /SF 2000 SF 1 ,,200.00 25 1" A. C. Temp. Pumt, 75 /LF F 80.2 26 3" A. C. /4" AB Trench Res. 3. 50 /LF 27 4" P. C. C. Trench Pea. 2.40/LF 420 LF I, 0 28° Var. A. C. Pumt: 12. OWton 95 Ton 1 140.00 29 Var. A g• Base 7.00ton 48.5 Tor+ 339.50 CITY OF NEWT BEACH - PUBLIC WORKS DEPARP /ZT FEBRUARY 7, 1967 PROGRESS PAYMENT REQUEST N0. k 4 (F) FOR PERIOD ENDING kRQttXgiS £FXX$YX 966 PROJECT: Storm Drain Construction of 1966 -67 3UDGET NO. See Below CONTRACT N0, 976 ITEM CONTRACT PERCENT AMOUNT No. CONTRACT ITEM PRICE COMPLETE EARNED 30 Ad'. M. H. Frame.& Cover $ 250.00 ea I EA. 250.00 31 Ad'. V. B. & Misc. 70. 00 ea 4 E 280.00 SS PREVIOUS PAYMENTS Xxx $4q,,287-75 / OUNT DUE THIS REQUEST 9)6XW 2,669.03 G.O. #1 - HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. C.O. #2 120.00 SIGNED /i;' '&- ' tea -(Z7- LNGjWEER $490407-75 CONTRACTOR BUDGET NUMBER .02-3497 -1-34: $2,669.03 N IG INAL CONTRACT $47,675.20 SEND PAYMENT TO: TRAS TO DATE 120.00 NTRACT TO DATE 472795.20 Dale Casada 15462 Coronado ��77��t/1��� p OUNT EARNED �R/FfiX;r/.f�xxO 10% RETENTION A)(* 7Xfc 4(q9 407.75 4,940.78 Anaheim, Calif. OK 2-- j 4" L 7 y� SS SS PREVIOUS PAYMENTS Xxx 41,797 94 / OUNT DUE THIS REQUEST 9)6XW 2,669.03 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED_����. >�. SIGNED /i;' '&- ' tea -(Z7- LNGjWEER CONTRACTOR N -4 AEC�fVFD� r JAN 3Z 1961 • Q 1A1oD�, uLD�,CITY OF NEWPORT BEACH - PUBLIC WORKS DEPART Pi:OGRESS11PA'YIMENT REQUEST NO. 3 FOR PERIOD END PROJECT: r7 BUDGET NO. See Below CONTRACT JANUARY 131 1967 V ovmxtow A.%x12kk: ITEM NO. CONTRACT ITEM CONTRACT. PRICE PERCENT COMPLETE AMOUNT EARNED 1 Rem. Exist. C. B. $ 100. 00 ea 6 EACH 600.00 2 24" C. M.P. Div. Ho. 500. 00ea I EACH 500.00 3 C. B. 5' 780. 00 ea 8 EACH 62240.00 4 C. B. 7' 940. 00 a EACH 4.7o0.00 5 C. B. 10' 1,050.00 e ' E 79359-00 6 C. B. 21' 1, 660. 00 a AcH IP 7 15" C. M. P. 10. 00/L 28 LF 3.2 $0.00 8 18" C. M. P. 11.00 /LF 5 LF .00 9 15" R. C. P. 12.00 /LF io4 LF 10 18" R. C. P. 14.00 /1,F 495 F 6 0.00 11 21" R. C. P. 16.00/LF 170 LF 2)720.00 12 24" R. C. P. 18.00/LF 33 LF 594.00 13 13" x 22" C. M. P. A. 12.00 /LF 171 LF 2 0 6.00 14 J.S. 31D 525.00 ea 2 EACH 0.00 V50-00 15 M. H. 6'D 340.00ea I EACH 34o.00 16 M. H. 81D 610. 00ea 2 EACH 1 220.00 17 M. H. 20'D 1, 090. 00ea I EAcH I I.Oqo.00 18 Curb Outlet 410. 00ea 19 Conc. Flume 4.30'SF 3j8 SF I 6 .40 20 "A" C& G 3. 25/1F 10 LF 487.5o 21 B Curb 2. 15 /1- 49 LF 22 4" P. C. C. .55/5F BY SF T4 .00 23 6" P. C. C. 65/S F 950 SF 617.5o 24 Rem. Exist Pumt. .60 /SF 500 SF 00.00 25 1" A. C. Temp. Pumt. 75 /LF 107 LF 26 3" A.C. /4" AB Trench Res. 50/LF L2 LF 8 .00 27 4" P. C. C. Trench Pes., 2.40/LF 20 LF 1200 28° Var. A. C. Pumt: 12.001ton 50 T 600.00 29 Var. Ag. Base 7.00/ton 50 T 350.00 f E CITY OF NET BEACH - PUBLIC.WORKS'DEPART* JANUARY 13, 1967 PRdGRESS PAYMENT REQUEST N0. A 3 FOR PERIOD ENDING WAMU iEXX6j(XW96 PROJECT: Storm Drain Construction of 1966 -67 BUDGET NO. See Below CONTRACT N0: 976 ITEM CONTRACT PERCENT AMOUNT No. CONTRACT ITEM PRICE COMPLETE EARNED. 30 Ad'. M. H. Frame.& Cover $ 250. 00 ea 1 EACH 2 0.00 ' 31 Ad', V. B. & Misc. 70. 00 ea EACH 2 OO 46022.iIS C.O. ;J2 120.00 2.1 BUDGET No: 02 -3497 -134: 4,797.94 02- 3497 -135.: 6.,004.o0. ORIGINAL CONTRACT $47,675,20 SEND PAYMENT TO: EXTRAS To DATE Dale Casada CONTRACT TO DATE 15462 Coronado Anaheim, Calif. �� �C2 AMOUNT EARNED �J�LQ,X,,'/��1X,fUKAx $46,442.16 LESS 10% RETENTION MA�93f1XXdM 4,644.22 /�,/ • .ESS PREVIOUS PAYMENTS -- 30,296.00 MOUNT DUE THIS REQUEAX$4XYgWX96 IO,$01.94 q 191 -I" HEREBY CERTIFY THAT THE ASOVL AAMOUNTSIAND VALUES ARE CORRECT. `� Q SIGNED 1�.%� r—y . /r SIGNED �.Ce L� eve ENGINE CON/TRACTOR BY ��ivC�c L rE�,ee CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0 CHANGE ORDER NO: 2 PROJECT . STORM DRAIN CONSTRUCTION OF 1966 -67 CONTRACTOR DALE CASADA CONSTRUCTION COMPANY 15642 CORONADO STREET ANAHEIM) CALIFORNIA CONTRACT NO. : 976 IN ORDER TO REPLACE APPROXIMATELY 20 LINEAL FEET OF EXISTING DEFECTIVE CURB AND GUTTER ADJACENT EASTERLY TO A NEW CATCH BASIN TO BE CONSTRUCTED ON BAYSIDE DRIVE WESTERLY OF CARNATION AVENUE: ITEM NO. DESCRIPTION LUMP SUM PRICE 1 REMOVE AND REPLACE APPROXIMATELY 20 L.F. OF CURB AND GUTTER AT EASTERLY END OF NEW C.B. NO. 3 ON BAYSIDE DRIVE WESTERLY OF CARNATION AVENUE. $120.00 �� / �' SIGNED �.a .J DA TE COPY: FINANCE DEPT. y / CONTRACTOR �- '�-.l` �� �'� "�� By DATEL -�.