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HomeMy WebLinkAboutC-1287 - Storm drain, sewer, water & street improvements, 1st & Dahlia, Fernleaf StreetU TO• FILE C -1287 FROM: Project Engineer January 6, 1976 SUBJECT: SOILS INVESTIGATIONS AT 2506 FIRST AVENUE, CORONA DEL MAR, CALIFORNIA (LOT 2, BLOCK 431, CORONA DEL MAR TRACT) On December 2, 1975 a Mr. Frederik G. Freriks, Consulting Structural Engineer, stopped by at the City's Public Works counter asking for information on the horizontal location and depth of the 42" storm drain in First Avenue adjacent to the subject property. Mr. Freriks stated that he had been retained to make soil borings on the subject property of Mr. Kenneth Nottle. I made a xerox of the as -built plan of the area in question and gave it to Mr. Freriks. Subsequently Mr. Freriks called back on December 30, 1975 to ask the approximate date of construction of Contract No. 1287. I informed him that it was started in the Fall of 1970 and completed in February 1971. Mr. Freriks mentioned that he had completed soil borings on Mr. Nottle's property and that they indicated an old unconsolidated fill consisting of brown clay, black clay and an underlying shale formation. He stated that the fill probably placed by a previous owner in 1950 or 51 was unconsoli- dated and still settling and that Mr. Nottle could expect more settlement in the future as the fill consolidates. Steve Bucknam Jr. Project Engineer SB:hh cc: Mr. Lafe Parkin Garret & Dimino Inc. NOTICE ' to or Reputed Owner, to the OrigiCon +rector and to ,J � the Consfrucfion Lender (if any) in accordance with Section 1193, California Code of Civil Procedure or Section 4210, California Government Code. After Jan 1,1971 see civil code sections 3097 and 3098. TO: (Name of owner, reputed owner or public agency) Address: ��nn New}�ort Ave �Tewort each, Caa IAddre ss as shown on boil g permit; f not shown, a dress of lob site) AND TO: Langs Concrete Const Co (Name of original contractor) Address: 24191A33kerton n, original , a (Address riginal contractor, I un no address of lob site) AND TO: Ed Krausman of Langs Advises that no lender is (Name of construction lender if any) Address: ynsrrall ye I(Address of construction lender; It unknown address of lob site) 5500 P:O, PECK RD. You are hereby notified that EL MONTE, CALIF. 91732 (Name of person or firm furnishing labor, service. material or equipment) located at (Address of person or firm furnishing labor, service, materials or equipment) has will furnish(ed) labor, service, materials or equipment of the following general description with the estimated total value of $ ICansf,,0;cn lender, coPY only) for the building, structure or other work of improvement located at . (Address of lob site) The name of the person who contracted for the purchase of such labor, service, materials or equipment is Langs Concrete Const.Co. LIMPgs"C ,1.''a!' ?fl I ^r, 5500 CL )1; 2 Dated 4/20/71 (Date delivered or mailed) NOTICE TO PAYOR: "Under the Mechanics' Lien Law (California Code of Civil Procedure, Section 1181 et seq.) any contractor, subcontractor, laborer, supplier or other person who helps to improve your property but is not paid for his work or supplies, has a right to enforce a claim against your prop- erty. This means that, after a court hearing, your property could be sold by a court officer and the proceeds of the sale used to satisfy the indebtedness. This can happen even if you have paid your own contractor in full, if the subcontractor, laborer, or supplier remains unpaid." See Pink Sheet at back of this pad for instructions in she use of this form. 9.78 9) OBBU BUSINESS FORMS • P.O. e.x coefa, Ioc .NCUea cane. ..a Form No 184 / 731 NOTICE OF COMPLETION PUBLIC WORKS 4d ,( To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on Jamtiary a9, 1971 the Public Works project consisting of Fernleaf Storm Drain, Mase on which Bebek Corporation was the contractor, and General Insurance Company of America 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 March 17, 1971 at Newport Beach, California. VERIFICATION OF QITY I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on March 8, 1971 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 17, 1971 at Newport Beach, California. t{g�nati�o c.r� 0 0 MINUTES FERNLEAF STORM DRAIN PHASE II - 1ST AVENUE - CARNATION CRITIQUE IN ATTENDANCE MARCH 3, 1971 10:00 A.M. to 12 NOON Pat Ounigan Steve Bucknam Joe Stucker Guy Prewitt Ed McDonald Jim Frost Wade Beyeler Cal Stewart Evan Graves 1.' PROJECT PLANNING AND FINANCING Planning was difficult due to inadequate existing records. There were no sprinkler system location records for the Begonia Park portion of the project. 2. COORDINATION WITH OTHER DEPARTMENTS AND AGENCIES Overall cooperation and coordination between departments and agencies was good. The 1971 -72 budget should include additional funds over the remaining existing project allocation for turf replacement. 3. DESIGN FEATURES No problems; good set of plans 4. LEVEL OF INSPECTION Good, 5. CONTRACT ADMINISTRATION No problems encountered 6. QUALITY OF WORK Excellent 7. COOPERATION AND COMMUNICATIONS Good. Excellent cooperation with this contractor, Bebek Corporation. 8. SUGGESTIONS FOR IMPROVING PROCEDURES ON FUTURE PROJECTS The original project did not anticipate that the downstream extension of the storm drain through Begonia Park would be required at this time. The limited budget allocation for the original project and the necessity to MINUTES Fernleaf Storm Drain Phase II - 1st Avenue - Carnation Critique March 3, 1971 obtain Council approval for limited additional funds during a financially restrained budget year, did not provide adequate funding for complete restoration of park turf areas damaged by construction operations. In the future when projects encroach in park areas sufficient funding should be provided to adequately restore landscaping. A fi __;� ,i'ez -T Guy C. Prewitt Administrative Assistant GCP /bg Z_i" i SURETY DEPARTMENT ST TUS INQUIReY GENERAL 1NSURGNCE COM Pq NY OF y(JA i Contractor: M T Date- 310 2 5 1971 330 to 11aad0111 Cavan ltd Address: Description of Contract —:_ Include location and owner's contract number costmut X" `r City &Whwar �,. C"y of death 3300 BLVd satywta "&#As Galt!. 42960 Own WiTBout ie'udicin " p I B your right or affecting our liaroiiity under our bonds) described above, we would appreciate such of the following information as is now available. Number 19EISM +' 1 Contract Price S 1l6l292L0ii Baad(slS 116.292.00 iP 380141.00 LK Effective date 9128/70 Very truly Yours, GENERAL INSURANCE COMPANY OF AMERICA Probable dote of completion 3. Do you know of any unpaid bills for labor or material? ❑ Yes DSL No 4. Remarks: (if any) Date ��'7� Signature !J fZY�}'?'"u"^ RETAIN THIS COPY .S60 R2 '';GS PRINTED N U.S.A. Is.....:....,.,.„„„ +:�;.. n:,,w..+...,.... Total ' Approximate dote +RI. IF CONTRACT CO PL TED PLEASE STATE ___�_.__, of r�..r+letl��,� ^ / acceptance I�r./ � 7 q21 Final contract rice 7 Z�• P s 2, IF CONTRACT UNCOMPLETED Approximate percentage or dollar amount of PLEASE STATE contract completed or delivered Sales Tax ------------------ Probable dote of completion 3. Do you know of any unpaid bills for labor or material? ❑ Yes DSL No 4. Remarks: (if any) Date ��'7� Signature !J fZY�}'?'"u"^ RETAIN THIS COPY .S60 R2 '';GS PRINTED N U.S.A. Is.....:....,.,.„„„ +:�;.. n:,,w..+...,.... Total CITY OF NEWPORT BEACH PARKS, BEACHES AND RECREATION DEPARTMENT March 17, 1971 TO: PUBLIC WORKS DEPARTMENT FROM: PB & R Department SUBJECT: LANDSCAPE RESTORATION - BEGONIA PARK Attached is the Plan and Special Provisions for restoration of lawn at Begonia Park. Bid opening will be 10:00 a.m., March 31, 1971. Work should start about April 15th. EWG:dm Att. .n EVAN W. GRAVES Landscape Planner J. �1 CITY OF NEWPORT BEACH PARKS, BEACHES AND RECREATION DEPARTMENT SPECIAL PROVISIONS FOR LANDSCAPE RESTORATION FOR BEGONIA PARK I. LOCATION AND SCOPE OF WORK The work to be completed under this contract is the turf restoration of Begonia Park, approximately 50,000 square feet, located at Bayside Drive and Carnation Avenue in the City of Newport Beach. SCHEDULE OF WORK 1. Clearing and grubbing existing plant material 2. Finish grading 3. Soil preparation 4. Planting of lawn 5. Clean up II. TIDE OF CODELETION All work as shown on the plan and described within these specifications shall be completed within 21 calendar days from date of notice to proceed. III. EW INATION OF TIE SITE Bidders shall visit and carefully examine site of proposed work and acquaint themselves with conditions under which work shall be performed and nature and extent of work involved. IV. BONDS AND INSURANCE The Bidder's Performance, and Labor and Materials Bonds will not be required. The Contractor shall provide the insurance as required in Sections 7 -3 and 7 -4 of the Standard Specifications. V. FEES All fees will be waived by the City: however, all Contractors must have a valid City business license prior to commencing work. Special Provisions Page 1 of 3 A f VI VII CONDUCT OF I%DRK The Contractor shall maintain the job site in a neat and orderly condition at all times. PAYNIEINT The square foot price bid for this project shall include full compensation for all materials and labor necessary for construction of the landscape restoration complete in place. The cost of all cleanup work shall be included in the square foot price bid for the project. The City reserves the right to decrease the amount of soil amendment application by the price bid per square foot for deductive Alternate H 1. VIII. PROTECTION OF EXISTING IRRIGATION SYSTFM AND UTILITIES The Contractor shall locate all sprinkler heads and verify any shallow sprinkler lines prior to start of work. Any damage to existing irrigation system or utilities shall be the Contractor's responsibility and shall be repaired at his own expense. IX. CLEARING AND GRUBBING Contractor shall remove existing plant material as noted on plan. X. SOIL CONDITIONING A. Organic Amendments: Shall be blended ';Multi- purpose mix" as prepared by Golden West Fertilizer, 18191 Goldenwest Street Huntington Beach, California, Telephone (714) 847 -2043, or equal. B. In area designated for laim seeding the following application shall be made per 1,000 square feet and shall be thoroughly cultivated in two directions into the top 6" of soil. 2 - cubic yards of blended 'Multi- purpose mix" or equal. XI. SEEDED L0 N A. After preparation of soil has been completed, the area to be seeded in lawn shall be brought to finish grade with the finish grade being smooth and even, reasonably firm and free from debris or rocks over 1 ". Finish grade shall be 1" below curbs and existing concrete boxes and etc. Special Provisions Page 2 of 3 XII B. Seed Mixture: Seed for turf shall be clean new crop seed conmose o the following varieties mixed in proportions and testing minimum percentages of purity and germination. Name Percentage By Plant Count Purity Germination Newport Kentucky Bluegrass 60% 85% 75% Meadow Fescue 40% 85% 75% C. Seed mixture shall be as specified herein. Just prior to sowing the seed, the surface of the area to be planted shall be sufficiently loose and pliable to receive the seed. The lawn shall be sown evenly at the rate of three (3) pounds of Newport Kentucky Bluegrass and four (4) pounds of Meadow Fescue seed to each 1,000 feet of lawn area. D. Rake lightly to 1/4" of depth without displacing seed and mulch with approved steer manure at the rate of 3/4" cubic yards per each 1,000 square feet. E. Roll with a suitably weighted roller. Water shall be applied by a gentle spray and the surface kept.damp until germination of seed. Do not flood with excess water. It will be the Contractor's responsibility, to notify the Parks, Beaches $ Recreation Department when germination occurs (14 to 21 days). F. Five days after seed germination and proper notification, the City will relieve the Contractor of watering responsibility and will assume necessary maintenance for proper establishment of lawn. INSPECTION All inspections shall be made by the City's representative. At least two days notice shall be. given in advance of inspection to be required. A. Inspections that will be required: 1. During soil preparation 2. When finish grading and soil preparation are completed - prior to lawn seeding. 3. At completion'of work. Special Provisions Page 3 of 3 . I- . 0 PMMSAT. FOR THE LANDSCAPE RESTORATION OF BEGONIA PARK To the Purchasing Agent City of Newport Beach 3300 Newport Boulevard Newport Beach, California The undersigned declares that he has carefully examined the location of the work, that he has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all work required to complete the project in accordance with the Plans and Special Provisions, and that he will take in full payment therefor the following lump sum price for the completed item of work, to wit: ITFM QUANTITY IThM DESCRIPTION UNIT TOTAL NO. AND UNIT TOTAL PRICE WRITTEN IN WORDS PRICE PRICE 1. 50,000 Remove existing plant material sq. ft. finish grade, prepare soil and plant lawn. . Deductive Alternate 1 CONTRACTOR'S LICENSE NO. DATE BIDDER'S ADDRESS TELEPHONE NUMBER @ Dollars and Cents Per square foot Decrease specified soil amendments by one (1) cubic yard per 1,000 sq. ft. Total 50,000 sq. ft. Per sq. DEDUCT UNIT TOTAL PRICE PRICE Per sq. s — .ft. (Bidder's game) (Authorized Signature) C -1287 See Contract File for Begonia Park Landscape Restoration Drawing February 5, 1971 Mr. and Mrs. Marvin Rohrs 2411 E. La Veta Orange, California 92669 Dear iir. and Mrs. Rohrs: In connection with our telephone conversation of February 5, 1971, concerning the surface failure at the rear of your property at 424 Carnatiozi: venue, we have consulted with the City Attorney and are enclosing u4cn this letter a temporary right of entry form to allow the city to perform surface work on your property. As soon as we receive a signed copy of the form, we can begin remedial work to fix the failure. Very truly yours, p E. L. AcDonald Design Engineer CSii /bg Encl. -'1'7 TEMPORARY RIGHT OF ENTRY We the undersigned, being the owners of property known as Lot 4 and Lot 6, Block 431, Corona del Mar Tract, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto our property for the purpose of filling and surface patching the existing hole over the private storm drain traversing our property. This right of entry permit shall terminate upon completion of the filling and patching work. We hereby agree to indemnify and save harmless the City, and its officers and employees, from all damage and liability arising from any errors, omissions, or negligence which may result in connection with the work and services herein provided. Date i rvin M. Roh s L) Owners, Lot 4 and Lot 6, Block 431, Corona del Mar Tract, Newport Beach ti i U� _5ah -�.0 t. 166 i T"It�� • ,oi7� /,E/. L` "GiU�T /:KGB V� 1uJ \� '4 V e {, 4P.d20.Y. LOC�JT,�p �, i i I pF 6TOC - -,ail oe41 I lo 1 41 �W ol V/1� I ,4L 7E)e ,4 TE' `� rl f r:: TEMPORARY RIGHT OF ENTRY. We the undersigned, being the owners of property known as Lot 4 and Lot 6, Block 431, Corona del filar Tract, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto our property for the purpose of filling and surface patching the existing hole over the private store, drain traversing our property. This right of entry permit shall terminate upon completion of the filling and patching work. We hereby agree to 'indemnify and save harmless the City, and its officers and employees, from all damage and liability arising from any errors, omissions, or negligence which may result in connection.with the work and services herein provided. Date) Date Marvin M. Rohrs Owners, Lot 4 and Lot 6, Block 431, Corona del Mar Tract, Newport Beach r.� q Marvin M. Rohrs Owners, Lot 4 and Lot 6, Block 431, Corona del Mar Tract, Newport Beach O W N E R C O P Y - iz87 CALIFCANIA PRELIMINARY# OTICE L-- _______ In Accordance With Se ton 1193, California Code Of Civil Procedure and Secfien 4210, rfornia Government Code THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR CONSTRUCTION LENDER or Reputed Construction Lender, if any FOLD HERE OWNER or or Reputed Owner (on private work) I City of Newport Beach 33M Newport Blvd Newport Beach, Calif. L Construction loan no. FOLD HERE YOU ARE HEREBY NOTIFIED THAT . . . (name of person or firm furnishing labor, services, equip- ment or material) (address of person or firm furnishing labor, services, equip- ment or material) has furnished or will furnish labor, services, equipment or materials of the following general description: (general description of the labor, services, equipment or material furnished or to be furnished) for the building, structure or other work of improvement PUBLIC AGENCY located atlst & Carnation (address or description of job site (on public work) Corona Del Yar, Calf. sufficient for identification) —r The name of the person or firm who contracted for the pur- 1 chase of such labor, services, equipment or material is: J (if known) %1 i fit_ ORIGINAL CONTRACTOR or Reputed Contractor, if any C & R Concrete, Inc. (name and address of person or firm) P. 0. D= 273 An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: $ �ytF Fi91l w _ (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. 1 -27 -71 Dated: iz- (signature) (title) Telephone Number ( 213 C. D. Bonneville This form ( No. 594) distributed through BUILDING MATERIAL DEALERS CREDIT. ASSOCIATION - (213) 382 -7151 ' A 4 a fY.SC'r' #W a L FOLD HERE OWNER or or Reputed Owner (on private work) I City of Newport Beach 33M Newport Blvd Newport Beach, Calif. L Construction loan no. FOLD HERE YOU ARE HEREBY NOTIFIED THAT . . . (name of person or firm furnishing labor, services, equip- ment or material) (address of person or firm furnishing labor, services, equip- ment or material) has furnished or will furnish labor, services, equipment or materials of the following general description: (general description of the labor, services, equipment or material furnished or to be furnished) for the building, structure or other work of improvement PUBLIC AGENCY located atlst & Carnation (address or description of job site (on public work) Corona Del Yar, Calf. sufficient for identification) —r The name of the person or firm who contracted for the pur- 1 chase of such labor, services, equipment or material is: J (if known) %1 i fit_ ORIGINAL CONTRACTOR or Reputed Contractor, if any C & R Concrete, Inc. (name and address of person or firm) P. 0. D= 273 An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: $ �ytF Fi91l w _ (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. 1 -27 -71 Dated: iz- (signature) (title) Telephone Number ( 213 C. D. Bonneville This form ( No. 594) distributed through BUILDING MATERIAL DEALERS CREDIT. ASSOCIATION - (213) 382 -7151 CITY OF NEWPORT BEACH CALIFORNIA January 21, 1971 SUBJECT: FERNLEAF STORM DRAIN CONSTRUCTION PHASE II CONTRACT 1287 DEAR RESIDENT: This is to inform you that the storm drain in First Avenue is now completed and operative. This will alleviate the danger of flooding referred to in the letter sent to you on November 6, 1970, from the City of Newport Beach. Very truly yours, Ed McDonald Design Engineer AIM /bg City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 PURCHASE REQUISITION CITY OF NEWPORT BEACH DEPARTMENT PuJ, CALIFORNIA ..- r t9/ DATE //- /o - 7 LD SUGGESTED DEALER /�- j- `% %liC° Cot 00.' .; ADDRESS c/i 9 Z 7o s" ��nTr 0�n r—•-� PURPOSE f'C.- T: %,y(:7l- •i %:+-� %ly /,�Jl/!r /r 'a �: /� / /Li _ ..,vl/T •+' +G &Z/,�, ^� 7 7 Quantity Unit Budget Ordered Description Price Total Number /�s-/iFt. v az- •.r �- zz-- / 6oa.u4 /6s69. Zo oL- SS7o -ZS /Z ioL.UO So-9t�o -o November 9, 1970 ' G -z TO: CITY COUNCIL FROM: Public Works Department SUBJECT: DRIVEWAY APPROACH ON SOUTH SIDE OF FIRST AVENUE EAST OF CARNATION RECOMMENDATION: That the driveway approach, be removed. DISCUSSION: In a letter to the Council dated November 4, 1970, Mr. William Blocker of 2515 First Avenue has protested the closing of the driveway approach. Mr. Blocker will be at the Council Meeting to present his case and answer any questions, The driveway in question is located on the south side of First Avenue adjacent to the first alley east of Carnation Avenue. The driveway approach is separated from the alley approach by a power pole. As part of the program for the reconstruction of streets and alleys all unnecessary driveways are being removed to improve the appearance of the street and to provide more on- street parking. It is felt that the driveway is no longer needed for reasonable vehicular access. Reasonable vehicular access is available to Mr. Blocker's property from the alley. 1, 2) ° Joseph 1. Devlin Public Works Director KLP /ldg Att. y CZ f /4S700 �`� QYA. - —�- o n , - ON O�c`py 0 Qi _ 1 co ZVI Z/y /�,�,J ,C��� s NOVA c��,� , n 7rtery � •� 97d N gory �9� z �1yro�rQ GSA / . /< �� ,CM �� Cka-t era . i CITY OF NEWPORT BEACH CALIFORNIA November 6, 1970 DEAR RESIDENT: City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 This is to inform you that in case of a heavy rain, your residence may be in danger of flooding. The City of Newport Beach has evidence to show that an existing storm drain on private property northeasterly of First Avenue and Carnation Avenue has partially failed. In an effort to alleviate this condition, a contract has been let by the city to construct a bypass drain in First Avenue. The estimated completion date for the construction of this drain is the first week in December. In the event that it rains before the storm drain is completed, all low lying areas within the natural drainage gully above First Avenue are in danger of being flooded. As a precautionary measure, it is suggested that all movable household fixtures, garage storage and automobiles be moved to higher elevations if heavy rains should occur. It is believed that the existing drain on private property will still function in a limited capacity. The city will attempt to bypass as much water as it can with pumps; however, the location and topography is such that com- plete re- routing of the storm water is not possible. Please contact the General Services Department at 673 -2110, extension 281, if you have any questions. Very truly yours, J eph T. Devlin Public Works Director JTD /bg cc: General Services Department C -1287 See Contract File for Fernleaf Drainage Plan . Ft LICENSE[) & BONDED SEWER & STORM DRAIN CRANE RENTAL / CONTRACTOR i" BEBEK CORPORATION - CITY OF INDUSTRY, CALIFORNIA 91744 - November 5, 1970 Mr. Ed McDonald City Of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Re: Fernleaf Storm Drain Dear Mr. McDonald Please authorize a 40 day extension of time due to changes In our contract. Very truly yours, John Bebek President JB /mg TO: PURCHASING AGENT FROM: Field Engineer SUBJECT: FERNLEAF STORM DRAIN, PHASE I1, C -1287 i November 4, 1970 Effective Tuesday morning, November 10, 1970, please cancel Purchase Orders 4195 and 4196, both issued to the Bebek Corporation for the subject project. At the same time, please issue Purchase Orders per the attached requisition. A budget amendment has been prepared for the Council meeting of November 9, 1970. `-�� G.P. Uunigan Field Engineer GPD /em Att: F3 Bebek Corporation 16442 Construction Wady West Santa Ana. California 92705 Attention: Mr. John Bebek i � - tZO November 2. 1970 Subject: Plan Revision - Fernleaf Storm Drain - Contract 1287 Phase II Gentlemen: Attached are four final revised prints each of Sheets 13, 15. and 16 of the subject contract improvement plans. Please replace the respective sheets in the four sets of plans distributed to you on Thursday, October 29, 1970. The following revisions have been made in accordance with our October 29 meeting. Sheet 13 Revision of curb inlet detail "K" reflecting telephone conduit location Sheet 15 Installation of a water service at the northwest corner of First and Dahlia Ave. Sheet 16 Deletion of a portion of the B" VCP sewer main F4- Reconstruction and the relaying of the 6" ACP water main in Alley 21 -B. Very truly yours, ne �Q Cz � N' I V,� Ed L. P�k:Donald Project Engineer ELN /ldg cc: Field Engineer Att. CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO T0: -Jr , w� , +.�.or�� Date % 4 "t 1Q FROM: g- ,s„ c a C. olft -1 t "�'A : �{' O�G V fit. i7 mac. � - �.f rs.l [►, _ r iL #.4 A 1 • V \/ rlrr iZ T rt ,.J td - f t -.i�ra ►w . ►i h ... - �- p►'.► s Ci O, -:.+ .� c� t�a y • - u `.: i ��sss Copies To: MA-r-[1JG 3?`.n C+mS.:L. �a .,y A& c D+ A6 bai A+ L n3m-&4 `L ' Lp L [ o ►.L�. �: i is �.1 :a. a PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS LICENSED & BONDED # SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR OCTOBER 30, 1970 MR. ED MC DONALD CITY OF NEWPORT BEACH 3300 WEST NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA RE: FERNLEAF STORM DRAIN REVISION OF ORIGINAL GROUTING PRICE AS QUOTED OCTOBER 23, 1970 GROUT APPROXIMATELY 200 L.F. OF EXISTING DAMAGED 36" STORM DRAIN PLUS 1 BRICK AND MORTAR BULKHEAD r)JOHN BEBEK PRESIDENT JB/MG L.S. $3,050.00 PUBLIC Vfl 0 a i's Ci Y CF 14EWP PT BEACH, CALIF, 8/ BEBEK CORPORATION 310 SOUTH TURNBULL CANYON ROAD - CITY OF INDUSTRY, CALIFORNIA 91744 - PHONE: 968-1579 OCTOBER 30, 1970 MR. ED MC DONALD CITY OF NEWPORT BEACH 3300 WEST NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA RE: FERNLEAF STORM DRAIN REVISION OF ORIGINAL GROUTING PRICE AS QUOTED OCTOBER 23, 1970 GROUT APPROXIMATELY 200 L.F. OF EXISTING DAMAGED 36" STORM DRAIN PLUS 1 BRICK AND MORTAR BULKHEAD r)JOHN BEBEK PRESIDENT JB/MG L.S. $3,050.00 PUBLIC Vfl 0 a i's Ci Y CF 14EWP PT BEACH, CALIF, 8/ I �K CORPORATION SEWER & STORM DRAIN CONTRACTOR 310 SOUTH TURNBULL CANYON ROAD - CITY OF INDUSTRY, CALIFORNIA 91744 - PHONE: 968 -1579 OCTOBER 239 1970 MR. ED MC DONALD CITY OF NEWPORT BEACH 3300 WEST NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA RE: FERNLEAF STORM DRAIN GROUT APPROXIMATELY 515 LF OF EXISTING DAMAGED 36" STORM DRAIN L.S. $49780.00 MI-I :. 5 , LAY 44 LF 4211 RCP, ANCHOR BLOCKS 6 TIE IN TO EXISTING M.H. L.S. 8,474.00 LAY APPROXIMATELY 383 LF 42" RCP IN PARK AREA a 47.25 189096.75 JACK 88 LF 42" RCP UNDER CARNATION AVE a 200.00 LF 179600.00 JI HN BEBEK Pjj�tESIDENT JB /MG TOTAL $48,950.75 ANALYSIS OF VARIOUS STORM DRAIN CONNECTIONS FERNLEAF STORM DRAIN G— 12cJ I. ALTERNATE "A" October 12, 1970 Alignment of storm drain extension in park area westerly of Carnation A. Advantages A 4,� , c O 1. Expedites the storm drain extension construction and minimizes the liability risk of Alternates "B" and "C ". 2. Reduces the risk of damaging County Sanitation District facilities, Telephone Company's main feeder cables to Laguna Beach, and the city's gravity sewer main. 3. Minimizes inconvenience to the adjacent property owners. 4. Traffic flow will continue as normal. 5. Reduces the cost of alternate "B" by $24,000.00. B. Disadvantages 1. Restoration of park required. II. ALTERNATE "B" Alignment of storm drain extension in Carnation and across park to junction structure. Estimated cost of storm drain extension is $70,000.00. A. Advantages 1. Removes additional imminent liabilities both upstream and downstream. 2. Minimizes encroachment across park area. 3. Saves two park trees. B. Disadvantages 1. Increases cost over alternate "A" by approximately $24,000.00 and Alternate "C" by approximately $67,000.00. 2. Closes Carnation for 5 weeks resulting in extensive detouring of traffic for approximately 5 weeks. 3. Increases probability of storm water damage due to increased construction time. Page 2 II. ALTERNATE "B" (contd) B. Disadvantages (contd) 4. Increases the risk of damaging County Sanitation District pressure sewer. S. Increases the risk of damaging Telephone Company main feeder cables to Laguna Beach and points southerly. 6. Increases the risk of damaging city's gravity sewer main. III. ALTERNATE "C" A. Advantages 1. Lower initial cost of storm drain connection of $67,000.00 under Alternate "B" and $43,000.00 under Alternate "A ". B. Disadvantage 1. Assumes additional liabilities both upstream and downstream from planned connection location resulting in imminent failure conditions in existing storm drain, alignment of existing storm drain under structures, and increased water pressures resulting from new pipe installations upstream. W Q F /GeS T.. O Ex rEA�.S /O.V 0 Q a U r i 'aG /G.UME.Ur 48 A,,4,d oc �rr6rier PGA.uS r / r �1 irrnr✓V /� \ � � / 0 r 0 UA/OG°B [OCd T /p.f/ .�OUA/O 4F7�.(7 t�XCA V4T /OA! rRMS W v .8.4d YS /,G7E Q2 r�L�O.�aSEO ,BXTEt/8 /G.C/ i G+� rs,+a 42 srzVeW VAA4 11 C/it✓ "L7GP.Q CO.[J87''.2UCT /G7/C/ AIPA BEBEK CORPORATION 310 SOUTH TURNBULL CANYON ROAD - CITY OF INDUSTRY, CALIFORNIA 91744 - PHONE: 968 -1579 OCTOBER 51 1970 MR. ED MC DONALD CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 DEAR MR. MC DONALD AS OF 11 A.M. THIS DATE, WE HAD OUR PIT AT THE CORNER OF 1ST AND CARNATION DOWN TO GRADE, AND I DID NOT FIND THE SUPPOSEDLY EXISTING 36f1 PIPE. THIS AFTERNOON WE LOCATED THE EXISTING PIPE APPROXIMATELY 151 EASTERLY OF WHERE IT WAS SHOWN ON THE PLANS. BY THIS LETTER WE ARE REQUESTING A CHANGE ORDER TO COMPENSATE US FOR THE EXTRA WORK REQUIRED TO CONSTRUCT A NEW PIT, TIME SPENT LOCATING THE 36" PIPE AND ANY OTHER WORK NOT ORIGINALLY REQUIRED. WE WILL ALSO EXPECT AN EXTENSION OF TIME FOR THIS DELAY. VERY TRULY YOURS ,1 rl JOHN BEBEK PRESIDENT JB /MG r iEBt t PUBLIC WORKS fi 7970 CITY OF NEWPORT BEACH1410 CALIF LICENSED & BONDED CRANE RENTAL ;';j SEWER & STORM DRAIN CONTRACTOR BEBEK CORPORATION 310 SOUTH TURNBULL CANYON ROAD - CITY OF INDUSTRY, CALIFORNIA 91744 - PHONE: 968 -1579 OCTOBER 51 1970 MR. ED MC DONALD CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 DEAR MR. MC DONALD AS OF 11 A.M. THIS DATE, WE HAD OUR PIT AT THE CORNER OF 1ST AND CARNATION DOWN TO GRADE, AND I DID NOT FIND THE SUPPOSEDLY EXISTING 36f1 PIPE. THIS AFTERNOON WE LOCATED THE EXISTING PIPE APPROXIMATELY 151 EASTERLY OF WHERE IT WAS SHOWN ON THE PLANS. BY THIS LETTER WE ARE REQUESTING A CHANGE ORDER TO COMPENSATE US FOR THE EXTRA WORK REQUIRED TO CONSTRUCT A NEW PIT, TIME SPENT LOCATING THE 36" PIPE AND ANY OTHER WORK NOT ORIGINALLY REQUIRED. WE WILL ALSO EXPECT AN EXTENSION OF TIME FOR THIS DELAY. VERY TRULY YOURS ,1 rl JOHN BEBEK PRESIDENT JB /MG r iEBt t PUBLIC WORKS fi 7970 CITY OF NEWPORT BEACH1410 CALIF TO: FIELD ENGINEER FROM: Design Engineer SUBJECT: FERNLEAF STORM DRAIN - PHASE II C— �:Lis-? v October 2. WO Please note the changes made on the enclosed sheet of plans. The street paving on First Street is being extended to include the intersection at First and Dahlia. This will necessitate extending the water main up to the termination of the new pavement. The station changes on the water main are noted in the title block. Revisions are also being made in the paving design of Alley 1121 -B. Those changes will be included with the above changes in a formal change order which will be transmitted as soon as possible. Ed L. McDonald Design Engineer ELM/SB:ldg Enc. 4:: L' -US-1 i CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 September 29, 1970 SUBJECT: STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) C -1287 Dear Resident and Property Owner: The city has awarded a contract to Bebek Construction Company of the City of Industry for the construction of a storm drain, water main, street and alley improvements in First Avenue between Carnation Avenue and Dahlia Avenue, and in the alleys north and south of First Avenue between Carnation Avenue and Dahlia Avenue. The nature of this work will necessitate the closing of the access to your alley from First Avenue and the use of the Second-Avenue alley entrance during the construction. Every effort will be made to complete the work as rapidly as, possible with a minimum of inconvenience to the residence. Please continue to place your trash containers at the same locations for pick -up as usual. Your cooperation in making this project successful is appreciated. If you have any questions concerning this project, please call the contractor, Bebek Construction Company at (714) 540 -4922, or Mr. Steve Bucknam or me at 673 -2110, Extension 272. Very truly yours, 00 G� Ed L. McDonald Project Engineer ELMlldg LI 433 Dahlia 433 435 435 437 4371, 439 439 441 441 432 Carnation 4321 436 436 440 ti V 0 EI M If- M - ZO 11414' 14 19 ti = 15 PdRC " JB • n r _ !G ' !4 • � iZ 1f0 R3 I/ h 10 b " •; Q a •� G • h d � /0 9 'Ow b C ti e, (FCRME..¢GY 54� PL.% Zt ti V 0 EI M MAO' ZZ 14 q' .a ZO 15 PdRC " JB • n /G _ !G ' !4 7 iZ ! /BO' /Z _� 10 b " •; Q a •� G • h d � Z 4 'Ow b C k' AIM' Z! t4 b 14 q' 17 r = 15 PdRC 14 C /TY /033 1,a 7, • n /G 4 a: ' 3 W. Z. 7 iZ ! /BO' Ar�gq. Code 7 /V 5 �• b f g •� G d a'.sErvice e'.v} a,e. /322167 R' ITY OP NEWPORT w iCALIFORN A J:YJ� 11 Z2 " 1Q o A w _. 8._ a 0 i ryil � PdRC 14 C /TY /033 1,a 7, • n /G 3 - , !d ' 3 W. Z. J iZ ! /BO' Ar�gq. Code 7 /V o A w a 0 ZO � - PdRC 14 C /TY /033 1,a 7, • n /G M !d ' 3 W. Z. • ? iZ c , n Ar�gq. Code 7 /V ti /0 f g •� G d � Z 11C.0' o ZZ nea' w • ° ZO 1 14 t/ �• • n /G M !d ' 3 W. Z. • ? iZ c , n Ar�gq. Code 7 /V ti /0 f g •� G d � Z 11C.0' /y 17 13 )c rt Blvd. // 4 17 ~7.00 5 3! v q G 18 ZO I3 = 14 t/ �• • n /G q 1 • ? iZ to /0 f g •� G d D Z:aat�ueo� 7 8 e 3 4 L no.0 Z1 /9 17 /5 13 9 7 5 3 /9 —/7 t3 J/ — 9- 5 18 I3 = 14 t/ �• ,r /Z •� !0 9 �. 