�� EC.lL JAN 9 1961 Pupuc _ams ;q� e cI • FEBRAARY 14, 1967 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: ACCEPTANCE OF STORM DRAIN CONSTRUCTION OF 1966 -67 (C -976) 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 NOTICE OF COMPLETION HAS BEEN FILED. DISCUSSION: THE CONTRACT FOR THE STORM DRAIN CONSTRUCTION OF 1966 -67 HAS BEEN COMPLETED TO THE SATISFACTION OF THE PUBLIC WORKS DEPARTMENT. THE BID PRICE WAS: $47,675.20 AMOUNT OF UNIT PRICE ITEMS CONSTRUCTED: 49,287.75 AMOUNT OF CHANGE ORDERS: 120.00 TOTAL CONTRACT COST: 49,407.75 ESTIMATED AMOUNT OF PURCHASE ORDER FOR LIDO SOUD DRAIN: 3,000.00 TOTAL COST OF PROJECT: $52,407.75 AMOUNT ORIGINALLY BUDGETED IN ACCOUNTS Nos. 02- 3497 -134 THROUGH 02- 3497 -137 75,000.00 AMOUNT REMAINING AFTER BUDGET ADJUSTMENT 50,000.00 ADDITIONAL FUNDS NEEDED 2,500.00 THE INCREASED COST OF THE UNIT PRICE ITEMS WAS DUE TO AN ERROR IN THE ORIGINAL ESTIMATED QUANTITY OF 18 -INCH PIPE. A CHANGE ORDER WAS ISSUED TO REPLACE A PORTION OF THE.EXISTING CURB AND GUTTER ON BAYSIDE DRIVE AT BAYSIDE PLACE. THE CONTRACTOR IS DALE CASADA OF ANAHEIM, CALIFORNIA. THE ORIGINAL DATE OF COMPLETION WAS JANUARY 10, 1967. THE CONTRACTOR WAS DELAYED 9 DAYS DUE TO RAIN. ALL WORK WAS COMPLETED BY JANUARY 17, 1967- )UiJdIL: y/oe THE OUTLET TO THE BAY AT VIA SAN REMO AND VIA LIDO SOUD IS TO BE MODIFIED AS.APPROVED BY COUNCIL ON DECEMBER 12, 1966, TO PREVENT BEACH EROSION. DUE TO A DELAY IN OBTAINING THE PIPE AND IN ORDER TO CLOSE THE SUBJECT CONTRACT AND START THE REQUIRED PERIOD FOR RELEASE OF THE RETAINED FUNDS, IT IS RECOMMENDED THAT -THE OUTLET MODIFICATION AT LIDO SOUD BE PAID FOR UNDER A SEPARATE PURCHASE ORDER. TO COMPLETE THE MODIFICATION AT LIDO SOLID AT THIS TIME, A BUDGET AMEND - MENT WIL E RE RED. AN�AMENDMENT HAS BEEN PREPARED FOR COUNCIL CONSIDERATION. / OSEPH DEVLIN P BLIC RKS DIRECTOR E TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: STORM DRAIN CONSTRUCTION OF 1966 -67 CONTRACT NO. 976 RECOMMENDATION: do DECEMBER 12., 1966 APPROVE CHANGE ORDER N0. I IN THE APPROXIMATE AMOUNT OF $IP500 FOR THE CHANGE IN THE DE31ON OF THE OUTLET FOR THE DRAIk AT VIA LIDO SOLID AND VIA SAN REMO. DISCUSSION: DURING THE RECENT RAIN STORMSO EROSION AT THE END OF THE NEW DRAIN AT VIA LIDO SOLID AND VIA SAN RENO REMOVED MORE SAND FROM THE BEACH AREA THAN ANTICIPATED. ALTHOUGHTHE BEACH OUTLET STRUCTURE HAD NOT YET BEEN COMPLETED, IT NOW APPEARS THAT THE REMOVAL OF THIS AMOUNT OF SAND BY LARGE RAIN STORMS WOULD BE UNDESIRABLE. THE ORIGINAL DESIGN PROVIDED FOR MAXIMUM ACCESSIBILITY AT THE END OF THE PIPE TO PRECLUDE THE POSSIBLITY OF THE PIPE PLUGGING AS IT HAS DONE IN THE PAST. THE NEW DESIGN WILL PROVICE SIMILAR TYPE ACCE33 BUT THE PIPE WILL BE EXTENDED TO A POINT UNDER THE EXISTING PIERO AND WILL NOT INTERFERE WITH THE BEACH AREA. THE COST OF THE ADDITIONAL PIPE CONSTRUCTION AND "4E MODIFICATION AT THE BULKHEAD 93 ESTIMATED AT APPROXIMATELY $1000. IF THE CH,.NGE ORDER A S APPROVED THE WORKWILL BE COMPLETED BY THE CONTRACTOR AS A PART OF THE CURRENT CONTRACT. SUFFICIENT FUNDS ARE AVAILABLE IN ACCOUNT N0. 02- 3497 -134 FOR THIS CHANGE. ,e/ . AJOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR MJA:NAJ _; i John Jezowski JEZOWSKI & MARKEL CEMENT CONTRACTORS 2619 West Edinger Street P. O. Box 5276 Santa Ana, California Phone 545 -5531 ------ -- - ......... 2.Oy......, 196.. BID TO: /��O ✓/ ¢ .......................... . ,/.- ._o_?�.. ft.[!.1JP... ✓.. ...�1/.C.dG..h ............ .......................................... ' ' / ' ................ " " " " " -' Item No. • �— l Al Markel Tract No ................. ( City ❑ Approved ❑ Specs.: ( County ❑ Unapproved ❑ ( State ❑ ( Pvt. ❑ Location --- Yi.'e.... /i..c. ...... 54. �!../ ................................ _......�C...: .......zr _ ........................... Owner or Sub- Divider ..................................... We propose to furnish labor and material necessary for the construction of the items listed at prices as follows: n: Unit Price Total j I co— CONDITIONS: I. The above prices are subject to verification if +his bid is not accepted within twenty days fro mabove date. Maximum time allowed for completion of work, one year from date of appro ai. Any worK nc completed within one year subject to increase in cost. 2. All driveway depressions are to be located by others sno we assume no responsibility for location of same. Should any driveway depressions in curbs need changing due to wren.., size era: or location, we will recons': ,.ct some on a time and material basis only. 3. Above bid includes a maximum .... - ooitional move -ins ................ eacn. 4. Unless otherwise noted the pprep�rs. compacted subgrade to within one -tenth of a foot to the satisfaction of City, County, or State requirements shall be Bona o, OTners. Owner and /or Prime Contractor agree to pay additional for correcting any grade off more than one -tenth of a foot plus or min,. 5. Line and grade stakes (Engineering) to be f.. ned by o ners, and are not uded in prices quoted. 6. All permits to be obtained by others and cos of some not included in this . oposal. 7. 90% progress payment to be made not later than iOTh of the month following month in which work is done. Entire amount to be paid within 35 days after completion. 8. All work to be completed in a substantia; anc workmanlike manner, and according to standard practices. 9. We assume no responsibility for worn oo.: -.er unapproved plans. Owner end /or prime ontractor shall provide proper plans prior to commencement of work. Date: ....... °-° ..................... ............................... Accepted by: JEZOWSKI & MARKEL i ' John Jezowski Al Markel ' JEZOWSKI & MARKEL CEMENT CONTRACTORS 2619 West Edinger Street P. O. Box 5276 Santa Ana, California Phone 545 -5531 Tract No ................. ( City ❑ nn Approved ❑ Specs.: ............./✓.C'. ........ .may......, 196 - -- Unapproved ❑ ( County ❑ ( State ❑ (P. 0 BID TO: ------------------i.Z,;C....o..,rdl.JJar L........,L1cac..h Loca +ion ...1!.'e._..r!�.c%_....Sa. usz� ------------------------ ----.. // - ----- / - ............ ... - - ......._...._................ .... - - W * .. t�------ - -- --- ------------------------ ------- -- ---------- --- --- -- ---- -- -------------- - -- - -- -- ---- ---------- ----- ° °- Owner or ..-------------_....------------------------........___---..... .....- --------- ------- ---------- Sub- Divider ....................................................... We propose to furnish labor and material necessary for the construction of the items listed at prices as follows: Item No. Quantity Type or Description Unit Price Total j CONDITIONS: I. The above prices are subject to verification if this bid is not accepted within twenty days fro mabove date. Maximum time allowed for completion of work, one year fron date Q` opp,v,a:. Any wo.K nor compieted within one year subject to increase in cost. 2. All driveway depressions are to be located by others and we assume no responsibility for location of same. Should any driveway depressions in curbs need changing due to wrong size and /or location, we will reconstruct same on a time and material basis only. 3. Above bid includes a maximum . ...... move -ins. Additional move -ins ....... each. 4. Unless otherwise noted the prepa:ar, ,)n of compacted subgrade to within one -tenth of a -oot to the satisfaction of City, County, or State requirements shall be d •.d one oy others. Owner a/or Prime Contractor agree o pay additional for correcting any grade off more than one -tenth of a foot p..., or minus. 5. Line and grade stakes (Engineering] C oe furnished by others, and are not included in prices quoted. 6. All permits to be obtained by other: and :ost of same not included in this proposal. 7. 90% progress payment to be made rcT let-'r than 10th of the month following month in which work is done. Entire amount to be paid within 35 days after completion. 8. All work to be completed in a substantial and workmanlike manner, and according to standard practices. 9. We assume no responsibility for work done per unapproved plans. Owner and /or prime contractor shall provide proper plans prior to commencement of work. .... Date: ----......................... - °- ................. Accepted by: JEZOWSKI & MARKEL `' // 9 -7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CHANGE ORDER NO: 2 PROJECT . STORM DRAIN CONSTRUCTION OF 1966 -67 CONTRACTOR DALE CASADA CONSTRUCTION COMPANY 15642 CORONADO STREET ANAHEIM2 CALIFORNIA CONTRACT NO. : 976 IN ORDER TO REPLACE APPROXIMATELY 20 LINEAL FEET OF EXISTING DEFECTIVE CURB AND GUTTER ADJACENT EASTERLY TO A NEW CATCH BASIN TO BE CONSTRUCTED ON BAYSIDE DRIVE WESTERLY OF CARNATION AVENUE: ITEM NO. DESCRIPTION LUMP SUM PRICE 1 REMOVE AND REPLACE APPROXIMATELY 20 L.F. OF CURB AND GUTTER AT EASTERLY END OF NEW C.B. NO. 3 ON BAYSIDE DRIVE WESTERLY OF CARNATION AVENUE. $120.00 SIGNED P• .CONTRACTOR DATE �p BY DATE COPY: FINANCE DEPT. DECEMBER 29, 1966 DALE CASADA CONSTRUCTION COMPANY 15&2 CORONADO STREET ANAHEIM, CALIFORNIA SUBJECT; STORM DRAIN CONSTRUCTION OF 1966 -67 (C -976) CHANGE ORDER NO. 2. GENTLEMEN: ENCLOSED PLEASE FIND TWO PRINTS OF CITY OF NEWPORT BEACH DRAWING NO. D- 5028 -Sp SWEET 9A OF 10. THIS REPRESENTS A PROPOSED CHANGE ORDER TO SUBJECT CONTRACT. IT IS REQUESTED THAT YOU FURNISH THE CITY WITH AN C371HATC OF THE COST TO DO THE WORK AS AN EXTRA UNDER THE PRESENT CONTRACT. THE PAY ITEMS WILL BE FOUR IN NUMBERt JAI CONSTRUCT MANHOLE. B CONSTRUCT APPROXIMATELY 70 L.F. OF 18" CORRUGATED METAL PIPE. C REPLACE SAND. D CONSTRUCT GRATE. PAYMENT FOR ANY OTHER ITEMS OF WORK WILL BE INCLUDED IN THE COST OF THE ITEMS ENUMERATED. COLORED SIDEWALK WILL BE REPLACED IN KIND. IF THERE ARE ANY QUESTIONS PLEASE CALL HE AT 673 -21100 EXTENSION 26. VERY TRULY YOURS KENNETH L. PERRY ASSISTANT CITY ENGINEER KLP :IN ENCL. i • CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT, 16, PROGRESS PAYMENT REQUEST NO. A 2 FOR PERIOD END I Dd=mr'Gb"xxbE% 1966 PROJECTt Storm Drain Construction of 1966 -67 BUDGET NO. See Below CONTRACT NO. 976 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 Rem. Exist. C. B. $ 100. 