7 8 e 3 4 L no.0 Z1 /9 17 /5 13 9 7 5 3 /9 —/7 t3 J/ — 9- 5 0 CITY OF NEWPORT BEACH CALIFORNIA +a city Han 8300 Newport Blvd. (714) 073 -9110 September 24, 1970 Attention: Editor Gentlemen: Attached is a press release which will be of interest to residents of Newport Beach. Also enclosed is the Council Memo awarding the contract. Very truly yours, oseph :. Devlin ublic o ks Director LM /em Att:. Sent to: Santa Ana Register,625 N. Grand, S Ana CA 92700, L. A. Ttihms, 1375 Sunflower, C Mesa CA 92627 N. Hbr. Ensign, 2721 E C Hwy, CDM 92625 Newporter News, 2929 Npt Blvd, N B 92660 Daily Pilot, 330 W. Bay, Costa M. 92627 0 PRESS RELEASE First Avenue between Carnation and Fernleaf Avenues in Corona del Mar will be closed to through traffic for a period of approximately 75 days during the construction of a storm drain beginning September 28, 1970. The Contractor will provide temporary access to properties within the construction area..from the intersection of Carnation and Fernleaf Avenues. , Sent to: Santa Ana Negister,626 N. grand, S Ana CA 92700 L. A. T6iee, 1376 Sunflower, C Mesa CA 92627 N. Hbr Ensiqn, 2721 E C Hwy, COM 93626 Now rter flews, 2929 Npt Blvd, N 8 92660 Daily Pilot, 330 Y. Bay, Costa M. 92627 PRESENT: t .. MINUTES PRE - CONSTRUCTION MEETING FERNLEAF STORM DRAIN PHASE II C -1287 September 22, 1970, 9:30 A.M. Bebeck Corporation, Contractor Southern California Gas Company Pacific Telephone Cablevision Southern California Edison Utility Division, C.N.B. General Services, C.N.B. Public Works, Engr. Design, C.N,B Public Works, Engr. Field, C.N.B. Fire Department, C.N.B. Police Department, C.N.B. John Bebeck and Roy Coble Gary Moulder and John Reynolds Ron Modeleski Charley Roman Absent Jim Frost Wade Beyler Steve Bucknam, Ed McDonald Don Robison, Pat Dunigan Chief Briscoe Absent Methods of closing First Street and the affected alleys were discussed. The Fire Chief discussed various methods of gaining access to isolated residences in the work area. The contractor stated that he intended to start excavation of two bore pits located on First Avenue on Monday, September 29. He indicated that boring operations for the storm drain may start as early as Wednesday, September 30. The various Utility facilities were discussed with their respective representa- tives. The contractor requested the telephone company, gas company, and Cablevision to clearly located their facilities at the bore pit locations and at drainage structure locations on First Avenue and in alley 21 -B. The contractor was informed about Edison poles near excavated areas; Edison Company was not present to comment. The contractor discussed with Jim Frost the method of serving water to the residences on alley 21 -C southerly of First Avenue. He determined that he would serve these properties with a temporary line from First Avenue. He also stated that he would initially construct the water main work in alley 21 -C and plug the- water main in First Avenue. Methods of handling rubbish were discussed with Wade Beyeler. It was determined that the contractor and General Services would arrange a method of rubbish pickup for the residences having sole vehicular and pedestrian access through alley 21 -C. The proposed revisions required to accommodate the contractor's method of construc- tion were discussed. The Design Section will make the revisions within approximately two weeks and a change order will be processed accordingly. The contractor was requested to submit his construction schedule indicating,.the order of work in order to properly notify the affected residences. He stated that he would submit the schedule to the city by Friday, September 25. q 0 Minutes for Pre - Construct Meeting Fernleaf Storm Drain Phase II - C -1287 September 22, 1970, 1970; 9:30 A.M. Page Two The following emergency telephone numbers were presented: John Bebeck Roy Coble E. L. McDonald Project Engineer cc: Public Works Director City Engineer Attendees Southern California Edison Police Department (213) 943 -2568 (714) 646 -4134 0 • CITY OF NEWPORT BEACH CALIFORNIA mo City Hall 3300 Newport Blvd. (714) 673 -2110 September 18, 1970 Notice of Meeting A pre construction meeting will be held at 9:30 AM, Tuesday September 22, 1970 on the Fernleaf Storm Drain - Phase II, C -1287 The meeting will be in the Field Engineer's office. To Attend: Contractors John Bebeck and Roy Coble General Services, Wade Beyeler and representative Utilities Division, Jim Frost Field Engineer and Project Inspector: Steve Bucknam Lt. Jim Spears, Police Department Chief Briscoe, Fire Department Pacific Telephone, Art Arthington So. Calif. Gas Co., W. C. Stickney CATV, Bill Enos So. Calif. Edison Co., Bill Compton C Ed McDonald - Project Engineer Em /em 0 a CL W ra7 L-e^*. I&-l-0 4LOIA IL 9 -10 . I.C3 kh A7 14 L4 6/ 0 C-- - Q , Fj . . el ���. Septe,er 16, 133ir ;iabek Corporation 317 Turnbull Canyon cuad Industry, California yIM iu jectt Storm i;rain and +itscelianeow 100maaeents (Femleaf Aorm urain Plisse II), C -14'4 L;entieeaens uecloseu fur your information 440 files is a fully - executed copy of the contract for tie2 sutoject project. Please arrange 40 hours in advance for a pre - construction meting and su:�Plssion of your construction schejules for approval in accordance witte suction G-1 of the Standard Specifications. At this meeting eat will revioa tae tentative plan eaanges required by your proposed jacking wataods of constructing the stores drain. Upon approval of the se3oMe you way proceed uita trite construction in accordance witie tie revised Plans, LAcifeLatiaes, and Special Provisions. Tat contract was executeu :;y tie city on :Jeptomoer 100 IWO. Tais date uegins the time allowed to cros lete tree jerk. Very truly yours, :.. 1, tiCJanald Project engineer LL Va � j cc; Field 4n3inoer Aility superintendent ;Anaral Services Director CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. I DATE September 3, 1970 CONTRACT NO. 1287 PURCHASE ORDER NO._ . BUDGET NO.82- 3497 -225 CONTRACTOR'S, AM Bebek Corporation PROJECT NAME AND NO:+ Fernleaf Storm Drain, Phase II 1 3 ACTION: Where the 42 -inch storm drain pipe is jacked into place, the D -load strength requirement for the pipe may be reduced from the 3000 -D specified to 2000 -D. All pipe laid in open trench must be 3000 -D, or may be 2900 -D, with 2 -sack snad- cement slurry backfill on the sides and to 1 -foot above the pipe. The provisions of Sections 306 -2.4 through 306 -24.5 of the Standard Specifications shall be carefully followed. The approximate limits of the jacking operation are: Sta 0+20 to 1 +13, and 1 +48 to 2 +76. Due to the reduced D -load, there shall be a reduction of $1.00 per lineal foot in the bid price for the pipe which is jacked into place. The approximate contract cost reduction due to this { change is: 221 LF @ $1.00 = $221.00 1 CONTRACTOR: BY Q— .fa" P49, . DATE APPROVAL: Project Engineer cc: Purchasing yob -'17y� 'L 40e4 b0dM3N f� . #14 17 WMM, pursuant to the notice invitIng UW for work in connection with the Pernieaf Stora Drain# Pbaso Its ins accardames with the plans and specificstiOns bWetofore adopted, bids were received on the 13th dap of August, 1970, and publicly opsmad and declared; and WMEAS, it appears that the lawsss resjrstu IbUi bidder therefor is MUK CORMATION; MOii, TRURMIO DN IT RSSOLVID by vto City tounail of the City of Newport 'teach that the bid of Dsbek Corporafiesn designated Alter ate "8 "s for the work in.tba amount of $1166182 be accepted, and that this contract for the described work be awarded to said bidder; TT mTm iasam that the Kayser and City Clerk are hereby authorised and directed to execom a contract in accordance with the specifications, bid and this award on behalf of the City of Newport Deaths and that the City Clerk be directed to furnish an executed copy to the successful bidder. ADOPM this 24th day of d+ssas , 1970. 1� ATIM; .._... .. City Clark DO IN Sash. 8/19/7© ` CITY OF NEWPORT BEACH g CALIFORNIA 4 August Zl, 1970 Agricultural Insurance Company 805 Shatto Place Los Angeles, California 92660 Attentions X J. Brown, Claims Manager Enclosed Is claim of Kenneth F.. Nottle filed by Bali, Hunt, Hart, Brown and Baerwits alleging damage to Mr, Nottle's property at 2500 1 et Avenue, Corona del Mar in connection with a storm drain in February, 1970. Laura Lagios City Clerk dg ect City Manager City Attorney Public Works Department Quinlan 1e Jennings Ins. Agency I . • •' TEMPORARY RIGHT OF ENTRY , I I the undersigned, being the owner of property known as Lot 2, Block 431, Corona del Mar Tract, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto my property for the purpose of filling the existing private storm drain traversing my property and the adjacent soil voids. This right of entry permit shall terminate upon completion of the filling work, k abyc xe oxiaxf€anrc}c6gu�rcd r�xs3dratac esscxxx /4 /C / d ate Owner, Lot 20 Block 431, Corona del Mar Tract, Newport Beach Cr.'s, ,. � n I i ;i I BALL, HUNT, HART, BROWN AND BABRWITZ 2 120 IJNDEN AVENUE 3 LONG BEACH, CALIFORNIA 90802 4 (213) 435.5631 5 Attorneys for Claimant 7 8, BEFORE THE CITY COUNCIL 9 FOR THE CITY OF NEWPORT BEACH . 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 In the Matter of the Claim of ) CLAIM NO. KENNETH F. NOTTLE against the CITY OF NEWPORT BEACH,) a Municipal corporation. ) TO: THE CITY OF NEWPORT BEACH: 0. This claim is•presented by Eric R. Van de Water of Ball, Hunt, Hart, Brown and Baerwitz, attorneys at law, on behalf of claimant, KENNETH F. NOTTLE. Claimant's post office address is 2500 lst Avenue, Corona del Mar, California 92625, and claimant desires that all notices respecting this claim be sent to the attention of Eric R. Van de Water, at the offices of claimant's attorneys, 120 Linden Avenue, Long Beach, California 90802. You are hereby notified that KENNETH F. NOTTLE claims property damage from the CITY OF NEWPORT BEACH in the amount of $25,000, plus general and special damages as yet unascertained. This claim is based upon the following facts: Claimant I 1 7 8 The damages sustained by claimant as far as known as of 9 the date of presentation of this claim consist of the diminution 10. in the market value of his property. The reasonable market value 11 prior to the subsidence and resulting damages was $75,000; the 12 reasonable market value as of the date of presentation of this 13 claim is not more than $50,000; and claimant has sustained a 14 diminution in market value to his property in the approximate 15 amount of $258000 as a result of the subsidence and its effects 16 on his duplex unit and the market.value thereof. 17 18 The names of the public employees causing the damage to 19 claimant's property under these circumstances are unknown at this 20 time. 21 22 DATED: August 18 , 1970. 23 24 BALL, HUNT, HART, BROWN AND BAEM1ITZ 25 26 By et" /Y 1/"C'':l�'it�ct�G? ERIC R. VAN DE WATER 27 Attorneys for Claimant 28 29 STATE OF CALIFORNIA ) as. 30 COUNTY OF LOS ANGELES ) 31 On August 18 , 1970, before me, the undersigned, a 32 Notary Public in and for said State, personally appeared ERIC R. 2. 1 2 is the owner of one duplex unit located at 2500 lot Avenue, 3 Corona del Mar, California 92625. Commencing in approximately 4 February, 1970, the land.in the area of a storm drain transversing 5 claimant's property began to subside, with resulting damage to 6 claimant's lot and unit. 7 8 The damages sustained by claimant as far as known as of 9 the date of presentation of this claim consist of the diminution 10. in the market value of his property. The reasonable market value 11 prior to the subsidence and resulting damages was $75,000; the 12 reasonable market value as of the date of presentation of this 13 claim is not more than $50,000; and claimant has sustained a 14 diminution in market value to his property in the approximate 15 amount of $258000 as a result of the subsidence and its effects 16 on his duplex unit and the market.value thereof. 17 18 The names of the public employees causing the damage to 19 claimant's property under these circumstances are unknown at this 20 time. 21 22 DATED: August 18 , 1970. 23 24 BALL, HUNT, HART, BROWN AND BAEM1ITZ 25 26 By et" /Y 1/"C'':l�'it�ct�G? ERIC R. VAN DE WATER 27 Attorneys for Claimant 28 29 STATE OF CALIFORNIA ) as. 30 COUNTY OF LOS ANGELES ) 31 On August 18 , 1970, before me, the undersigned, a 32 Notary Public in and for said State, personally appeared ERIC R. 2. is 2 VAN DE WATER, known to me to be the person whose name is sub- . i '3 scribed to the within instrument and acknowledged that he 4 executed the same. }{ 5 I 6 WITNESS my hand and official seal. 7 Notary pilb i ,'State of Californifto 9. • County of Los Angeles 10,..b,. -.... a I .�,i• - J07 WURL 11 [Seal] �`,:. -1a... Aceon Ra+�c - coitlbm+o PRI . W +;•;j� i.OS AN�pGil.f1 IM*fTY . 12 13 Commission expires October 21, 1970 i4 i 15 is 17 , 18 19 20 21 22 23 24 i 25 26 . 27 28 29 30 31 32 i — 3. 1 i 9 4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD Date Auyn 20. 1970 TO: Robert Lee Farmer 1240 E. Hunter Avenue Santa Ana, California 92705 ATTENTION: SUBJECT: Stores Drain and Miscellaneous Imp vesnents (Fernleaf Store ;rein, Phese II) r, -1287 We are transmitting the following: No. Copies Description 1 Public 4orks Department memo to City Council, August 24, 1970. (E -3h) Remarks: Copies to: By: Benjamin r,. Nolan City Engineer 8814/bg r a f N I_ O � a� o- � F- :Y i `J m xlk- MEN an WEIN do 1 O F- W W x n U Z N Q W F-- Z U O Z Lai MEN an WEIN do 1 O F- W W x n I�I��IY�id do 1 O F- W W x n r , a f N i �Q ((NzN v t�. Q F U LAJ d A a r� 0 W W S N iI�I�I���IR d� �II1 r� 0 W W S N a f N (O5J 11 � � m iy2 N aw t az F � W a !Q Q t G 0 W W ' 2 oil I OEM NII�N !�1 0 W W ' 2 CI7' OF lPORT BEACH PUBLVC WORKS DEP*ENT y` CONTRACTORS CHECK -OUT LIST STnRM DRATN AND MTS,C TMPROWMFNTS BID OPEN4NQ R -18 -7n WORKIme DAYS 120 calandar EP081T REQUIRED N6INEER'3 ESTIMATE AU A A1RA nnn 074 B 132,00 NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS -P,4r,k Craneveyor Corp 1240 So. Boyle Ave L A, CA 90023 264 -1201 sent 8 -13 F, a4a s 5i s J6 3 3 C # TY OFOMORT BEACH x PURL 6 C WORKS DEPA*fENT CONTRACTORS CHECKOUT LIST BID OPENONO PROJECT _ WORKIN9 DAYS ' 1�081T REQUIRED QJ�EER�B ESTIMATE N0. NAME AND ADDRESS PHONE DEPOSIT REMARKS Tr-7 C 6 PNd'J y 144 C-7- r ) 6 /V �Q �/�t fl= r/ J 0- 0 eve KR 4 [ c o � °` / 70o i s 536 -653 � —x'70 0.3 Ci�.Y, cr, �-�e a'� ,� 9c6� D' - S ^- '7 a 3 /G 6 Y� e)-3 /� 7 g .x,e de-W e �an9sls co,(V 4 s 5'30 s3as 9_ s- 70 i�7�2 sG.yAebo.� BGdo �T v2.d-7�10 6� bra n w 0 r /a - 7a <s X63r� ,6C ,jg '9 s. (4) (L13 S 7 4 o ` C I TY OF )PORT BEACH PURL; C WORKS DEP. JENT CONTRACTORS CHECK-OUT LOST PROJECT W6Rkixd DAYs k c, DEPOSIT REQUIRED EM6lNEEWrS ESTIMATE,brT A= 1�SrEY CIO. NAME AND ADDRESS PHONE DEPOSIT REMARKS Gc�x�e 1 Lie . 5-r- nom+ -rCb Aj F 0"650 T:)C <2 \3� /p' /� f :. ;a•. q!s S3fo 4L -'bO c j k6 & !s . ` cz z Z loo I -X020$ C.s ' ta . ` . U-9 L� T1E -7`31 l? I-z t Cbk0.PIkr,AJ %+vE G35- 3163 \LC t,`o -�3Z0 r2ts AV S, 2.- �-439t ✓�fa.�t] �I�I C IG I'S I& czz L « E�C�±7« rU -t. Ot. AtktF Surf CCi.��SL� -.S� iX�,... 20 'Z-I C-7 T�3� Al �jPtMCYZ- ,.0 -AL, �io60 945-1411 (vl t. p ��}CI�tC PI+'�t✓LINL" Ilv32 s . GKIv WaoE� _ k4A ll.£b ZI -SI to P✓ o L.. .�� ��'rt�.1L' —t` i r �.�. •.' E m c� ' �. a-t. 0 Q �d a ` JC5 ��2 � t nJ r �-1 -1a 2Z .S- 6� >✓c�- — 6-92-77-3 V �c 33�gie r/ 1i1� Leo �I3 MA �LEO .z -���. r/ M rte\ �e,> 7)31 %i-L1 wAT a� [°z4 rt.D tu,sJ C.� F 5071 /t Fi .. CtT Y, OF )PORT BEACH - PUBLIC WORKS DEPt CONTRACTORS CHECK-OUT LIST Bso OPE"m —Vb --to - -PROjECT t_AMMA,,Q AIA,ac� \:"EmaCiej 56m_!, WoFtkirgQ DAYS 1� v e s DEPOSIT REQUIRED EmalMEER'S EST -:�p. LIP -T-'zr is J 1Z.- 10o z NO. ; NAME AND ADDRESS - > r /HOME DEPOSIT REMARKS 6 D_ -kQ Z 92.-1 4- `—W Lr:D 7-;31-1; L_zz_� �5 0 4Gr, CL-L 'F-F-L -r-L-k VAtLF-D 1-61--7d 1049-1 COW-5-'TaLUr-71?0H,L.L)AV A ry p I : - '1.1 2 lt V L C�. � k.o_- 6n C-C ='CL't..kj-,E (I OS C=? rs C�'2:04 a/ Cj'�.L (7 9 %iI.0 nN— Woo p Lftti � (LI CA'-.iv. 4IN a -t smxz t� `.lh 0 , or. -z 'Z-8 % -3 L E 7 It -70 G. I 7, O. Sox r' IVA (Ln 7 3 th. t% us s�. Ca� 9) 5 -lc - L p n-o (_0cLp0Q_&TL 0 Co. t —7 9 7-70 S, cC 'L. An kA P i i Cam' rL- t' e T-- --I 0 TEMPORARY RIGHT OF ENTRY I, the undersigned, being the owner of the property known as Lots 8 and 10, Block 431, Corona del Mar Tract, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto my property for the purpose of filling the existing low areas as shown on the attached drawing. This right of entry permit shall terminate upon completion of the filling work. $ ", 170 Date G adys qghes Owner, Lot 8 and Lot 10, Block 431, Corona del Mar Tract, Newport Beach �. '2. 3C� i Y I► J �H �5 4- 0, TEMPORARY RIGHT OF ENTRY We the undersigned, being the owners of property known as Lot 4 and Lot 6, Block 431, Corona del Mar Tract, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto our property for the purpose of filling the existing private storm drain traversing our property and the adjacent soil voids. This right of entry permit shall terminate upon completion of the filling work. We hereby agree to indemnify and save harmless the City, and its officers and employees, from all damage and liability arising from any errors, omissions, or negligence which may result in connection with the work and services herein provided. Date to Ma vin M. Robrs liz eeth Hei ol`R hrs Owners, Lot 4 and Lot 6, Block 431, Corona del Mar Tract, Newport Beach 0 0 TEMPORARY RIGHT OF ENTRY We, the undersigned, being the owners of the property known as Lot 12, Block 431, Corona del Mar Tract, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto our property for the purpose of filling the existing low areas as shown on the attached drawing. This right of entry permit shall terminate upon completion of the filling work. Date J'- �._. Date Carl J. WSthena Teresa Buschen Owners of Lot 12, Block 431 Corona del Mar Tract, Newport Beach i 1 L �a fi'Ji I -� CARNA TI Q N 4VE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 9REq //VCGUDED /,U PIC7117- OF E9AI7 -,QY F Rr(r1�T DRAWN 47 DATE APPROVED PUBLIC WORKS DIRECTOR R.E. NO. DRAWING NO. �I v .. C,4R1VAT /•ON.: 4VE. 4 ' -432 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Gr= E,UT;Q `/ pEQM i T DRAWN '511LZ DATE I-< /- /P APPROVED PUBLIC WORKS DIRECTOR R.E. NO. DRAWING N0. 1 i CWRNAT /,OAt CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT OF E/C/T,Q y loz 4lu/ /T DRAWN ,S: /'"- DATE APPROVED PUBLIC WORKS DIRECTOR R.E. NO. DRAWINO N0. e �7 September 1. 1970 TO: CITY CLERK FROM: Public Works Department SUBJECT: STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS. C -1287 (FERNLEAF STORM DRAIN. PHASE II) Attached are three sets of the subject contract documents and insurance certificates. Will you please execute on behalf of the city and return the Public Works copy and the Contractor's copy. Retain the insurance certificates and the copy marked. "City Clerk." Steve Bucknam Project Engineer SB /ldg Att. August 31, 1970 TO: CITY ATTORNEY FROM: Public Works Department SUBJECT: STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS„/ C -1287 (FERNLEAF STORM DRAIN. PHASE II) i Attached are three sets of the subject contract documents and the insurance certificates. Will you please review as to form and content and return to our office? Steve Bucknam Project Engineer SB /ldg Att. CITY OF NEWPORT BEACH CALIFORNIA Bebek Corporation 310 Turnbull Canyon' Road Industry, California 91745 City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 August 25, 1970 Subject: Storm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II) C -1287 Gentlemen: The City Council awarded the subject contract to you on August 24, 1970. Enclosed are four copies of the contract documents for the construction of the project. It will be necessary for you to execute and return a Material and Labor Bond for 50% value of the contract amount; a Faithful Performance Bond for 100% of contract amount; and four copies of the contract. The date of the contract is to be left blank, and it will be filled in when the City executes' the agreement. The processed contract documents will be distributed as follows: (1) City Clerk, (2) Public Works Department, (3) Contractor, and (4) bonding company. In addition to the above documents, please submit certificates for public liability and property damage insurance and workmen's compensation insurance. THE FOLLOWING INSURANCE REQUIREMENTS MUST BE STRICTLY FOLLOWED: 1. The City of Newport Beach is to be named as an additional insured on the public liability and property damage insurance. The public liability and property damage policies shall be endorsed as follows: "It is hereby understood and agreed that the policy to which this certificate refers may not be cancelled, materially changed, 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 Beach, California, of a registered written notice of such cancellation or reduction in coverage." r Page Two 2. The minimum limit of the insurance shall be as follows: A. Limit of liability for bodily injury or accidental death: Each person $250,000 Each accident $500,000 Aggregate products $500,000 B. Limit of liability for property damage: Each accident $100,000 Aggregate protective $500,000 Aggregate products $500,000 Aggregate contractual $500,000 3. A signed certification regarding workmen's compensation insurance shall be as follows: "I am aware of and will comply with Section 3700 of the Labor Code, requiring every employer to be insured against liability for workmen's compensation or to undertake self- insurance before commencing any of the work." The specifications require that all of the above documents be executed and returned to the City within 10 days after they have been mailed to you. Very truly yours, ���� � Ed L. McDonald Project Engineer ELM /ldg Encl. cc: Insurance company Fred S. James and Co. 625 So. Kingsley Los Angeles, Calif. 90005 August 26, 1970 Salata, Inc. 7891 Certkos Avenue Stanton, California 93060 Subject: Storm drain and Miscellaneous Improvements (Fernleaf Storm Drain - Phase II) C -1287 Gentlemen: This is to inform you that the debek Corporation of the City of Industry, California, has been awarded the contract of $116,282.00 on Alternate "B" for the above mentioned Project. We wisn to thank you for submitting a bid and hope that you will continue your interest in future projects for the City of Newport Beach. Very trily yours, Steve uucknam Project Engineer Sd /bjg e) August 26, 1970 Lamar Corporation and Joe E. Long 7UU E, 5th Avenue Huntington Beach, California Subject: Storm Drain and Aiscallaneous Improvements (Fernleaf Storm Drain - Phase II) C -1287 Gentlemen: This is to inform you that the Bebek Corporation of the City of industry, California. has been awarded the contract of 0116.Z62.00 on Alternate °B" for the above mentioned project. de wisa to than!: you for suownitting a bid and Trope that you -dill continue your interest in future projects for the City of Newport Beacii. Very truly yours, Steve Jucknam Project Engineer SB /bg 0 August 26, 1970 Roi)ert Lee Farmer 1240 E. Hunter Avenue Sa�.tta Ana, California 92701 Subject: Storm Drain and Ifiscellaneous Ittt roveraents (Fernleaf Storm, Drain - Phase II) C -12117 Gentlemen; Tads is to inform you Uiat the sebek Corporation of Cite City of Industry, California, has been awarded tie contract of $116,282.00 on Alternate "B" for the above mentioned project. We wish to thank you for 5uLqnittin9 a btct and hope that you will continue your interest in future projects for the City of Newport 3each. Very truly yours, Steve sucknam Project Engineer SB /bg SAI` August 26, 1970 L. Castillo and Sons, Inc. 929 West Mission avenue escondido, California Subject: Storm brain and Miscellaneous Improvements (Fernleaf Storm Drain - Phase II) C -1287 Gentlemen: Tnis is to inform you that the debek Corporation of the City of Industry, California, nas been awarded the contract of $116,282.U0 on Alternate "8" for the above mentioned project. We wish to thank you for submitting a bid and 'hope that you will continue your interest in future projects for the City of Newport leach. Very truly yours. Steve ducknam Project Engineer Sit /bg Ms. Gladys Hughes 428 Carnation Avenue Corona del liar, California 92625 Jear Ms. Hughes: August 4, 1970 The city is preparing a project to construct a new storm drain in First Avenue and the alley adjoining your property. To comply with the design requirements for the new storm drain, the existing alley grade must be raised approximately one foot in the low area. In order to meet the new grade and to avoid ponding of water, the city desires to fill the surrounding low areas with select excavation. Tne limits of fill are shown on the attached sketch and will be approximately one foot to one and one -half feet deep at the alley, reducing to zero feet in the rear. To permit the city's contractor to enter upon your property and accomplish the work, it is requested that you execute and return the enclosed temporary entry permit. All work, including restoration of existing improvements, will be done without cost to you if the right of entry is granted. If you have any questions, please call Mr. Steve Bucknam or Mr. Ed McDonald of this office at 673 -2110, extension 272. Very truly yours, Joseph T. Devlin public Works Director AIM /bg Encl. TEMPORARY RIGHT OF ENTRY I, the undersigned, being the owner of the property known as Lots 3 and 10, Block 431, Corona del Mar Tract, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto my property for the purpose of filling the existing low areas as shown on the attached drawing. This right of entry permit shall terminate upon completion of the filling viork. ate Gladys Hughes Owner, Lot 8 and Lot 10, Block 431, Corona del Mar Tract, Newport Beach Ms. Harriet S. Gould 118 E. Ocean Front ualooa, California 92661 Dear Ms: Gould: 6 August 4, 1970 The city is preparing a project to construct a new storm drain in First Avenue and the alley adjoining your property. To comply with the design requirements for tie new storm drain, the existing alley grade must be raised approximately one foot in the low area. In order to meet the new grade and to avoid ponding of water, the city desires to fill the surroundin: low areas with select excavation. The limits of fill are shown on the attached sketch and will be approximately 1 foot to 1 -1/2 feet deep at the alley, seducing to 0 fi:et in the rear. To permit the city's contractor to enter upon your property and accomplish the work, it is requested that you execute and return the enclosed temporary entry permit. All work, including restoration of existing improvements, will be done without Cost to you if the right of entry is granted. If you have any questions, please call Ar. Steve ducknam or Mr. Ed McDonald of this office at 673 -2110, extension 272. Very truly yours, Josepn T. Devlin Public Jorks Director AIM /ug Encl. TEMPORARY RIGHT Of ENTRY I. the undersigned, being the owner of the property known as Lot 7 and the southwesterly one -half of Lot 9, Block 431, Corona del Mar Tract, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto my property for the purpose of filling the existing low areas as shown on the attached drawing. This right of entry permit shall terminate upon completion of Vie filling work. Pate Harriel S. Gould Owner, Lot 7, southwesterly one -half Lot 9, Slock. 431, Corona del Mar Tract, Newport Beach 0 0 August 4, 1970 Mr, and Mrs. Carl 8uschena 825 KenWay Street Anaheiie, California 92805 Dear sir. and Mrs. Suschena: The city is preparing a project to construct a new storm drain in First Avenue and the alley adjoining your property. To comply with the design requirements for the new storm drain, the existing alley grade must be raised approximately one foot in the low area. In order to meet the new grade and to avoid ponding of water, the city desires to fill the surrounding low areas with select excavation. The limits of fill are shown on the attached sketch and will be approximately one foot to one and one - half felt deep at the alley, reducing to lero feet in the rear. To permit the city's contractor to enter upon your property and accomplish the work, it is requested that you execute and return the enclosed temporary entry permit. All work, including restoration of existing improvements, will be done without cost to you if the right of entry is granted, If you have any questions, please call Mr. Steve ducknam or Mr. =d McDonald of this office at 673 -2110, extension 272. Very truly yours, Joseph T. Devlin Public Works Director AIM /bg Encl. i TEMPORARY RIGMT OF ENTRY We, the undersigned, being the owners of the property known as Lot 12, Block 431, Corona del Mar Tract, do hereby grant the City of Newport !;each and its contractors a temporary $ermit for right of entry onto our property for the purpose of filling the existing low areas as shown on ttie attached drawing. This right of entry permit shall terminate upon completion of the filling work.. ate Date Carl uscnena Theresa Buschena Owners of Lot 12, Block 431 Corona del Mar Tract, Newport Beach a::i 0 Mr, and Mrs. Marvin M. Rohrs 17431 East La Veta Orange, California 92667 Dear Mr. and Mrs. Rohrs: July 14, 1970 The City is preparing a project to construct a new storm drain in First and Dahlia Avenues. This drain will intercept the flow in the existing private drain traversing your property and, upon completion, will enable the existing drain to be abandoned. In connection with the project, the City would like to fill the existing drain pipe and adjacent soil voids with sand or grout. In order to permit the City's contractor to enter upon your property to accomplish this work, it is requested that you execute and return the enclosed temporary entry permit. The work will be done without cost to you if the right of entry is granted. If you have any questions, please call Kenneth Perry or Steve Bucknam of this office at 673 -2110, Ext. 272. Very truly yours, Joseph T. Devlin Public Works Director JTD /ldg Enc. TEMPORARY RIGHT Of ENTRY We the undersigned, being the owners of property known as Lot 4 and Lot 6, Block 431, Corona del Mar Tract, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto our property for the purpose of filling the existing private storm drain traversing our property and the adjacent soil voids. This right of entry permit shall terminate upon completion of the filling work. We hereby agree to indemnify and save harmless the City, and its officers and employees, from all damage and liability arising from any errors, omissions, or negligence which may resalt in connection with the work and services herein provided. ate (Date) Marvin M. Rohrs fTF1T:T�7:�i��rr• r Owners, Lot 4 and Lot 6, Block 431, Corona del Mar Tract, Newport Beach �l AT Title Insurance and Trust BOO NORTH MAIN STREET P. O. BOX BB SANTA ANA. CALIF gii k9 E -If o� °; "D CITY OF NEWPORT BEACH 3300 NEWPORT BLVD. CITY HALL 1 NEWPORT BEACH+ CALIFORNIA ATTN( MR. I. MILLER ti RE = ENG. DEPT. (714) 547 -3333 IN RESPONSE TO THE ABOVE REFERENCED APPLICATION FOR A POLICY OF TITLE INSURANCE% TITLE INSURANCE AND TRUST COMPANY HEREBY REPORTS THAT IT IS PREPARED TO ISSUE% OR CAUSE TO BE ISSUED% AS OF THE DATE HEREOF% A CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE FORM POLICY OF TITLE INSURANCE DESCRIBING THE LAND AND THE ESTATE OR INTEREST THEREIN HEREINAFTER SET FORTH% INSURING AGAINST LOSS WHICH MAY BE SUSTAINED BY REASON OF ANY DEFECT% LIEN OR ENCUMBRANCE NOT SHOWN OR REFERRED TO AS AN EXCEPTION BELOW OR NOT EXCLUDED FROM COVERAGE PURSUANT TO THE PRINTED SCHEDULES% CONDITIONS AND STIPULATIONS OF SAID POLICY FORM. THIS REPORT% AND ANY SUPPLEMENTS OR AMENDMENTS THERETO% I5 ISSUED SOLELY FOR THE PURPOSE OF FACILITATING.THE ISSUANCE OF A POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT I5 DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE% A BINDER OR COMMITMENT SHOULD BE REQUESTED. DATED AS OF 7130 A.M. ON APRIL 8% 1970 BURT TAUBMAN% TITLE OFFICER THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS( A FEE. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN( MARVIN M. ROHRS AND ELIZABETH AS JOINT TENANTS% AS TO LOT 4 A SINGLE MAN% AS TO LOT 2. HEIL ROHRS% HUSBAND AND WIFE% AND 6 AND KENNETH F. NOTTLE% AT THE DATE HEREOF EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS CONTAINED IN SAID POLICY FORM 487209 PAGE 1 WOULD BE AS FOLLOWS, 1. GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1970 -1971, A LIEN NOT YET PAYABLE. 24 SECOND INSTALLMENT GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1969 -1970, COVERING LOTS 4 AND 6. AMOUNT $621.46. 3. SECOND INSTALLMENT GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1969 -1970, COVERING LOT 2. AMOUNT $395.14. 4. COVENANTS, CONDITIONS AND RESTRICTIONS, BUT DELETING RESTRICTIONS, IF ANY, BASED ON RACE, COLOR.* RELIGION OR NATIONAL ORIGIN, IN AN INSTRUMENT RECORDED IN BOOK 468 PAGE 325, DEEDS. THE COVENANTS, CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. 5. AN EASEMENT 6 FEET IN WIDTH LYING 3 FEET ON EACH SIDE OF AND ADJACENT TO THE FOLLOWING DESCRIBED CENTER LINE, BEGINNING AT A POINT IN THE SOUTHWESTERLY LINE OF LOT 2 IN BLOCK 431 AS SHOWN ON A MAP OF CORONA DEL MAR, RECORDED IN BOOK 3 PAGES 41 AND 42 OF MISCELLANEOUS MAPS, RECORDS OF SAID ORANGE COUNTY, WHICH POINT IS 48.42 FEET NORTHWESTERLY FROM THE MOST SOUTHERLY CORNER OF SAID LOT 2; THENCE RUNNING NORTH 720 531 30" EAST 35.73 FEET TO A POINT IN THE NORTHEASTERLY LINE OF SAID LOT 2, WHICH POINT IS 29.02 FEET FROM THE MOST EASTERLY CORNER OF SAID LOT 2, FOR SEWER LINE AND INCIDENTAL PURPOSES, AS GRANTED TO CITY OF NEWPORT BEACH BY DEED RECORDED JUNE 89 1945 IN BOOK 1304 PAGE 475, OFFICIAL RECORDS. 69 A RELEASE AND AGREEMENT DATED OCTOBER 199 1954, EXECUTED BY JOSEPH ROSSI AND ADELINE ROSSI, HUSBAND AND.WIFE, AS OWNERS OF THE LAND HEREIN DESCRIBED, WHEREIN SAID OWNERS RELEASE THE OCTOBER 26, 1954, Its BOOK 7853 PAGE 3359 OFFICIAL RECORDS, 487209 PAGE 2 L50 RECORDED 7. A DEED OF TRUST TO SECURE AND ANY OTHER AMOUNTS PAYABLE OCTOBER 19# 1965 IN BOOK 7708 LOT 2. ft AN INDEBTEDNESS OF $45 #600.00 UNDER THE TERMS THEREOF• RECORDED PAGE 66# OFFICIAL RECORDS# COVERING DATED OCTOBER 14# 1965• TRUSTOR KENNETH F. NOTTLE9 A SINGLE MAN, TRUSTEE 3 ORANGE RECONVEYANCE COMPANY# A CORPORATION. BENEFICIARY3 SANTA ANA SAVINGS AND LOAN ASSOCIATION# A CORPORATION. DESCRIPTION LOTS 2# 4 AND 6 IN BLOCK 431 OF THE CORONA DEL MAR# IN THE CITY OF NEWPORT BEACH# COUNTY OF ORANGE# STATE OF CALIFORNIA# AS PER MAP RECORDED IN BOOK 3 PAGES 41 AND 43PMISCELLANEOUS MAPS# IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PAGE 3 TO 2�WI& C ORONA DEL MAR BLK. 43/ 00 h F /RST (53 RD PLACE ) ST h TIThis is not a survey of the /and but is compi /ed for information by the Title Insurance and Trust Company from data shown by the official records. RESOLUTION N0. 1 WHEREAS, there has this day boon presented to the City 2 Council of the City of 1,owport Beach, a certain Grant Deed dated 3 April 30th, 1945, from Isabel E. Childs, a :Harried woman, wherein 4 said Isabel E. Childs grants to the City of Newport Beach a right 5 of way or casement for the purpose of the erection, laying and 6 construction of a pipe line or pipe lines to convey sewage, 7 together with manholes and appurtenances, with the right of going 8 in, under and over the promises hereinafter described for the 9 purpose of repairinZ, maintenance, and replacement of said pipe 10 linos, manholos and appurtonancos, in ovor and under that certain 11 real property described r,s follows, to -grit: 12 A parcel of land six (6) foot in width lying, t1rreo (3) foot on eael: side of and adjacent to 13 tae follor.in.� described center line: 14 Bezir.r_ at a point on the Southwostorly line 0. Lot 2, Biocic X31 as sh0:rr: upon t' o :aap of lb ore, a iiol ...ar, r:;corded in Book 3, Pa,,,os 41 and 42 of ::iisccllar:acws :.ap : ecords of OranL,o County, 16 California, ..hich point 1s 43.42 foot '„orthti:estarly fro:; the most :,outhorly cornar of said Lot 2; thence 17 running Lorth 72° 531 30" 1:a3t 35.73 foot to a point ii'. the Ilorthoasterly lire of said Lot 2, which point 18 is 29.02 foot fro... the :cost Lastorly corner of said Lot 2. 19 Councilman � made a 20 motion, duly seconded by Councilman e and e.r 21 carried, that said Grant Deed be accepted by said City of 1.orrport 22 Beach, and the Clerk instructed to record the sa:,1e forthwit:i with 23 the County I:ocorder of OranSo County, California. 24 j That said motion tras carried by the followir. ,y ota, to .tit: 25 ATES, COUI -ML9I 26 27 COUi;CIL:: / 'p ti'i 8$ k3*0 JpQrfl,��l�� 1 RESOLUTION NO. •2 A RESOLUTION AUTHORIZING EXECUTION OF AGREEMENT BETWEEN CITY OF NEWPORT BEACH AND JOSEPH ROSSI 3 AND ADELINE ROSSI, HUSBAND AND WIFE, WITH.RESPECT TO CLAIMS FOR DAMAGES TO PROPERTY OWNED BY JOSEPH 4 AND ADELINE ROSSI AT 1406.FIRST AVE.,CORONA DEL MAR 5 On motion of Councilman ��,� y' duly 6 seconded and carried, the following ResolutjC9 was adopted: 7 Resolved, that the City of Newport Beach be and it is 8 hereby authorized to enter into an agreement with Joseph Rossi 9 and Adeline Rossi, husband and wife, wherein said City relinquishes .10 its rights to an easement over Lots 2, 4 and 6 of Block 431, 11 Corona del Mar for sewer line purposes and said Joseph Rossi and 12 Madeline Rossi releases all of their claims for damages against 13 said City by reason of the construction and maintainence of a sewer '14 line across Lots 4 and 6 above mentioned, together with any claim 15 and claims for damages by reason of excavation of earth and -16 deposits on said Lots 2, 4 and 6 and a further release of any 17 claims or damages by reason of the change in grade of the alley' 18 Idjacent thereto. ,;t, 19 The above and foregoing Resolution NO. 7,,�l was duly •20 ind regularly passed and adopted by the City Council of the'City 21 f Newport Beach at a),treg�ular meeting thereof held on the 22 'ay of _ L� 4 1954 by the following vote,-"to wit: 23 AYES, COUNCILMEN , 24 rg.,� rr� -1✓ :25 , 26 NOES, COUNCILMEN �j F :27 it,t�` ABSENT COUNCILMEN: 2s ATTEST 29 -� 30 "Clty u e�rt��LZGr.':. ., 31 32 . -BOCK 1 2 3 4 5 6 ' 7 8' 9 10 11 12 13 14 15 16I 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 FACE 3'16 AGREEMENT THIS AGREEMENT made.and entered into this / T� day .. of October, 1954 by and between the City of Newport Beach, a . Municipal corporation, hereinafter called City and Joseph Rossi and Adeline Rossi, husband and wife, hereinafter called Rossi; WITNESSETH WHEREAS, Rossi is the owner of the real property located in the city of Newport Beach, County of Orange, State of California and described as follows: Lots 2, 4 and 6 of Block 431, Corona del Mar, said city of Newport Beach, and WHEREAS, City is the undisputed owner of an easement for the maintenance of a sewer line across Lot 2 and said City claims it has an easement for the maintenance of a sewer line over Lots 4 and 6, which said claim is disputed by Rosa and, WHEREAS, said City now maintains a sewer line which is located in an easterly and westerly direction across lots 2, 4 and and, WHEREAS, Rossi has demanded that the said sewer line cross said lots 2, 4 and 6 be removed and that the City compensate ossi for the damage and injury suffered.,by him as a result thereof w, WHEREAS, Rossi also claims damage from the City by reason the removal by the City from said lots of surface earth and the posit thereon of loose earth and by reason of the chan.-e'of ade of the alley adjacent thereto including damage to the property ,ned by him at located at.1406 First.Avenue; Corona del Mar and;. WHEREAS, it is the desire of the parties hereto to compose eir differences and by this Agreement to settle, adjust and deter - ne their respective rights and liabilities in the matter and in rsuance thereof, do hereby undertake and agree as follows: QouH2�53 P�ft �2'? 1. Rossi hereby covenants and agrees that the sewer 2 line, as the same now exists in its present condition, may remain 3 intact and in place under the surface of said Lots 2, 4 and 6 in 4 said Block 431, Corona del Mar. 5 2, City covenants and agrees that it will not, nor 6 will its successors, enter upon said Lots 2, 4 and 6, or any part 7 thereof, or cause any excavation or digging or drilling or tunnel - 8 ing in,.into, or upon any portion of said lots,. including the sur- g face or sub - surface thereof for the purpose of maintaining, repair- 10 ing, remodeling, removing, or re- locating said sewer line or for 11 any other purpose whatsoever, :it being expressly agd that�i., 12 said sewer line shall be or become plugged at any point within 13 the exterior_bo.uadaries.,of said Lots 2, 4.and:6, that the City 14 will-not... enter upon said lands for the purpose of making.any re- 15 erg-- ui.will. cause said sewer .line . to be _re- located on or in the 16 public alley and /or street adjoining said lots as the case may be. 17 3. In consideration of the mutual covenants and con - 18 ditions herein contained and the benefits to accrue herefrom, 19 City hereby waives, relinquishes and releases unto Rossi, their 20 heirs, successors and assigns, any and all right or rights the 21 City may have or claim to have in and to any easement for sewer 22 line purposes over, across, upon, in or within the exterior of 23 said Lots 2, 4 and 6, whether said claim arises from grant, con - 24 eyance, dedication, prescriptive right, prescriptive use, inverse 25 condemnation or otherwise. 26 4. In consideration of the mutual covenants and con - 27 itions,hereip contained and the benefits to be derived therefrom, 28 ossi hereby waives, relinquishes and releases to, CitZ any and all 29 laim or claims Rossi may have or claim to have against City by 30 eason of the construction and maintenance of the sewer line across 31 is 4 and 6 aforesaid, and any claim or claims for damage by 32 eason of the excavation or earth deposits heretofore made by �� -2- 1 reason of the excavations or earth deposits heretofore.mad<,__b y 2 City, its agents and employees, in and upon said Lots 2, 4 and 6, 3 nd Rossi does further waive any claim or claims he may have 4 against City arising out of or by reason of the paving of the 5 alley adjoining said Lots 2, 4 and 6 and running between said lots 6 and property owned by Rossi adjoining the Easterly line of said 7 alley known as 1406 First Avenue, Corona del Mar, including any 8 claim Rossi may have against City for changing the grade of said 9 Illey and causing the same to be established at a point below the 10 'urface of adjoining property owned by Rossi: 11 IN WITNESS WHEREOF, the said parties hereto have set 12 heir hands and considered this instrument•.to be executed the 13 lay and year first above written. STATE OF CALIFORNIA, County of ..............O G.E...._.................. }53. - - BooK2853 PA039 1 r�t1 / On this...SI.ic_.`......day of. ....... ._October .... ....... ... ... . ..., 19.5.4.-, before me, the undersigned, a Notary Public in and for said County and State, personally appeared .......174SEPH.._D.._...ROSSI and ADELINE ROSSI .............. ...... .............. ... _........ . • .............. known to me to be the person .9 ....................whose na�nes.:: "::::�::: ,8: .... subscribed to the c, . . .:'they- ....... - (SEAL) foregoing Instrument and acknowledged to meal, :...............�,.ezecu'ted the same. f', u i WITNESS my hand and official sea i i ' Notary Pu6Nc iri'aQd,for4fie -said County and State. Abstract and Mile luaumm aompa.1, Bata a ta A. Calif. lures 129 -6.9.47 -2600 - STATE OF C.AL FOENIA, County of Orange ON Tarts 20th day of October A.D.,18-�t, before rue, Is A A a the undersiened a Notary Public. In- and_ for said n '-�. x rrie t GAL uierx or the known to me, to be the persons whose name s are subscribed to the within Instrument, and acknowledged to me that --the Y executed the same. IN WITNESS WHEREOF, I have he�cunto set my hand and affixed my official seal the day and year in this certificgto'Arst above writtery.) - � VVY Ay Cwnnaraioo Layus Aug. l8, I96o ACKNOWLEDGMENT — GZARML — WOLCOTrs FORM 233 Notary Pulllia in andyor said County and State. 52864 DRAFT • • f July 2, 1970 DEAR PROPERTY OWNER: The City is preparing a project to construct a new storm drain in First and Dahlia Avenues. This drain will intercept the flow in the existing private drain traversing your property and,upon completion, will enable the existing drain to be abandoned. In connection wit* the project, the City would like to fill the existing drain pipe and adjacent soil voids with sand or grout. In order to permit the City's contractor to enter upon your property to accomplish this work, it is requested that you execute and return the enclosed temporary entry permit. The work will be done without cost to you if the right of entry is granted. Very truly yours, Joseph T. Devlin Public Works Director MW ..5... :', er .,.. ,. . :._._.:. .3n. 1, .z;,. .i:......p ... ._.. J'.,i•., v1....v.i.'.6R'k.xs.. ....ra:.,. .il.t�(�. kA.. 1,., .,.4. e-:, .: ,nee'= .- d.u.+ur.Mdatii, .'G .:,,,c x 9= 0 • 3 'TEMPORARY ENTRY PERMIT July 2, 1970 We the undersigned, being the owners of property known as (Lot 2) (Lot 4) (Lot 6), Block 431, Corona del Mar Tract, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto our property for the purpose of filling the existing private storm drain traversing our property and the adjacent soil voids. This right of entry permit shall terminate upon completion of the filling work. We hereby agree to hold the City harmless from any damagesphich may result in connection with the work. Mr.'' ....................... ... Mrs. .....:....... Owner, (Lot 2) (Lot 4) (Lot 6) Block 431, Corona del Mar Tract AT i TI Title Insurance and Trust BOO NORTH MAIN STREET • P. O. BOX 86 • SANTA ANA. CITY OF NEWPORT BEACH 3300 NEWPORT BLVD. CITY HALL NEWPORT BEACH+ CALIFORNIA ATTN: MR. I. MILLER RE i ENG. DEPT% J- 1 ter. y•, `^ Iy J (714) 547.3333 IN RESPONSE TO THE ABOVE REFERENCED APPLICATION FOR A POLICY OF TITLE INSURANCE* TITLE INSURANCE AND TRUST COMPANY HEREBY REPORTS THAT IT I5 PREPARED TO ISSUE* OR CAUSE TO BE ISSUED+ AS OF THE DATE HEREOF• A CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE FORM POLICY OF TITLE INSURANCE DESCRIBING.THE LAND AND THE ESTATE OR INTEREST THEREIN HEREINAFTER SET FORTH+ INSURING AGAINST LOSS 'WHICH MAY BE SUSTAINED BY REASON OF ANY DEFECT* LIEN OR ENCUMBRANCE NOT SHOWN OR REFERRED TO AS AN EXCEPTION BELOW OR NOT EXCLUDED FROM COVERAGE PURSUANT TO THE PRINTED SCHEDULES* CONDITIONS AND STIPULATIONS OF SAID POLICY FORM. THIS REPORT* AND ANY SUPPLEMENTS OR AMENDMENTS THERETO* IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OF TITLE INSURANCE AND NO LIABILITY I5 ASSUMED HEREBY. IF IT I5 DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE* A BINDER OR COMMITMENT SHOULD BE REQUESTED. DATED AS OF 730 A.M. ON APRIL 8* 1970 BURT TAUBMAN* TITLE OFFICER THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS( A FEE. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN( MARVIN M. ROHR5 AND ELIZABETH AS JOINT TENANTS* AS TO LOT 4 A SINGLE MAN. AS TO LOT 2. HEIL ROHRS* HUSBAND AND WIFE* AND 6 AND KENNETH F. NOTTLE* AT THE DATE HEREOF EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS CONTAINED IN SAID POLICY FORM 487209: PAGE 1 8 k Y A,. ¢ k ll =� � z�s si b a- .✓�xGSSt�^X°i WOULD BE AS FOLLOWS1 1. GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1970 -19715 A LIEN NOT YET PAYABLE, 2. SECOND INSTALLMENT GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1969 -19701 COVERING LOTS 4 AND 6. AMOUNT $621.46. 3. SECOND INSTALLMENT GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1969 -19705 COVERING LOT 2. AMOUNT $395.14. 4. COVENANTS+ CONDITIONS AND RESTRICTIONS+ BUT DELETING RESTRICTIONS IF ANY+ BASED ON RACES COLORS RELIGION OR NATIONAL ORIGINS IN AN INSTRUMENT RECORDED 'IN BOOK 468 PAGE 3255 DEEDS. THE COVENANTS+ CONDITIONS AND RESTRICTIONS :REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. 5. AN EASEMENT 6 FEET IN WIDTH LYING 3 FEET ON EACH SIDE OF AND ADJACENT TO THE FOLLOWING DESCRIBED CENTER LINES BEGINNING AT A POINT IN THE SOUTHWESTERLY LINE OF LOT 2 IN BLOCK 431 AS SHOWN ON A MAP OF CORONA DEL MARS RECORDED IN BOOK 3 PAGES 41 AND 42 OF MISCELLANEOUS MAPS• RECORDS OF SAID ORANGE COUNTY+ WHICH POINT IS 48.42 FEET NORTHWESTERLY FROM THE MOST SOUTHERLY CORNER OF SAID LOT 2; THENCE RUNNING NORTH 720 53, 301, EAST 35.73 FEET TO A POINT IN THE NORTHEASTERLY LINE OF SAID LOT 2S WHICH POINT IS 29,.02 FEET FROM THE MOST EASTERLY CORNER OF SAID LOT 2S FOR SEWER LINE AND INCIDENTAL PURPOSES+ AS GRANTED TO CITY OF NEWPORT BEACH BY DEED RECORDED JUNE 89 1945 IN ROOK 1304 PAGF 475. OFFICIAL RECORDS. 6. A RELEASE AND AGREEMENT DATED OCTOBER 19S 19545 EXECUTED BY JOSEPH ROSSI AND ADELINE ROSSIS HUSBAND AND WIFE+ AS OWNERS OF THE LAND HEREIN DESCRIBED+ WHEREIN SAID OWNERS RELEASE THE CITY OF NEWPORT BEACH, FROM ALL DAMAGES IN CONNECTION WITH THE PAVING AND CHANGE OF T_HE ALLEY ADJOINING, AND BY REASON OF THE CONSTRUCTION OF A SEAR LINE ACROSS SAID LANDS AND ALSO IN ITS PRESENT CONDITIONP MAY REMAIN INTACT AND IN PLACE; RECORDED OCTOBER 26S 19545 IN BOOK 2853 PAGF 9359 OFFICIAL RECORDS. 487209] PAGE 2 V!Y 7. A DEED OF TRUST TO SECURE AN INDEBTEDNESS OF $45.600.00 AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF9 RECORDED OCTOBER 19, 1965 IN BOOK 7708 PAGE 669 OFFICIAL RECORDS+ COVERING LOT 2. DATED a OCTOBER 14. 1965. TRUSTOR S KENNETH F. NOTTLEP A SINGLE MAN. TRUSTEE ORANGE RECONVEYANCE COMPANY. A CORPORATION. BENEFICIARY t SANTA ANA SAVINGS AND LOAN ASSOCIATION. A CORPORATION. DESCRIPTION LOTS 2r 4 AND 6 IN BLOCK 431 OF THE CORONA DEL MART IN THE CITY OF NEWPORT BEACH* COUNTY OF ORANGE+ STATE OF CALIFORNIAt AS PER MAP RECORDED IN BOOK 3 PAGES 41 AND 43PMISCELLANEOUS MAPSr IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 487.209 PAGE 3 J;F TO 2W %AC I CORONA DEL MAR SLK. 431 -4 (J rH PLACE) ECOND Ic , 10 f Nt 2 q /r Ii lm. age P, 0 MRST (57 RD PLACE ST TIThis is not a survey of the land but is compiled for information by the Title Insurance and Trust Company from data shown by the o fficial records. 0 I I 22 20 7,9 j,/?� .. ..... . .. ...... 20. 17 Is zz 7 ti Ic , 10 f Nt 2 q /r Ii lm. age P, 0 MRST (57 RD PLACE ST TIThis is not a survey of the land but is compiled for information by the Title Insurance and Trust Company from data shown by the o fficial records. 0 I I 17j RESOLUTION NO.3�$�_ �.. 1 41JIMMAS, there has this day boon presented to the City 2 Council of the City of Newport Beach, a certain Grant Deed dated. 3 April 30th, 1945, from Isabel E. Childs, a married woman, wherein 4 said Isabel E. Childs grants to the City of Newport Beach a right 5 of way or casement for the purpose of the erection, laying and 6 construction of a pipe line or pipe lines to convey sewage, 7, together with manholes and•appurtonancos, with the right of going 8 in, under and over the promises hereinafter described for the 9 purpose of repairing, maintenance, and replacement of said pipe 10 linos, manholes and appurtenances, in over and under that certain 11 real property described as follows, to -wit: 12 A parcel of land six (6) foot in width lying three (3) feet on each side of and adjacent to 13 the following described center line: 14 Beginr:inZ at a point on the Southwesterly lino of Lot 2, Block 431 as shown upon the map of 15 Corona Dol ;.ar, recorded in Book 3, Pa-cs 41 and 42 of Miscellaneous ,'.tap Records of Oran;,o County, 16 California, which point is 4£3.42 foot Northwesterly from the most Southerly corner of said Lot 2; thence 17 running North 720 531 30" East 35.73 foot to a point ii: the northeasterly line of said Lot 2, which point 18 is 29.02 foot fro:-. tho most Easterly corner of said Lot 2. 19 171MRCUPOI., Councilman 01\_ � made a 20 21 motion, duly seconded by Councilman ae and 22 carried, that said Grant Deed be accepted by said City of I:owport 23 Beach, and the Clerk instructed to record the same forthwith with the County Recorder of Orange County, California. 24 That said motion was carried by the followin- ots, to -exit: 25 \\ A S, COU"XILfr'. '• (� 4Sei1, a�� C u 26 `` 1 r- `Oc li �r_\ r:� 27 . NOiii COT i; CILMEN; 28 , - ABSENT, COUNCILMEN:I 29 _ - J•2..zas3 = 335 818410 r JOeD �C 1 RESOLUTION NO, !4_11ZI 2 A RESOLUTION AUTHORIZING EXECUTION OF AGREEMENT BET19EEN CITY OF NEWPORT BEACH AND JOSEPH ROSSI 3 AND ADELINE ROSSI, HUSBAND AND WIFE, WITH.RESPECT TO CLAIMS FOR DAMAGES TO PROPERTY OWNED BY JOSEPH 4 " AND ADELINE ROSSI AT 11*6. FIRST AVE.,CORONA DEL MAR 5 On.motion of Councilman �� , duly 6 seconded and carried, the following Re3olutiC9 was adopted: 7 Resolved, that the City of. Newport Beach be and it is .8 hereby authorized to enter into an agreement with Joseph Rossi 9 and Adeline Rossi, husband and wife, wherein said City relinquishes- '10 its rights to an easement over Lots 2, 4-and 6 of Block 431, R 1111Corona del Mar for sewer line purposes and said Joseph Rossi and 12 Madeline Ross releases all of their claims for damages against 13 said City by reason of the construction and maintainence of a sewer 14 line across Lots 4 and 6 above mentioned, together with any claim 15 and claims for damages by reason'of excavation of earth and- '16 deposits on said Lots 2, 4 and 6 and a further release of any lry claims or damages by reason of the change in grade of the alley' -18 djacent thereto. nd 19 20 21 22 '23 :24 25 26 '27 28 29 30 31 32 The above and foregoing Resolution No•. ,54 ?. was duly nd regularly passed and adopted by the City Council of the�City f Newport Beach at ask eguullar meeting thereof held on the ay of �12�ollt�i% , 1954 by the following vote, -�o wit: . j' ' AYES, COUNCILMEN dd,,a, r , NOES, COUNCILMEN_�o-, ,� F ABSENT COUNCILMEN: 77s_ ATTEST: 1..- �O- V• vic�C�C Tiayor City jerk 'Boer 2 ill zl 3 4 PAGE 3'Ml AGREEMENT THIS AGREEMENT made.and entered into this / TT day..• of October, 1954 by and-between the City of Newport.Beach, a Municipal corporation, hereinafter called City and Joseph Rossi and Adeline Rossi, husband and wife, hereinafter called Rossi; WITNESSETH WHEREAS, Rossi is the owner:of the real property located'. in the city of Newport Beach, County of.Orange, State of California and described as follows: Lots 2, 4 and 6 of Block 431,"Corona'del Mar, said city of Newport Beach, and WHEREAS, City is�'the undisputed owner.of an easement for'" the maintenance of a sewer line across Lot 2 and said City claims w. it has an easement for the maintenance of a sewer line over Lots 4 and 6, which said claim is disputed by.Rosd and, WHEREAS, said.City, now maintains a sewer line which is located in an "easterly and westerly direction across lots 2, 4 and . 6 and, WHEREAS,"Rossl has demanded .that the said sewer line cross said lots 2, 4 and .,6 be,removed and that the City compensate ossi for the damage and injury suffered- by. ,'him,as a - result "thereof - nd, WHEREAS, Rossi also claims damage fiom the Cit ,b Y reason- )f the removal by "the City from said lots of surface earth and the eposit thereon of loose earth and by` reason of the change`of of the alley adjacent thereto including damage to the property by him at located at 1406 First'.Avenue; Corona del Mar and,.' WHEREAS, it is the desire of the parties hereto to compose eir differences and by this Agreement to settle, adjust and deter - ne their respective rights and liabilities in the matter and in nuance thereof, do hereby undertake and agree as follows: '1- BDOkt; S Pv ,117 1 1. Rossi hereby covenants'and'agrees that the sewer 2 line, as the same now exists in�its present condition, may remain 3 intact and in place under the surface of said Lots 2,'4 and 6 in q, said Block 431, Corona del Mar. 5 2, City covenants and agrees that it will not, nor 6 will its successors, enter upon said Lots 2, 4 and 6, or any part 7 thereof, or cause any excavation or digging or drilling or tunnel - .8 ing in,.into, or upon any portion of said lots;',ineluding the sur- face or sub - surface thereof for the purpose of maintaining, repair 10 ing, remodeling, removing, or re- locating said sewer line or for 11 any other purpose whatsoever, 'it beinG eexpressl a If s_ aid sewer l_ i_ n e . shall be or. become. lu ged a�an Y12 .. p.o.i_n_t 13 the exterior trQundartes,,.of_ said Lots 2,4`, and '6; that the City 14 will not enter,upon,.said lands for,the.purpose _ of making,_4py e= 15 pairs but tLtll cause said sewer l ae aq be re -located eor in the — - _ lfi public alley and/or street:adjoining_ said lots as the case may be. 17 3• In consideration of the mutual covenants and con - 18 ditions herein.contained and the benefits to accrue herefrom, 19 City:hereby waives, relinquishes and releases unto Rossi, their 20 heirs, successors_ and assigns, any and all right or rights the 21 City may have or claim to have in and to any easement for sewer 22 line purposes over, across, upon, in or.*ithin the exterior of . 23 said Lots 2,. 4 and 6, whether said claim arises from grant, con- e 24 veyance, dedication, prescriptive right, prescriptive use, inverse.. !. . 25 ondemnation or otherwise. 26 4. In consideration of the mutual covenants.and con- I 27 28 29 30 31 32 tions.herein contained and the benefits to be derived therefrom,, ossi hereby waives, relinauishes and releases to City angr an_ d all laim or claims Rossi may have or claim to have against City by eason of.the construction and maintenance of the sewer line across ots 4 and 6 aforesaid, and any claim or claims for damage by eason;of the excavation or earth deposits heretofore made by i BDOkt; S Pv ,117 1 1. Rossi hereby covenants'and'agrees that the sewer 2 line, as the same now exists in�its present condition, may remain 3 intact and in place under the surface of said Lots 2,'4 and 6 in q, said Block 431, Corona del Mar. 5 2, City covenants and agrees that it will not, nor 6 will its successors, enter upon said Lots 2, 4 and 6, or any part 7 thereof, or cause any excavation or digging or drilling or tunnel - .8 ing in,.into, or upon any portion of said lots;',ineluding the sur- face or sub - surface thereof for the purpose of maintaining, repair 10 ing, remodeling, removing, or re- locating said sewer line or for 11 any other purpose whatsoever, 'it beinG eexpressl a If s_ aid sewer l_ i_ n e . shall be or. become. lu ged a�an Y12 .. p.o.i_n_t 13 the exterior trQundartes,,.of_ said Lots 2,4`, and '6; that the City 14 will not enter,upon,.said lands for,the.purpose _ of making,_4py e= 15 pairs but tLtll cause said sewer l ae aq be re -located eor in the — - _ lfi public alley and/or street:adjoining_ said lots as the case may be. 17 3• In consideration of the mutual covenants and con - 18 ditions herein.contained and the benefits to accrue herefrom, 19 City:hereby waives, relinquishes and releases unto Rossi, their 20 heirs, successors_ and assigns, any and all right or rights the 21 City may have or claim to have in and to any easement for sewer 22 line purposes over, across, upon, in or.*ithin the exterior of . 23 said Lots 2,. 4 and 6, whether said claim arises from grant, con- e 24 veyance, dedication, prescriptive right, prescriptive use, inverse.. !. . 25 ondemnation or otherwise. 26 4. In consideration of the mutual covenants.and con- I 27 28 29 30 31 32 tions.herein contained and the benefits to be derived therefrom,, ossi hereby waives, relinauishes and releases to City angr an_ d all laim or claims Rossi may have or claim to have against City by eason of.the construction and maintenance of the sewer line across ots 4 and 6 aforesaid, and any claim or claims for damage by eason;of the excavation or earth deposits heretofore made by 351t 0_.. i teason of "the excavations or earth deposits.heretofore .made ,bZ( :1ty, its agents and employees; ".in :and upon said Lots 2, 4 and 6, .nd Rossi does further waive any claim or claims he may have .gainst City arising out of or by.reason of the paving of the alley adjoining:said Lots 2,. 4,-and 6 and running between said lots .nd property owned by Rossi adjoining the Easterly line of said .11ey known as 1406 First Avenue, _Corona del Mar, including any. laim Rossi may 'have against City for,:changing the grade of said lley and causing the same to `be "established at a point below the'" urface of adjoining..property owned.by. .Rossi: IN. WITNESS WHEREOF, the said parties hereto have set ""'•: ;." heir hands and.considered this instrument.to"' "be.exocuted' the ay and year first above written. . STATE OF CALIFORNIA, County af_._. _..OR G.....__._ :..._...._ } +a. ..... .... aooH2853 PAcF339 On this ... Q,2L. ..._.`..-...day _ ... .......... 11954 before me, the undersigned, a Notary Public in and for said County and State, personally appeared ...... JAN PH ... P..,,,,ROSSI „_and ADELINE ROSS I _ -- ..................... ............................... .. (SEAL) known to me to be the person.3 ............... _ ... whose foregoing instrument and acknowledged to me' t) WITNESS my hand and official sea .... :...... • U bseribed to the t the same. Notary Public K(ie said County and State. Atotrwt and 7711. laannace Oumpany, Santa AM, Calif. ,,. „ , r,da 120­64-47-2500 STATE OF CALIPORNIA, County of Orange ON Tens 20th day of October A.D., 19-2 , b%re me, . the undersigned �� !t a Notary Put in and for said County and State, personally appeared Dora 0. Hill Mayor of the City of Newport Beach �' _ n l C. K Pr ie t, Cites Clerk of the —,known to me, .. - i�apor ]3 c�i to be the persons whose name _L_ are subscribed to the within Instrument, and acknowledged to me that —their _ executed the same. L � IN WITNESS WFIEREOF, I have hepunto set my hand and affixed my official seal L y the day and year in this cerifrc t�'first above written• l� _ +' cd V � t1� Cur�mr;von txpiis Aug. 23, 1956 Notary Pulltta fn amyor said County and State. ACKVNOWLEDGMENT' — GIN[ML — WOLCOTTa FORK 233 nano. 0 6 CITY OF NEWPORT BEACH Office of CITY ATTORNEY To: Public Works July 10, 1970 Attention: E. L. McDonald From: City Attorney Subject: Dahlia and First Avenue Storm Drain Pursuant to your request, attached hereto please find the original and one copy of the temporary Right of Entry, together with the original and one copy of the cover letter. The Right of Entry and cover letter have been approved as to form and content by this office. TULLY H. SEYMOUR City Attorney By-: Dennis O'Neil l '" ' Assistant City Attorney DO'N:adw Enclosures r July 13, 1970 Dear Property Owner: The City is preparing a project to construct a new storm drain in First and Dahlia Avenues. This drain will intercept the flow in the existing private drain traversing your property and, upon completion, will enable the existing drain to be abandoned. In connection with the project, the City would like to till the existing drain pipe and adjacent soil voids with sand or grout. In order to permit the City's contractor to enter upon your property to accomplish this work, it is requested that you execute and return the er l.osed temporary entry permit. The work will be done without cost to you if the right of entry is granted. Very truly yours, Joseph T. Devlin Public Works Director. Tk W—ORAU,jLGW OF Wei the underes -W* 44 beinX tht OVA*ra of pvo"rt knoft Etta (Lot 2) (Lot 4) (Lot B), r $ieaak 43�., eoro�t �ia�. 6 TO: CITY ATTORNEY (ATTENTION: DENNIS O'NEIL) FROM, Public Works Department q July 7, 1970 SUBJECT: RIGHT OF ENTRY, 2500 FIRST AVENUE, 422 and 424 CARNATION REFERENCE: DAHLIA AND FIRST AVENUES STORM DRAIti Attached are draft copies of the proposed cover letter, and the temporary entry permit regarding the existing storm drain traversing private property, Lots 29 4. and 6 of Block 431, Corona del Mar. Upon review and revision to the correct form and procedure, please return to this office for transmittal to the affected property owners. Also attached for your information are copies of a title search, etc., regarding the subject properties. E, L. McDonald Design Engineer ELM /bg Att. July 14, 1970 Mr. Kenneth F. Nottle 2500 First Avenue Corona del Mar, California 92625 Dear Mr. Nottle: The City is preparing a project to construct a new storm drain in First and Dahlia Avenues. This drain will intercept the flow in the existing private drain traversing your property and, upon com- pletion, will enable the existing drain to be abandoned. In connection with the project, the City would like to fill the existing drain pipe and adjacent soil voids with sand or grout. In order to permit the City's contractor to enter upon your property to accomplish this work, it is requested that you execute and return the enclosed temporary entry permit. The work will be done without cost to you if the right of entry is granted. If you have any questions, please call Kenneth Perry or Steve Bucknam of this office at 673 -2110, Ext. 272. Very truly yours, Joseph T. Devlin Public Works Director ELMJIdg Enc. TEMPORARY RIGHT OF ENTRY I the undersigned, being the owimr of property known as -j„ot Y, Block 431, Corona del Mar Tract, do hereby grant the City of lewport Beach and its contractors a temporary permit for right of entry onto rW property for the purpose of filling the existing private storm drain traversing my property and the adjacent soil voids. This right of entry permit shall terminate upon completion of the filling work. I hereby agree to indemnify and save harmless the City, and its officers and employees, from all damage and liability arising from any errors, omissions, or negligence which may result in connection with the work and services herein provided. ate �Canneth F. Notfle Owner, Lot 2, Block 431, Corona del Mar Tract, 13:w,port Beach -jam 7= -I--' ( - o -t i - U <Zf G9.�,f/4Tl�N� 422F IA4e-1v411r1v C.O, til 926 2,s 4D YS 1452 ,4,e1V4 i /ON) (�Tiz� G I G J. �i�scE.vA�E�'2E5�4� X25 AlE/(/ '� Y,:577, Q.u4A E14�I� v 4'L, �12CFc,5 (42 7 Z-)III/L /,4 .4 Vz= ) ;'AZ-, �Z661 f �5!- o71 -o4� .( /- 67/ -03) (21-017-7,1 / 407 9) 01 -071- /4/ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD TO: Stag Division of Safety 1619 W. 17th Street Santa Ana, California ATTENTION: Mr. Jerry Habeck SUBJECT: Store Drain and Mtscallansous laprovesents (Feraleaf Stores Drains Phase 11) C -1287 We are transmitting the following: No. Copies Description 1 print each c Date July 31. 