00 ea 2 EACH 200.00 2 24" C. M. P. Div. Ho. 500. 00ea 3 C. B. 5' 780. 00 ea 7 EACH 51460.00. 4 C. B. 7' 940. 00 ez 5 EACH 4 00.00 5 C. B. 10' 1, 050. 00 ez 4 EACH 4,200.00 6 C. B. 21' 1, 660. 00 e 7 15" C. M. P. 10. 00/1, 3 2F LF 3,2 .00 8 18" C. M. P. 11.00 /LF LF .00 9 15" R. C. P. 12, 00/1,F 104 LF 1,248.00 10 18" R. C. P. 14.00 /LF 286 LF 4 004.00 11 21" R. C. P. 16.00/LF 170 LF 21720.00 12 24" R. C. P. 18,00/LF 13 13" x 22" C. M. P.A. 12.00 /LF 173 LF 2 0 .00 14 J.S. 3'D 5Z5.00 ea 2 EACH 1,050-00 15 M.H. 61D 340. 00ea 06.00 16 M. H. 8'D 610. 00ea I EACH 10.00 17 M. H. 20'D 11 090. 00ea I EACH , 18 Curb Outlet 410. 00ea 1- 209.00 19 Conc. Flume 4, 3p'SF 300 SF 12 .00 20 "A" C& G 3.25/IF 110 F 8 21 B Curb 2. 15 /L 4 LF 22 4" P. C. C. .55/SF 00 LF 44.00 23 6" P. C.'C. .65/S F 950 SF 917-50 24 Rem. Exist Pumt. .60 /SF .00 25 1" A. C. Temp. Pumt. 75 /LF 101 LF 26 3" A.C./4" AB Trench Res. 3.50/LF 27 4" P. C. C. Trench Pea. 2. 40/LF 28' Var. A. C. Pumt. 12. 00/ton 29 Var. Ag. Base 7.001ton i CITY OF'NEW10T BEACH - PUBLIC.WORKS DEPARTA . DECEMBER 16, PROGRESS PAYMENT REQUEST NO. >3c 2 FOR PERIOD ENDING DQdtlWW"XII1, 1966 PROJECT: Storm Drain Construction of 1966 -67 J BUDGET NO. See Below CONTRACT NO. 976 ITEM c CONTRACT PERCENT AMOUNT No. CONTRACT ITEM PRICE COMPLETE EARNED 30 4dj. M. H. Frame I Cover, $ 250. 00 ea I EACH 250.00 31 Ad'. Y. B. & Misc. 70. 00 ea I EACH 0.00 $34,44o.00 02- 3497 -134: 02- 3497 -135' $11,996.00 02 -3k97 -136, 7,569• ORIGINAL CONTRACT $47,675.20 EXTRAS TO DATE CONTRACT TO DATE "Y.OUNT EARNED 06O�x 343446.00 HESS 10% RETENT ION Vw4y';y-)(g6 3,444.00 LESS PREVIOUS PAYMENTS �'::--7�yy yyyy,, 90430.20 $'�7i"F AMOUNT DUE THIS REQUEST WA 21,565.80 SEND PAYMENT TO: Dale Casada 15462 Coronado An Calif. I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED ,: /_�L4�; - - ENGINEZA R o � c e: A S IGNED ME C SADA CiONST. raJ CONTRACTOR p BY e�r,�-ae- L k r CITY OF NEWPORT BEACH - PUBLIC WORKS DEPART PROGRESS PAYMENT REQUEST NO. 1 FOR PERIOD E ING November 15, 1966 PROJECT: Storm Drain Construction of 1966 -67 BUDGET NO. See Below CONTRACT N 976 ITEM NO. CONTRACT ITEM CONTRACT. PRICE PERCENT COMPLETE AMOUNT EARNED 1 Rem. Exist. C. B. $ 100.00 ea 2 24" C.M. P. Div. Ho. 500. OOea 3 C. B. 5' 780. 00 ea 4 C. B. 7' 940. 00 e 5 C. B. 10' 1, 050. 00 e 6 C. B. 21' 1, 660. 00 e 7 15" C. M. P. 10. 00/LF 197 LF 1,970-00 8 18" C. M. P. 11.00 /LF 5 LF 27 .00 9 15" R. C. P. 12. 00/1,F ? -' 10 18" R. C. P. 14.00 /LF 11 21" R. C. P. '� 2,752.00 12 24" R. C. P. '18.00 /LF 13" x 22" C. M. P. A. 2 .JO /LF T — -- �� �_ J.S. 3'D M. H. 6'D M.H. 81D 510. Ou.. - -- M. H. 20'D - - -- 0y0. 00 � -- Curb Outlet _ i0. 00e. Conc. Flume — 4.30'SF _ -SF "A" C & G - 3. 25 /LF B Curb 2. 15/L 4" P. C. C. .55/SF 6" P. C. C. .65/S 13 14 15 16 17 18 19 322.90 20 21 22 23 5 .00 24 Rem. Exist Pumt. .60 /SF 9G Sr- 25 1" A. C. Temp. Pumt. . 75 /LF 30 LF 26 3" A. C. /4" AB Trench Res, 3. 50 /LF 27 4" P. C. C. Trench Pes. 2.40/LF 28' Var. A. C. Pumt. 12. 00/ton 29 Var. Ag. Base 7.00/ton CITY OF Nd&RT BEACH - PUBLIC WORKS DEPAROT PROGRESS PAYMENT REQUEST NO. 1 PROJECT: Storm Drain Construction of 1966 -67 FOR PERIOD ENDING November 15, 1966 BUDGET NO. See Below CONTRACT NO. ITEM I CONTRACT PERCENT AMOUNT No� CONTRACT ITEM PRICE COMPLETE EARNED 30 Adj. M.H. Frame & Cover $ 250. 00 ea 31 Adj. V. B. & Misc. 70. 00 ea $1o,478.00 02- 3497-134 : 02- 3497 -135 : 02- 3497 -136: $4,430.20 02- 3497 -137: 5,000.00 I ORIGINAL. CONTRACT $47,675.20 E XTRAS To DATE CDNTRAC' TO DATE AMOUNT EARN'EJ $10,47t—DO LEss 10% RETENTION 1, 047.80 LESS PREVIOUS PAYMENTS -- AMouN'r DuE THIS REQUEST $9,430.20 SEND PAYMENT TO: Dale Casada 15462 Coronado Anaheim, Calif. I HEREBY CERTIFY' THAT THE ABOVE AMO.,v.:, AND VALUES ARE CORRECT. S IGNED��� S IGNED ENGIRfER CO NT RAC R /� A., To finance additional amount of low bid for Sewer Main Replacement Program of 1966 -67, Contract #1058 Fund Asset/ No. Liab.No. Unappropriated Surplus 290 $ $ Budget Appropriation 304 Estimated Revenues BIiIl7 Upappeeq�} aced- 6eatiageccy_Reserue_�195Z� $ $ From: Storm Drains & Inlets - CDM 02- 3497 -134 25,000.00 ---- B�dgst- Appr:opeiatioa_Coatnol_�304$_ Fund Code No. 02 - Dept. /Div. General Acct. Code. NO-5597 -Acct.Name Sewers -Mist. Main Replacement Proj. Code No. 140 - Proj.Name Estimated Revenue Control (300) Fund Code No. Acct. Code No, Acct. SIGNED Geor e Pappas Financla Approval: Finance Director SIGNED Harve L. Hurlburt mtnistrative pprova City Tanager