1970 Title Sheet and Lop of Test Borings Remarks: We are missing the above for your infornation. bids will be received Sepltembor. Welwill anticipated vite you to our pro -co consImtIon conf• bri ce. Copies to: By: Project anginear CITY OF NEWPORT BEACH - PUBLIC WORKS DEPIfRTMENT c��+ �{AM•/J MEMO TO: Renarai Strvicat napa_rt®ant. Date .z„ty 3[1_ tczo. FROM: Dalian sectAtin SUBJECT: (Fernleaf Stone Drain, Phase 11)'C-1287 Copies To: Fd 9 PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS c.— l2� • Nr .YJW .S CITY OF NEWPORT BEACH - PUBLIC 'WORKS DEPARTMENT MEMO TO: utili4w DIV4519" Date Jell 31, 1970 FROM: Das4n Suntan SUBJECT: 5tom Drain, Phase II)'C -1287 ___ _ � � � � r�'�.�, ���p.. ..y����� n•Ilt �R�t 1'1'1, <r.�.'l� ��i.l ■'1 N11l� Copies To: cd PUT IT IN WRITING . . . . WRITTEN MESSAGES SAYE TIME AND AVOID ERRORS C- CITY OOEWPORT BEACH - PUBLIC WORKS DATMENT Fire Department MEMO Traffic Divisions TO: POLICE DEPARINDIT Date July 30- 1970 FROM: Design Sectien SUBJECT: STORK DRAIN Amp NISCELLANEO(L4 impanye m (Faraleaf Storm Drain, Phase II). C-1287 Copies To: Bids an Swat t Rmjact will he rariirad August 18-_1970_ It is "ticipatod that construction will begin by aid September Ed Igne PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS I CITY OF�EWPORT BEACH - PUBLIC WORKS DAMENT c` i MEMO TO: Field Fooln"r Date July 1970 FROM: Design Section SUBJECT: Storm fernleaf Storm Drain, Phase II) C -1287 Bids on subject project will be recaired August 18, 1970 at 10;00 AM �7 0` IV, Copies To: Ed MEOonal !i Protect Engineer �t gn�ice — PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD CATV P.O.Box 2325 Newport Beach, CA 92660 Attn: Mr. Bill Enos i G 12 (8 Date July 3D. 1970 TO: Pacific Telephone So. Calif Edison Co. 1693 W. Crescent Avenue 8120 Garfield Anaheim, CA 92801 Huntington Beach, CA 92648 AttN;' Engineer on Attn: Mr. Kallister ATTENTION: duty. Storm Drain and Miscellaneous Improvements SUBJECT: (fernbaf Storm Drain, Phase II) C -1287 We are transmitting the following: No. Copies Description Remarks: 1 Set So. Calif. Gas P.O. Box 1319 Santa Ana, CA 92803 Attn: Mr. Stickney Contract Improvement Plans and applicable portion of the Special Provisions Bids on the subject project will be received on August.189 1970. It is not known at this time it the contrac§ will be for Alternate "A" or Alternate. "B". Please investigate and relocate facilities into. interfering with the construction. It is anticipated that construction will begin by mid September Copies to: CATV By:d.9 So. Calif Edison Co. Ed McDonald. So. Calit: bas Co. Project Engineer ..:.: ':. �. ; I•. ..,.:. _..,...,..... +- ...:.ate ... -- � >_.�.u�.� ..z...`.s - �a ...a.;��:. ...._. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD C - l-z$-T \ Co u-' i�P H•N Date duly ms life_ TO: Post Office Newport Mesa Unified Schoo$lDist. 406 Orchid 2000 Cliff Corona del 14ar, CA 92685 Npt Beach, 92660 ATTENTION: postmaster SUBJECT: Storm Drain and Miscellaneous tapravaaemts (Feralsaf Storm Drain, Phu@ II) C -1287 We are transmitting the following: No. Copies Description Remarks: 2 prints Title Sheet Indicating subject project location Bids for the subject prajo t will be received August 18, 1970. It is anticipated that construction will begin in aid September.. The nature of the construction will require the closure of First Avenue to vehicles. Copies to: School District By � Jl�ell_� N €d POSPORald protect Engineer �t • . e -1287 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD TO: Corona del Mar Chamber of Commerce 2659 E. Coast Hwy ATTENTION: Corona del Mar. CA 92626 SUBJECT: Mr. Carl Kegley. President Storm Drain and Miscellaneous Improvements We are transW"J*fth%&q" fb AVgc Phase II) C -12P No. Copies Description Remarks: 2 Date July 31, 1970 Title Sheet indicating subject project location Bids for the subject project will be received August 18, 1970. It is anticipated that construction will begin in mid September. Copies to: By: IddNCDM ld rojoct Nineer T0: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD Newport Harbor Ensign 2721 E. Coast Hwy ( Carona del Mar, CA 92625 �TtENTION: A SUBJiCT Date � Daily Pilot 330 W. Bray Costs Mesa, Ca 92627 Storm Drain and Miscellaneous I rovements (Fernleaf Storm Drain, Phase III C -1287 e are transmitting the following: A. /No: Copies Description 1 'IP A, U — Title Sheet indicating subject project location Remarks: Bids for the subject project will be received August 18, 1970. It is anticipated that construction will begin in mid September. CITY PEWPORT BEACH - PUBLIC WORKS DEPARTMENT 10/70 PROGRESS PAYMENT REQUEST NO. Final Ret n4 tios FOR PERIOD ENDING^ -40 PROJECT Fernleaf Storm Drain BUDGET NO. See CONTRACT NO. 1 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 02- 3497 -225: $3,438.13 02- 5597 -230: $3,400.00 02- 3370 -232: $441.35 Original Contract Extras to Date Contract to Date Amount Earned Less 10% Retention Less Previous Payments Amount Due this Request 146,03 .95 138,7 4.47 7,2 .48 / Send bavment to: * 6ek Corporation 16642 Construction Way West Santa Ana, Calfornia 92705 I hereby certify that the above amounts and values are correct. SIGNED �� SIGNED Field Eng-ilheer Contractor BY `i PROPOSAL f 1 FOR THE LANDSCAPE RESTORATION OF BEGONIA PARK To the Purchasing Agent City of Newport Beach 3300 Newport Boulevard Newport Beach, California The undersigned declares that he has carefully examined the location of the work, that he has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all work required to complete the project in accordance with the Plans and Special Provisions, and that he will take in full payment therefor the following lump sum price for the completed item of work, to wit: ITEM ITEM DESCRIPTION TOTAL PRICE WRITTEN IN WORDS PRICE 1. Lung Sun Remove existing plant material, finish grade, prepare soil and plant approximately 50,000 sq. ft. of ,lawn. V ........ ... Dollars and ....... . ....... .. .... .... Cents 2. Unit Price: When and where applicable, the following price may be used in making change and /or adjustments during the course of the work. A single unit price shall be used whether for addition or omission of work. Include .overhead and profit in unit prices. Lawn amended and seeded as specified Alternate 1: Decrease specified soil amendments by one (1) cubic yard per 1,000 sq. ft. Total 50,000.sq. ft. Lump sun CONTRACTOR'S LICENSE NO. DATE BIDDER'S ADDRESS ATTEST TO OPENING OF BIDS: (Purchasing A gen t (Witness) t $ per sq.ft H (Bidder's Na—me) .......... ............. .. (Authorized Signature) to (Date) I. II. III. EU V CITY OF NEWPORT BEACH PARKS, BEACHES AND RECREATION DEPARTMENT SPECIAL PROVISIONS FOR LANDSCAPE RESTORATION FOR BEGONIA PARK LOCATION AND SCOPE OF WORK The work to be completed under this contract is the turf restoration of Begonia Park, approximately 50,000 square feet, located at Bayside Drive and Carnation Avenue in the City of Newport Beach , 1. Clearing and grubbing existing plant material 1 11 2. Finish grading 3. Soil preparation 4. Planting of lawn 5. Clean up TIME OF COMPLETION All work as shown on the plan and described within these specifications shall be completed within 21 calendar days from date of notice to proceed.. EXAMINATION OF THE SITE Bidders shall visit and carefully examine site of proposed work and acquaint themselves with conditions. under which work shall be performed and nature and extent of work involved. BONDS AND INSURANCE The Bidder's Performance, and Labor and Materials Bonds will not be required. The Contractor shall provide the.insurance as required in Sections 7 -3 and 7 -4 of the Standard Specifications. FEES All fees will be waived by the City; however, all Contractors must have a valid City business license. Special Provisions Page 1 of 3 VI. VII. VIII. IX. X. X1. �1 The Contractor shall maintain the job site in a neat and orderly condition at all times. WiNu The lump sum price bid for this project shall include full compensation for all materials and labor necessary for construction of the landscape restoration complete in place. The cost of all cleanup work shall be included in the lump sum price bid for the project. PROTECTION OF EXISTING IRRIGATION SYSTEM AND UTILITIES The Contractor shall locate all sprinkler heads and verify any shallow sprinkler lines prior to start of work. Any damage to existing irrigation system or utilities shall be the Contractor's responsibility and shall be repaired at his own expense. CLEARING AND GRUBBING Contractor shall remove existing plant material as noted on plan. SOIL CONDITIONING A. Organic Amendments: Shall be blended "Multi- purpose mix" as prepared by Golden West Fertilizer, 18191 Goldenwest Street Huntington Beach, California, Telephone (714) 847 -2043, or equal B. In area designated for lawn seeding the following application shall be made per 1,000 square feet and shall be thoroughly cultivated in two directions into the top 6" of soil. 2 - cubic yards of blended "Multi- purpose mix" or equal. SEEDED LAWN A. After preparation of soil has been completed, the area to be seeded in lawn shall be brought to finish grade with the finish grade being smooth and even, reasonably firm and free from debris or rocks over V. Finish grade shall be 1" below curbs and existing concrete boxes and etc. Special Provisions Page 2 of 3 XII. B. Seed Mixture: Seed for turf shall be clean new crop seed compote the following varieties mixed in proportions and testing minimum percentages of purity and germination. Name Percentage By Plant Count Purity Germination Newport Kentucky Bluegrass 60% 85% 75% Meadow Fescue 40% 85% 75% C. Seed mixture shall be as specified herein. Just prior to sowing the seed, the surface of the area to be planted shall be sufficiently loose and pliable to receive the seed. The lawn shall be sown evenly at the rate of three (3) pounds of Newport Kentucky Bluegrass and four (4) pounds of Meadow Fescue seed to each 1,000 feet of lawn area. D. Rake lightly to 1/4" of depth without displacing seed and mulch with approved steer manure at the rate of 3/4" cubic yards per each 1,000 square feet. E. Roll with a suitably weighted roller. Water shall be applied by a gentle spray and the surface kept.damp until germination of seed. Do not flood with excess water. It will be the Contractor's responsibility to notify the Parks, Beaches & Recreation Department when germination occurs (14 to 21 days). F. Five days after seed germination and proper notification, the City will relieve the Contractor of watering responsibility and will assume necessary maintenance for proper establishment of lawn. INSPECTION All inspections shall be made by the City's representative. At least two days notice shall be given in advance of inspection to be required. A. Inspections that will be required: 1. During soil preparation 2. When finish grading and soil preparation are completed - prior to lawn seeding. 3. At completion of work. Special Provisions Page 3 of 3 March 8, 1971 TO: CITY COUNCIL FROM: Public Works Department SUBJECT: ACCEPTANCE OF FERNLEAF STORM DRAIN, PHASE II, ALTERNATE "B" (Revised) (C -1287) 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: U-7 The contract for the construction of the Fernleaf Storm Drain, Phase II, Alternate "B" (Revised) has been completed to the satisfaction of the Public Works Department. The original bid price was: $116,282.00 The revised bid price was: 145,589.60 Amount of unit price items constructed 146,033.95 Amount of change orders: None Total Contract Cost: 146,033.95 Amount budgeted: 149,500.00 The remaining budgeted funds will be used for restoration of the lawn in the lower area of Begonia Park. The contractor is Bebek Corporation of Santa Ana, California. Because of the extensive revisions to the original contract, there was no required completion date. The contractor did an excellent job in completing the work as soon as possible, despite encountering large areas of rock in the storm drain trench. in d rector DA 7E r_ 11971 CITY NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO._ 5 (F) FOR PERIOD ENDING February 20. 1971 _ PROJECT: FERNLEAF STORM DRAIN, PHASE II, ALTERNATE "B" (REVISED) BUDGET NO. See Below CONTRACT NO. 1287 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1. 18 -inch RCP (3000 D) $ 150.00 LF 35 LF 5,250.00 2. 42 -inch RCP (3000 D) 200.00 LF 53 LF 10,600.00. 2a. 42 -inch RCP (2000 D Jacked) 199.00 LF 304 LF. 60,496.00 2b. 42 -inch RCP (1500 D) 47.25 LF 384• LF 18,144.00 3. 4 -inch PVC Deleted -- -- 4. Curb Inlet L 5 1,156.00 EA 1 tEA 1„1.56.00. 5. Curb Inlet L a 14 ,1,175.00 EA 1 .. EA, 1,175.00` 6. Grate Inlet 981.00 EA 1' EA 981.00 7. Modified Manhole 2 Deleted -- -- 7a. Tie In, Begonia Park 8,474.00 LS 100% 8,474.00 8. Junction Structure 4 250.00 EA 1' EA 250.00 9. Junction Structure 4 370.00 EA 1 EA 370.00 10.. Modify existing drain Deleted -- -- 11. Area drain Deleted -- -- 12. Abandon existing drain 1,200.00 LS 100% I 1,200.00 12a. Abandon existing drain - Park 3,050.00 LS 100% 3,050.00 13. 8 -inch VCP _._,... 60.00 LF 4 LF .240.00 _ 14. 4 -inch VCP 400.00 EA - -- -- 15. Manhole 2 Deleted -- -- 16.�` Drop Manhole 2 1,600.00 EA 1 EA 1,600.00 17. Abandon existing sewer Deleted -- -^ 18. ' Remove and relay 6 -inch ACP 10.00 LF 19.1 Remove and reset 6 -inch G.V. Deleted -- -^ 20. Remove and reinstall 1 -inch service Deleted -^ A-40 8" P.C.C. Cross Gutter 1.20 /SF 420 SF 504.00 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 5(F) FOR PERIOD ENDING February 20, 1971 PROJECT: FERNLEAF STORM DRAIN, PHASE II, ALTERNATE "B" (REVISED) BUDGET NO. See Below CONTRACT NO. 1287 21, 6 -inch A.C.P. 10,00 LF 230 LF 2,300.00 22, 8 -inch A.C.P. 12,00 LF 450 LF: 5,400.00 23, 6 -inch G.V. 200,00 EA 1 EA 200.00 24. 8 -inch G.V. 300.00 EA 2 EA 600.00 25, 1 -inch Service 150.00 EA 15 EA 2,250.00 26. Fire Hydrant 950.00 EA 2 "1,•EA 1,900.00 27, A.C. Base Course 13.00TON 568.10 7,385.30 28. Asbestos A.C. 23,00 TON 124.55 Ton 20864.65 29, Variable thickness A.C. 1.20 SF -- 30. 4 -�nch A.C. Pavement 0.80.SF 1708.5 SF 1,366.80 31. Type "A" Curb and Gutter __ 3.00 LF 578 LF 1,734.00 32, P.C.C. Sidewalk 1.20 SF 244 SF 292.80 33. P.C.C. Drive Approac l: /ii 1.20 SF 374 SF 448.80 34, P.C.C. Alley Pavement. ` "` 1.20 SF. 4067 SF 4,880.40 35. P.C.C. Alley Approach 285.00 EA 2 EA 570,00 36. Adjust Walks and Landings 1.20 SF 126 SF 151,20 37. Survey Monuments 100.00 EA ORIGINAL CONTRACT $145,589,60 . ' - 8UDGET NUMBERS: 02- 3497 -225 146,033.95 EXTRAS TO DATE 50- 9270 -074: CONTRACT TO DATE. \\ 02- 5597 -230: 02- 3370 -232: 4,789 35.., AMOUNT EARNED 146,033.95- LESS .6l1,L RETENTION 7,279.48 Send Payment to: Bebek Corporation LESS PREVIOUS PAYMENTS 133,965.T�2.. 16642 Construction Way West_ - AMOUNT DUE THIS REQUEST 4,789.35._;,r;l {, i� Santa Ana, California 92705 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES.ARE CORRECT. SIGNED /—, ..,, SIGNED EN E E R GONT CTOt� CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT RL`cUEST NO. 4 FOR PERIOD ENDING January 2011971 PROJECT: FERNLEAF STORM D:2A- , PHASE II, ALTERNATE "B" (REVISED) BUDGET N0. See Be-.o:; CONTRACT NO. 1287 NO 1 2. 2a. 2b. 3. 4. S. 6. 7. 7a. 8. 9. 10. 77. 12. 12a. 13. 14. 15. 17. 13. 18 -inch RCP 42 -inch RCP i 42 -inch RCP 42 -inch RCP +± 4 -inch PVC i Curb Inlet CC) NTRAC i (3000 D) (3000 D) (2000 D Jacked) (1500 D) L =5 Curb Inlet L = 14 Grate Inlet Modified Manhole 2 Tie In, Begonia Park Junction Structure 4 Junction Structure 4 Modify existing drain ;rea drain 1 I Abandon existing drain IAbandon existing drain - Park . 8 -inch VC? y -inch VCP anhole 2 I j Drop Xanhoie 2 ,andon existing sewer f end ,elay -inch) AC,PI . .. �..r JAY .. Zin,c re eat v i nch G. Y. Remove ..v .",. :;li 1 -4nch service $ 150.00 LF .200.00 LF 199.00 LF 47.25 LF Deleted 1,156.00 EA .1,175.00 EA 981.00;EA Deleted 8,474.00 LS 250.00 EA 370.00 EA Deleted Deleted 1,200.00 LS 3,050.00 LS 60.00 LF 400.00 EA Deleted 1,600.00 EA feted 10.00 LF Deleted Delete 35 LF 5,250.00 531F 10,600.00 304 LF 60,496.00 384 LF 18,144.00 j.. EA 1 „156.00 1.. EA .: 1 175-.00 ' T E'A 981.00 1DIM `" 8,474.00 T EA. _ 250.00 1 EA_: 370.00 100% ' T,200.00 100%. 3,050.00. 4 L :240.00 1-EA: 1,600.00 CITY OF NEWPORT SEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4 FOR PERIOD ENDING January 20, 1971 PROJECT: FERNLE",F STORP1 DRALV PHASE II, ALTERNATE "B" (REVISED) SUOGET NO. See Selcw CONTRACT N0. 1287 CONTRACT ITEM 21. 16 -inch A.C.P. 22. 18 -inch A.C.P. 23.6 I -inch G.V. 24. 18 -inch G.V. 25. 11 -inch Service 26. I IFire Hydrant 27. ;A.C. Base Course 28. iAsbestos A.C. 29. Variable thickness A.C. 30. ;4 -inch A.C. Pavement i 31. 230 LF Type "A" Curb and Gutter 32, 450 LF iP.C.C. Sidewalk 33, 200.00 1P.C.C. Drive Approach 34. 150.00 EA P.C.C. Alley Pavement 35. .2 EA ±P.C.C. Alley Approach 36. 7,371.00 Adjust Walks and Landings 37, 23.00 TON iSurvey ISonuments 10.00 LF 230 LF 2,300.00 12.00 LF 450 LF 5,400.00 200.00 EA 1 EA 200.00 300,00.EA 2 EA 600.00 150.00 EA ,\ 15 EA 2,250.00 950.00 EA .2 EA 1,900.00 13.00TON 567 Tons 7,371.00 WF1 4067 SF 23.00 TON 385.00 EA 1.20 SF EA 770.00 0.80 SF 3.00 LF 578 LF 1,734.00 1.20 SF 244 SF 292.80 1.20 SF 374 SF- 448.80 1.go WF1 4067 SF 4,880.40 385.00 EA 2 EA 770.00 1.20 SF 93 SF 111.60 100.00 EA 141,244.60 ORIGINAL CONTRACT $145,589.6 BtiOGET NUMBERS: 02- 3497 -225 21,000.00 EXTRAS To DATE _ 50- 9270 -074: 3,900.00 CONTRACT TO DATE` j 7 )/� 02- 5597 -230: 1,800.00 02- 3370 -232: 12,811.80 EARNED 141,244.6 ✓ i �ES� L�iRETENT10N 7,279.48 - Send Payment to: Bebek Corporation LESS PREV:GUS -AY.dENTS 94,453.32 16642 Construction Way West AMOUNT v.,.. ';:,.5 REQUEST 39,511.80 Santa Ana, California 92705 I HERE6Y CERT i7Y ,..:OVE AMOUNTS AND VALUES ARE CORRECT. 51G,NE0 �. /r. <- -j _ SIGNED �, c /.3k �C 06,( - ONTRAC(f OR� BY {.t 1, ' DART%L =iiT CITY ";= aPO :;T BEACH - FJ'LIC WORKS I PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING Dec Mber 20. 1970 ' PROJECT: FERNLEAF STORM DRAIN, PHASE II, ALTERNATE "B" (REVISED) BUDGET NO. See PelOw CONTRACT N0. 1287 ITEM + CONTRACT NO. CONTRACT ITEM i P;;; "? E ''; D 1. IJ I 1 -.nch RCP (3000 D) 150.00 , 2. 42 -inch RCP (3000 D) 200.00LF; '2 LF ! 2,400.00 2a. + 42 inch RCP (2000 D Jacked) 199.00 L:; 304 LF. 60,496.00 2b. ( 42 -inch RCP (1500 C) ! 47.25 LF 384 LF 18,144.00 3. 4 -inch PVC Deleted -' 4. Curb Inlet L = 5 1,1x5.00 5. Curb Inlet L = 14 .1,175.00 6. Grate Inlet 981.00.EAf 7. 1! 1, Manhole 2 Caleted j i 7a. I Tie In, Begonia Park 8,474.00 L 1.60% 8,474.00 8. Junction Structure 4 250.00 EA 9. ! Juno,:ion Structure 4 370.00 EA 10.. 1 Modify existing drain Celeted { 11. Area drain ,eleted 12. Abandon existing drain 1,200.00 LS' 12a. Abandon existing drain - Park 3,060.00 L:. 13. -inch VCP 60.00 L= 14. 4 -inch VCP 400.00 E; 15. IManhole 2 Deleted 16. Drop Manhole 2 1,600.00 EA 17. Abandon sewer DeleteC' 18. Remove and relay 6 -inch ACP :.00 L: 19. Remove and reset 6 -inch G.V. Del,tec 20. i Remove and reinstall 1 -inch service Deleted F CITY :_.rPCr T HACH ,; si ` �,jMvS D�RT::.NT PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING December 20. 1970 PROJECT: FERNILEAF STORM DRAIN, PHASE II, ,'TERNATE "O" (REVTS C ,��. �i� 0 00-9270 -074: 950.00 N0, BUDGET NO. See Below CCNTRACT :.0, _ ORIGINAL CO ? +T;:.4C'r $145,589.60 \.- NI ERS BUD UT .J ` : n __ 101 ,732.80 3 97 -225 25,324.40 EXTRAS TO DATE �� C ,��. �i� 0 00-9270 -074: 950.00 N0, CONTRACT NTEM I P310E 02 -55s7 -230: _ - AR";ED 21. i6-inch A.C.P Z v L- ,U0.00 22. �8-inch A.C.P. I 12.00 LFI 225 LF 2,700.00 23. 6 -inch G.V. ! 200.00 E 1 EA 200.00 24. E8 -inch G.V. 300.00 Er,l 2 EA 600.00 i •. 25, it -inch Service 150.00 EA, 15 EA 2,250.00 26. Fire Hydrant 950.00 ". 1 EA I 950.00 27. A.C. Base Course 1 .00;0"" 28. Asbestos A.C. I 23.00 TO:. 29. (Variable thickness A.C. 30. 14 -inch A.C. Pavement ! 0.80 SF' 31. (Type "A" Curb and Gutter 3.00 _. 32. lP.C.C. Sidewalk .1.20 S` 33. ?.C.C. Drive Approach i._., _. i j 34. !P.C.C. Alley Pavement 1.20 SF '%,849 SF 3,418 -g 35. P.C.C. Alley Approach 385.0 36. I jAd a >" ..a-iks and Land':nj5 I 1.20 I , ORIGINAL CO ? +T;:.4C'r $145,589.60 \.- NI ERS BUD UT .J ` : n __ 101 ,732.80 3 97 -225 25,324.40 EXTRAS TO DATE �� C ,��. �i� 0 00-9270 -074: 950.00 CONTRACT TO DATE L..., � j r" M "�.;� 02 -55s7 -230: o � 02 -3370 -232: AMOUNT EARNED LESS RETa: - I ON 7,279.-'0 Pa ra, tc: .� °Se:: Corporation LESS REV(OUS PAYMENTS 68,i78.92 n_ �� :�•: `�•! ''vaS trU:. t�On Way i :est AMOUNT DUE THIS REQUEST ,Z0,274.4D v' l "'..� Jar:a Ana, CallTornla 9270'5 � HERESY CER-: 7Y :..AT THE ACC)`. : AMOUNTS Ala \!ALUE =+ARE CORRECT. S:'-NEDZJ ' SIGNSIGNED �u2PyRAi(roa� �_ ENGI EER (I�l°(3j-j_c /,I. p:, -OR BY .1_ CITY OF NEWPORT BEACH • PUBLIC WORKS PROJECT" CHANGE ORDER CHANGE ORDER NO. 2 DATE November 2, 1970 CONTRACT NO. 1287 PURCHASE ORDER NO. BUDGET NO. See Below CONTRACTOR'S NAME Bebek Corporation PROJECT NAME AND NO. Fernleaf Storm Drain; Phase II Alternate B ACTION: Investigation subsequent to the award of the contract has shown the existing storm drain to be in poor condition downstream to the junction manhole at Bayside Drive. Per numerous discussions and letters, the contract has been revised as shown in the plans issued on October 29, 1970. The proposal items are changed as follows: Item Quantity Price Total 1. 18 -inch RCP (3000D) 34 LF $ 150.00 $ 5,100.00 2. 42 -inch RCP (3000 D) 47.4 LF 200.00 9,480.00 2a. 42 -inch RCP (2000D Jacked) 310.6 LF 199.00 61,809.40 2b. 42 -inch RCV (1500 D) 384 LF 47.25 18,144.00 3. 4 -inch PVC Deleted 10.00 - -- 4. Curb inlet .L = 5 1 EA 1,156.00 1,156.00 5. Curb inlet L = 14 1 EA 1,175.00 1,175.00 6. Grate inlet 1 EA 981.00 981.00 7. Modified manhole 2 Deleted 2,000.00 - -- 7a. Tie In, Begonia Park 1 EA 8,474.00 8,474.00 8. Junction structure 4 1 EA 250.00 250.00 9. Junction structure 4 1 EA 370.00 370.00 10. Modify existing drain Deleted 200.00 - -- 11. Area drain Deleted 125.00 - -- 12. Abandon existing drain Lump sum 1,200.00 1,200.00 12a. Abandon existing drain - Park ..' ." ' Lump sum 3,050.00 3,050.00 13. 8 -inch VCP 28 LF 60.00 1,680.00 14. 4 -inch VCP 1 EA 400.00 400.00 15. Manhole 2 Deleted 1,200.00 - -- 16. Drop manhole 2 1 EA 1,600.00 1,600.00 17. Abandon existing sewer Deleted 500.00 --- 18. Remove and relay 6 -inch ACP 22 LF 10.00 220.00 19. Remove and reset 6 -inch G.V. Deleted 200.00 - -- 20. Remove and reinstall finch service Deleted 150.00 - -- 21. 6 -inch A.C.P. 230 LF 10.00 2,300.00 22. 8 -inch A.C.P. 446 LF 12.00 5,352.00 23. 6 -inch G.V. 1 EA 200.00 200.00 24. 8 -inch G.V. 2 EA 300.00 600.00 25. 1 -inch service is 4& EA 150.00 1,950.00 26. Fire hydrant 2 EA 950.00 1,900.00 27. Asphalt concrete base course 527 Tons 13.00 6,851.00 PUBLIC WORKS PROJECT CHAN RDER NO. 2 CONTRACT NO. 1287 a� PAGE TWO cc: Purchasing :. � ��V l/ VT11C Il• . i Y I Quantity Price Total 28. Asbestos asphaltic concrete 100 Tons $ 23.00 $ 2,300.00 29. Variable thickness asphaltic concrete 672 SF 1.20 806.40 30. 4 -inch asphalt concrete pavement 476 SF 0.80 380.80 31. Type "A" curb and gutter 490 LF 3.00 1,470.00 32. P.C.C. sidewalk 320 SF 1.20 384.00 33. P.C.C. drive approach 229 SF 1.20 274.80 34. P.C.C. alley pavement 3,970 SF 1.20 4,764.00 35. P.C.C. alley approach 2 EA 285.00 570.00 36. Adjust walks and landings :81 SF 1.20 97.20 37. Survey monuments 3 EA 100.00 300.00 TOTAL REVISED CONTRACT $ 145,589.60 Due to the additional quantity changes Budget Numbers: in the scope of the contract an extension of 40 calendar days is granted for the 02- 3497 -225: $115,118.40 completion of the contract. - 02- 5597 -230: $ 1,600.00 02- 3370 -232: $ 16,569.20 50- 9270 -074: $ 12,302.00 cc: Purchasing :. � ��V l/ VT11C Il• . i Y I CITY OF NEWPORT BEACH - PUBLIC WCRKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2, FOR PERIOD ENDING November 20, 1970 PROJECT: FERNLEAF STORM DRAIN, PHASE II, ALTERNATE "B" (REVISED) BUDGET NO. See Below CONTRACT NO. 1287 1. 2. 2a. 2b. 4 5. 6. 7. 8a• i 9. 70.. . 11. 12. i 12a. 13. 14.• 15. 16.' 17. 18. 19.' 20, EM, X18 -inch RCP (3000 D) i 42 -inch RCP (3000 D) 42 -inch RCP (2000 D Jacked) 42 -inch RCP (1500 D) 4 -inch PVC Curb Inlet L = 5 Curb Inlet L = 14. Grate Inlet Modified Manhole 2 Tie In, Begonia Park Junction Structure 4 Junction Structure 4 Modify existing drain Area drain Abandon existing drain Abandon existing drain - Park . 8 -inch VCP 4 -inch VCP Manhole 2 Drop Manhole 2 Abandon existing sewer 'Remove and relay 6 -inch ACP Remove and reset 6 -inch G.V. Remove an:::: ~,,install 1 -inch service 1;,O.OV LF 200.00 LF 12 " " "LF 199.00 LF 131 LF . 47.25 LF 384 LF. Deleted 1,156.00 EA; 1,175.00 EA 981.00 EA Deleted 8,474.00 LS 90% 250.00 EA� r .. 370.00 EA Deleted Deleted 1 1,200.00 LS 3,050.00 LS 60.00 LF.: 400.00 EAj Deleted 1,600.00 EA Deleted ,3.00 LF: Deleted" Deleted 2,400.00 l 36,019.00 18,144.00 i 7,626.60. T i • f CITY OF NE1IPORT BEACH - P',;3LSC WO?,CS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING November 20, 1970 PROJECT: FERNLEAF STORi,i DRAIN, PHASE II, ALTERNATE "B" (REVISED) BUDGET NO. See Below CONTRACT NO. 1287 TEM 21. 6 -inch A.C.P. 22. 8 -inch A.C.P. 23. -inch G.V. 24. 8 -inch P6 G.V. 25, 1 -inch Service 26. Fire Hydrant 27. A.C. Base Course 28. Asbestos A.C. 29. Variable thickness A.C. 30. 4 -inch A.C. Pavement 31. Type "A" Curb and Gutter 32. P.C.C. Sidewalk 33. P.C.C. Drive Approach 34. P.C.C. Alley Pavement 35. P.C.C. Alley Approach 36. w )Adjust Walks and Landings Q CE 10.00 LF 12.00 LF 200.00 EA, 300.00 EH 150.00 EA, , 950.00 EAI 13.00TON1 23.00:TONI .1.20 SF 0.80 SF 3.00 LF 1.20 SF� 1.20 SF' 1.20 SF� 385.00 EA1 1.20 SF COV?LETE 219 LF 225 LF 1 EA 2 EA 15 EA' 2,849 SF EARNED 2,100.00 2,700.00 200.00 600.00 2,250.00 3,418.80 HEREBY CERTIFY THAT THE A30VE AMOUNTS AND VALUES CORRECT. SIGNED // ��. SIGNED v�- .�' LNGiNfER C 3TR TOR( • BY 0 -ilk. IU1/iL ORIGINAL CONTR.ACr $145,589.60 __ UDGET NUMBERS: 02- 3497 -225: 42,039.52 EXTRAS TO DATE 50- 9270 -074: 2,100.03 CONTRACT TO DATE D� IL-I��D 02- 5597 -230: %, 02- 3370 -232: 3,000.00 AMOUNT EARNED 75,458.40 LESS ;C% RETENTION 7,279.48 Send Payment to: 8ebek Corporation LESS PREVIOUS PAYMENTS 21,039.30 16642 Construction Way AMOUNT DUE THi.s REQUEST .47,139.62 Santa Ana, California 92705 HEREBY CERTIFY THAT THE A30VE AMOUNTS AND VALUES CORRECT. SIGNED // ��. SIGNED v�- .�' LNGiNfER C 3TR TOR( • BY 0 -ilk. CITY OF NEWPORT BEACH - PUBLIC WORKS DEPAA'MENT PROGRESS rAY-AENT REQUEST NO. 1 FOR PERIOD ENDING_ October 20, 1970 PROJECT: FERNLEAF STORM DRAIN, PHASE II, ALTERNATE "B" BUDGET NO. See Below CONTRACT NO. 1287 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1. 18" R.C.P. 150.00 /LF 2. 42" R.C.P. 199.00/1-F 93 LF 18,507.00 3. 4" P.V.C. 10.00 /LF 4. Curb Inlet C =5 1,156.00 EA 5. Curb Inlet C =14 1,175.00 EA 6. Grate Inlet and M.H. 981.00 EA 7. Modify Manhole #2 2,000.00 EA 8. J.S. #4 - 1 250.00 .EA 9. J.S. #4 - 2 370.00 EA 10. Modify existing outlet 200.00 EA 11. Connection Box 125.00 EA 12. Abandon existing storm drain 1,200.00 LS 13. 8" V.C.P. 60.00 /1-F 14. 4" V.C.P. 400.00 /LF 15. M.H. #2 1,200.00 EA 16. Drop M.H. #2 1,600.00 EA 17. Abandon existing sewer' .500.00 LS 18. Remove and relay 6" A.C.P. 10.00 /1-F 19. Remove and reset 6" G.V.• 200.00 EA 20. Remove and reinstall 1" service 150.00 EA 21. 6" A.C.P. 10.00 /1-F .155 LF 1,550.00 22. 8" A.C.P. 12.00 /1-F 85 LF 1,020.00 23. 6" G.V. 200.00 EA 1 EA 200.00 24. 8" G.V. 300.00 EA 6 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT J PROGRESS FAYi1ENT REQUEST NO. 1 FOR PERIOD ENDING October 2d, 1970 PROJECT: FERNLFAF STORM DRAIN, PHASE Ti- ALTERNATE "R" I ! BUDGET NO. See Below CONTRACT ''NO,1 1287 04] CONTRACT 25. 1" service 26. Fire Hydrant 27. A.C. Base Course 28. Asbestos A.C. 29. A.C. Patch 30. 4" A.C. Pavement 31. Curb and Gutter Type A • 32. P.C.C. Sidewalk 33. 6" P.C.C. Drive Approach 34. 61�" P.C.C. Alley Pavement 35. P.C.C. Alley Approach . 36. Adjust walks and landings 37. Survey Monuments Budget Numbers 02- 3497 -225: $16,656.30 50- 9270 -074 4,383.00 ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED LESS 10,% RETENTION LESS PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST 116,282.00 150.00 EA 14 EA 950.00 EA 13.00 /Ton 23.00 /Ton 1.20 /SF 0.80 /SF 3.00 /LF 1.20 /SF 1.20 /SF 1.20 /SF 285.00 EA 1.20 /SF 100.00 /EA Send payment to: 23,377.00 Bebek Corporation 2,337.70 310 S. Turnbull Canyon Roa Industry, California 91744 21,039.30 I HEREBY CERTIFY THAT THE A50VE AMOUNTS AND VALUES ARE CORRECT. \, SIGNED, SI ENOI N R 1 2,100.00 23,377.00 OF try- 0 e/ "Oe- NOTICEto Ow*nor Reputed Owner, to the Original Contractor the Construction Lender (if any) in accordance with Sectio California Code of Civil Procedure or Section 4210, Government Code. TO: 04ft City of Newport Beach _ (Name at owner, reputed owner or public agency) Address: 3300 Newport Blvd., Newport Beach,Calif. (Address as shown on building permit; If not shown, address of job site) AND TO: John Bebek (Name of original confractorl Address: 16642 Constr. Street, Santa Ana, Cal.92705 (Address of original .ni,.cfo,; if unknown, address of job site) AND TO: Purchaser advises that no lender is involved. (Name of construction lender if any) Address: (Address of construction lender; If unknown, address of job site) Livingstca- Graham Inc. 5500 NO. PECK RD. You are hereby notified that EL r✓CNr -w!1. 01732 (Name of person or firm Furnishing labor, service, material or equipment) c -/z6'7 brni(ife[iV,,, PCB!!^ Wrc._ JAN I located at (Address of Person or firm furnishing labor, service, materials or equiparl has/will furnish(ed) labor, service, materials or equipment of the following general description Aggregates with the estimated total value of $ (Construction lenders copy only) for the building, structure or other work of improvement located at _ 1st st & Carnation Corona Del Mar (Address of job site) The name of the person who contracted for the purchase of such labor, service, materials or equipment is JohnBebet, 16642 Construction,Santa Ana,Calif. 92705 PECK RD. Dafed 1 -14 -71 (Date delivered or mailed) NOTICE TO PAYOR: "Under the Mechanics' Lien Law (California Code of Civil Procedure, Section 1181 et seq.) any contractor, subcontractor, laborer, supplier or other person who helps to improve your property but is not paid for his work or supplies, has a right to enforce a claim against your prop- erty. This means that, after a court hearing, your property could be sold by a court officer and the proceeds of the sale used to satisfy the indebtedness. This can happen even if you have paid your own contractor in full, if the subcontractor, laborer, or supplier remains unpaid." See Pink sheet at baek of this pad far instructions in the use el this farm. 9 -70 '$i �, BUSINESS FORMS - P,O, YOM aaael tae AN.SLEe. CAl1F. eLWg Form No. t80 CALIFO&IA PRELIMINARY&OTICE ' In Accordance With Section 1193, California Code Of Civil Procedure and Section 4210, California Government Code THIS IS NOT A LIEN, THIS 15 NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR CONSTRUCTION LENDER or Reputed Construction Lender, if any. YOU ARE HEREBY NOTIFIED THAT . . . C & R Concrete, Inc. O 3300 Newport Boulevard Bebeck & Company (name and eddreas'of person or firm) L Newport Beach, California J 16642 Construction Way West P Construction loan no. (if known) .Santa Anal Calif e. 92705 Y FOLD HERE An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: s ar i' l a ' is (Dollar amount must be furnished t /cqVstructiori lender - optional as to owner or contractor) ORIGINAL CONTRACTOR or Reputed Contractor, if any If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. sled —32th a9 1 (Ii Telephone Number This form( No. 594) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION - (213) 382 -7151 . =r' zr (name of person or firm furnishing labor, services, equip- Box 273 - s = mem or material) Garden Grove, California (address of person or firm furnishing labor, services, equip 1 92610 moot or material) has furnished or will furnish labor, services, equipment or OFOLD RERE materials of the following general description: concrege structures W(general description of the labor, services, equipment or storm drain N material furnished of to be furnished) for the building,si;uetae^m-other -work c rovemeat E � Fernleaf storm drain IGGatedat: OWNER or PUBLIC AGENCY (address or description of job site R or Reputed Owner (on public work) ia�-de loII (on private work) sufficient for identification) CorpoII Del pear California The name of the or firm who contracted for the r City of Newport Beach person pur- chase of such labor, services, equipment or material is: C O 3300 Newport Boulevard Bebeck & Company (name and eddreas'of person or firm) L Newport Beach, California J 16642 Construction Way West P Construction loan no. (if known) .Santa Anal Calif e. 92705 Y FOLD HERE An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: s ar i' l a ' is (Dollar amount must be furnished t /cqVstructiori lender - optional as to owner or contractor) ORIGINAL CONTRACTOR or Reputed Contractor, if any If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. sled —32th a9 1 (Ii Telephone Number This form( No. 594) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION - (213) 382 -7151 CALIF NIA PRELIMINAR NOTIC IN ACCORDANCE WITH SEOTt 3. CALIFORNIA CODE OF CIVIL PROCEDURE AND SECT 10 10,CALIFOftN1A GOVERNMENT CODE (EFFECTIVE THROUGH DECEMBER 31, 1970) AND IN ACCORDANCE WITH SECTION 3097 AND 3098( "CALIFORNIA CIVIL CODE (WHEN SUCH SECTIONS BECOME EFFECTIVE JANUARY 1, 1971.) THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT . . . L E CONSTRUCTION LENDER or Reputed Construction Lender, if any N ASSOCIATED CONCRETE PRODUCTS, INC. ! City of Newport Beach (name of person or firm furnishing labor, services, equip- City 3300 Newport Ave 4301 We at TalbermAvenue ment or material) � Newport Beach, Cdifornia Santa Ana, California E(address of person or firm furnishing labor, services, equip - RL ment or material) + has furnished or will furnish_ labor, services, equipment or COLD HERE materials.of the following general description: S Precast Concrete Sewer Products (general description of the labor, services, equipment or material furnished or to be furnished) `► for the building, structure or other work of improvement O OWNER or PUBLIC AGENCY located at: Carnation & 2nd Streets (address or description of job site or Reputed Owner (on public work) Newport Beach P(on private work) sufficient for identification) VA Construction low no. (if known) FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any The name of the person or firm who contracted for the pur- chase of such labor, services, equipment or material is: C & R Concrete (name and address of person or firm) P.O. Box 273 Garden Grove, California An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: S 1 1 i (Dollar amount must be furnished to construction lender - -, optimal as to owrwr or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or. to be furnished, the improved property may be subject to mechanic's: liens. Dated: �T { (si atur (title) �. f�ogers redit N1gs. Telephone Number( 714 ) 551 ALERSZREDAT A4SOCW10N (213) 382 - 7151 NOTICE fo Ownef or Reputed Owner, to the Original Contractor and to the Construction Lender 1 if any) in accordance vawtb Ssetroet California Code of !CiA -Proc edure-:or Section 42 (b, .'C Government Code. TO: City of Newport Beach (Name of owner, reputed owner or public agency) Address: 3300 Newport avenue, Newport Beach,Calif. (Address as shown on building permit; If not shown, address of job site) AND TO: John' BeBek Address: .16642 Construction Way west,santa Ana,Calif. (Address of original contractor; If unknown, address of job sitet AND TO: Purchaser advises, that no lender is involved. (Mime of construction leader if any) Address: (Address of construction lender; If unknown, address of job site) tirfilgston- Graham Inc. 3500 NO. PECK RD. You are hereby notified that r'L M')NT =, CALIF. 