SIGNED Laura La ios Actin City Council Approva City Clerk C CITY OF NEWPORT BEACH -29 No, BUDGET AMENDMENT $ (Transfer) C 0 P Y " TYPE OF ACTION I XI Transfer Budget Appropriations Approved Revenue Estimates Dec. 12, 1966 By The EXPLANATION: CITY COUNCIL CITY OF NEWPORT BEACH The following budget amendment is requested to provide for: To finance additional amount of low bid for Sewer Main Replacement Program of 1966 -67, Contract #1058 Fund Asset/ No. Liab.No. Unappropriated Surplus 290 $ $ Budget Appropriation 304 Estimated Revenues BIiIl7 Upappeeq�} aced- 6eatiageccy_Reserue_�195Z� $ $ From: Storm Drains & Inlets - CDM 02- 3497 -134 25,000.00 ---- B�dgst- Appr:opeiatioa_Coatnol_�304$_ Fund Code No. 02 - Dept. /Div. General Acct. Code. NO-5597 -Acct.Name Sewers -Mist. Main Replacement Proj. Code No. 140 - Proj.Name Estimated Revenue Control (300) Fund Code No. Acct. Code No, Acct. SIGNED Geor e Pappas Financla Approval: Finance Director SIGNED Harve L. Hurlburt mtnistrative pprova City Tanager SIGNED Laura La ios Actin City Council Approva City Clerk 0 t & ql� NOVEMBER 2, 1966 MR. AND INS. NARVEH REITZ 601 Inv[N[ Av[NUt NEWPORT kACH,, CALIFORNIA SUOdECT: CATCH BASIN CONSTRUCTION AT IRVINE AVENUE AND 15TH STREET DEAR MR, AND INS. RtITZI ATTACHED ►OR YOUR INFORMATION IS A COPY OF THE PLANS FOR THE CATCH BASIN AND SIDEWALK CONSTRUCTION AT IRVINE AVENUE AND 15TH STREET. DRAWING N0. D.5027 -S) PERMISSION IS REQUESTLO TO MODIFY TUC ASPHALT PARKING LOT AT THE FRONT or YOUR PROPERTY IN ORDER TO CONSTRUCT THE CATCH BASIN AT A PROPER GRADE TO DRAIN BOTH THE STREET AND YOUR PROPERTY. ALSO ATTACHED IS AN CASEMENT FOR THE CORNER CUTO►F AS DISCUSSED WITH YOU BRIEFLY IN AUGUSTS 10. IT IS R[QYBSTtD THAT THE ATTACHED EASEMENT DOCUMENTS BE tX[CUTEDI YOUR SIGNATURE NOTARIZED AND THE ORIGINAL AND OME COPY RETURNED TO THIS OK ICE. A NOTARY IS AVAILABLE AT TUC CITY HALL FOR YOUR CONVENItNCt. THIS tASEN[NT WILL ENABLE THE SIDEWALK TO BE CONSTRUCTED AT A TYPICAL LOCATION IN ORDER TO PROVIDE ►OR IMPROVED PEDESTRIANS SAFETY. IF YOu HAYS ANY QUESTIONS REGARDIMS THE PLANS OR THE DOCUMENTSp PLEASE F[tL /REE TO CALL US AT 673.21100 txTENS10N 279 VERY TRULY YOURSO MICR /� NotRSON ASSOCIATE IV IL ENGINEER 14JAS MAJ ATVs • i 9/2 %6(12) 2 I ♦ nWLUT" ► ice' CITY COOCIL OF T'a CITY air XONWT BL-4CH' isG A *Tit GT "a Tit 3 MAIV i06SIMUC�! WING C F 1966 -67 (SAC? $0. 97i) to 5 %=US• pta=maat to the notice inviting bids .2lW woSrk 6! eaastAtua of the atom drain a astruetion of 19" -67 1^ tuba City 7 of ftwort Bch, in accorctassoe wLt,3t gm plsae sod specifieatiaaas 8 II havotofeave adopted, bids v are received on than 20th day of Septemb 9 1966, and pOltely opened "d declared$ aa4 10 WWWAS, it appears that the lowest responsible bidder 11 therefor is X. D. CasaAa, d /b /a.Pale Casa& Construction Co., 12 Items TXCU"$ir BE IT RZWLVITD that the bid of X. D. 1,31 Camada, d /b /a Dale Casada Optht i kU tlx* Gtr•. r; in the as.tount of 14 $4'7,675.29 the 0140AM ited and that iW eernt =Ct for tdae ronstructios 15 work be awarded to aaii bidder. 16 32 IT rM TM RY.50;.V" that. thw Mayas' and City Clark 17 are boz*by authorized and directed to execute a contract in 18 accordance with the spaecifications, bid and. this award *n.- b*b&Li 19 of the City of ltavport leach, and that the City Clark be diractad 20 to furnish on executed copy to the successful bidder. 21 AI)Cgp D WS 25th day of September 19Cab. 22 23 y 24 ATTIMS y� 25 f �5 .A• 26 27 28 29 30 31 32 AUGUST 22, 1966 TO: CITY COUNCIL n FROM: PUBLIC WORKS DIRECTOR 4' - /) SUBJECT: STORM DRAIN CONSTRUCTION OF 1966 -67 CONTRACT NO. 976 RECOMMENDATIONS: 1. APPROVE THE PLANS AND SPECIFICATIONS. 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 10:30 A.M. ON SEPTEMBER 20, 1966. DISCUSSION: THE TOTAL ESTIMATED COST FOR THE PROJECT IS $65,000. THE INDIVIDUAL PROJECTS TO BE COMPLETED UNDER THIS CONTRACT TOGETHER WITH THE BUDGETED AND THE ESTIMATED COSTS ARE AS FOLLOWS: THE PROJECTS WILL PROVIDE SOLUTIONS TO A NUMBER OF DRAINAGE DEFICIENCIES WHICH HAVE CAUSED EITHER MAINTENANCE OR FLOODING PROBLEMS. THE NEW DRAIN IN SHORECLIFFS WILL BE CONSTRUCTED IN AN EXISTING PRIVATE WALKING AREA. ALL OF THE NEW STORM DRAIN EASEMENTS NEEDED FOR THIS DRAIN HAVE NOW BEEN ACQUIRED. THESE EASEMENTS HAVE BEEN ACQUIRED AT NO DIRECT COST TO THE CITY. THE NEW PIPE TO BE CONSTRUCTED AT VIA SAN REMO WILL BE PLACED AT A LOWER ELEVATION TO ELIMINATE THE STANDING WATER IN THE EXISTING INLET. THE ESTIMATED DATE OF COMPLETION IS JANUARY I, 1967- ' COUNCIL: ��� OSEPH DEVL I N DISPOSITION: (AYE -� UB LIC KS DIRECTOR 1- If FI Ao JA:NAJ BUDGETED ESTIMATED DAHLIA AT BAYSIDE DRIVE $ 5,000 $ 5,000 FERNLEAF RAMP CATCH BASINS 5,000 5,000 BAYSIDE PLACE CONSTRUCTION 3f5OO 3;500 FERNLEAF AT