91732 (Name of person or firm furnishing labor. .,service. material or equipment) located at (Address of person or firm furnishing labor, service, materials or equipment) has /will furnished) labor, service, materials or equipment of the fallowing general description Ready mixed concrete with the estimated total value of; (Construction lenders copy only) for the building, structure or other work of improvement located at 1st st. & Carnation, Newport Beach..Calif. ' ' 1 dross of job siM) - The name of the on ;ho.:ciiF1arttad for.+" purchase of such Gabor, service, materials or equipment is 11 Livingston- Graham Inc 3590. NO. PECK RD. EL Mf1 CALIF. 91732 N 'Cry 'J� aY ( a per or ,rm lurnlshinb-la r, sere e, materials or equipment) jDvn. of �0 ee .,, Dated 1 x a — l NOTICE TO PAYOR: "Under the Mechanics' Lien Law (California Code of.Civil Procedure, Section 1181 et seq.) any contractor, subcontractor, laborer, supplier or of her Iperson who helps to improve your property but is not paid for his work or supplies, has a right to enforce a claim against your prop- arty. This means that, after a court hearing, your property could be sold Py a court officer and the proceeds of the sale used to satisfy the indebtedness. -This can happen even if you have paid your own contractor in full, if the subcontractor, laborer, or supplier remains unpaid." See tg.s sbd.t a. re.t et.tgs pod fw lmOmmo M'tm 5see oft flew CALIFORNIA PRELIMINARY SOTICE 87 In Accordance With Section 1193, California Code Of Civil Procedure and Section 4210, California Govemment C . THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR Y FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. J 11/15/70 1 y secretary (signature) (title) Telephone Number 7l 545 5531 This form ( No. 594) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION - .(213) 382 -7151 YOU ARE HEREBY NOTIFIED THAT . . . CONSTRUCTION LENDER or Reputed Construction Lender, if any Jeaswaki 5 Markel, Inc. .g V- _ ,7,,V (name of rson or firm furnishing labor, services, equip- :19 Q. Ndt*er _ .' o � '' j°"• a y w i ti moot or material) Beata Eno Calif. J i _ a ;q a-tx r4-M- at -.IL %e .' ¢ruamo .: e hc s (address of person or firm furnishing labor, services, equip - L A3LF-Y 1Rh� ment or material) has furnished or will furnish labor, services, equipment or FOLD HERE materials of the following general description: concrete work W(general description of the labor, services, equipment or i N material furnished or to be furnished) for the building, structure or other work of improvement I E located at: Fernleaf Storm Drain, City of OWNER or PUBLIC AGENCY (address or description of job site R or Reputed Owner (on public work) Newport Beach .I (on private work) sufficient for identification) i The name of the person or firm who contracted for the pur- r —r 1 chase of such labor, services, equipment or material is: C City of Newport Beach Behek Corp. O3300 Newport Blvd (name firm) Newport Beach, Calif. and address of person or 16642 Cometruction Way W PConstruction L loan no. (if known) SaataAwo Calif . Y FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. J 11/15/70 1 y secretary (signature) (title) Telephone Number 7l 545 5531 This form ( No. 594) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION - .(213) 382 -7151 L E N r D E R L 9 S C O P Y r CALIFOVIIA PRELIMINARY NOTICE C _1z,<5'7 In Accordance With Section 1193, California Code Of Civil Procedure and Section 4210, California Government Code THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR CONSTRUCTION LENDER or Reputed Construction Lender, if any CITY OF NEWPORT BEACH 3300 Newport Blvd. Newport Beach, California J YOU ARE HEREBY NOTIFIED THAT . . . MARDEN -SUSCO '(name of person or firm furnishing labor, services, equip - P 0 Box 6290 GG {n 2840 We 15Lt o�aeriai (address of person or firm furnishing labor, services, equip - Santa Ana, California ment or material) has furnished or will furnish labor, services, equipment or FOLD HERE materials of the following general description: AC Pipe,Brass,C.I. Fittings (general description of the labor, services, equipment or & other material for water line. material furnished or to be furnished) for the building, structure or other work of improvement Fernleaf Lane Proj.Phase II OWNER or PUBLIC AGENCY located at: n1&± and. ca- r-na +ien (address or description of job site or Reputed Owner (on public work) Corona Del Mar, California (on private work) sufficient for identification) CITY OF NEWPORT BEACH 3300 Newport Blvd. Newport Beach, California L Construction loan no. r FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any JOHN BEBEK CORP 16642 Construction Way West Santa Ana, California J (if known) 0] The name of the person or firm who contracted for the pur- chase of such labor, services, equipment or material is: JOHN BEBEK CORP (name and address of person or firm) 16642 Construction Way West Santa Ana, Calif, An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: $5,000.00• (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may liens. 197 `ire H. Jensen /Cr "`t Mgr. Number( 714 541 6621 This form ( No. 594) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION - (2131 382 -7151 rCALIFOIPIA PRELIMINARY. ;NOTICE In Accordance With Section 1193, California Coda Of Civil Procedure and Section 4210, California Government Code THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR CONSTRUCTION LENDER or Reputed Construction Lender, if any. t AnGww X r N FOLD HERE E OWNER or Ror Reputed Owner (on private work) PUBLIC AGENCY (on public work) C F CITY OF NEWPORT BEACH 3300 Newport Blvd. O Newport Beach, California p L Construction loon no. YFOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any J (if known) YOU ARE HEREBY NOTIFIED THAT . .. . KARDEN —SUSCO (name of persor, or firm furnishing labor, services, equip - P 0 Box 6290 2840 We 1,grl g ea.ferial) (address of person or firm furnishing labor, services, equip Santa Ana, California ment or materian has furnished or will furnish labor, services, equipment or materials of the following general description: AC Pipe,Brass,C.I, Fittings (general description of the labor, services, equi ment or & other material for wader line. material furnished or to be furnished) for the building, structure or other work of improvement Fernleaf Lane Proj,Phase 11 located atlst And carnation (addres ,r escri Lion of lo site Corona �7e t�far, California sufficient for identification) The name of the person or firm who contracted for the pur- chase of such labor, services, equipment or material is: JOHN BEBEK CORP ( and address of rson or firm) 16�as2 Constriction Way 'cdest Santa Ana, Calif.. An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: $" (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. Jfl CORD ?, 16642 Cgnstruction Way West rff8e He Jensen /Cr Santa Ana, California: :. ' elephone Number ( ) 714 541 6( \ This form ( No. 594) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOC(AT(ON- (213):J82-7757 Hgr, November 9, 1870 TO: CITY COUNCIL E - /1) FROM: Public Works Department OA SUBJECT: BUDGET AMENDMENT FOR,THE EXTENSION OF.THE.FERNLEAF STORM DRAIN, C -1287 RECOMMENDATION: Approve a budget amendment. to .transfer $10,000 from general Fund Budget Appropriation No.. 02- 5597- 230.to..General Fund Budget Appro- priation No. 02- 3497 -225. DISCUSSION:. The Public Works Department has completed negotiations for a change order extending the new Fernleaf storm drain downstream to a point of connection with the existing drain at a structure located in the park area northwesterly of the inter- section of Carnation Avenue and Bayside Drive. The extension, was made necessary by the discovery of structural distress in the old existing drain. At the meeting of October 12, 1970 the Council authorized the Public Works Department to negotiate the change order. The total cost of the work covered by the change order is,$46,361.40. A detailed review of the unit prices has been conducted by the Public-Works Department, and we are satisfied that the prices correctly represent the cost of doing the work. A total of $40,243 is unencumbered and available in the storm drain portion of the appropriations for the project. Additional funds are available in the sanitary sewer replacement portion of the appropriations because the need for the majority of the sewer replacement contemplated was eliminated when`it was determined that most of the storm drain installation would be tunneled rather than open cut. In order to correctly designate.the expenditure of funds the recommended budget amendment making a $10,000 transfer from the sewer replacement account to the storm drain account has been prepared. The $10,000 sum will complete the financing of the change order and will provide approximately $3,900 for contingencies. l Devlin ks Director ldg APPROM lui U1 COUNCIL DATE KV 91970 October 12, 1970 TO: CITY COUNCIL FROM: PUBLIC WORKS DEPARTMENT SUBJECT: STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) C -1287 RECOMMENDATION: Authorize the Public Works Department to negotiate a contract change order for the extension of the Fernleaf Storm Drain. DISCUSSION: The subject project is presently under construction by Bebek Corporation of Industry, California. An excavation has been made at the intersection of First Avenue and Carnation Avenue, at the planned location for the connection of the new storm drain with the existing drain. As a result of this excavation, it has been found that the existing drain is not in the location shown on the original construction plans, but instead passes under the houses located at the southeasterly corner of the intersection. The drain is 27 feet deep at that location, is badly cracked, and appears to be in imminent danger of structural failure. In order to enable abandonment of the hazardous portion of the existing drain, it is proposed to extend the new drain westerly across Carnation Avenue and southerly in the park area to a new point of connection with the existing drain further downstream than originally planned. The design of the additional storm drain work is not yet completed, and the exact cost of the work is not known; however, the cost will not exceed the unencumbered drainage funds budgeted for this project. An accounting of the project is as follows: Construction Phase II of the Fernleaf Drainage System - Acct. No. 02- 3497 -225 Storm Drain Portions of Contract 1287 Proposed Transfer to Account 332 Unencumbered Funds Available in Account No. 02- 3497 -225 Sketches showing the proposed storm drain extension are attached for reference. J seph T. Devlin rVk) p17) r) r- Public Works Director Yrt t�UL t s. :, 107 v' ei IL Att. DATE $110,000 — 68,757 - 1,000 $ 40,243 R _ _ E F /406 7- O EX lE.t/8'Tpt/ I GL /6N.WEU7' L6 1 �/ Sf/OWW OA/ Eir6riNU' PGA.C/S � � •+ / it / 1 FOUNO \i \ \`Jll� .N Ir,GLO v a� - Q , U (U•vOL'•e 1 � T YCd V4 /O.V 44-604 Y S I ,t7E' G7f' C/iIJOG��2 G'O�L/•BT,pUCT /O.0 • Cour,Gt4CT.: �O,�i°a -� i 7 CITY OF NEWPORT BEACH TO: Public Works Department FROM: City Clerk SUBJECT: Contract No. i ?87 Project Fernleaf Storm Drain, Phase II Attached are .two executed copies of subject contract for your files and for transmittal to the contractor. Contractor: Bebek Corporation Address: 310 'i=bu7l Canyon Road, Industiy, CA 9171+5 Amount: $ $116,282.00 ' .. Effective Date: 9_10 -70 Resolution No. 7266 adopted on 8 -24 -70 U LL:dg Att. cc: Finance Department ❑ I CONTRACT NO. 1287 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR . �.i G wan KS STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAINO PHASE II) APPROVED BY THE CITY COUNCIL ON THIS 27th DAY OF JULY 1970 SUBMITTED BY: BEBEK CORPORATION uontraccor 310 Turnbull Canyon Road Address Industry$ Calif, 91745 city Lip code Page 1 CITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 10:00 A.M. on the 18th day of Amu ust , 19 70 , at which time they wi be a opened and read, for pr e�rming work as follows: STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE ii) CONTRACT NO. 1287 Bids must be submitted on the Proposal form attached with the contract documents furnished by the Public Works Department. The additional copy of the Proposal Form is to be retained by the bidder for his records. 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 title of the project and the words "SEALED BID" shall be clearly marked on the outside of the envelope containing the.bid. The Contract Documents that must be completed, executed, and returned in the sealed bid are: A. Proposal B. Designation of Subcontractors C. Bidder's Bond D. Non - collusion Affidavit E. Statement of Financial Responsibility F. Technical Ability and Experience References These documents shall be affixed with the signatures and titles of the persons signing on behalf of the bidder. For Corporations, the signatures of the President or Vice President and Secretary or Assistant Secretary are required and the Corporat— a Seat Sha lT�beaf i`x cJ to all documents requiring signatures. In the case of a Partnership, the signature of at least one general partner is required. No bids will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The Contractor shall state his license number and classification in the Proposal. Plans and Contract Documents, including Special Provisions, may be obtained at the Public Works Department, City Hall, Newport Beach, California, at no cost to licensed contractors. A non - refundable charge of $2.00 will be required for each set of Plans and Contract Docu- ments issued to others. It is requested that the Plans and Contract Documents be returned within 2 weeks after the bid opening. 1970 Edition The City has adopted the Standard Specifications for Public Works Construction (Y97�y as prepared by the Southern Ca ifornia Chapters of the merican ub1ic 0orY &M anon and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Ave., Los Angeles, Calif. 90034, (213) 870 -9871. The City has adopted Standard Special Provisions and Standard Drawings. Copies of these are available at the Public Works Department at a cost of $2.00 per set. The City reserves the right to reject any or all bids and to waive any informality in such bids. 0 City of Newport Beach, California Notice Inviting Bids 0 Page la In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California Labor Code (Sections 1770 et seq.), 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, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in Resolution No. 6982, adopted May 12, 1969. A copy of said resolution is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). 5 -15 -69 0 0 Page 2 All bids are to be computed on the basis of the given estimated 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 under- signed 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 signature, the proceeds of check or bind 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. 250 -745 Classification "A" Accompanying this proposal is tLasn, Lertitiea GneCK, Gasnler -s cnecK or in an amount not less than 10 percent of the total bid price. The undersigned is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake self - insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the performance of the work of this contract. 968 -1579 (213) Phone Nbmber 8 -18 -70 Date BEBEK CORPORATION Bidder's Name (SEAL) /s/ John Bebek, Pres. Authorized Signat e ` - Authorized ut zed $igna ure Corporation Type of rganiza ion (Individual, Corporation, or Co- Partnership) List below names of President, Secretary, Treasurer and Manager if a corporation, and names of all co- partners if a co- partnership: John Bebek, Pres. Joe Ann Bebek. Sec. Treasurer Page 3 DESIGNATION OF SUB- CONTRACTORS The undersigned certifies that he has used the sub -bids of the following listed contractors in making.up his bid and that the sub - contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these sub - contractors except upon the prior approval of the Engineer. Item of Work 1. Structures Sub - contractor C & R Conc. 2. Paving Sully- Miller 5. 7. 10. 11. 12, Address BEBEK CORPORATION Bidder's Name John Bebek Authorl ed Signature Corporation Type ' Organization (Individual; Co- partnership or Corp) _310 Turnbull Canyon City of Industry, California ress FOR ORIGIO, SEE CITY CLERK'S FILE COPY • BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, BEBEK CORPORATION Page 4 as Principal, and General Insurance Company of America , as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Ten percent of the bid Dollars ($ -10%- ), 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 and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II) 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 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 18th day of August , 19 70. Corporate Seal (If Corporation) (Attach acknowledgement of Attorney in Fact) Alice A. Cannon, Notary Public Commission expires June 30, 1972 BEBEK CORPORATION /s /John Bebek, Pres. General Insurance Company of America Surety By /s /Benton L. Crowell Title Attorney -in -Fact 26a No.. $99051 PAGE 5 LABOR AND MATERIAL BOND lii F�RruAi"AtdCF BOND KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED August 24,. 1970 HAS AWARDED TO BEBEK CORPORATION HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR C-1287 Storm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II) IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWdNGS'.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,:PROVIDINO THAT IF SAID PRINCIPAL OR ANY OF H1.3'OR ITS SUBCONTRA'CTOR3,.3HALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMB USED IN, UPON.,, FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONEI OR.FOR ANY.WORK OR -LABOR DONE THEREON OF ANY-KIND'. THE SURETY. ON T03'90ND WILL 'PAY THE SAME TO THL,E -XTENT ' HEREINAFTER SET FORTH: NOW, THEREFORE, WE am= COS> RAT20N AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND GENERAL INSIIi ANCE COMPANY OF AMERICA AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF !I>rT>< —sIMT 2ROUSAW on 8=9= F"TY Oii DOLLARS 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 BE DONE, OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KINDS Olt-FOR AMOUNTS DUE UNDER 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 SPEC1 -- FIEO 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 14204 OF THE GOVERNMENT CODE OF THE STATE.'OF CALIFORNIA. - i r r z, LABOR AND MATERIAL BOND - CONTINUED) PAGE 6 THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PER30NSI COMPANIESA 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 BONDS AS REQUIRED BY THE PROVISIONS OF SECTI.ON 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY FOR VALUE RECEIVED HEREBY STIPULATES AND AGREES THAT NO CMANGE� EXTENSION OF -TIME, ALTERATIONS OR ADDITIONS TO THE TERNS 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 CHANGES EXTENSION OF TIMES 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 28th DAY OF , Amust . 1*71 . _ Babsk Co {S[AL) AFNFRAI INCIIRANCF COMPANY OF AMIRICA (SEAL) Z2=e�S L) Benton L. Crowell - Attorney -in -Fact (SEAL) SURETY APPROVED AS j0 FOR CITY ATTORNEY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON DATE ATTESTS - CITY CLERK " 3 ACKNOWLEDGMENT BY SURETY STATE OF CALIFORNIA ss. COUNTY OF LOS ANGELES On this 28th day of August 1970 , before me per- sonally appeared Rent= T. crnwr?11 , known to me to be the attorney -in -fact of General Insurance Company of America, the corporation that executed the within instrument, and ac- knowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County, the day and year in this certificate first above written. _���'w� NLIC't_ Fl. Ct1N ^vOPd Notary Public m the State of California 5' a�; NOTARY PV ^,� !;, 1tJFCrRtiIA County of Los Angeles ;. ^� f'R'P; "IF„L pFFlCE IY LOS A5!GELES CCUtiTY (Seal) MyCommission Expires June 30, 1972 S -760 RI 7/66 P i PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, THAT ago . 4»051 >rr. ; $835.00 PAGE 7 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED _ August 24, 1970 HAS AWARDED TO BEBEK CORPORATION HEREINAFTER DESIGNATED AS THE "PRINCIPAL% A CONTRACT FOR C -1287 Storm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II) IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED 0R IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT; NOW, THEREFORE, WE, WMIX 0011>t0PAtZ0/ AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR ", AND GtVFRAi. ;! `. 'R "i:: i;0*'ANV 0F' AMERICA AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF .. 1, 1 . a ... i, DOLLARS ($ 116.242.00 ), SAID SUM BEING EQUAL TO :P*'OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID T0' 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 BE 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. (PERFORMANCE BOND - CONTINUED) E Net 8 AND SAID SURETYp FOR VALUE - .RECEIVED; HERESY STIPULATES AND AGREES THAT NO CHANGE 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 SMALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BONDS AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGES EXTENSION OF TIMES ALTERATION OR ADDITION TO THE TERMS OF THE COMP TRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUALp- IT IS AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. - IN WITNESS WHEREOFS THIS INSTRU HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMEOO.ON THE - DAY OF AggYat 196AZQ -- y APPROVED AS TO FORM: C rry ATTORNEY Habak Corporation (SEAL) hF.AMERICA �-(SEAL) 9 RETY eaaton L. Crowell- Attornep.1n -het - 0 ACKNOWLEDGMENT BY SURETY STATE 0FCALIFORNIA os. COUNTY 0F LOS ANGELES � On this 28th day of August . 1970 ,before mr per- sonally vppeo,°d ,known 'omo,obe the u,to,ue>`in`b.cr of General Insurance Company of America, the corporation that executed the within instrument, and ac- knowledged tom,&ut such corporation executed the same. IN WITNESS WHFREOF, I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County, the day and year in this certificate first above written. Notar� Public in the State of California County of Los Angeles (Seal) o',wo/r/^v f i • 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 is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants 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 attached 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 subcontractor 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 whomesoever 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 bid. Subscribed and sworn to before me by this 18 day of August , 19 70 . My commission expires: June 15, 1973 /s /Luca Lorraine Davis FOR ORIGINAL, SEE CITY CLERK'S FILE COPY * • Page 10 STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. Will submit if low bidder. ai ea V-�- ASSETS CURRENT ASSETS: Cash In Bank Accounts 8 Rentention Receivable Inventory -Work in Progress Employee Advances Total Current Assets FIXED ASSETS: Machinery 8 Equip. Office Furn g Fix Auto 8 Trucks Totals OTHER ASSETS: Prepaid Taxes Deposits Loan to Officers on Equipment Total Other Assets TOTAL ASSETS LIABILITIES 8 CAPITAL CURRENT LIABILITIES: Accounts Payable Contracts Payable - within 12 mo. Less: Interest Included Accrued Payroll Taxes Total Current Liabilities LONG TERM DEBT: Contracts Payable -over 12 mo. Less: Interest Included CAPITAL: Capital Stock Retained Earnings Net Profit or (Loss) Current Year Total Capital TOTAL LIABILITIES 8 CAPITAL BEBEK CORPORATION Balance Sheet May 319 1970 Cost 10,126.89 615.05 8,841.90 19,583.84 Depr• 674.97 76.15 2,473.94 3,225.06 5,673.24 534.80 1,609.29 168.00 9 11,065.26 33,200.75 29,929.00 440. Net 9,451.92 538.90 6.367.96 117.22 1,265.00 40.320.78 56,782.29 5,138.44 2,675.04 10,000.00 (6,877.65) 64,537.38 A �; .WURKa ..o -, ro ary E oF WPpRr Bf A FACIE CH 75,635.01 16,358.78 41,703.00 133.696.79 64,595.77 1,441.29 67,659.73 133.696.79 JERRY W. LARSEN e"4#sd P444o 4awa Azad . IT030 HIiFlOWE11 BLVD.. , Sil\►\OWER, CALIF BASED UPON THE BOOKS AND RECORDS WITHOUT CONFIRMATION BY AUDIT ., 1;" �' i�Y- �+ 3�'' 1ui, W+ �? bSw61!' ti, tA:' �fi:± ll! Urywl lollriNf�BR� ":9'eiAl@8lL6at���r�3�r�csy�� _ nos, 3 CONTRACT INCOME DIRECT COSTS: Work in Progress, Beginning Materials Direct Labor Payroll Taxes Permits Sub Contract Equipment Rental Workmen Comp. Ins. Union Benefits Supplies & Small Tools Repairs to Equipment Total Less: Ending Inventories Total Direct Costs GROSS PROFIT EXPENSES: Advertising \./ Business Promotion Travel Officer Salaries Office Salaries Utilities Telephone Auto 8 Truck Expense Rent Insurance & Bondina Office Supplies Legal & Accounting Dues & Subscriptions Depreciation Miscellaneous Taxes & Licenses Interest Total Expenses OPERATING PROFIT Interest Income NET PROFIT ti BEBEK CORPORATION Income &.Expense Statement Eight (8) Months Ended May 31, 1970 16,876.34 100,412.85 81,765.68 7,037.56 24.08 21,796.76 22,326.34 3,612.28 8,973.13 46.76 599.16 263,470.94 29.929.00 100.00 1,634.43 678.70 9,900.00 4,008.00 1,085.15 1,135.22 7,473.73 1,760.00 9,820.07 548.48 1,245.00 950.50 2,302.32 225.34 231.45 1.516.18 342,686.95 233.541.94 109,145.01 44.614.57 64,530.44 6.94 64,537.38 JERRY W. LARSEN I "4^" 4x"#d4od • 170368ELLFLOWERSLVO. YELLFLOWER. CALIF. BASED UPON THE BOONS AND RECORDS WITHOUT CONFIRMATION BY AUDIT Page l0a TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For Whom Performed (Detail) Person to Contact Telephone No. Will submit if low bidder B. Qualifications of Bebek Corporation, second low bidder � � Pat Dunigan has also contacted references of Bebek Corporation, his notes are set forth below. 1. Irvine Industrial Complex - Mike Babbitt 833 -1010 Bebek has done 6 - 8 jobs - they would like to have him on every one; very satisfied; Bebek moves in, does work, cleans up, gets out. In case of fiber glass pipe under MacArthur, pipe failed due to supplier's problems; Bebek replaced pipe immediately, is still fighting with supplier, but did not involve Irvine. 2. E. L. White Co. - Chas. Crump 638 -3163 Has used Bevek as a sub - some "deep stuff' very satisfied; has known Bebek to be good contractor for years up in Las Angeles. "Couldn't find a better underground man ". 3. Irvine Ranch Water District - Bob Corn 833 -1223 Bebek has done much for them - completely satisfied - recommends them. 4. _City of Newport Beach - Pat Dunigan 673 -2110 Bebek has done two jobs in the city (for private developers) - one deep (16'), is" VCP below water table and in shale, one 8" VCP in Bayside Drive with traffic. Both jobs very good. 5. Los Angeles County Flood Control District - Mr. McClellan Bebek has done a large amount of deep, large diameter storm drain work for the District. The firm is unusually capable. On one project a number of unforeseen conflicting utilities were discovered. The problem was handled skillfully by Bebek. C O N T R A C T PAGE II THIS AGREEMENT, MADE AND ENTERED INTO THIS lc' (f% DAY OF 190LZ4 BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND BEBEK CORPORATION HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSEITH: 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 Storm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II), C -1287 AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFORE TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALSy 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 LOST 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 DOESHEREBY 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 AGREEMENT. 2/7/67 • . PAGE 12 5. PURSUANT, TO TtJE LABOR CODE OF THE STATE OF CALIFORNIA, THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN. 6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY, THE DIRECTOR OF PUBLIC WORKS2 AND THEIR OFFICERS AND EMPLOYEESO FROM ALL CLAIMS, LOSS DAMAGE, INJURYS AND LIABILITY OF EVERY KINDS NATURE, AND DESCRIPTIONS DIRECTLY OR INDIRECTLY ARISING FROMTHE PERFORMANCE OF THE CONTRACT OR WORKS REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMSO LOSS, DAMAGE, INJURY AND LIABILITYp HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACTS REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF.. THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. e ATTEST: �` � C1�1i3ir �na2t�a - CITY CLERK 1 I! APPROVED AS, TOO FORM: CITY ATTORNEY CITY OF NEWPORT BEACH ALIFOR A BY: MAYOR CONTRACTORJ �J (SEAL) BY: v k. TITLE BY: z 41 TITLE ALTERNATE "B" • ( "B ") PR 1 of 6 ITEM QUANTITY 1, ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE B-1 36 18 -inch (3,000 -D) thick wall Lineal R.C.P. storm drain Feet @ One hundred fifty Dollars and no Cents $ 150.00 $ 5400.00 Per Lineal Foot B -2 276 42 -inch (3,000 -D) thick wall Lineal R.C.P. storm drain Feet @ Two hundred Dollars and no Cents $ di0_(!f1 $ 65.20Q_00 Per Linea Foot B -3 70 4 -inch Polyvinyl Chloride drain Lineal pipe Feet @ Ten Dollars and No Cents $ 10.00 $ 700_00 Per Lineal Foot B -4 Lump Sum Curb inlet, Type OL -A (L =5') per STD- 305 -L, complete in place @ Elewa hundred Fifty -Six Dollars and no Cents $ 1156.00 $ 1156.00 Lump um B -5 Lump Sum Curb inlet, Type OL -A (L =14 ") per STD - 305 -L, complete in place @ Eleven hundred Seventy -five Dollars and no Cents $ 1175.00 $ 1175.00 Lump Sum B -6 Lump Sum Construct grate inlet catch basin with, modified manhole #4 in Alley 21 -B @ N6w hundred eighty. one Dollars and no Cents $ 98100 $ 491.00 Lump Sum B -7 Lump Sum Construct modified manhole #2 @ Two thousand Dollars and no Cents $ 2000•00 $ 2W•00 Lump Sum • • ( "B ") PR 2 of 6 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -8 Lump Sum Construct junction structure #4 - Case 1 @ Two Hundred Fifty Dollars and no Cents $ 250,00 $ 250.00 Lump Sum B -9 Lump Sum Construct junction structure #4 - Case 2 @ Term Durrtwed 3rvrnty Dollars and tto Cents $ 370.00 $ 370.00 Lump um B -10 Lump Sum Modify existing area drain outlet box in alley 21 -B @ Two Hundred Dollars and ho Cents $ V0.00 $ 200.00 Lump Sum B -11 Lump Sum Construct area drain connection box in alley 21 -B @ One twadred twenty -five Dollars and no Cents 125.00 125.00 Lump Sum $ $ B -12 Lump Sum Abandon existing storm drain @ Twelve Hundred Dollars and no Cents $ 1200.00 $ 1200.00 Lump Sum B -13 180 Construct 8 -inch extra strength Lineal V.C.P. sewer main Feet $ Sixty Dollars and rrs Cents $ 60.00 $ 109800.09 Per inea Foot B -14 4 Construct 4 -inch V.C.P. sewer Each laterals and connect to existing @ Four hundred Dollars no and 400.00 1600,00 Cents $ $ er Each • ( "B ") PR 3 of 6 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT : UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -15 2 Construct reinforced manhole Each #2 per STD -402 -L @ Torah. Nvadred Dollars and flpTer Cents $ 1200.00 $ 2400.04 ac B -16 1 Construct reinforced drop Each manhole #2 per STD -402 -L @ Sixteen hundred Dollars and no -Per Cents $ " 1600.00 $ 1600.00 Each B -17 Lump Sum Abandon existing sewer main @ Five bundred Dollars and rto Cents $ 500.00 $ 500•00 Lump Sum B -18 203 Remove and relay existing 6 -inch Lineal A.C.P. water main in alley 21 -B Feet @ Tan Dollars and no Cents $ 10000 $ 2030.00 Per Lineal Foot B -19 Lump Sum Remove and reset existing 6-inch gate valve @ Two hundred Dollars and no Cents $ 200.00 $ ZW.GD Lump Sum B -20 6 Remove and reinstall existing Each 1 -inch service connections @ One Hundred Fifty Dollars and no Cents $ 150.00 $ 9W.00 Per Each B -21 230 Install new 6 -inch asbestos Lineal cement pipe water main Feet @ Ten Dollars and Cents $ 10.00 $ 230D.00 Per Lineal Foot @ Thirtan Dollars and go Cents $ 1300 $ x'745.00 Per Ton B -28 70 Construct asbestos asphaltic Tons concrete surfacing @ Twenty -three Dollars and Cents $ 23.01 $ 1610.00 er P Ton "B ") ( PR 4 of 6 .................. ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -22 316 Install new 8 -inch asbestos Lineal cement pipe water main Feet @ Twelve Dollars and no $ 12.l $ 3742.00 er inea oot B -23 1 Install new 6 -inch gate valve Each @ Two Hundred Dollars and Cents $ 10.5 $ 206.00 M.00 Per Each B -24 2 Install new 8 -inch gate valve Each @ Three Hundred Dollars and no Cents $ 300.00 $ 600.00 Per ac B -25 12 Install new 1 -inch water services Each @ is uindru; Fifty Dollars and 30 Cents $ "150:00 " $ 1600.00 Per Each j B -26 2 Install new fire hydrant assembly Each @ !Fine Hundred Fifty Dollars and no Cents $ MAO $ 1400.00 er Each B -27 365 Construct asphaltic concrete Tons base course @ Thirtan Dollars and go Cents $ 1300 $ x'745.00 Per Ton B -28 70 Construct asbestos asphaltic Tons concrete surfacing @ Twenty -three Dollars and Cents $ 23.01 $ 1610.00 er P Ton • • ( "B ") PR 5 of 6 ITEM QUANTITY ITEM DESCRIPTION - UNIT - TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -29 375 Construct variable thickness Square asphaltic concrete patching Feet @ One Dollars and Twenty Cents $ 1.20 $ 450.00 Per Square Foot B -30 920 Construct 4 -inch thick asphaltic Square concrete pavement Feet @ ?it Dollars and Flghty Cents $ .'10 $ 736.00 Per Square Foot B -31 -350 Construct 6 -inch and variable Lineal C.F. Type "A" curb and gutter Feet @ Three Dollars and :t;, Cents $ 3.±19 $ 1050.00 Per Li nea root B -32 120 Construct 4 -inch thick Square P.C.C. sidewalks Feet @ One Dollars and Twenty Cents $ 1.20 $ 144.00 Per Square Foot B -33 525 Construct 6 -inch thick P.C.C. Square drive and garage approach Feet @ One Dollars and Twenty Cents $ 1.20 $ 630.00 Per Square Foot B -34 5580 Construct 6 -112 inch thick Square P.C.C. alley pavement Feet @ One Dollars and Twenty Cents $ 1.20 $ 66" Per Square Foot ITEM B -35 • • ( "B ") PR 6 of 6 QUANTITY ITEM DESCRIPTION UNIT. TOTAL AND UNIT UNIT "PRICE WRITTEN IN WORDS PRICE PRICE 2 Each B -36 60 Square Feet B -37 2 Each Construct 6 -1/2 inch thick P.C.C. alley approach over 4 -inch aggregate base @_Two Hundred Eighty -five Dollars and no Cents er Each Replace or adjust walks and landings to grade @ oft Dollars and Cents er Square Foot Install survey monuments @ Ow Hundred Dollars and Cents "Per Each TOTAL PRICE WRITTEN IN WORDS: fine Hundred Sixty! Thimmnd Two Hundred Eighty- Dollars and two dollars and ao coats Cents $ ZES.CD $ 570.00 $ 1.20 $ 72.00 $ 100.00 $ 200.00 $ 1169282.00 I II III IV V VI VII VIII IX X XI XII INDEX TO SPECIAL PROVISIONS FOR STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) CONTRACT NO. 1287 SCOPE OF WORK COMPLETION OF WORK AWARD OF CONTRACT PAYMENT CONSTRUCTION SURVEY STAKING TRAFFIC CONTROL AND ORDER OF WORK NOTICE TO RESIDENCES RESTORATION OF EXISTING IMPROVEMENTS EXISTING UTILITIES WATER SUBSURFACE INVESTIGATION STORAGE YARD XIII CONSTRUCTION DETAILS 1, PAVEMENT REMOVAL, EXCAVATION, AND SUBGRADE PREPARATION 2. PIPE CONSTRUCTION AND RELATED STRUCTURES A. GENERAL B. STORM DRAINS AND APPURTENANCES C. SEWER MAINS D. WATER MAIN 3. PORTLAND CEMENT CONCRETE IMPROVEMENTS A. GENERAL B. PORTLAND CEMENT CONCRETE ALLEY PAVEMENT C. CROSS GUTTERS, SPANDRELS, CURB AND GUTTER D. ALLEY APPROACHES 4. ASPHALTIC CONCRETE CONSTRUCTION A. ASPHALTIC CONCRETE BASE COURSE B. ASBESTOS ASPHALTIC CONCRETE SURFACING C. ASPHALTIC CONCRETE PATCHING 5. ADJUSTMENT OR REPLACEMENT OF WALKS AND LANDINGS 6. ADJUSTING MANHOLES, UTILITY BOXES, VALVE COVERS, TO FINISHED GRADE 7. FILLING ON PRIVATE PROPERTY IN ALLEY 21 -B 8. VARIABLE HEIGHT REDWOOD HEADERS 9. SURVEY MONUMENTS PAGE NUMBER 2 2 2 2 3 3 K3 3 3 4 4 4 4- 5 6 6 7 7 8 8 8 8 8 9 11 11 11 12 12 12 • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR • SP 1 of 12 STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) CONTRACT NO. 1287 I. SCOPE OF WORK The work to be done under this contract consists of constructing one of the following alternates: Alternate "A" consists of the construction of a main line storm drain, sewer main, and reconstructing street improvements in Dahlia Avenue and First Avenue; constructing a lateral storm drain and sewer main in alley number 21 -B; constructing water main and reconstructing alley pavement in alley numbers 21 -B and 21 -C; and replacing the water main in First Avenue as shown on the plans. Alternate "B" consists of the construction of a main line storm drain and sewer main in First Avenue and alley number 21 -B; reconstructing street improvements and replacing a water main in First Avenue; replacing a water main and reconstruction of alley pavement in alley numbers 21 -B and 21 -C as shown on the plans. The contract requires completion of all work in accordance with these Special Provisions, the City's Standard Specifications, the Plans (Drawing Numbers D- 5057 -S, R- 5179 -S, A- 5045 -S, and S- 5037 -S), the City's Standard Drawings and Special Provisions, and applicable portions of the State of California Standard Specifica- tions, January 1969. The City's Standard Specifications are the Standard Specifications for Public Works Construction, 1970 Edition. The City's Standard Special Provisions and Standard Drawings may be obtained at the Public Works Department for a fee of $2.00. II. COMPLETION OF WORK The Contractor shall complete all work on the contract within 120 consecutive calendar days after the date the City executes the contract. III. AWARD OF CONTRACT Bidders should submit bids for both Alternate "A" and Alternate "B ". Award of the contract will be made on either Alternate "A" or Alternate "B" The City reserves the right to award the contract on the basis of either Alternate "A" or Alternate "B ". SP 2 of 12 IV. PAYMENT e' Payment for incidental items of work, not separately provided for in the proposal, shall be included in the price bid for the various items of work and no additional compensation will be allowed. V. CONSTRUCTION SURVEY STAKING Field surveys for control of construction and setting of monuments shall be the responsibility of the Contractor. All such surveys including construction staking shall be under the supervision of a California Licensed Surveyor or Civil Engineer. Staking shall be performed on all items ordinarily staked at intervals normally accepted by the City and trades involved. Payment for construction survey staking shall be considered as included in the various items of work and no additional allowance will be made therefor. VI. TRAFFIC CONTROL AND ORDER OF WORK The Contractor shall provide traffic control in compliance with Section 7 -10 of the Standard Specifications, except as noted below. The Contractor shall submit a written proposed plan of traffic control to the engineer for his approval concurrently with the written construction schedule as specified in Section 6 -1 of the Standard Specifications. The Contractor shall arrange his street construction in such a manner that minimum detouring of through traffic on Carnation at First Avenue will be required. Initially, the Contractor shall construct the mainline sewer and storm drain in First Avenue in Alternates "A" and "B" and Dahlia Avenue in Alternate "A ". The properties located at 2501, 2515, and 2517 Bayside Drive have sole vehicular and pedestrian access from First Avenue through Alley No. 21 -C. The property located at the northwest corner of First Avenue and Dahlia Avenue will also be denied vehicular access during storm drain, sewer, and street construction in Alternate "A ". The Contractor shall attempt to minimize the durations of inaccessibility of vehicles in these areas during the construction. He shall also provide safe pedestrian access to these areas during the entire construction. The Contractor shall provide vehicular access from Second Avenue through Alley 21 -B to all the properties fronting the west side of Dahlia Avenue between First and Second Avenues during storm drain, sewer and street construction in First and Dahlia Avenues. Vehicular access from First and Dahlia Avenues shall be resumed to these properties and the residence at 2520 First Avenue prior to commencing any construction in Alley 21 -B. Prior to the closure of Dahlia Avenue southerly of First Avenue for street construction, vehicular access shall be provided to Alley 21 -C. VII. NOTICE TO RESIDENCES The City will mail a preliminary notice to all residences to be affected by this work. Between 40 and 55 hours prior to closing a street or alley to vehicular traffic, the Contractor must, with utmost care, distribute to each and every residence, a notice prepared by the City, stating when the work will begin and approximately when the street or alley will be restored to normal passenger vehicular SP 3 of 12 use. Errors,in,dfstribution, false starts, acts of God, or other alterations of the schedule will require renotification, using an explanatory letter prepared by the City and distributed by the Contractor. The same notification procedure must be followed by the Contractor 3 to 5 hours before shutting off water service. VIII. RESTORATION OF EXISTING IMPROVEMENTS Restoration of existing improvements shall conform to Section 7 -9 of the Standard Specifications. The Contractor shall be responsible for replacing all landscaping and sprinklers damaged or removed during construction. The materials and plant species used for replacement shall be the same or equal to those damaged or removed. The cost of protecting and restoring landscaping and fences, including relocation of underground sprinkler lines, shall be included in the unit price bid for other items of work and no separate or additional compensation will be allowed. IX. EXISTING UTILITIES Utilities shall be investigated, protected or relocated in accordance with Section 5 of the Standard Specifications. The Contractor shall be responsible for providing temporary water and sewer service to properties adjacent to the work. X. WATER The Contractor shall make his own provisions for obtaining and applying water necessary to perform his work. If the Contractor desires to use available City water, it shall be his responsibility to make arrangements for water purchases by contacting the City's Utility Superintendent, Mr. Tom Phillips, at (714) 673 -2110, extension 267. XI. SUBSURFACE INVESTIGATION The log of test borings data is included in the plans for the Contrator's information only. The City does not guarantee soil moistures, strata, or classifications at other locations or depths not investigated within the work areas. A copy of the subsurface investigation report is available for review at the Public Works Department office. The Contractor may wish to perform subsurface soil investigations prior to submitting a bid or performing the work. XII. STORAGE YARD A storage yard, at the corner of Dahlia and 5th, is available for the Contractor's use. The Contractor shall maintain the yard in a neat and orderly manner. Upon completion of the contract, the Contractor shall clean and return the yard to its original condition including repairs to the pavement as required. • SP4of12 XIII. CONSTRUCTION &T•AItS 1. Pavement Removal, Excayation,:and'Subgrade Preparation Existing portland cement concrete or asphalt concrete improvements to be removed shall be sawcut along property lines, join lines, at the locations beyond property lines as shown on the Plans, or as directed by the Engineer. Final removal at the sawcut lines may be accomplished by the use of jack- hammers or sledge - hammers. It is emphasized that edges created by other means or final removal accomplished by other means will not be acceptable, and hard blow pavement breakers, such as stompers, will not be permitted on the job. The cost of roadway excavation subgrade preparation, cut and fill slope grading, and all miscellaneous earthwork shall be considered as included in the unit prices bid for other items of work and no additional compensation will be allowed therefor. All existing and temporary pavement to be removed and all material to be excavated from both trench and street areas down to the subgrade plane shall become the property of the Contractor. It shall be his responsibility to dispose of the material away from the job site in a manner and at a location acceptable to all cognizant agencies. The Contractor shall prepare the subgrade by scarifying, cultivating, watering or drying, and compacting the road bed to a depth. of 6 inches in conformance with Subsection 301 -1.2 of the City's Standard Specifications. The relative compaction of the top 6 inches of the subgrade material shall be a minimum 90 %. These requirements will be valid regardless of the moisture content of the subgrade soils. 2. Pipe Construction and Related Structures A. General In lieu of ,open trenching, all or any portion of the pipeline work may be tunneled or jacked at the contractor's option as'provided in Section 306 -1.1 of the Standard Specifications.. Jacking or tunneling operations shall conform to Section 306 -2.4 through 306 -2.5.8 of the Standard Specifications, except that the cost of jacking or tunneling shall be at the unit price for that portion of pipeline or conduit installed within the casing or tunnel. If the contractor elects to exercise this option, a- portion of the reconstruction of existing surface and subsurface improvements may be omitted in Alley 21 -B and in First and Dahlia Avenues, resulting in a quantity reduction in several contract items. The reduction of these quantities shall not be governed by Section 3 -2 of the Standard Specifications and no adjustment in the contract unit price will be allowed. Storm drain,sewer and water main bedding and backfill shall be placed to the street subgrade line as shown on the Plans. The sand bedding material under the pipe shall have a minimum sand equivalent value of 40. A portland cement and sand slurry mixture shall be: used as a backfill material around all storm drain pipe to one foot over the top • • SP 5 of 12 of pipe,,as, shown on the Plans. Each cubic yard of the cement sand slurry mixture shall be composed of one 94 -pound sack of Portland cement and an aggregate consisting of rock dust and plaster sand or sands of similar nature per cubic yard. The mixture design and water content shall be such as to aid backfill consolidation around the pipe and to prevent any future settlement. Special care shall be taken to insure that all voids are completely filled with the slurry mixture. Backfill material in all pipe trenches and-associated structures shall be placed and compacted in accordance with Section 306 of the Standard Specifications, except that water densified backfill including jetting as specified in Section 306 -1.8.2 will not be permitted. All native materials excavated from the storm drain, sewer and water pipe trenches and associated structures not used for backfill will become the property of the Contractor and shall be hauled and disposed of away from the job site as it is excavated. Existing storm drains and sewer mains to be abandoned shall be filled with sand, and the ends brick and mortar sealed in accordance with Section 306 -3.1 of the Standard Specifications. The existing sewer manhole located on private property between Lot 11 and Lot 13 (427 and 433 Dahlia Avenue) shall be abandoned and filled with sand. All of the existing manholes, inlets and junction structures, storm drain pipe and sewer mains in line with the new storm drains shall be removed. B. Storm Drains and Appurtenances The Contractor shall provide for continuous flow of storm and nuisance water during the progress of the work by constructing temporary berms, channels, sandbags, etc. to avoid damage to adjacent properties. Reinforced concrete pipe joints shall be mortared on the inside and outside. Local area drains shall be constructed of 4 -inch diameter rigid plastic drain pipe as manufactured by Carton Products Corporation, Compton, California, or an approved equal. Concrete pipe collar connection conforming to City of Newport Beach Standard Drawing 313-L shall be used to connect the new storm drain to the existing storm drain on Dahlia Avenue. The unit price bid per lineal foot of storm drain pipe shall be in accordance with Section 306 -2.3.8 of the Standard Specifications including bedding, cement slurry and sandbedding materials, pipe collars, etc., and all other necessary work and materials required to construct the operative storm drains; excluding curb inlets, alley inlets, junction structures, and temporary and permanent trench resurfacing. • • SP 6 of 12 The l&np'sum unit price bid for each junction structure, and each curb inlet structure, and modified manhole No. 2 shall be in accordance with Section 306 -2.3.8 and as shown on the Plans including all connections to the new and existing storm drains. C. Sewer Mains The bottom of the manhole Alternate "A" at street station 6 +5920 Dahlia Avenue shall be modified by cutting a new channel in the base to accommodate the diversion of sewage flows. A rich concrete mortar topping shall be placed over all cut edges. The unit price bid per lineal foot for 8 -inch vitrified clay pipe sewer main shall be in accordance with Section 306 -2.3.8 and shall include all piping, the drop connection, excavation, bedding, backfill and modifications to the manholes as stated herein and as shown on the Plans including all materials and work required to construct the new operative sewer main. The unit price bid per lineal foot for 4 -inch diameter vitrified clay pipe sewer lateral house connections shall be in accordance with Section 306 -2.3.8 except for the sewer laterials at 427 and 431 Dahlia. It is not known at this time if the sewer lateral to 431 Dahlia Avenue (Lot 11 and portion of Lot 9) sewers directly into the existing mainline sewer traversing private property or if a lateral sewers directly into the alley behind 431 Dahlia Avenue. The price bid for 4 -inch diameter vitrified clay pipe sewer lateral house connection to 431 Dahlia shall take into consideration that this bid item may be removed from the contract as determined by the engineer. The deletion of this item shall be applied at the price bid and shall not be governed by Sections 3-2 and 3 -3 of the Standard Specifications, D. Water Main 1. Asbestos Cement Pipe Water Mains The price bid per lineal foot for asbestos cement water mains shall include excavation, backfill, tees, crosses, elbows, reducers, joint couplings, thrust blocks, anchor blocks, and other miscellaneous appurtenances, slope protection, landscaping replacement, etc., required to construct the operative water mains, excluding gate valves and temporary trench resurfacing. The City's Utility Division shall be notified at least 24 hours in advance of the need to shut down any existing water main. 2. Fire Hydrant Assemblies The unit price bid for fire hydrant assemblies shall include the fire hydrants, risers, elbows, ring tite flanged gate valves, thrust blocks and pipe required to connect the assembly to the gate valves and water main, as shown on the plans and as per City of Newport Beach STD - 500 -L. 3. Water services • SP 7 of 12 New one -inch copper water services (per City of Newport Beach STD - 501 -L) shall be installed to all vacant lots, to existing and relocated water meters in the alleys, to existing water meters in the street areas, and installed for air release purposes. The City will relocate the water meters that are not presently adjacent to the alley right of way line to the alley right of way line prior to the starting of the Contractor's work. The relocated water meters will be connected by a temporary service connection installed by the City. After the Contractor has connected the new water service lateral to the newly relocated water service, he shall return the temporary water service connection previously installed by the City to the City's Utility Division. 3. Portland Cement Concrete Improvements A. General Portland cement concrete furnished for structures and their appurtenances shall be 6.0 -B -3000. Portland cement concrete furnished for construction of all alley pavement, alley approaches, garage approaches, sidewalks, retaining walls, thickened edges, and trench patching shall have a B or C gradation and shall attain a minimum modulus of rupture of 60D.psi (tested in conformance with ASTM designation: C78 -49) within 28 days after placement. Portland cement concrete shall be securely barri- caded immediately after placement and no vehicular traffic will be allowed thereon until beam tests yield a minimum modulus of rupture of 450 psi. In view of the portland cement concrete strength requirements described above and the schedule of work limitations.described in Sections II and VI of these Special Provisions, the Contractor may find it necessary to add additional cement, use special aggregates, or use admixtures to meet the specifications. The intent of these Special Provisions is that the Contractor prepare his bid in conformance with these strict limitations and no additional compensation will be allowed for the extra materials that may be required to meet these conditions. The Contractor will be permitted to use concrete pumping methods to facilitate concrete placement. All sidewalk or drive approaches that extend beyond the street or alley right of way shall be deeply scored at the right of way line. Portland cement concrete garage approach and sidewalk sections shall be placed separately from portland cement concrete alley pavement. B, Portlhd`Cement Concrete Alley Pavement • SP 8 of 12 Contact joints shall be constructed in conformance with the City of Newport Beach Drawing No. STD - 116 -L. Street. joints shall be constructed where shown on the Plans. Alley joints shall be constructed in conformance with City of Newport Beaff Drawing No. STD - 118 -L. Special care shall be taken to locate weakened plane joints at water meter boxes, power poles, and all other critical locations. A 12 -inch wide smooth trowel surface shall be constructed along the flow line (centerline) of each alley. The remainder of the alley surface shall be light broom finished. C. Cross Gutters, Spandrels, Curb and Gutter The unit price bid for Portland cement.concrete cross gutters and spandrels shall include the curb returns adjacent to the spandrels and the 4 -inch aggregate bedding. The unit price bid for 6 -inch and variable curb face "Type A" Portland cement concrete curb and gutter shall.include all curb and gutter regardless of the curb face height excluding curb returns adjacent to spandrels. D. Alley Approaches Portland cement concrete alley approaches shall be constructed in accordance with the City of Newport Beach.Drawing No. STD -106 -L with the following exceptions: 1. Portland cement concrete shall be 6;1 inches thick instead of 6 inches thick. 2. Curb return radii shall be as shown on the Plans. The cost of constructing the 4 -inch thick layer of aggregate base shall be included in the unit price bid for each alley approach to be constructed. 4. Asphaltic Concrete Construction A. Asphaltic Concrete Base Course The asphalt concrete to be furnished and placed for the lower 8 -inch (base course) of the new street pavement section shall be III -B2 -85 -100 in conformance with Section 400 -4 of the City's Standard Special Provisions. The 8 -inch base course shall be placed in two layers; each having a compacted thickness of four (4) inches. Prime coat will not be required on the prepared subgrade. The tack coat in conformance with Subsection 302 -5.3 of the City's Standard Specifications shall be applied to the existing asphalt concrete surfaces, and between the base course and the surface course. • SP 9 of 12 The Cdrntractor shall provide the types and numbers of rolling equipment as required in Sections 39 -5.02 and 39 -5.03 of the State Standard Specifications. Spreading and compacting shall be in conformance with Section 39 -6 of the State Standard Specifications.or as directed by the Engineer, except that motor graders will not be allowed for spreading. Special attention is directed to the construction of longitudinal joints as specified in the eighth paragraph of Section 39 -6.01. When the pavement cross section does not permit longitudinal joint spacing as specified above, the joints between courses shall be offset not less than 0.5 foot alternately to a pattern approved by the Engineer. The following compaction procedures will be required for the base course, unless the Engineer directs otherwise: 1. Initial rolling shall proceed directly behind the spreader and shall consist of two complete coverages of the asphalt mixture, and shall be performed with a 2 -axle or 3 -axle steel -tired tandem roller. Such rollers shall weigh not less than 10 tons. A motor grader shall trim and shape the layer immediately after completion of initial rolling. Additional material may be end dumped as required to fill low areas. 2. Additional rolling shall proceed directly behind the motor grader and shall consist of four complete coverages with a pneumatic roller as specified in the Standard Specifications or allowed by the Engineer. Such rollers shall weigh not less than 12 tons. A complete coverage will be 2 passes of the roller in the same roller width. 3. Rolling shall commence at the center of the pass and work toward the edges. The intent of these specifications is to have all breakdown and additional rolling performed while the mixture is sufficiently hot to facilitate satisfactory compaction. The Engineer will, therefore, vary paving rates as necessary or require additional compaction equipment, in order to insure adequate compaction of a hot mixture. Asbestos - Asphaltic Concrete Surfacing The 12 -inch asbestos- asphaltic concrete surfacing shall not be placed until all of the asphaltic concrete base course is constructed. Asbestos - asphaltic concrete surfacing shall be Type III -C2-85 -100 using paving grade asphalt and conforming to Section 400 -4 of the Standard Special Provisions and as hereinafter modified. The asphalt binder mixed with mineral aggregate shall be between and 9.5% by weight of the dry aggregate. The amount and grade of asphalt binder to be mixed with the aggregate will be determined the Engineer. 8.5% by • SP 10 of 12 .Y •1• Chrysotile Coalinga asphaltic asbestos fiber, as manufactured by Johns - Manville Corporation, or approved equal fiber shall be added to the mixture of asphaltic concrete,at the rate of 2% by weight of the dry aggregate. The asbestos fiber shall conform to the following standards: Ro -Tap Test (100 grams - 3 minutes) +65 mesh - 40% minimum Qama Wet Wash 200 mesh - 20% minimum Penetration Efficiency 70 -95% While stored at the batch plant site, the asbestos shall be given suitable protection from moisture. Any asbestos which is wet or damp shall be rejected. Proportioning and mixing shall conform to Section 203 -6.4 through 203 -6.7 of the Standard Specifications. The mixture shall consist of the following: Materials Percent by Weight Aggregate (including filler materials 88.5 to 89.5 Asphaltic Binder 8.5 to 9.5 Asbestos 2.0 Asbestos fiber shall be added to the mixer from the weight bin through an inspection plate in the pug mill mixing chamber. After the asbestos fiber is added to the dry aggregate, they shall be dry mixed for a minimum of 10 seconds at which time the asphalt may be added. The combined aggregate, asbestos, and asphalt shall then be wet mixed for an additional 30 seconds minimum. The asbestos asphaltic concrete mixture shall have a temperature of 3100 F to 3500 F at the time of discharge from the mixer. The mixing operations shall be performed in a manner that will provide a homogenous, uniform mixture of asphalt, aggregate and asbestos fibers throughout all material delivered to the job site. Streaks and /or pockets of asbestos shall be considered as evidence of inadequate mixing or other malfunction, and materials containing such streaks or pockets will not be accepted by the Engineer. Unacceptable material shall be removed from the project and disposed of by the Contractor at no expense to the City. The asbestos asphaltic concrete mixture shall be covered when transported from the batch plant to the paving machine to assure uniform temperature control; uncovered loads arriving at the project location will be subject to re�ection. The mixture shall not be less than 3000 F and not more than 340 F when delivered to the paving machine at the project site. Any material delivered to the project at less than 3000 F will be automatically rejected. e SP 11 of 12 1. A SS -lh liquid asphalt tack coat shall be applied at the rate of 0.04 to 0.80 gallons per square yard to the asphaltic concrete base course prior to placing the asbestos asphaltic concrete. The Contractor is cautioned that asbestos - asphaltic paving mixtures set up at higher temperatures than normal asphaltic concrete mixtures and every effort shall be -.ade to compact the mat as close as practical to paving machine while the material is in a compactible condition. No mixture shall be placed on the grade unless the atmospheric temperature is at least 500 F and rising. The minimum rolling equipment required shall consist of one pneumatic - tired breakdown roller and two steel - wheeled rollers all equipped with scrapers to prevent the mixture from sticking to the rollers. The breakdown rollers shall proceed immediately behind the paver. Standing of the rollers on the newly - placed asbestos- asphaltic concrete mat will not be permitted. Backcasting after a pass has been made by a roller or so- called "skin patching" of the surface will not be permitted. C. Asphaltic Concrete Patching, Etc. Asphaltic concrete used for variable thickness asphaltic concrete pavement, and miscellaneous patching shall be constructed with Type III -C3 -85 -100 asphaltic concrete. 5. Adjustment or Replacement of Walks and Landings Brick, flagstone, concrete, etc. walks and landings adjacent to the existing curb and gutters and driveways shall be adjusted or replaced in kind to meet the grade of the new construction. 6. Adjusting Manholes, Utility Boxes, Valve Covers, etc, to Finished Grade Prior to construction, the Contractor and the Engineer will determine what utility boxes and /or covers, etc. are broken and not salvable. Cracked water meter boxes shall be salvaged and reset by the Contractor. Badly broken or shattered water meter boxes will be replaced by the City and reset by the Contractor. Utility boxes, water meter boxes and /or covers, etc., broken as a result of the Contractor's operations, shall be replaced at the Contractor's expense. All sewer manholes, utility boxes, valve covers, etc., shall be reset to the existing adjacent pavement surfaces. Utility boxes, structures, etc., located in asphaltic concrete areas shall be adjusted after the asphaltic concrete has been placed. The cost of adjusting these facilities to grade shall be included in the price bid for the various items of work and no additional payment will be made. SP 12 of 12 7. Filling on Private Property in Alley 21 -B The Contractor shall utilize the top soil excavated from storm drain construction to fill the approximate limits as shown on the plan.in Lots 426, 428, and 430 Carnation Avenue and in Lot 427 Dahlia. The fill shall be gradually sloped from existing ground to meet the new alley grade profile. Existing fencing shall be adjusted to the new grade. Existing shrubs shall remain in place and be trimmed to accommodate the fill. Existing ice plant ground cover shall be replanted. The cost of performing this work shall be included in the various items of work and no additional payment will be allowed. 8. Variable Height Redwood Headers Two -inch thick variable height redwood headers shall be constructed as shown on the Plans. The headers shall be constructed to a depth that will provide adequate protection to existing fences and retention of adjacent soil. Any damages to existing improvements on private property resulting from the Contractor's operations shall be corrected at the Contractor's expense. The cost of constructing variable height redwood headers shall be included in the various bid items of work and no additional payment will be allowed. 