BAYSIDE 7,500 7,500 CATCH BASINS AT 2ND, ACACIA, 1%000 15,000 AND HELIOTROPE IRVINE AVENUE AT 15TH STREET 5,000 2,500 ST. ANDREWS AT 15TH STREET 5,000 2,500 SHORECLIFF STORM DRAIN 20,000 20,000 VIA SAN REMO INLET 5,000 4,000 TOTALS 75,000 5$b ;000 THE PROJECTS WILL PROVIDE SOLUTIONS TO A NUMBER OF DRAINAGE DEFICIENCIES WHICH HAVE CAUSED EITHER MAINTENANCE OR FLOODING PROBLEMS. THE NEW DRAIN IN SHORECLIFFS WILL BE CONSTRUCTED IN AN EXISTING PRIVATE WALKING AREA. ALL OF THE NEW STORM DRAIN EASEMENTS NEEDED FOR THIS DRAIN HAVE NOW BEEN ACQUIRED. THESE EASEMENTS HAVE BEEN ACQUIRED AT NO DIRECT COST TO THE CITY. THE NEW PIPE TO BE CONSTRUCTED AT VIA SAN REMO WILL BE PLACED AT A LOWER ELEVATION TO ELIMINATE THE STANDING WATER IN THE EXISTING INLET. THE ESTIMATED DATE OF COMPLETION IS JANUARY I, 1967- ' COUNCIL: ��� OSEPH DEVL I N DISPOSITION: (AYE -� UB LIC KS DIRECTOR 1- If FI Ao JA:NAJ 0 0 DECEMBER 27, 1965 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: REVISIONS TO STORM DRAIN CONSTRUCTION CONTRACT FOR 1965 -66 / I RECOMMENDATIONS: DISCUSSION: 1. THAT A CURB RETURN AND CATCH BASIN AT THE INTERSECTION OF IRVINE AVENUE AND 15TH STREET BE ADDED TO THE CONTRACT. 2. THAT THE PROPOSED PARALLEL DRAIN ON BAYSIDE DRIVE AT BAYSIDE PLACE BE DELETED FROM THE CONTRACT. 3. THAT A DETAILED ENGINEERING ANALYSIS BE MADE BY A PRIVATE ENGINEER TO DETERMINE THE FEASIBILITY OF REGRADING AND CONSTRUCTING SIDEWALKS ALONG BAYSIDE DRIVE WESTERLY OF BAYSIDE PLACE. THE CONSTRUCTION OF A CURB RETURN AND CURB INLET AT THE INTERSECTION OF 15TH STREET AND IRVINE AVENUE IS NECESSARY TO CORRECT A LONG STANDING DRAINAGE PROBLEM THAT EXISTS IN THE AREA. THE ESTIMATED COST OF THIS ADDITIONAL WORK WOULD BE $2,000.00. SOME OF THE PROPERTY OWNERS NORTH OF THIS INTERSECTION ALONG IRVINE AVENUE HAVE EX- PRESSED AN INTEREST IN CONSTRUCTING CURB AND GUTTER ALONG THE WEST SIDE OF IRVINE AVENUE. THE CONSTRUCTION OF THIS CURB AND GUTTER WOULD BE A REAL ASSET TO THIS AREA, BUT THE PROJECT COULD BE SUCCESSFUL ONLY IF THE CITY PROVIDES A MEANS OF PROPERLY DRAINING THE INTERSECTION. THE CAPITAL IMPROVEMENT PROJECTS APPROVED FOR THE F.Y. 65 -66 INCLUDE A PARALLEL STORM DRAIN IN THE EASEMENT FROM BAYSIDE DRIVE TO NEWPORT BAY. THE COST OF THIS DRAIN WAS ESTIMATED TO BE $15,000.00. THE MONTGOMERY REPORT PREPARED FOR THE CITY IN 1961 SHOWED THIS DRAIN AS BEING NECESSARY TO INCREASE THE CAPACITY OF THE EXISTING 60" DRAIN AT THIS LOCATION. SUBSEQUENT STUDIES BY THIS OFFICE HAVE INDICATED THAT THERE IS PERHAPS A BETTER ALTERNATE FOR THE SOLUTION OF THE DRAINAGE PROBLEM AT THIS LOCATION. THE ALTERNATE WOULD REQUIRE A REGRADING OF A PORTION OF BAYSIDE DRIVE WESTERLY OF BAYSIDE PLACE. TO DETERMINE THE FEASIBILITY OF REGRADING THE STREET WOULD INVOLVE A DETAILED ENGINEERING STUDY. THE STUDY WOULD HAVE TO DETERMINE WHAT EFFECTS THE REGRADING OF THE STREET WOULD HAVE ON THE ADJACENT DRIVEWAYS, THE EXISTING UNDERGROUND UTILITIES AND THE STREETS' CAPACITY TO HANDLE STORM WATER RUN -OFF. IT IS ALSO ADVISABLE TO INCLUDE IN THE STUDY THE POSSIBILITY OF INSTALLING SIDEWALKS ALONG THE SOUTHERLY SIDE OF BAYSIDE DRIVE AND THE NEEDED IMPROVEMENTS TO THE WATER SYSTEM IN THE AREA. AN ENGINEERING ANALYSIS OF THIS TYPE IS BEYOND THE CAPABILITIES OF THE PUBLIC WORKS DEPARTMENT AT THIS TIME, AND IT IS RECOMMENDED THAT AN OUTSIDE ENGINEER BE HIRED. IF THE PROJECT PROVES TO BE FEASIBLE, IT IS FURTHER RECOMMENDED THAT THE PLANS, SPECIFICATIONS, AND A DETAILED COST ESTIMATE BE PREPARED BEFORE BUDGET TIME. THE PREPARATION OF THE PLANS IN ADVANCE OF THE BUDGET WOULD ENABLE THE WORK TO BE COMPLETED BEFORE THE RAINY SEASON IF THE PROJECT WERE TO BE APPROVED. AN EXHIBIT WILL BE IN THE COUNCIL CHAMBERS SHOWING THE PROPOSED CROSS SECTION OF THIS PROJECT. /JOSEPH A.\DEVLIN 1 P+IC W S DIRECTOR :VR L 1 ZOO oz F- Zmm mn mo V1 o mZ s N O cr A 3 � a D � -i z. m n 0 z N 4f 4 n ' 0 z t Pk �Colyl A'. mm� o' cf oo� = ol D v 3� I I D m i so I I. i, •'I 1 I 1 I 1 .. 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Z 4 tK Qo°p° (►j ldV1ViO�oo�o C�iv to °oo •0.VV�V!��� ° voo ,V a >°0000ia QawV��� q. �HQO W ° ° NO �° o° - ,Q _ y• V1�6. p, po h,tvr3- �° � p o 0oNZ s° o QdoN °NNOO�o���OUpsOoo�oo v in tam k n m 0 o dq6 R 4o�e oee000 °oo° fie, . ° ti$. 00000 �' O °? n. o °eeoo°c°oO° W \Q O ° °ulep Nib O��O. �ooOp� Oz U o v o40,0� °p�OQW Ny �o e wg a �• 00 �o a .► e°pksIz's v tip. d e0po0p Oc N d oo�0 4N�%Ah�o W uopoo0opa 00 0 °oe °cg 0 °o °g� °op ° ° °4 °°o °° °dOoo° °��Oeoo'���n °oo° a 040 �yN��y °DapOpoO��y�pp(h D0o'g4 Q duQ�O °p,OddOQ °° ° °° �O�pOOO °OOO° °� pN 0000 0 oo °O �v!