9. Survey Monuments Survey monuments shall be constructed in accordance with City's Standard Drawing STD - 113 -L. Field staking for the installation of survey monuments will be performed by the City. r 6 6 TO. CITY COUNCIL FRONT: Public Works Department SUBJECT: STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) C -1287 RECOMMENDATIONS: 1. Approve the Plans and Specifications. July 27, 1970 2. Authorize the City Clerk to advertise for bids to be opened at 10:00 A.M., August 18, 1970. DISCUSSION: The existing storm drai n Avenue, Carnation Avenue, Second across private property along th e some lots there are easements fo r are located over the drain on so The existing pipe ranges have adequate capacity to handle flooding has occurred in the past one location on private property. in the block in Corona del Mar bounded by First Avenue, and Dahlia Avenue traverses the block diagonally line of the original natural drainage course. On the drain and on others there are none. Structures me of the lots. in diameter from 24 inches to 36 inched, and does not flow from high intensity, long duration storms. Some . In addition, the drain has failed structurally in On July 13, 1970, the Council directed the staff to prepare alternate designs for the currently budgeted drainage project. Two alternates have been prepared. The first alternate would provide for the abandonment of the entire under- capacity drain, relocating it into First Avenue and Dahlia Avenue, and provide a small iameter drain in the alley for local drainage. The second alternate would intercept th main line drain in the alley and relocate the westerly portion of it into the alley and First Avenue. This alternate would enable abandonment of the drain section where the structural failure has occurred, where most of the existing structures overlying the drain are located, and where the greatest capacity restriction exists; however, the existing under - capacity drain would remain in service between the alley and Dahlia Avenue. Under both alternates, sanitary sewer relocation, water line reconstruction, and street and alley reconstruction would be required. The estimated contract costs are: Alternate A: Storm Drain and Appurtenances Sewer Main and Appurtenances Water Main Replacement Street and Alley Reconstruction Total APPROVED BY CITY COUNCIL DATE % °2-:? - ?o $ 124,000 22,000 14,000 28,000 $ 188,000 4 Page Two July 27, Subject: 1970 Storm Drain and Miscellaneous Improvements - (Fernleaf Storm Drain, Phase II) Alternate B: Storm Drain and Appurtenances $ 87,000 Sewer Main and Appurtenances 16,000 Water Main Replacements 12,000 Street and Alley Reconstruction 17;200 Total $ 132,000 Available funding is as follows: Construct Phase II of the Fernleaf Drainage System (Account No. 02- 3497 -225) $ 110,000 Reconstruct Sewer at First Avenue and Dahlia (Account No. 02- 5597 -230) $ 15,000 Water Main Replacement Program (Account No. 50- 9270 -074) As Required Street and Alley Reconstruction and Resurfacing (Account No-. 02- 3370 -232) As Required Further recommendations will be made when bids are received and costs of the alternates are more accurately known. Due to rising construction costs and the unusual nature of the project, it is difficult to.estimate the cost of certain items of the work. It should be pointed out that additional funding may be necessary depending.on the bids received and the alternate eventually selected. The work will be performed by a private contractor. The plans were prepared by the City. The estimated date of completion is January 1, 1971. Sketches are attached for reference showing the allternates. �� 17r33N J seph T. Devlin Public Works Director ELM /bg Att. 1 I ! r 13 w �i 4�Q I� !I l t New .II,/I �•• -� � �____ PQQP05B0 ,�VE�w B" JYC• O serw�p 1 I } ! QL TERVoA TE 'trA r� jj August 24, 1970 TO: CITY COUNCIL FROM: Public Works Department 3-A �%77 rg- SUBJECT: STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS�yiv (Fernleaf Storm Drain, Phase II) C -1287 L" AUG is, G 2 4 1970 RECOMMENDATIONS: Adopt a resolution awarding the contract to Bebek Corporation for $116,282.00 (Alternate "W') and authorizing the Mayor and the City Clerk to execute the contract. DISCUSSION: The existing storm drain in the block in Corona del Mar bounded by First Avenue, Carnation Avenue, Second Avenue, and Dahlia Avenue traverses the block diagonally across private property along the line of the original natural drainage course. On some lots there are easements for the drain and on others there are none. Structures are located over the drain on some of the lots. The existing pipe ranges in diameter from 24 inches to 36 inches, and does not have adequate capacity to handle flow from high intensity, long duration storms. Some flooding has occurred in the past. In addition, the drain has failed structurally in one location on private property. On July 13, 1970, the Council directed the staff to prepare alternate designs for the project. Two alternates have been prepared. Alternate "A" provides for the abandonment of the Entire under - capacity drain, relocating it into First Avenue and Dahlia Avenue, and provides a small diameter drain in the alley for local drainage. Alternate "B" intercepts the main line drain in the alley and relocates the westerly portion of it into the alley and First Avenue. Alternate "B" would enable abandonment of the drain section where the structural failure has occurred, where mo t of the existing structures overlying the drain are located, and where the greatist capacity restriction exists; however, the existing under - capacity drain would remain in service between the alley and Dahlia Avenue. Under both alternates, sanitary sewer relocation, water line reconstruction, and street and alley reconstruction are required. The following five bids for the project were received and opened in the office of the City Clerk at 10:00 A.M. on August 18, 1970: BIDDER ALTERNATE "A" ALTERNATE "B" R. L. Farmer, Santa Ana $158,717.50 $ 87,405.00* Bebek Corporation, City of Industry 177,097.00 116,282.00 Joe E. Long and Lomar Corp.,Huntington Beach 199,673.02 136,989.50 L. Castillo and Son. Escondido 247,527.13 153,471.74 Salata Inc., Stanton 258,751.50 155,307.25 * Corrected total, based on extensions of unit prices, the proposal total was $100,243.00. Page 2 0 August 24, 1970 Subject: Storm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II) C -1287 The low bid on Alternate "A" is 15.6% less than the engineer's estimate of $188,000.00, the second low bid is 5.8% less than the estimate. The low bid on Alternate "B" is 33.8% less than the engineer's estimate of $132,200.00, the second low bid is 12% less than the estimate. Award of the contract under Alternate "B" rather than Alternate "A" is recommended because of the significant cost differential. However it must be recognized that the Alternate "B" design does not provide as great a degree of protection as does the Alternate "A" design. Award of the contract to the second low bidder rather than the low bidder is recommended because a check of the low bidder's references discloses that he does not appear to have sufficient experience in performing work of the type and difficulty involved in this project. (Much of the storm drain is approximately 26 feet deep, some rock excavation is required, and working room is limited The consequences of failure to adequately perform the work could be serious, involving not only a great deal of inconvenience to the public, but also a possibility of substantial property damage. The amount of working time remaining before the rainy season is limited. A check of the second low bidder's references discloses that the firm is well qualified to do the work. Available funding is as follows: Construct Phase II of the Fernleaf Drainage System (Account No. 02- 3497 -225) $ 110,000 Reconstruct Sewer at First Avenue and Dahlia (Account No. 02- 5597 -230) 15,000 Water Main Replacement Program (Account No. 50- 9270 -074) As Required Street and Alley Reconstruction and Resurfacing (Account No. 02- 3370 -232) As Required A cost breakdown for the two alternates and for the two lowest bidders is as follows: Plans were prepared by the City. The estimated date of completion is January 5, 1970. Sketches showing the alternates are attached for reference. Jh? evlin u s Director N g Att. R. L. Farmer Bebek Corp. Alt. "A" Alt. "B" Alt. "A" Alt. "B" Storm Drain , Sewer Main 24,013 8,870 33,202 16,900 Water Main 10,294 10,245 15,306 13,722 Street & Ally 27,167 21,490 25,862 16,903 Plans were prepared by the City. The estimated date of completion is January 5, 1970. Sketches showing the alternates are attached for reference. Jh? evlin u s Director N g Att. rdo :du.. 2 VAT. '4u- I, fr o� § 4ja It AffE�7f 0A',00IW4 AJ AVO.' 04=/ offo4 6rOoleN ORAW'100AM�5EZ) I C., 40 110 I L P4 JANT r.vew.y A, dam A2 ST 4 Z TERX1,4 TE-. "B 57-OAO'" 4C)AOdIIU 401/50*' dr1wI4r-I20 v1dCo/w4eW 75 041 �Z lod 4,00UZ2. F=IR67" .. � V415 K,4=eA47lVL e.4 1= 97 0,00. Z22AbU',Owq,46.=.r) 7e 4. John tebek, Contractor 16442 Construction 'day West Santa Ana, California 92705 oil C -/) C -7 October 14, 1970 Subject: Storm Drain and Miscellaneous Improvements, C -1287 Gentlemen: Enclosed are four preliminary prints of t.rie proposed extension of the Fernleaf Storm Drain downstream from the and of the curve at Station 0;20.15 (upstream face of your present jacking pit) to the junction structure in the middle of the Begonia Park northerly of Bgyside Drive. Please submit a written proposal for constructing a 42 -inch R.C.P. storm drain extension under the following conditions: I. All work shall be in accordance with the city's Standard Specifications and the contract Special Provisions with the following additions and exceptions: 1. Sand backfill to l' over the top of the pipe may be used in the park area in lieu of cement sand slurry mixture. 2. The top 1 to 11 feet of top soil and sod in the trench excavation width in the park area shall ue removed, stock piled and utilized for the top lift of backfill. 3, backfill shall be compacted and graded level w10 existing ground elevations. 4. All construction materials (rock, cement, etc.) shall be removed from the construction area and adjacent turfed areas. II. Storm drain pipe strengths shall conform to the strengths shown on the plans and as available per our telephone conversation on October 6, 1970, III. The contractor shall make an effort to minimize the damage to park turfed areas by reducing to an absolute minimum his trench, spoil, material stockpile and equipment widths. October 14, 1970 Page Two IV. Existing trees shall be preserved where possible. V. The contractor shall cut and cap the existing sprinkler system tines outside the trench areas prior to excavation and shall replace the same in kind after trench compaction is obtained. Sprinkler system lines damaged in the work areas shall be repaired at the contractor's expense. The city will assist the contractor in locating the sprinkler system facilities. The contractor will not be required to re -turf the construction area in the park. The modified manhole nuinber 2 originally planned to be constructed at l;tation 0 +00 Alternate "B% Sheet 12, will be deleted. An additional proposal request will be forthcoming when design is completed for the modification of the existing junction structure in the middle of Begonia Park. Very truly yours, E. L. McDonald Project Engineer ELM /bg cc: P.B. & R. Director Field Engineer Encl. i n-A! ---- — ---- - - ----- I fs C? ST A J i-- 6-n Lj k %O C/O CN IT-L kt,v' >e cz " A it s " uJ alE Ci hw� ki C'Sc 43 v t o Lk 4.%-1 A. i 2 L• = a s Lo-c s ,43"i �3s 3 Ja ow, — LeT - r-, - liP7R.o r C Z. 6LV co ` S caw �a•��,as - oo,� 4 dl..9n I.JT to L %I-tLo 1 1 N t �.T "L O 1.7 Lc�TSL} 3'� �. {St��^� ZiAf6 4 i Pr�16GOf(L,% LET s t 000 r (80'o FT t a ° P .. eac ca 1;7-7v ts:rG. Rt4ur a � c; 1,2 �\Z..oJ -r2 I, I. I IJ I I� ii I I i. I I j I j r Q 0 C f AA _EX/ T, dg.STYJ �auOr �•� , . �OCXIT /O v X12 .YEI✓ M•!!. NEW.NNN y 7�p P2p/�OSBO .if/�T �Y B "Y• C'• R .3EWE? a I1 / ! s -ro,0" oAe4i c� y�` disc.. T p2o MC-rRarl.1 r$. /.D � 4o;UO =A9S7w - / �1 � � �� ' _ .. � ' i �--- ����_ ' � / / -- ' .EX /$T, �� .i 57YJ �+p. tr, .. ,: 9 °I T y 6 TO: CITY COUNCIL FROM :' Public Works Department L0..T d'(14M is July 13,1970 ZE-// SUBJECT:. STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS, DAHLIA AND FIRST AVENUES (Fernleaf. Storm Drain, Stage II) C -1287 RECOMMENDATIONS: 1. Approve the Plans and Specifications. 2. Authorize the City Clerk to advertise for bids to be opened at 10:00 A.M„ August 4, 1970. DISCUSSION: This project will provide for relocation of the existing storm drain and sewer main presently traversing private property. The drain and sewer will be relocated to Dahlia Avenue and First Avenue. The work will.also include water main replacement and street and alley reconstruction within this project area. The existing storm drain has failed on private property and repairs are not feasible. Also, the capacity.of the existing drain is not adequate. The estimated contract cost is: Storm drain and appurtenances = $ 124,000.00 Sewer main and appurtenances 22,000.00 Water main replacement = 16.000.00 Street and alley reconstruction 30 000.00 Total $12; Sw J6.%.ra t- Ard1z 4w� ti Ole. 4r..Ogp. 2 pq PROJECT NOTIFICATIONS AND PLAN DISTRIBUTION PROJECT CONTRACT NO./ 2 9b-1 BUDGET COST CENTER NO. *Oa-n 1 6 ENGINEER/DESIGNER ACTIVITY 1 Surveying Request 2. Foundation Request. 3. Preliminary Notification aQd Utility Request a. Orange County Utility Coordinating Committee b. Pacific Telephone c. Southern California Edison d. Southern Counties Gas Company e. Cable Television f. City Utility Division 9. General Services Department h. Traffic Engineer, i. c-c P.W.Director, Asst. P.W. Director, & P.W. Engineers 4. Permit Requests a. State Division of Highways b. Orange County Flood Control c. Orange County Sanitation District d. Orange County Harbor-District e. U. S. Corps of Engineers f. U. S. Coast Guard 9- h. 5. Preliminary Plan Distribution I set a. Pacific TelepFone 1 set b. Southern California Edison Company I set c. Southern Counties Gas Company I set d. Cable Television I set e. General Services Department I set f. City Utility Division I set 9- Field Engineer I set 6. Final Contract Plan Distribution a. Pacific Telephone*: I set b. Southern California Edison Company* I set C. Southern Counties Gas Company* I set .d. Cable Television* 1 set e� General Services Department* 4 sets f!..—City Utility Division* 2 sets g'. Field Engineer*** 3 sets h. Public Works Hanging File I set i. Project Engineer*** 1 set j. Contractor*** 4 sets minimum k. Police* Title Sheet only 1. Fire* Title Sheet only m. Traffic Division* Title Sheet only n. Office Secretaries Title Sheet only o. Chamber of Commerce (2 each) Title Sheet only p'. Post Office (2 each) Title Sheet only q. Newspaper Title Sheet only r. Affected Homeowners Associates Title Sheet only s. School District Title Sheet only -Tz- *include appropriate portions of I ispecifications. **include full set of specifications. Date 777 riy Wr - ------------ Initial Remarks IPA OFFICE OF COUNTYSURVEYOR AND ROAD COMMISSIONER I I� 1 1 i 1 1 1 1 1 1 1 .1 1 1 SUBMITTED TO: REPORT PREPARATION:' SUBMITTED BY: SUBSURFACE INVESTIGATION FOR THE PROPOSED OONSTRUCTION OF THE STORM DRAIN AND SEWER ON FIRST AVENUE AND DAHLIA AVENUE PROJECT N0, 0-1287 DATE: MAY 25, 1970 Joseph Devlin, Director of Public Works D. V. Brown D. E. Bourgeois, Materials Engineer I GENERAL This report, requested by the City of Newport Beach in their letter dated April 29, 1970, contains the results of a subsurface investigation and laboratory analysis of soils in the proposed storm drain trench line on First and Dahlia Avenues, Project 0-1287. II PROPOSED CONSTRUCTION ' The proposed construction for the storm drain and sewer will involve trench cuts from 22 to 29 feet deep and alterations of existing street and alley grades. tIII DISCUSSION AND NAT.Y_SIS Eight borings were taken on First Avenue, Dahlia Avenue and Alley ' 21 -B. The individual borings are tabulated as follows: Bore 1_ First Ave_, Sta. 4 +92, 5' n /c /1. ' A core was cut through the 6" PCC pavement and a boring made to a depth of 30 feet. The soils from 0 to 15 feet are variable and possibly fill. From 15 to 30 feet the soil is ' a sandy -clay with traces of sandstone. Bore 2_ First Ave_,_Sta. 5 +73 -5' n /c /1. t The pavement was cored and a boring made to a 23 foot depth. The soil from 0 to 5 feet is silty -clay and from 5 to 23 feet clayey -sand and sandy -clay. The maximum ' possible auger penetration was 23 feet. Traces of shale were evident at 20 to 23 feet. ' Bore 3. First Ave., Sta. 5 +81, 5' n /c /l. The material and maximum penetration were basically the same as fzir Boring #2. ' Bore 4 Dahlia Ave,, Sta. 4 +01, 10' w /c /l. 1 A core was cut through the 4" AC (FMS) pavement and a boring made to a 22 foot depth. Consolidated sand or sand- stone was evident in the top 5 feet with clayey or silty sand ' to 22 feet. Shale was evident at 20 feet and the maximum possible auger penetration was 22 feet. ' Bore 5 Dahlia Ave Sta 5 +49, 51 w /c /i. The soils to 15 foot were similiar to Bore 4. Sandy clay and sandstone were evident from 15 to 30 feet, and shale 1 from 30 to 32 feet. Maximum possible auger penetration was 32 feet. 1 , 4 JBore 6. Alley 21 -B, S a, 0+17, behind curb. 1 1 11 I' This boring was made to confirm Bore 3. The material ' was essentially the same except the maximum possible auger penetration was 19 feet. Bore 7 Alley 21 -B, Sta 0 +770 parking area near storm drain failure, The top 10 feet was silty sand and possibly fill material. The soil from 10 to 33 feet was clayey -sand and sandy -clay with ' traces of sandstone and shale. Maximum possib:e auger penetration was 33 feet, ' Bore S. Allen 21B, Seta_ 1+46, 141 e/c/l. This boring was taken near the lowest elevation in the ' alley. The soils varied from sandy -clay to consolidated sand with traces of rock or shale. A full depth of 35 feet was attained without penetrating a stone lens, ' The rock or stone at the bottom appears to be of a sedimentary type sandstone and shale. The sandstone and some ' of the clay stone break down when soaked in water whereas the shales taken from deeper levels retain cohesion. Since the upper limit of the stone was determined by inability of the auger to penetrate deeper, the thickness is unknown; however, ' the strata appears to follow the surface profile as shown on the log of borings, In -place moistures were variable with the depth and soil ' classification. No ground water was encountered in any of the borings, ' Refer to the Soil Survey sheet for specific test results and profile of borings. 1 1 11 I' C -1287 See Contract File for Standard Soil Survey Sheet May 1, 1970 Orange County Sanitation District Post Office Box 5175 Fountain Valley, California 92708 Attention: Mr. Robert Galloway Subject: Storm Drain, Sewer, Water and Street Improvements lst and Dahlia Avenues - C -1287 Gentlemen: The City of Newport Beach is presently preparing improvement plans for the subject improvements as indicated on the attached preliminary plan. Due to a recent storm drain failure on private property, this project has been accelerated. It is anticipated that construction of the project will begin in August with a tentative completion date in late November or \. early December. The proposed construction for the storm drain and sewer will involve trench cuts from 22 to 29 feet deep and alteration of the existing street and alley grades in the area. The construction will also involve temporary service, relocation and /or replacement of utilities in the area. It is requested that you forkard to this office,as soon as possible, maps indicating the location of your facilities. Working drawings of the project will be forwarded to your office as soon as they are available. We wish to thank you for your cooperation and prompt attention to the above request. Very truly yours, E. L. McDonald Design Engineer ELM /bg Att. May 1, 1970 Southern California Edison Company 538 Main Street Huntington Beach, California 92646 Attention: Mr. Bob Burbank Subject: Storm Drain, Sewer, Water and Street Improvements 1st and Dahlia Avenues - C -1287 Gentlemen: The City of Newport Beach is presently preparing improvement plans for the subject improvements as indicated on the attached preliminary plan. Due to a recent storm drain failure on private property, this project has been accelerated. It is anticipated that construction of the project will begin in August with a tentative completion date in late November or early December. The proposed construction for the storm drain and sewer will involve trench cuts from 22 to 29 feet deep and alteration of the existing street and alley grades in the area. The construction will also involve temporary service, relocation and /or replacement of utilities in the area. It is requested that you forward to this office, as soon as possible, maps indicating the location of your facilities. Working drawings of the project will be forwarded to your office as soon as they are available. We wish to thank you for your cooperation and prompt attention to the above request. Very truly yours, e —J L - E. L. McDonald Design Engineer ELM /bg Att. Wi I , 1970 Pacific Telephone 3471 Via Lido, Suite 213 Newport Beach, California 92660 Attention: Mr. A. Schvarz, Senior Engineer Subject: Storm Drain, Sewer, Water and Street Improvements 1st and Dahlia Avenues, C -1287 Gentlemen: The City of Newport Beach is presently preparing improvement plans for the subject improvements as indicated on the attached preliminary plan. Due to a resent storm drain failure on private property, this project has been accelerated. It is anticipated that construction of the project will begin in August with a tentative completion date in late November or early December. The proposed construction for the storm drain and sewer will involve trench cuts from 22 to 29 feet deep and alteration of the existing street and alley grades in the area. The construction will also involve temporary service, relocation and /or replacement of utilities in the area. It is requested that you forward to this office, as soon as possible. maps indicating the location of your facilities. Working drawings of the project will be forwarded to your office as soon as they are available. We wish to thank you for your cooperation and prompt attention to the above request. Very truly yours, E. L. McDonald Design Engineer ELM /bg Att. May 1, 1970 Newport Beach Cablevision Post Office Box 2325 Newport Beach, California 92660 Subject: Storm Drain, Sewer, Water and Street Improvements 1st and Dahlia Avenues - C -1287 Gentlemen: The City of Newport Beach is presently preparing improvement plans for the subject improvements as indicated on the attached preliminary plan. Due to a recent storm drain failure on private property, this project has been accelerated. It is anticipated that construction of the project will begin in August with a tentative completion date in late November or early December. The proposed construction for the storm drain and sewer will involve trench cuts from 22 to 29 feet deep and alteration of the existing street and alley grades in the area. The construction will also involve temporary service, relocation and /or replacement of utilities in the area. It is requested that you forward to this office, as soon as possible, maps indicating the location of your facilities. Working drawings of the project will be forwarded to your office as soon as they are available. We wish to thank you for your cooperation and prompt attention to the above request. Very truly yours, E. L. McDonald Design Engineer ELM /bg Att. May 1, 1970 Southern Counties Gas 1919 So. State College Boulevard Anaheim, California Subject: Storm Drain, Sewer, Water and Street Improvements 1st and Dahlia Avenues - C -1287 Gentlemen: The City of Newport Beach is presently preparing improvement plans for the subject improvements as indicated on the attached preliminary plan. Due to a recent storm drain failure on private property, this project has been accelerated. It is anticipated that construction of the project will begin in August with a tentative completion date in late November or early December. The proposed construction for the storm drain and sewer will involve trench cuts from 22 to 29 feet deep and alteration of the existing street and ail4sy grades in the area. The construction will also involve temporary service, relocation and /or replacement of utilities in the area. It is requested that you forward to this office, as soon as possible, maps indicating the location of your facilities. Working drawings of the project will be forwarded to your office as soon as they are available. We wish to thank you for your cooperation and prompt attention to the above request. Very truly yours, E. L. McDoaald Design Engineer ELM/bg Att. Ar C. 62e1d.4171 7-14re dO'd? 051, 34 , /� I., ,-PA. -.4 4m I 1 Q. Le deC 47-0T,d -9c 0 ,4 o70 ndrA 7- = /,V. Id' 2 & GBC d=d7*.d 4 40 df9" 49 1 7- I IQ 7/ AN is jl Le deC 47-0T,d -9c 0 ,4 o70 ndrA 7- = /,V. Id' 2 & GBC d=d7*.d 4 40 df9" 49 1 7- I IQ 7/ AN is I April 29, 1970 Mr. A. S. Koch, Road Commissioner Orange County Road Department 400 W. 8th Street Santa Ana, California Attention: D. E. Bourgeois, Materials Engineer Subject: Soil Investigations, Storm Drain, Sewer, Water and Street Improvements - lst and Dahlia Avenues, C -1287 Gentlemen: The City of Newport Beach is presently preparing improvement plans for the subject improvements. Due to a recent storm drain failure on private property, this project has been moved to number one on the priority list for engineering and completion of construction in November or December..: �4 The proposed construction for the storm drain and sewer will involve trench cuts from 22 to 29 feet deep and alterations of existing street and alley grades. It is requested that your department perform soil borings and classifications at the following locations: 1. First Avenue between Carnation and Dahlia Avenues. 2. Dahlia Avenue between First Avenue and Second Avenue. 3. The alley between Carnation Avenue and Dahlia northerly of First Avenue. We wish the borings to extend to a minimum depth of 30 feet from the surface, if possible. As discussed on the telephone today, we will have plans indicating the underground utilities and locations to bore on Thursday, April 30. • 9 April 29, 1970 Page 2 Subject: Soil Investigations We anticipate utilizing soil investigation results for Second Avenue performed by your department approximately 2 years ago for the street struct- ural section design. If the results of your boring indicate a radical change in surface soil conditions, we may wish additional soil investigations. We wish to thank you for your prompt attention to this request. Very truly yours, Ed L. McDonald Project Engineer ELM /ldg T 1 AO p DATE: May 12, 1970 SUBJECT: Improvements in 1st and Dahlia C -1287 TO: City of Newport Beach 3300 Newport Boulevard Newport Beach, Ca. 92660 ltttn:-- E;- �:-Mee�d3- Designs- Eag4r�ee -- ------ --- - --- --- ---- --- ------ From: COUNTY SANITATION DISTRICTS OF ORANGE COUNTY 10844 Ellis Avenue - P. 0. Box 5175 Phone: 540 -2910 Fountain Valley, California 92708 962 -2411 The following items are transmitted ( herewith under separate cover via NO. 0 Copies Drawing Number Description 1 sheet 3 Carnation Avenue - Bayside Drive Pump Station and Pressure Main The above are submitted: JXJ At your request For your action For your approval For your files For your review For your information Approved Disapproved General Remarks: Forward copies to: 7 file 1A J. ogan, Engineering Representative C -1287 See Contract File for Plan & Profile Carnation Avenue — Bayside Drive Pump Station 8 Pressure Main THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY Suite 213 3471 Via Lido Newport Beach, California 92660 May 21, 1970 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention: Mr. E. L. McDonald I am forwarding maps of the existing telephone plant in the area of your excavation. If you have any questions or if I can be of further assistance please call me on 673 -0047. RPM: nb 24 U NU 1-° Yours truly, Ron Modeleski Engineer r a:� ,� —COVE c- ATMHJ- 0030.3. Go T M/Ll EC T /ON SO' ALLEY DAHLIA N .P 3C 3"I ALLEY +� U y .: —COVE c- ATMHJ- 0030.3. Go T M/Ll EC T /ON SO' ALLEY DAHLIA N .P 3C 3"I ALLEY +� U .: 4 Du(S9) GAPPED " AV c N.' / SOUTHERN COUNTIES W COMPANY ORANGE COUNTY DIVISION -P.O. BOX 3334. ANAHEIM. CALIF. 92803 May 6, 1970 City of Newport Beach 3300 Newport Boulevard Newport Beach, California Attention: E. L. McDonald Subject: 1st and Dahlia, C -1287 Gentlemen: Thanks for the opportunity to review your plans ahead of construction. Here is one set on which we have indicated existing gas facilities. We find no apparent interference with your proposed con- struction except for the usual lateral crossings as indicated and currently plan no new installations in this area. Please let us know if you need more information. WCS /d Enclosure Sincerely, W. C. Stickney Construction & Maintenance Supervisor (o X RfCfl y 0 _C P�BIIC WORKS 'G CI rY OF �W CA1 ,BEACH C -1287 See Contract File for Southern Counties Gas Company Plans A. S. KOCN ROAD COMMISSIONER AND COUNTY SURVEYOR NTY O F . ROAD COMMISSIONER LE W. UN V. WISE AS ST. ROAD COMMI))IOM[11 DLIUTY COUNTY )VI1V[YOII AN IVtVLY011 W.L. 1AUNm::'Yva� #RJiH DIVISION ENLINLC]1- OPERATIONS L[Ndt OILPoLAL CNOINCL! i SAN V E M, 1. STORM DONIS BARRETT DIVISION END IM CCN - CM9INCCNIM6 ADMINISTRATIVE SERVICES O"ICER TELEPHONE: 894.3466 QS AREA CODE 7t4 ROAD DEPARTMENT ENGINEERING BUILOING 400 WEST 6TH STREET SANTA ANA. CALIFORNIA 92701 May 25, 1970 Mr. Joseph Devlin Director of Public Works City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attn: E. L. McDonald Dear Sir: Attached is the Materials Report for the storm drain and sewer improvements on First and Dahlia Avenues, Project C -1287. This report contains the test results of a subsurface in- vestigation for this project. Should any questions arise concerning this project please contact the Orange County Materials Engineer. Very truly yours, A. S. KOCH Road Commissioner & County Surveyor By W. L. ZA __--,Division Engineer - Operations WLZ :IM:nk � J RFGfId�'� \ Attach. S PUBIC �, . N1OR � J(/ ItiI C�: crry �r .7 �a a ------------ .------------------------------- - - - - -- - A 11 , 11"o - -- - ---------------------------- 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION In person En- Firm: ¢o9 D�4 Tel. Telcon No. INIT. DATE P.W. DIRECTOR Asst. P.W. DIR, UTILITY SUPT. TRAFFIC, ENG. ASST. CITY ENG. SUBDIV. ENG. _ DE IG NG. CO-OP P n0. ENG. FIELD ENG. SECRETARY To: (-Jns J - �rirc CLr2 Firm: li7r ZW,& Tel. Subject:j?R /,o fr File: /eGvecrs �� Dir r� -ft 44 �I Date: .4-22-71 Outline of Information received 5K1 Given r Itle, S /7n✓cPY u�iPS OCES�✓T [vf> /�cz T.i'L' B�/j1ldS 6N /7'S /LZ''w' O/I /I LT s�zr ifto -y i7ice /L¢°w iP�°6'!ea /777- Su/L ✓rV G�C�W f!?F c/GtSO d/P ltwv e�iaCR_ Action Required Person Responsible Note; Make copies for addressees indicated by "C" in No. Block Date 1 svSieveQccMna?l an' rE _`.fm.29. /9.�,a ;e:�.-r.�gra�[e. fl .�c!gtl�,.to.Cgr�; -/'� off Efi'P N0.^ .__. OF _........- CHKD. BY..... ....... OA7E ............_._ ......... . ':.Joe NQ::_t�.c ......... _-------- ----------- I..: ...... _ ..:................ .:. ................ .- ...a.__ _._.r. -. c3/ Hl nns Q r�-- i Q \ Q` \ 4 zz� o L� v Q v�4fs Al &'o 10YU9 �m 6� �. 1N9ifazss I ; �ra� X41 �- -- -OOY n v kA h j `L 1 e. e �I@ �l l �zY$ feye�Ou�A 'na»lonTe�r1Y /97�u4�,� -::rr C�ara�e,Ap�o�ua�h..;to Car�f'..�_ � ���e:e.^ Sao.:_ -.•--- oF.._._,.._. . CHKD. $Y._........ DATE ...... . .... 4O%,.OafJ - _.._. I/Q AYC .... ........ __.... ... ._.. ...:........... • - JOH Nd..lC ..._,.. .c... .... �, ----- _ ----------------------- . .... _ ...... _.__. .- ._._._ -. _..........._...._..__..._----- .. S��\ s da Q � i :t \ �LH> /bat i \ ` i \ Iv l \ Q` r •G 00 0 LANG'S CONCRETE CONSTRUCTION 24191 ANKERTON DRIVE . EL TORO, CALIF. 92630 • PHONE 837 -0416 March 23, 1971 City of Newport Beach 3300 Newport Blvd., Newport Beach, California Estimate for garage approach reconstruction at 409 Dahlia Avenue, , , , , , . . . . $283.00 Clarence Lang • LICENSED • BONDED *INSURED PATIOS . POOL DECKS 9 SIDEWALKS • DRIVEWAYS . FOUNDATIONS • ROOM ADDITIONS CITY UPEWPORT BEACH - PUBLIC WORKS DEPCENT MEMO TO: 'Ole 14e Date /aw-k. -14 /97/ FROM:— SUBJECT: Ali. 21-C. 04 fywpo al "*f&j gwdP46es AP, Copies To: PUT IT IN WRITING . . . . . 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Sig sT V"Pos,&Cp. rA7C1Y !Zr461.,y A 7f,--Pi A L / ME 11"A VOLTS 17 INVIC4 7E Pvcr roRmcrlov -rlr'c A Z 15 =--gLe C� 16u 17 2.6 COAIS'W61671 Cir rYz2e 01--.4 CD A 7f,--Pi A L / ME 11"A VOLTS 17 INVIC4 7E Pvcr roRmcrlov -rlr'c A Z 15 =--gLe C� 16u 17 2.6 a /ry /�ifio� Sheef -ad C�a /cu /afio7� s c r Jac i Given: 42 ". Ctrc.