�v�ogg °oozce� Z•g °p °O ° ° ° °o �Oeo ° @Q °O oeoo °eoopdp� y O� M�rst4o °N�°oQeggooi�V -on n•i ZO •A? r zrn m ILIDl m 1n N o mZ a O •i b 3Iv a D � - 1 z, m � d mm 0 A O O = n v 3 I v M M C i i +Ir 1 1 I ' 1 1 . , 1. I I 1 I ' 1 . I - 1 ,40 -- 0 ! SEPTEMBER 26, 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: STORM DRAIN CONSTRUCTION OF 1966 -67 (CONTRACT NO. 976) RECOMMENDATIONS: 1. WAIVE THE IRREGULARITY OF THE NON - COLLUSION AFFIDAVIT AND THE BIDDER'S EXPERIENCE STATEMENT NOT BEING INCLUDED IN THE PROPOSAL. 2. ADOPT A RESOLUTION AWARDING THE CONTRACT TO K. D. CASADA, DBA DALE CASADA CONSTRUCTION COMPANY, FOR $47,675.20 AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. DISCUSSION: NINE BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:30 A.M. ON SEPTEMBER 20, 1966. BIDDER AMOUNT DALE CASADA CONSTRUCTION CO. $ 46,873.79 GARDEN GROVE *' ERNEST A. REDFEARN $ ,47,675.20 49,362.70 FULLERTON 49,315.90 * SILVERI CONSTRUCTION CO. $ 52,179.10 LA HABRA VUKANOVICH CONSTRUCTION CO. $ 52,976'37 ALHAMBRA FAMCO CONSTRUCTION CO. $ 67,287.49 SANTA ANA p FAR WESTERN PIPELINE CO. $ 68,662.05 ANAHEIM UNDERGROUND CONDUCTORS CO. $ 73,299.70 COSTA MESA ECCO CONSTRUCTION CO. $ 73,329.00 GARDEN GROVE O p,, R. L. THIBODO CONSTRUCTION CO. $ 82,800.75 VISTA • CORRECTED AMOUNT BASED ON THE EXTENSION OF UNIT PRICES BID. TO Clr.� COuNcd 9 -26 -66 SUBJ', CONTRACT NO, '71-E' -- ?. THE '"OTAL AMOUNT BUDGETED FOR THE CONSTRUCTION IS $75,000. THE" PFIMAR� REASONS F'CR THE DIFFERENCE IN THE LOW BID AND THE AMOUNT BUDGETED P.REn I. A SAVINGS OF $12,000 RESULTED FROM A SIMPLIFIED RE— DESIGN OF A PORTION OF THE PROJECT; 2. A DETAILED DESIGN OF THE CATCH BASIN AT BAYSIOE DRIVE AND BAYSIDE PLACE REVEALED THAT AN ADDITIONAL OUTLET PIPE WAS NOT NEEDED AND RESULTED IN AN ADDITIONAL SAVINGS OF APPROXI- MATELY $15,000; 3• 'HE COMPETITIVE BIDDING SITUATION THAT NOW EXISTS IN SOME SEGMENTS OF THE CONSTRUCTION INDUSTRY. THE CONTRACTOR, DALE CASADA CONSTRUCTION COMPANY, HAS NOT WORKED FOR THE CITY OF NEWPORT REACH BEFORE. HOWEVER, THE FIRM IS PROPERLY LICENSED, AND A CHECK OF !TS EXPERIENCE RECORD INDICATES THAT IT HAS PERFORMED SATISFACTORILY FOR OTHER PUELIC AGENCIES DOING STORM DRAIN CON5TRUCTION. THE NON — COLLUSION AFPIDAV!T AND THE BIDDER'S EXPERIENCE STATEMENT WERE SIGNED ON WEDNESDAY', SEPTEMBER 21, 1966, AND ARE ON FILE WITH THE CITY CLERK. T4E. NEW CONSTRUCTION WILL PROVIDE FOR NEW CATCH BASINS IN NUMEROUS LO- CATIONS IN CORONA DEL MAR, NEW CATCH BASINS ON 15TH STREET AT IRVINE AVENUE AND ST. ANDREWS ROAD, A NEW DRAIN AT VIA LIDO SOLD AND VIA SAN REMO, AND AN ADD! - TIONAL DRAIN FOR THE SHORECLIFFS AREA. 'CHI ESTIMATED DATE OF COMPLETION 15 JANUARY 1, 1967- I.D� EPH �DEVLIN LIC. KS DIRECTOR MJAavR Y CITY OF NEWPORT BEACH: POLICE DEPARTMENT September 15, 1966 1 L "i0: Chief Glavas FROM: Lt. Blue SUBJECT: Anticipated traffic problems in conjunction with the city wide storm drain project. A review of the plans indicate possible congestion at the following locations: 1. St. Andrews and 15th Street 2. Second Avenue east of Dahlia 3. Irvine Avenue at 15th Street These locations will need the usual barricades and signs which are furnished by the contractor. The location of I3ayside Drive at Bayside Place will need to be surveyed for proper placement of warning signs and the pcssibility for the need of a flagman. This is due to the unusual configuration of the roadway and the substantial amount of traffic during peak periods. The Traffic Section and Public Works will cooperate on the amelioration of this Problem. Beat officers will be advised of the project by briefing memo with emphasis on the location of Bayside Drive at Bayside Place. %W. 9t1I. Blue, Lt. W ' Y 6/WL —/V R � 0 ib ����� NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Cade 714 0732110 SEPTEMBER 12, 1966 SUBJECT: STORM DRAIN CONSTRUCTION OF 1966 -67 CONTRACT N0. 976 GENTLEMEN: ATTACHED FOR YOUR REVIEW AND INFORMATION ARE THE FINAL PLANS FOR THE SUBJECT CONSTRUCTION. THE ESTIMATED START OF CONSTRUCTION IS OCTOBER 1, 1966, THE CONSTRUCTION WILL TAKE APPROXIMATELY 60 TO 90 DAYS. IT IS REQUESTED THAT YOUR UNDERGROUND FACILITIES ADJACENT TO THE CATCH BASIN TO BE CONSTRUCTED ON BAYSIDE DRIVE AT BAYSIDE PLACE (SEE SHEET 5 OF THE PLANS) BE MARKED IN THE FIELD AS SOON AS POSSIBLE. BIDS WILL BE RECEIVED ON SEPTEMBER 20, 1966 AND IT IS IMPORTANT THAT THE LOCATION OF THE CATCH BASIN BE VERIFIED BEFORE THAT DATE. PLEASE USE THE FOLLOWING COLOR CODE WHEN MARKING PAVEMENT. ELECTRICAL AND TELEPHONE - RED PAINT GAS - YELLOW PAINT SANITATION DISTRICT SEWER - WHITE PAINT ALSO, IT APPEARS THAT AN ELECTRICAL SERVICE TO LOT 115 ON SHORECLIFF ROAD SEE SHEET 7 OF THE PLANS) WILL REQUIRE RELOCATION BECAUSE OF THE CATCH BASIN CONSTRUCTION. 17 IS REQUESTED THAT THE EDISON COMPANY LOCATE THE SERVICE AND SCHEDULE THE WORK AT THE EARLIEST CONVENIENT TIME. THE CITY WILL PROVIDE THE NECESSARY GRADES AND ALIGNMENT OF THE NEW CONSTRUCTION IN THE FIELD WHEN REQUESTED. IF THERE ARE ANY QUESTIONS REGARDING THE PROJECT, PLEASE CONTACT US AT 673 -2110, EXTENSION 27. VERY TRULY YOURS, MIC AEL J ASSOCIATE MJA:NAJ ATT, al, �Te F DONALD C. SIMPSON, CONSULTING CIVIL ENGINEER 3346 NEWPORT BLVD. • NEWPORT BEACH, CALIFORNIA • OR 6.1431 January 17, 1966 Benjamin B. Nolan, City Engineer City of Newport Beach 3300 W. Newport Boulevard Newport Beach, Calif. Dear Mr. Nolan: INVESTIGATIONS & REPORTS WATER - SEWERAGE DRAINAGE - STREETS STAFF ENGINEERING In accordance with your letter dated January 7, 1966, we hereby submit this proposal for an Engineering Study of drainage, water system, and street problems on Bayside Drive from Carnation Avenue westerly. I. Scope of Study: The study is to include an investigation of the following: 1. Desirability of regrading a portion of the street to alter present drainage patterns. 2. Effect of regrading on existing improvements and utilities. 3. Location and sizing of additional inlets and storm drain pipes. 4. Desirability of sidewalk construction. 5. Revisions to the water system. The study will not include sizing of additional inlets to be located near the easterly limit of the study area or further analysis of the existing underground drainage system in that area. II. Engineering Services: We will furnish all engineering services necessary to complete the study outlined in (I) above except additional field survey- ing that may be necessary. Every effort will be made to fully utilize existing available information and data. The results of the study will be submitted in a written report which will consist of recommendations, cost estimates and exhibits. - 1 - - 2 - III. Fees- It is proposed that our fee for the study be the cost of labor expended based on the following hourly rates: Principal Project Engineer $20.00 per hour $15.00 per hour Design Engineer and Draftsman $7.50 to $12.50 per hour Typist $6.00 per hour The fee determined on the above basis is not to exceed a total amount of $2500. In the event our firm is selected to prepare construction plans and specifications, the applicable portion of the study fee will be allowed as a credit. IV. Payment of Fees: The fee as determined in (III) above would be due and payable upon submission of the completed written report. V. Completion Time: The study will be completed and the written report submitted within 60 days after receipt of authorization to proceed. Very truly yours, Donald C. Simpson DCS:c RECEIVED JAN 191966 PUBLIC Vi U; CITY OF NEWPORT BEACH CALIFORNIA SUBJECT: STORM DRAIN CONSTRUCTION FOR SHORE CLIFFS AREA City Hall 3300 W. Newport Blvd Area Code 714 673 -2110 SEPTEMBER 21, 1965 THE CITY COUNCIL HAS INCLUDED IN THE 1965 -66 BUDGET THE EXPEND17URE OF $20,000 FOR THE CONSTRUCTION OF AN ADDITIONAL STORM DRAIN IN SHORE CLIFFS. THE PURPOSE OF THIS NEW DRAIN WILL BE TO SUPPLEMENT THE EXISTING DRAIN BY TAKING WATER OFF THE STREET AT SHORECLIFFS ROAD AND DRIFTWOOD ROAD. THE RAIN STORMS IN CORONA DEL MAR DURING THE PAST TWO YEARS INDICATE THE NEED FOR SUCH A DRAIN AT TIMES WHEN INDIVIDUAL STORMS EXCEED NORMAL DE- SIGN STANDARDS, THE NEW DRAIN WILL BE A BENEFIT TO THE SHORE CLIFFS AREA AND IT 15 IMPORTANT THAT IT BE CONSTRUCTED AS SOON AS POSSIBLE. IN ORDER TO CONSTRUCT AND MAINTAIN THE NEW DRAIN, IT WILL BE NECESSARY TO ACQUIRE AN EASEMENT FROM SHORECLIFF ROAD TO THE OCEAN. IT IS PROPOSED THAT THE NEW DRAIN BE INSTALLED IN THE EXISTING WALKWAY EASEMENT AT THE REAR OF YOUR PROPERTY. (SEE ATTACHED SKETCH) THE NEW PIPE WOULD BE CONSTRUCTED ADJACENT TO THE EXISTING CONCRETE SIDE- WALK AND ALL SURFACE IMPROVEMENTS WILL BE RESTORED AT NO COST TO THE PRO- PERTY OWNER. THE FULL CONSTRUCTION C057S WILL BE PAID BY THE GENERAL FUND OF THE CITY. IF YOU ARE AGREEABLE TO THIS PROPOSED PLAN , WE WILL FORWARD FORMAL DOCUMENTS FOR THE STORM DRAIN EASEMENT TO YOU FOR YOUR SIGNATURE IN THE NEAR FUTURE. YOUR ASSISTANCE IN THIS MATTER WILL BE GREATLY APPRECIATED. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT MICHAEL ANDERSON OF THE PUBLIC WORKS DE- PARTMENT AT 673 -2110, EXTENSION 27. VERY TRULY YOURS, J SEPH DEVLIN U LIC KS DIRECTOR SHORECLIFFS ASSOCIATION COUNCILMAN PARSONS CITY MANAGER 1V O w F . _ _ 1' .u./� to i O A 99 it 1 a C, I 0 m �YS`,r3,z? g5' • 9GOZ 4, /v a w ® v p g b o v as.i a N Cr got as Cj, O O a \ O 60AD I Iz Z/c 16 Vl oWO OU rap 6E 0j* IV yZ'L 9Z CA-1 gor .fo a 40 (to C -976 See Contract File for Plans Shorecliff Road Driftwood Road rACACAT AT F— A IA Fa —."T ( --A -\2-r, A 160)5P -904 Ac s6 6 ... . ...... (5-6 Ito Ar 8- 'NE Is. 'riff 4-I&W GUTM-t?.--. .4122 C SAD 0-.F- rAga ... CA1Ae- or TtjAs --tAve.JL cLF -L u ,.- . sc NCO, --ro s &'vr. 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