µfar pipe 4z u.: ja <kea( I n A le Ivhx C'ivel- ov, pipe, A /pe cup // bejoekod C'.la ,7e Sawa( d'= /ZOlb/T43 Find: The ew rired, loe �fremy�/l i� ?`erm�5. ate° o.or -lMcl� '! Crack U O -load. So lk -f -lo-ri Situcrror� /. .Oefer�i7iafio-Ai os06 -arc4 Lo4d.CW4) Fist assume a coe�� o� eokesroyt value ii-om ruble 43 lea- K e Clay -6A'd SoI I .465u sw $ <{ Co"'5evvol /YC C- zoo Now evi+erl*Iiq Fiy "s X34 d �3g� /'/ =Z3' We= Ib // SCI � 8r= 57' W+ = 7166 Take 4vJc Vallee W�a7IOO +7966 = 75'06 Ibs // wh,rk arc" 4s 4or eav+k 2 load c`YO ,CoHe6ro•v� • i 6T , Now eve +eriv�j i Oahe.siov% = 23 ce>es,ov, = 24 (claJ) aT =s' Talce Av�, baltie Coke.sioe.= 23 +ZG a 24•S L /Yow mu. /;` //o /y /x✓c 29.5 b�C 200 Sv(a%ac��uJc Tha+� 7SOo we Wt + 7500 - (2ao) CZ4•s) = X900 /bs /l r' 3' u!afiov� Skeet'; D -la �I<ulcs�[ov.6 rc', 2. ,or�rrrr�i�,p�eas•7 0�° Liva �u�a CvJ<) N F"-,A fable 4$ wj� =o @ 14=2Z 1 a -71wo ?+ - syoace zie,,ca• et, 71 >`o, e P ;oe and . e, ca va - f- /o-it (yell ie -;�Ped w4kjrout. �, ,Oe'f'et•nritilafyoz( 07 LORd .rgrto4 ��� Since ,3,aaee 6ef4c.rer 7'1-e /ai,oe aMd 44e bore 71!lroi44.',f12 9ra c?cr4.te-?�' o-X 6��� -�i•7� arou�la/ f/ic e•n�ire /ner�,�:�lF� o�'��/oe. �C3ecause. �'; -� ?`�i,� /.•.�r'cr/ �art�a`i�; f �?U-rre'i /•��e�1 /i /f /e o'J- �o � /cxurgl 5fvcs5es shaale 6e �i- aic�vCtd iy flie p�p� r.��r //. r� v'J ✓ /6'e Zoe =3•!J -k", // 6e- z s.—W. 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LA,Y 0.54 $•'I. 6 +53. . _rn CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT ESTIMATING FORM PROJECT k cz ' aj._ � Imflo VHK4eTi5 'G—�Z HT BY: I C,ctLU1_1ffli'F �..rru24w�ttira�_�,�,'P�.ras� JI) PRELIMINARY D4VISION DATE -L FINAL T_> NO. ITEM QUANTITY UNIT PRICE " AMOUNT fL -2.3 1, au,aoJ e�elat,Scw t�, .¢ l L.S. L•S. �o. 50,E �- 24 L • Gam' -2 S �nu°e Gxlb�. u@ LA4 a S. L.S. 500 Soo.'r �s'm(Z,)a -zs -KQco uc1 -c u - QEt+oV,6 awo zau. sv4u, V 1.a.rt\ab wr.a '� 20 3 L C- .- 4-Ts.- \ 4 Z \ .' ' �Li�l �ZtR H o 2_wswT C Wl%M VELi V >w. � ef•�4A0 QQ IL IS \w00 { -p 4 ; . V d .�1A.J 0 RE 4 t<L11 W S&W .. b. • � ,I � 5� • -Z°� � \is•.... i.1 (. "- .G.. ?; • ua,ti,y 2'S O 4 F , °�;'� 2 O-(O • "� v.v,a 44$ . 1�sTC.�.. �.1cc✓ �" C- ,a--.s V.aws. I AM.0. Z � 1 YPac� 14 tL LJ a" Cs+ s'n6 V� 4^ II�STti acw l "ware SCR tec5 12 Ii li I too,'l o,� •�34 {l+s- r,....� LZ eua Flo.k 1-4 oo.a,,,r daSSE'.+6� C 4 .65D; 3ca n., s rs �- raT�.u, a-c�2 � >�u �T��..�s -z.� ao a, �a• \4 croo. 1. -310 CoueTnuesdssssrcb 1asa�e.�eCa,eae�$.�aFSe, f�-� tis t =° ��a`� — a -3� co.,. �T a,,, V►2. c_ C,-rtl PE K'cucb e 1132 L.jF, 35 —° 1 -'Qa GOI�A6Z4UCr "TLII .C.. CI Lf S.F, L�+'� . �; -4� - Go •• ,GiC 4?c, Slo vim¢ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ESTIMATING FORM PROJECT 'S- rott4� 'tae. ►� �tic� 1A sa I0.1PaauWs4 C -�za� �� � ►s Scctiww ZO_a �1 1�,.4�+.5 � �� DIVISION .,c DATE -1 3 0w 5 BY: PRELIMINARY FINAL T- NO. I ITEM Q QUANTITY U UNIT P PRICE A AMOUNT S So a a 3Z0� G "nn ,c. Y.e.G1+�e ApOeoacuowe 46 Z Z $ $A 3 3S1 %�. ' 'io2.� 14 bT A O Co sm- 4 1 1_T&14 k-mg . . � �__. ccor 1 � p p - U -Q o o \�t�c;r T• vi 61. -a L_s' ' 'LS.- L L.S- ..I2co." l l lac ua \%4 T. OL- Ls t4' L L.S, L L.S. X X1600- K `i CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT ESTIMATING FORM PROJECT C -t2£7 BY: ��Fea. ��a ��� S'ceti«w - c5+tlia,41 �Q++agE 1Z� PRELIMINARY AVISION Cti a, 2, DATE 'I �zz "[ d FINAL r� NO. ITEk QUANTITY UNIT PRICE' AMOUNT l3 -V'� Cov c4 " V Gr, SEweh tSO L. F, Sow °7nm' .4" V GP'. SEwE 4 Sao. S Gee r h 1 lea.' 200.' . - t"1 05 A.a ,S L.%, 466 ! 400.E r WAr£ 1/�la,p� laup�7QJ4Au % -os e,a,bT. fal A.c.r, A . !Q —r °" f 42. x-20 12ckoUd RelUSM" Ex� z,r P` le C lS,' 45o.' cn u usua:.v y zz . mac, 8" A.c.P 1l ata J 1 da .L. F, 14,- 4, 414f FS -ZS' 1Ncr -4�L uew k %lwwrew. Sctiu,C`E 9�J� ara tool b ; I in CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ESTIMATING FORM PROJECT "ko-c, I 'BY:, C-- PRELIMINARY DkVISION DATE -1 FINAL NO.. ITEM QUANTITY .,UNIT PRICE AMOUNT eo m-,-r 4" ,so 7 11 L ws c -Tv ef-e c 35a 44-y-' LF. :3 -/ff z M-j�sz C-e t. 4' -r4, cAr, 'P,c-c; -2--'Fa-3 4 f5; �Eo- 5F 3 7z) G 7o C) 2 Cr 77 lLo -r O. SoN-4jp-s4 v ;L rA 92e 200 -'' t."E-1 \MVIO, "'Lls 't-707 nka 7 IT =J k TT gi- a 7 4Z TEeVA TE -1f,4 Z, l•d '.4AIAV sE OffAdl= SMeW 474VIV AWW' r Z",q �Gi►�.i 1�54`Y of �J I I IN wi Q► 1 a 9 � QPPBOX. LOCQT /O � ol 14 W AN- AL iI I i i I 7z/ ti o AL TE VA re B STO�it�1 O�CJ /,U 0' /l-v4/SC. Iit9,d20!/E'/LIE�C/TS ,C7LJ AG %0 4,,U.Z2 F/Z� ST o4 V E S • 4, :: I' s ,.. t5L 1 92vyiove . C✓ S �=i� Sir ccfo�- % //e 4�f 1 � , -- 45 y ._ :oP-e r'c� � /�S Ta // Gc/i ��r ...,�r'r!' /C P GAD �>7l �C --� /:?_?J ��'_✓ �CRd �'z"'O� _ , y . _�. 1 �vo-r t r } _ _'. _.-' _`__ ._ ' _ � .� _. ..- ! �.iJ — a p ➢ pie <r 1 ._ ..._._ ... _... _�. �.. .. !i7.�. 2't irJ'„5 �d /� %'f5f'.: -1 �7r / ?� ! f" :._�{7 �,i"' ' � '" ✓any " v {i"� �U�Q � _� _ _ _ � , i t5L 1 92vyiove . C✓ S �=i� Sir ccfo�- % //e 45 ✓u, 11 /-c7� /04l�E C ._ :oP-e f{ a !i7.�. PP�ov"C ,E�X /Sf /� qr/�- id...C?D�7,$.�Y6/L�. 6�r Tie •�yi• /oC C .. � ., <; a Curb ...grid . Gufirh.. to -I-- C^/cs sT,o ioZ G �.%mo� o. -e e. -•s/ ;� n�� ceoyis,4� -c.ct' �? . 7hrcrf .�c,_c . Sc�'cu��r /�c, '/. /QemaYe eXr:S 7//r!C/ gro�rac�<ij /orl- CNl3 Sr"Q. - /moo G ... - ✓`irii . +�„r/`?rQ4!'�i.. .O,i-er .9,13... PI�.:gAd�� /CO6 /c?, �Oi',j /.?y�.? _O� _. , s r n II r 1.iy:• 70 i,414e. e4 i.S.7!4i -t Pi_ — ----- -- – ---- – ------------ – ---- – – -------------------- ----- – ---- – ----- S?'Lv r -^I JJrgivi a -s e AtWC ii 7el 7 _7 .41 is 2. e 71 No, 0 2 i. 7 1,5j D DD CIO Z)e -2'1* c m- 7, v. CC). 00 F24000 22000 F60p0 F92 0�000 0000i' TO -f / Co 57— �5 224000, 2T2.20 + 82500 + 2200 + 2600 + i00© . 800 . 2 9 0 0 2654 + 650 + 400 + 2 0 p + 250 + 0000007+ t 27120 + 82500 + 930- + 1 1200 + 1600 + 1000 + n 6S lam/ 2900 800 • +. 1630 + 650 + 400 + 100 + 150 • 10545 + 1411 • 1 34 4 + 1400 + 800 + 3200 + 2500 « 200 + 50 + 1421 + 100 + 450 + 2070 + 7812 • 197 + 800 + 1200 + 1950 « 10700 « 2842 404 + 730 + 3 8 9 1 + 842 + 209 805 + 8368 + 700 + 209' « 300 + 300 + 3a 00 + 192000.00000001 S 10545 + 1411 + 1 1400 3 4 4 + + / 32 7 2500 00 2 00 + + + 200 5 + 0 + 2.2000 .00000007 50 500 + + � x q-70 1 4 2 0 4 5 0 + 2 0 7 0 + 7812 197 8 0 0 1 2 0 0 1 9 5 0 + 1 6 0 0 0 0 0 0 0 0 0 0 0 �,l 1 7,45 ,6, Sj-c� A 7 0 0 2 8 42 4 0 4 7 3 0 3 8 q I 8 4 2 2 0 9 805 8368 0 2 o 9 o 0 () 0 T • • • 507' r CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT ESTIMATING FORM PROJECT Fer -rleQ SfDr rJ�ai� - .°has e II BY: S- Quckztct 7vi PRELIMINARY DEVISION DATE 7 -7 - -70 FINAL NO. ITEM /frm5 / thr c 43 Srb ray QUANTITY UNIT PRICE AMOUNT sfor�n Drat 2210 L.F. /ZCJ 27,126. 44 V 92, 570,0 _ ; 3 �" f? ✓. <. �rq A e . 93 L. F S 9J0 , ape L A Ca c N / =5' / LCCL• r12�Z� $ l 20O� .5. % >L'A ra4ek 251 1 ='/ / EQ c. S r 600, /,a le 4' Cu?!k ! Ci. 1v Job s. Slade- .l y 11600 . 7 // =ci . `jw, S 800 .z4 ZgGG, 9 . J• S . No . � �Cir s e / .3 Ea . frB¢ /D J, S. moo. `1 Case 2 ) � Aso s c - PROJECT DEVISIC • • Shf, 20�°¢ CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT By: S. b ciT�Ja ryr� PRELIMINARY FINAL T NO. ITEA QUANTITY UNIT PRICE AMOUNT -110 0, i 400. /2 • /i/o e'x. �f� �Jraio� (wf /e�,C3ox solo L -5. $ /CYJ. .g. !D O. /fryn /'F fiirct l 8 "Y.0 P Crxrrzo s *2.� 703 L F �I5.0O/0 54S_ /S,0. }t "V•C.P. Srw2r Za7. (427 ,),kJpk � / /3 L - F. l2•s� , ,77' //2 i 12.00 $ l 344. /7. /i,fl, No Sew Pr -id b z.s• Boo, lb; 600- /1. /Yl.y. IV,,, 2. 65 ewer z Fes.. /rco. $ 3 L00 _ Na.2 (Seuwe, r -� Job L -5. Z,•SDO,. (Dahlia ,4ve. ) Jab L -5 . oo. 200 I I�. • • Shy' 3 0-1-4 CITY OF NEWPORT BEACH - PUBLiC WORKS DEPARTMENT ESTIMATING FORM PROJECT 77' BY: PRELIMINARY DEVISION DATE 7-7-70 FINAL G NO. ITEM QUANTITY UNIT PRICE AMOUNT 22. .i6an Ex S. M. c4 -433 0,q,hw4e� Jo .lo L.S g5.0. .50 213 F/6Ry. 5X. S./Yj.r /. L 7 //P .2 1�5 -. S �Q• LT• PAY/ 4,, EX. 6 "L/C. (,liR 7cek 191"aAK X03 L. F. .{p 7.60 25. p -m, --, Resai Ex Ya46-. ' Job L-5 . 160. l Joe 24 • ems• Reim,3�4 5X. / "Service s (S SQL, l3 75, 450. 27. 230 L -F. 2B , 8 " A. C. P. Guu %r 77!Ai r� S58- L - F. 61`x-.00 ';7 � 6 l2 Z G " 4 TC IAA 30, 8 " Gate VT I ve 2 EcC , BOO 31, 12 :54 ffiloa. $l /''Zoo. " • • shy -��� .a CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT ` ESTIMATING FORM PROJECT FPrm lea �° Shorn•. ,Draw - PkASe -L/ BY: S. Quc/(�a7+9 PRELIMINARY DEVISION Emgr• DATE 7 -7-70 FINAL - NO. ITEM QUANTITY UNIT PRICE AMOUNT 32. 3 S6501 cn d cva fc y_ 33 , 8" A• �• �3as e /!9a t /DSO 7-e ns .� � 10 20 34• 7-o Ws 14.56 X28427 5.F 0.90 16 �'46J 3G. _4 a-�. roy 9/3 S. X108a '730. 37. 97. L.F 3.00 /3891 38. 8" �C -L. x- Gu�fer aS .dve -5tZ/ s_ F• z_oo ,� � 8�F2.. 3 9. � " � c. c. S.de u a .F 2 � i 5- �. 0.80 $ '20 9. G_C4ra elk, 4 ct.c kv 575 s - F_ ct Q �%_ �o2/,P.C.C•. //e %,V�'r/T SS79 S -F. �.SQ .� / 8.3(i8. tea. 35c1; 700 , /3 � /•SD 2C ��aw�', ...i..fr`:.i •� "..tee.. WF1'ee$F �-' CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT ESTIMATING FORM ' PROJECT Fee ilea S-1or -m Dkaivi- PhaselZ- BY: fr a�,n DEVISION En DATE 7 -7-70 PRELIMINARY FINAL . NO. ITEM QUANTITY UNIT PRICE AMOUNT .curve Lf Eat. $/00, .$ 00. 6.c. Y. . 4� . 96eng'ah �xis�ire ji�or�v1 D�ai� .lvb LS. a540. s 113 � Z09 q27 raid g 9u to v. mop _ ------------------------------------ ----------- - - - - -- - - -- I L ' ESti�nq� Q'� Quom �i�`ies =1 /tan f r - L F w 12 L. ,c Co 114 r ) j� I iI l ` -- .... - - - -_ -2.. _1 �_�8__..�. .. - -- — 1— T- !' %c,lC_��..� // R C..o.. sSSfo.i -ter �i -o��r� SSO L•.°.• I! ii 2201 290 Z.F i --- - - - - -- ---- ----- ---------------------------------- I -------- 1-- ----------------------------------------- (role- 7-7�70 - ---------------------- ------- ---------- ------- 14? IV - ----- - ----- - ---- - ---- - - - ------- Ufa /c- 7-7-70 S.G. ! i i74 moo - I i' it .--Ire • —"fig / ' 1 I O7c7/ I i s�;a' --------------- ,V. i Sr �V,7 D allle Ive. 41-1 - A/. Ale. ors -I :die. 7o v - No. Z ,Daklia 4ve. .Z3 -- - ------------ - -------- - -- - - ---------------- - ---- - - ------------- 7-;7-7,0 ees e 4 LX. I'll le 911e 21-6 230 C21--C-230 Zo—,-j 7 '-/rs i' ,4)- 717, 30, 6-7.?"4e Ya /t-(f 1Z T7' al IZ5 7" 33 — ---------------- 7-4 7r- 2208 - 42 - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 343o 4a S7 J-/.97 07-4 -44-Ozz 51 Z T4 C 57.4 �6 S7,4 6+65) -1�,5 2 72� 70-rO) J L'21 726�6-0<:)9) = P75, 53 rolls S 1 T4 -iA:s �7 Wa: yr-� e v 6 9 -1 T,,:o Sa /0 43 K:5)i 3,5 50,5 T'4 z-7& Z Su�7<a7-al= Zq 7 Z Sao T- 70 71-W -7- CL.,_.�- %coo j Ca /a 7 -7-•76 I ,o I �._......... 36.!':.5. "sPh /f�'�cre7`� °averyr���— .9l3Trz �22TD nS) i. 8'x3' �4z Su6T fg/ z-10 rfZ :v x, +4 i i 3'.� 3a' = 90 Tfz /00 T T Z 7 3' J 737�cr/ = 67,342-16= '7/,j 70 77-771+0 C ._ �J!� �C GZ 4) = ?/ Y ? ?7.$ SR !.� 27 7497.6 .... .... _ 37. 45 Tyke 'A" Curb /�Irs-74 we. — 77. Z5 /03.00 103 G .O O. IGB.Op Sub to fu /= 7ZY- 75- !. j�� -DD To ------------ — ------ — --------- ---------- - --------------- - ------- — ------------- - ------- -7-70 Lj 1C, 7- 9. ,5 °C -C. 7,-Alf C- ck- 7)a1111a "Ire, 5-6.75 7 36'.75 z 7'd Aql al. 7 7h lek - 57,6- c5O 0 C 1Z 7-7- ii - �vv 7O 7'al 4-7(- -52,00 Sell, 7'�2 7(--1 2 L7 7. o Z .00 7*4 J! % : �i� = 00 75 -f74 4Z 41 747 3-1-1S- 70 L57-47 ST10 2-730 TtZ 27362 /.50 .76 .,574 2 05.60 g�03,50 'r (263.50) �1-9) 2e-494-f . ......... . .. . . . 7Z A. 273042649,= i l� • . Ca�c• 7-7-70 5.�. SUb�'fUT4� = iZ�o(o • ZZ TT 2 . i. A �0�� 9.18. 75 TT Z ZG6.�Z4 .?-48.75 =.5 %9.97 -All s, S /SrrZ �.' f -�"/f �/ �:il rr .l7 dT �Gt t.�Gl ltitG3 rd C /l•4�2:: - ��1a 7�� r5 f Ave. .yyo q SvLge)4crl = 33 .o c -i�-i .L 8,oa 8•oG S 6 fora / +, Thu /= 96 733 = 1297 -f z Secutr ... 7`07°4/ rao �P 8 "r -C. P, /Ow -O /2D 36 34 �t tf Total c, Y- J &Z5) = 5-6 C -y- C. 27 - - - - — ---- � I Letic'�R� g3SL_F. Sam_ 50p % ru I glory %��e 7.06 T�`2 . ; Tor`u/ C• `/• = (7.oG) �SOa, � /30.8 C -Y. Z7 i 7 '.L- SL L4W7 el ii /00 '.L- . ... ..... . .... .. .... ----- -- ------ LA 4�c V-.41-PA --SA y I J CITY OP NEWPORT BEACH Laboratory Analysis for May 1970 A TRACT N0. 6996 Field Tame (1 man) 1 hr. ® 8.25 br. 8.25 Date Sampled: 5/8/70 8.25 TRACT N0. 702Z Field Time (1 man) 2 hrs. a 8.25 hr. 16.50 Fine Grading 1 test 0 7.70 ea. 7.70 ^ Sand Equivalent 3 tests 0 3.85 ea. 11.55 Test No. 70 -P -855 35.75 TRACT NO. 7027 Field Time (1 man) 2 hrs. 8.25 hr. 16.50 Fine Grading 1 test ® 7.70 ea. 7.70 Sand Equivalent 6 tests 3.85 ea. 23.10 Test No. 70 -P -863 & 864 47.30 TRACT. N0. 7027 i Field Time (1 man) 1 hr. 8.25 hr. 8.25 Fine Grading 1 test C 7.70 ea. 7.70 Sand Equivalent 2 tests ).85 ea. 7.70 / Test No. 70 -P -868 23.65 C-124 Field Time (2 men) 1 hr. @ 16.50 hrt 16.50 2 Tentative Compaction 1 test 6 11.85 ea. 11.85 Test No. 70 -0-2503 28.35 2-1247 Field Time (1 man) 2 hrs. @ 8.25 hr. 16,50 Z Relative Compaction "B" 2 tests @ 19.80 ea. 39.60 Test No. 70 -C -2293 56.10 (continued on page 2.) _Page 2. F. Howard Jr. Drill Rig Operator + I man 2 CITY OF NEWPORT BEACH 18.00 hr. 36.00 + Y Laboratory.Analysis for May 1970 Operator + 2 men 3 hrs. J 26.25 hr. 78.75 B -52 Drill Rig, Operator + 3 men 51 hrs. ® 36.50 hr. 200.75 B -52 Drill Rig, Operator BAC%BAY & HILL EXTENSION + 2 men 4? hrs. Field Time 2 men 4 hrs. 127.13 16.50 hr. 66.00 @ Relative Compaction HER 1 test Mechanical Analysis 19.80 ea. 191.11" ° Tentative Compaction 5 tests @ 11.85 ea. 59.25 Test No. 70 -C -2178 thru 2183 thru 382; 70 -385 thru 389; 70 -391 thru 396; 145.05 BIG CANYON WATER MAIN Moisture Content 42 tests Field Time 2 men) 1 hr. @ 16.550 hr. 16.50 Relative Compaction "B" 1 tept ® 19.80 ea. 19.88 Test No. 70 -C -2611 and Report (1 man) 16 _ 8.25 hr. .3600. BIG CANYON WATER MAIN 1,178.53 + I Field Time (1 man) 1 hr. 0 '8.25 hr. 8.25 Tentative Compaction 1 test 9 11.85 ea. 11.85 Test No. 70 -C -2440 20.10 CORONA DEL MAR STORM DRAIN F. Howard Jr. Drill Rig Operator + I man 2 hrs. 18.00 hr. 36.00 + F. Howard Jr. Drill Rig Operator + 2 men 3 hrs. J 26.25 hr. 78.75 B -52 Drill Rig, Operator + 3 men 51 hrs. ® 36.50 hr. 200.75 B -52 Drill Rig, Operator + 2 men 4? hrs. a 28.25 hr. 127.13 Coring Bit Charge 3 cores @ 2.20 ea. 6.60 Mechanical Analysis 32 tests @ 16.50 ea. 528.00 test No. 70 -358 thru 362; 70 -366 thru 372; 70 -375; 376; 378 thru 382; 70 -385 thru 389; 70 -391 thru 396; 398; 399. Moisture Content 42 tests @ 1.65 ea. 69.30 Test No. 70 -358 thru 70 -399 Preparation of Soil Survey and Report (1 man) 16 hrs. 8.25 hr. 132.00 1,178.53 (continued on page 3.) _ •Page 3. • — -- - ,I CITY OF NEWPORT BEACH Laboratory Analysia,br May 1970 HOAG HOSPITAL Field Time (2 men) 1 hr. 0 16.50 hr. 16.50 Relative Compaction "B" 1 test 0 19.80 ea. 19.80 Tentative Compaction 1 test: ® 11.85 ea. 11.85 Tent No. 70_C -2504 & 2505 48.15 HOAG HOSPITAL Field Time (1 m9n) 1 hr. ® 8.25 hr. 8.25 Tentative Compaction 1 test ® 11.85 ea. 11.85 ' Test No. 70 -C -2481 20.10 HOAG HOSPITAL Field Time (2 men) 2 hrs. 6 16.50 hr. 33.00 Tentative Compaction 2 tests ® 11.85 ea. 23.70 Test No. 70 -C -2519 & 2520 56.70 HOAG HOSPITAL / Field Time (2 men) 4 hrs. @ I Relative Compaction "B" 2 tests Tentative Compaction 5 tests Test No. 70 -C -2546 thru 2552 sv- 9297 —o6,� 89.89 16.50 hr. 19.80 ea. 11.85 ea. 66.00 39.60 59.25 - 164.85 1,869.18 County General Overhead 120.38 $1,989.56 -7 rs" 4zo/ '400 - /Goo '(Z ci PSG 46ovc- 1 %,7t it O o HI 4 vo ISO 0 121 iI 111 Vol �lI iI 121 jl CLC=C= �'j ii-4.A lL Kz lil -7 rs" Ii /Goo HI 4 vo LC L -7 /Goo 4 vo CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT ESTIMATING FORM PROJECT BY: 5.8- a- 6 -M- PRELIMINARY [7'� DEVISION Desl�w DATE 5-1-7D FINAL T� NO. ITEM QUANTITY UNIT PRICE AMOUNT 2_ /O ✓ C /° 90 L •F_ �,13.D0 � /x,200 . .3 9.'�/ //l�•C!'. Lafe�.l /S �dOF;. L.F /L1.00 � 2,000. Ne, g421_ D•M.N. 2 60.- 6120,0, J§ 2,.460. S. /1/a, 4oL -L •y, / Ccr, �0, � 8OD., 6• /riodi��r� ions �v Ex- /�1•H -'S 2 'Fa, 19354 -. 700. 7- P/u / F. // EX. Sewer SOD G •F / -oa is S� . Su b f64al l3 t O 0 oc i es ! 90 0. �_ �Cnle�lated = 5..Quekotq,++t EOah /ia - Frsf.Are. - sa,..fgr� .Fewer Oes{�+a Date. -0-7-7e + .°rob /ern /JeseF��/prr; /-ri 'COrUu.r/cfwoy/ avith �araPv�set/., Sfrrsn 4raw� Carratruc�/asi i.,� Gbb /iq w9✓e� Fivsf AmCJ Ori4 Gry/gtiom 4✓e. /JOr fie�3.. Oii v..CX>st/" f'Y.C.p /-n, &asc ctc rose !3 /act 43/ aui // b z g6a� 7o�r ! ornd 4 mew Sar�Yla y SLu ct^ ewi // be Ccv�s tructec� The Pra�ecf taw // em tai/ ea�struetiov/ o -'` euJ..- seewer- - a+x a P°!f /o'75 e �xwstiny �.>Qwrss/ [>r:- nsfr4.rtwa� oo 5f mew Sewer -�tVHho%a, Absss- �orimreotf oI�C 3 .wooer -r70 /,a IeS.j G+a c( adj uS+ eMts fp ¢ sewer rna-K ho /e'S , 6enerq/ Asau+•+p�ioefs '�av Oea /9�a . fi i0apu /4� /os/ Demdw fy: _Q 0 10 w4 -2 C -/ school Aydrak /re Gnewdergf�o�rs /.) Qiryim = O.4 Qt ,o 98 persoMSf/jcre /i 700 9pe(�AcrC as9p�d Z.) Qptok (per Q +y oPI.A. Curve, 4SCE MwrougL *0.37 pj 35) 3.) V. . ,c 2 "p s q•) V4g4K . IO 1003 S•) 0t51+a n qi" fe 14/0a, half i4, // () Qpeak 6.) Assume SeradJc Alow d' �rsf 4ve. - .fah //a A✓e. /Y1cix /ime Sewer Rw� r i4e+ne �im� Area w dr /cu /gfec/ : S. ,C3uc /rxai.+ ,Dgfe:- 4-7-70 Ku .caber o Res�d�e7 ces, Co r ry bu <i ,9 To F /cw /m 21•ne A-A ,z /o /?es�ete� tees /6 CC +.O Y 1141 634 CS . � Fleon«afarJr Schva/ Assus.rF' ' ®'oo S +ude•„f5 Fvr'' R -z 4s6u�e /ao 9yc /d For C-/ Avia »te //, 700 9Pd/Acre C pNr C. o to Ax ,j elee) For School 'Assuyne 359pt`d Totes/ F /ow Co %u /at�or/: �i) Assam+ c 4Persa�u�residenee aid R ie&We"css/Lay ,;. 89frptaplG /680 �oso�o /a b) Assu•r..e AP,orox. 3 acre Co•... -+h• • C) Schoe! 600,5+ude. +S ' r t4/ .�ik. = U`HO•)Uoo) + Ca)Cl�, �oo� + Gas) CBoo� c /68,000 t 3S, ioo t ,z8, o0 0 23// 000 q pd .z31 W14 Qr o 0 34cs Avg) Osi7j Grapk per Colt -A!0 Qpfakc, /, /v 0 ;4 Assu• a , 40Q4vg J° ./4. C-TIs • • Ca /tu /gted: .S:Q. ._. Assunic 9000 �Pd /•sn. /e ; _. te+vA, "040 f� C s /m Tr„ bala4 Arta #& d-6eo �+ /o5 „e./e�s JPd = , ooaz �++9d = ,00a6 afo Nan. Fo r (V mi" QAv 4 Pcg1c /+rc /. .Q rn. .: Q•svy/ = o. /a0 + .coGg = - /4.fy'J ens Qays. = O •360 + -0066 = . 3666 c%S •%. /00 i .0066. /./OG6 O. IS E Slopes ReAarre4 voor Yvv„ h = .2 rpA Now •�•ar Q�dm i-n A / /r� •Z /d . QT= a$rCeO+ (22)(8)(/00) = 28, COOP /7, Goa 45,600 gpd Qavy- .046 �„�y4 CA•y.) Now _ O • O/B �yV v� .029 e7S �� yk.y 7{/ew +ni•n rex•. S /�p< > .�j2% • 3.) Psr .49e 7 �. /•29 s Ito _ ............. sry 5�/3 _ y7 E.Y /ST /2� //• EJ.�d 1NV.4 73.9! O�o05 C�cau -b� d N.Y. ac • (o lv r. � p' ��` i f LLN E 7 L 000 aO FJ /S7 /V, N. 571 /iGfA.6 �gLLEV, INY• Ec , rot 97 _ o/d DEGPo•S�O M.� �IN7OLLEY 6 < /vsv(sva 4�� 3 lI IVK B�GOL..> n •rsz ,y •N. sro � r3, 5 �Fi�sv ,�vc) Lv ✓. BL . 59. 76 ----------------- - - - - -- - - ------ ----------------------- - -------- - - --------------------- - - - ----------------------------- - ------------- ZA4,lArAl- J9,3 4w .4rw 0 7e� .p. 40 40 er 4f 54- 417 0 Or 5 Y .71, 40 �6- .017 6S X 4)-7453 x 717, )f �Z 29, 04 Ir '17716916 a__ - .... ..... �b i l6 �.: 39.81 ' I a a 60 ,GS24.da 4a ¢5,4G 70 i - ZG�75..._ 2/.75 ° 954 023 7 °2!0 J4) ---------- 4y "40 7� OJr 90 _e Ds 90• � J '_ L �Qj 19 Cne. e> r } yN i 1 I rJ .m //°C 8` Li 17d7.1 � - ...._,_. ��: `�� - " � � f /5%'• .5'ro "c"v^ - � �. .V �o ep. Slf, I 7 'r1eu 7 r ®• Ad' L � PB•a9' 4W750 AV 7- = �G rya /6 /2 17 / I /D to 17 / I D. � r h c iclo. 1 , m; i 5� 3 i 1 t\ lL I � � I a , m.. I Iq, r9 1.A; ,r D. � r h c iclo. 1 , m; i 5� 3 i 1 t\ lL I � � I a , m.. • Sewer OeVw -, 1Po�fi Y'q /ues `;7Ysr. %tiifo/ Qsr�ef Est, 8 "vcP - -z84-,7f' ca I; At wve, I 8" YCP - lee 5c, /O °YCP - 99,OO' First y0m. . Za Lod 8 } 6" YCP T tal 6" ✓CP = /16.00' + B? a �2O e ' • N[w /Y/um/ia /eS 0 /m1. o� .pab /iq omci FrsfAve /- TycpC 4o2-L '. � /�f. o� .9 / /ey •Z /.B a+rd First Are. /- Type 402 -L /r1e�q: .O. rrh'. To /n/ .4pprar. .OePfb = /7'y� /- Type 4a2 -L /YJO4. .O.inH Fjrs/ AYe. � Car,�a��a�n • • Gar /t_ .6�y : -5 .3,,r.Nn o" DstG; 3 - /^7D ,OQfs S- /-70 0 Q 0 24 t ,4, . 9 Zei'i..eew A//!�, 1 / -.B 4,q/ v5 �S glrC. —�S �i tai Sewer .ti t:J ... .�iP�wGFn First Y9Ve. and �/on.30lef..'r /p ScCCwd .A✓e. • r1 LJ Y Approx. L. .2BS,3!- A,000x , L /198.'2t i ! 461ii/ia- 4ed /,'e /ie� Sd„r -rn .Groin has d = , .39.93 X =(3669)(70224976 c fI-99' 17.97' • sue, a = �it. 3Y.H.3 s9.a3 7119988/ y2= 40.93 -hs S-} -28.36 J, Hp 4 i PF �50.'6.71H.36 `7.41W •44°36'18" = +-?_4-7 4LIJ .. Xz X�z� *"L A44-7 /Z•i7 R2 •7e21497D i Ca /c. 5- 29.70 .5.4S. ode I.-. a h' 74N d= 500 G1, 49.3Z /.0137875/ D = 45 °23'32" T= R 7,9N 412 = (Z2.5) TAN = (275)(4/82293/ ) 9.4/ ;ef 74N A= dO.00 X, of /•O /7B 7,S/ X, =_a 73' COs d T 70214970) (9.a l) Xzv 6.6/ t .... 79N4= yz x2 79N 4 (CS v ( /•D / 3 7875/)(6.61) y2 = .7 t 0 (.0174533),(2250) /7.82 ye v4 I 0 h i (.0174533),(2250) /7.82 ye v4 I .G}rh //o - Firsf A ✓e. /4e b�f� Jtar� .Oroirn • 4. 7.7W 6,v /dth o 7,4 /o "RCP t B', 72-c,4,7�e _32 %a/ Gs.+r9 3G' �'es,srq C/I = .3633.2 Tio JJ -.32'1v i t Lh5 /ig - Fiisf ,9yG _ S�• %calm � . � � . � � G' /C. � � -s- �a�.fpsA?+7.. ��r'cosv�fr <c Ca /moo /� >io y� '... °"•. � � � . %aL e ,:. /- c S LQ, 3b/ - - - AO = sysa3t / � G /.' C= 2Rsim id F= - 962L*,`?)C- Z9.S2) E = 25" 45 ' = z(zas) Sao, Z o °2z' 59.5" 3¢82 7) ., .' . . c /5.67'. n p >�13.�7 -836) fL'4.G7 - 1 i lJ 9 7p.00 3lG y = /38.'!8 _ /,• 9B ' 70 00 t ". Fiow /ne E/ @ Pnopas�./ /�ii�%rCef, lie+i R' G C.D./7.'�/ng5�. CW /c. /% Ft Ei. @ R' %�' fir. L'O/✓� P/.ra�s s� .S-3G /014 2 x%.98 wcteo /m.s. L. Lbluw 2) "5W' - I.$j. /SS 0 0 /oZ0 Z 5;7m -4R 98 a o. 0'-f 09 77Z so S = 0.04//'. . Then .5.7.98 - 38. y8 C•�4l 1) = FL �+Ci EL "6 u ta 1 u /Job /n —Firth 4ee 19ehel S%r" Ororn Gro+ne�ric C+ /c.�3. I I a ,c p�h a 0 0 V G P h 0 0 ry y R M I u � II II M 11 I I II � ' FU � v q� V F 0 r h U � � II k' n F v N O Q c h' u o 0 Q V a I I ,c p�h a h nj h: 0 0 ry y R M I u II u ppp 11 I I o � ' FU � q� V F I I ,c p�h a nj n ry y R M u u II P nl � m o � ' FU � F 0 r h 3 2 I :1 N nj n ry R M � � �TQ m o � ' Oo.ts 5-6 -70 :1 N nj n ry R M � � m o � ' F 0 r h II n n F v Oo.ts 5-6 -70 C- roe..clric � /c.'S. iz -ea' i l i / 7rn oc c '1.r4/ic4-7 ' R �c 9• /L�Sro�1 / °i 7'59 "• , \A a Q 9 ,141.3(,' -2967! 1�, ,�� /B9 °SS"4B" f Al 7.76' i - Fao op \ l,, n�,or�453')(zz s)((4•BL) / �tt / = 2,'.22 SO) SIN 9 °55'98" _ 45.00 � • /7244498) i,��_._� • d- Ciiss�lt�7-76)z — �2)Gr•v5)C� ?6�.!'os 78 °3s :za,� \\ a so! 0 �iPa•me�ir� � i :a do 6 ,i a Ik 1 �i 1 i *70 k: zrt -sc azso � Sir) C . s86 :saB6J s,v4 - _ 6399526 .ci c 3z °9v'43'• C 3 AKC = �-Oi74S33��1250, �3.35� /-,3.2 7� • b h /in �FiiS� rQrr. - f�P /ir Jlsrsu Oroi� pq ��° : J -7- 70 VCOSAC �t /G L�b�C. 'S P gyp` _ 4S P e G i 44 u»k+row -.t 4,6 u »Kreu� q Sid< a wnfr+�omn- US / »9 L °u' vT Cas mes C. ti azlbz-zabeaTG' I .9,33 I I I I 1 Ir 11.69 'v(iic7)zfC7. 9632 (z)Oic�)h.96XCo /� °is s: • / 776ns /36J4 ¢ 63.3G - 1185.79 Q /99.55 i33.cb . 6 Q L' s/„ A = ajC S/m e v / /67•Si,N /vD °/3'57" s m f5'A'i -l9 :.768 (.9B-IO95) si+r .4 C c,• ofq. s , i�5•G p r ti GQS � _ /5.671 C 7. Ya Xf- T-- 6 6 Q L' s/„ A = ajC S/m e v / /67•Si,N /vD °/3'57" s m f5'A'i -l9 :.768 (.9B-IO95) si+r .4 C • S. 6 A _ ( -o / 74s3) Csasa) C4• e74) ' s74 oa /o 83 t / -92 srq O + /Z. ZS 7.50 7.4.6 56 . (- 778666) .Z5 -fez 4 G = r 4 °.879° C ct Sim c °SZ�YG " /.s4 -,tf) 778 Cz9.�ZS} JgLA I* I • J 7-- (2 2 so' = fiz.sc) L 4iaz /356)i:T" ,- a 0 a H .. - T° CN 50) TNN /7 °i30"40 rr = f1Z'¢d��.3 /SZy87Y) i L = (•0/74 533i*1.4 (550) .....V..... __._ .i.., k .0 �ri_....m4 _ _ 140 lk� I a ii I N 4,0r11 ZT /?;Io Czz 6) (. -'6 75?5) 71' 44 4/2 bo ih ,4(4e Y 2/- Ci c� ' \ � , ; � `o o � m � �r naia � � x tolX: v � pvt �I� � v v � � �' n h u II n � .f I i • k �� � Vq9 � �� I 0 ug O P °„� P j ' � . I i, 3 A �'.. vi }:_.....1 �t...vQisd�C_SSidbY(.�.r_T �iul...,...... Vat ub.�_i..�% "9 • Alk 1 SL 6FfyP e 0 i � I I f i Q. � F x e h Q / b � h _ i � I I f i Q. � F x e h Q p � h _ 11 '+ 1 '1101 11 r b If y U u. Q � h _ 11 '+ 1 '1101 11 • • 0 ooh /ia - Fiisi A✓C, - /Je /i�t' flerrt S A c Sim Cl 707/07 . Sfa @ � v„tl�fi= 513975 -f.ZO.6 S *6o•4Z C 0 E31 0 rl Q� I- I , r L o o 'rig O o o • Chh/ia First Avg. fehet' Storm dnriw R G1-iYe: S-�i-70 • /mf3 63 °.31'00 "t /l / °/S 30 "t /lot °10',30 "f- /y,Z °3b"07 "f .270 °00'00' 'f /.28 °44'00" f 90°00'00 n f /$Q °00 r00 /26B° 28'07° /lny� /nr Errar c B °�B'O 7" Er.°� D.cy �ribu� /oa 6<a,,l) Per 4 • n C 0 / =.Zol i N3i °3�'S3 „� Yi ti M N W ia.as' 5 26 °oB'oa” � 1 /✓51 °A5'41 "E � � jg78 ° {7'vu "yy P : AOa 6 114 Fir6;PL 0 K � • eah: Ag. Dole: S-ZL -70 �y 0 h i • J a i 2 ri i I 1a l i \ 0 0 �.._...._.._,g „i9F 4 � o o x �Dp 'OOiO Yll` i N Q V 0 q 'U S� C • Q ye 037 56�; 0- 004P E --to lJ In_ � . i4rrJ /ia -First r'cr. - �[ / /EY4S �� jit3�?7 Q�✓. 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Fr vSL Las�ati c.s��yo� i \•60/v yG7e... 1-1,oa I i Y`dnTCn,P� z \a ,a 4. I L 2-7 k PIE SwasS. x d4 era Q k.00/VD 3 x z 2Z, (.-M, Fr, . -�1117-1 ---1:77 v D:t> k- �. -01 x y r.),5 F, -�1117-1 ---1:77 z j j`^ Ll Q 0. (A: h.' i'. U � N 1 r V Q' n 7. n�nu11111NIn11Ri i�� o, 0 W o z � p m _ p v W O O 11�1111�11101�I 1 v IIWI Ll Q 0. (A: h.' i'. U � N 1 r V Q' n 7. o, 0 W o z � p m _ p v W O O 1 v N � v N v m I Imo' I ,V x OJ i ' D N z � e FR` m z o ) m- + O a 4• 6i v . I _��i IC: v N q 1 A 0 O�p o o z p. .� O p O m� A A Gi a ob •- v a - p � oo cy N v. n o " o / � o v j. Q 1 Q Q y N I ' q.l V 0 1t Ll Q 0. (A: h.' i'. U � N 1 r V Q' n 7. mnusnuium bb S fn O zt, w 0 c bl rA f.N cm e'4' O Iq4 not Co I I to mnusnuium bb S fn O bb S fn O w 0 c bl r� L • • FIRST AVE. GRADE COMPUTATIONS COMPUTED BY: s-4 • DATE 6 -26 -70 JOB NO. ' 8 7 SHT, NO..,_OF CHECKED BY DATE LOCATION F /R57 AVE. POINT ON TANGENT STATION PERCENT Of GRADE ILENOTH VERTICAL CURVE..' ELEVATION ON TANGENT VERTICAL CURVE CORRECTIN ELEVATION ON FINISH GRADE REMARKS B -!3. Stoo.oO 75.99 5 +25.00 77.72 St50.00 79• 575 Od Wl- 8/,/7 6 +00.00 1 IL- 82.go �t15,od � 8463 6 l SO.Od 86.36 64 75.00 88.0 ,9,V, c, 6180 60 8642 6�97.5o BRGZ i3 89.49. P.1• 7siS -ao 9&1.83 S 90.29 77&3Z. 56 90.96 i3 90.83• E. Y. C. 77'.SO 100 7A65 .00 9/.25 7f7s • 00 9/.34 0 9/59 8125 00 91.83 8+'-so.o0 9208 8+ X5.00 92.32 . 6143. 8+ $.00, 57Z.9.5- REV. STANDARD APP L u • FIRST 9VE • GRADE COMPUTATIONS COMPUTED BY: S• Ci DATE JOB NO. SMT. NO.__ OF Si X95 FIRST AYE. CAR.VAT /GU/ CHECKED BY DATE IOCATIO TG AL L E Y E�Gr .09NL /� POINT ON TANGENT STATION PERCENT OF GRADE VERTICAL CURVE',' LENGTH ELEVATION ON TANOENT VERTICAL CURVE CORRECTII ELEVATION ON FINISH GRADE REMARKS t 3.6a ja ,6-6- fo -a 74 94 74.9 -i Ld•.Y• c 4712o oO 75. /7 75,17 gt35.p 5.71 17 75.64 P. /. 4 tSO. 0 o 6 Z5 6G 7S. S9 +G5 06- 75.49 •! 7 7S.32 E•Y. C, 14-1-ao . 1110, 74.72 74.72 S• /0 °lo REV. STANDARD I WIN APPR. • • • AGGE% 21-4 • GRADE COMPUTATIONS COMPUTED BY `s' B' DATE 7 "ZZ "7D JOB NO. 0--176-7 SHT. NO.. OF CHECKED BY DATE LOCATION A /Fy 21-.6 POINT ON TANGENT STATION PERCENT OF GRADE VERTICAL CURVE',• LENGTH ON ON TANGENT VERTICAL CURVE CORRECTN ELEVATION ON FINISH GRADE REMARKS -/3.567 13. V•C. 3 f 9D 76-19 to6 73.61 0.31 1 7 -3Z P. /. *ZZ �4' 70,84 1122 72.06, 73,2 ? 4f3E l.1 0.31 W( -tZ ,a, V, -4t-51 71.40 71 }2.147 AS ✓ -C 9f54 71.40 7/•�0 4+68 /.70 0,1 /,8s 72.490 0, &0 72.60 73•z '¢�9G 73.51 a -15 73 -K, 6. v- 4. .Tf /D 7S.dZ 7516 2 REV. STANDARD APP . • q/ F y 2/ -.Ci 7",ef GRADE COMPUTATIONS COMPUTED BY: 5. AS. DATE 7-22-76 JOB NO. 0--1207 SHT. NO.._OF CHECKED BY DATE LOCATION d"Ey 2/-8 POINT ON TANGENT STATION PERCENT OF GRADE VERTICAL CURVE..' LENGT ELEVATION ON TANGENT VERTICAL CURVE CORRECTIN ELEVATION ON FINISH GRADE REMARKS -l3 sL. B.V.C. +90 75,93 9+06 73.24 0.3/ 73.57 P. 1. -q +2Z 71.09 / -2g 77.33 7 6 +36 7/,317 0.3/ 7/,70 E.V,C -1454 71 -76 - B.V -C lA54 71.70 6B 7/.95 0. 6 7?- l 1 9+62 s6' 72.20 0,43 7Z. 83 73.'gZ 4 9L 73.7/ 0. 73.87 E•ye. 5+16 75.22 REV. STANDARD APPR. • C, J • GRADE COMPUTATIONS COMPUTED BY. `s "B' DATE 7 "22--76 JOBNO. C -1287 SKT,NO.�OF CHECKED BY DATE LOCATION ALGG POINT ON TANGENT STATION PERCENT OF GRADE ILENOTH VERTICAL CURVE', ELEVATION ON TANGENT VERTICAL CURVE CORRECTI1 ELEVATION ON FINISH GRADE REMARKS /3.56% ,�•Y•�• 3t90 7S•43 �66 73.2G o.3 / 73 . S7 0, 1. 422 71,042 /,24 72.33 73.5 X36 7.46 a•3 / 71,71 7/-70 -4.768 72.05 o./4 72.19 P• r. -4482 72. 40 015 72.98 ,73.5-41 t 49 73.9 / 0.14 74.05 V, C. 5 f/d j6r 4Z REV. STANDARD APP In u • '� `� a /_b • GRADE COMPUTATIONS COMPUTED BY: DATE a' /O' 7D J08 NO. �"SG / SHT. NO. —OF CHECKED BY DATE � LOCATION POINT ON TANGENT STATION PERCENT OF GRADE VERTICAL CURVE'' LENGTH ELEVATION ON TANGENT VERTICAL CURVE CORRECIi4 ELEVATION ON FINISH GRADE REMARKS - /3.56% ,6VC. /6°OpO 75•/8 7S/$ 73.5 0-/9 73.68 125".00 5"0' 71.81 0.7 72.55 /f37.50 71•60 0+16 71.7 /tsa.00 71, 4d 71.40 83144 /fSO.pO 7/40 7140 /�67-5 0 71.32 0.211 71.5"6 P./ . /ygs.a0 70' 7/- 9'f 0.9 71.zz 4- )2 56 73./3 0 •z4 7337 E, V. C. 2 t-2o, 06 75".02 75.02 REV. STANDARD APPR. 0 CJ ,� Ryhto� GRADE COMPUTATIONS COMPUTED BY: S"e• DATE 6 -9" 70 JOB N0. SHT. NO.__OF CHECKED BY DATE LOCATION G'S/ia- FirslFAre St. ?eco v7. POINT ON TANGENT STATION PERCENT OF GRADE VERTICAL CURVE.., LENGTH ELEVATION ON TANGENT VERTICAL CURVE CORRECTIN ELEVATION ON FINISH GRADE REMARKS - /3S6 °J �3: Y C Jt cb.00 75 43 75. q3 It /2.50 73.73 /g 73.92 /t ZS 00 So' 72.o4 76 72430 /d d 7 50 7/.87 � KC 71.70 71.70 s,rc IA50 -00 71-70 71.74 /t 67.50 71•5 0 -zb 71.62 P/. /7185.00 74 71.-4+4 /•o/ 77.95 ,2,A -02.50 73.33 0.25 73•Sg f• ✓.G. A 20.00 75.22 75.22 t /4.80 -/a REV. STANDARD APPR. • • .�llpy z, -b • • 7'Le;�;ei GRADE COMPUTATIONS COMPUTED BY. S Q. DATE JOBN0. 0-s4s7 -S SHT.NO.._.tOF CHECKED BY DATE LOCATION 62-0-'V- Qah /ia - 1`1kLst Ave Prc; POINT ON TANGENT STATION PERCENT OF GRADE VERTICAL CURVE',' LENGTH ELEVATION ON TANGENT VERTICAL CURVE CORRECTIN ELEVATION ON FINISH GRADE REMARKS /3 „$6 /dY•C /fa0.00 7543 75.43 73.73 / 9 73.92 P/• /f 25.00 501 72.04 7G 72.0 /f 37.50 71-37 - / 9 '2.06 E.Y•C. 00 71.70 71-7 _/.36 4-K.C. /fS0 00 7 c O 7L 70 /f67.50 7/.67 .2 /, / P/ /85.00 70 7/• 6 , 96 7 .GO zio z.so 73.53 •2 73.79 E. V• zt.zo.00 7S•4Z 542 ti0.eo% REV. STANDARD APPR. 0 �Ah /�+ ��e • GRADE COMPUTATIONS COMPUTED BY: s e DATE 6-30-70 JOB NO. C 1287 SHT. NO.__OF CHECKED BY DATE LOCATION agtili4 Aar POINT ON TANGENT STATION PERCENT OF GRADE VERTICAL CURVE..' LENGTH ELEVATION . ON TANGENT VERTICAL CURVE CORRECT*N ELEVATION ON FINISH GRADE REMARKS ,(3✓ t7 9osi 5 J9o,25 89.9 Stso 88.8 EVG St75 87.80 _ /•0.i% B✓C `95'75 9o•S/ 4t9S 9o•3Z - ag 90.24 0./3 •30 817.93 St3s 84.35 o8 89.Z7 EVC Sf5 &9SS - 3.88 %0 REV. APP tiTANDARO A-C. /Pe Ile i �37iiv3n Ovain CaIC.. 7 -4-70 S AS. Gird= O -/oad 'Pe�'d Ea. >h Load Wd c�l.eve —Z/cu' FF6d Cd= !—G Z&w ck /30 �= 08 Z Gee Lead • WL= li W, (1P,tPz) � ri24 • Ooh /i9 - �rSf %✓P. /le /iP� SfOr�i, Oroi� AILII v ,0 - /00 e7 L�7q /,-,la 41G 7:'s. 23' C'e Assuoare C /ass •�!j„ /jcd��n9 L.f = /,% Assuonc Tre„Py ar ,dth o >zo 8. 5 ;eA ,Q2t f3�i // �/th C /4c cc� - Ste` -e� Cr- = 120 1b/4-�O °tr TQd /e 26-C Wd = /g 090 0 r 23 f Cove r Wd = 19;04f0 d- (- 20)(j9jo90) wd 2. 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S�' O- /S u n P 73 r;R+r �r:: E 1 �--,j 71---A-) 447,5: 77, /s .cG 76.6z f.'*BEii'.Fcc°..S/e,GiTf Z'.'.s /•v�K°.E3:ET G-"r�p i. - ....._s!' ids �Lsi•/c7' .. .��"!,_!.}"i�%,,7. 7 13731 NOTICE OF COMPLETION PUBLIC WORKS 956 .1836 To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on J the Public Works project consisting of Fernleaf Storm L on which Bebek Corporation was the contractor, and General Insurance Company of America was the surety, was completed. V ERI FI C AT_ I, the undersigned, say: 1971 CITY OF NEWPORT BEACH Director 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 17. 1971 at Newport Beach, California. I, the undersigned, E I am the City Clerk of the City of Newport Beach; the City Council of said City on March $, 1971 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 17, 1971 at Newport Beach, California. WHEN RECORDED MAIL TO: CITY CLERK 3300 W. Newport Blvd., Newport Beach, Calif. 92660 RECORDED AT REQUEST OF /'' ,!\\ l OF" Of NEWPORT BE0.CN IN OFFICIAL RECORDS OF LC3 E ORANGE COUNTY, CALIF. %. 9: 05 AM MAR 19 1971 \; J. WYLIE CARLYLE, County Recorder 0 Bebek Corporation 310 Turnbull Canyon Road Industry, California 91745 4 March 30, 1971 Subject: Surety : General Insurance Company of America Bonds No. : 899051 Project : Fernleaf Storm Drain, Phase II Contract No.: 1287 The City Council on March 8, 1971 accepted the work of subject project and authorized the City Clerk to file a Notice of Completion and to release the bonds 35 days after Notice of Completion has been filed. Notice of Completion was filed with the Orange Counts Recorder on March 19, 1971 in Book No. 9576, Page 836. Please notify your surety company that bonds may be released 35 days after recording date. Laura Lagios City Clerk dg cc: Public Works Department • 9 CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 Date: March 17, 1971 Mr. J. Wylie Carlyle County Recorder P. 0. Box 238 Santa Ana, California 92702 Dear Mr. Carlyle: Attached for recordation is Notice of Completion of Public Works project consisting of Fernleaf Storm Brain, Phase 11 Contract No. 1287 on which Bebek Corporation was the Contractor and General Ins. Company of America was the surety. Please record and return to us. Very truly yours, Laura Lagios City Clerk City of Newport Beads LL: dg Encl. f ' 6/1 March 8, 1971 JJr;Yh°Tfj:.` rC,kS CIL FROM: Public Works Department SUBJECT: ACCEPTANCE OF FERNLEAF STORM DRAIN, PHASE II, ALTERNATE "B" (Revised) (C -1287) 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: II -7 The contract for the construction of the Fernleaf Storm Drain, Phase II, Alternate "B" (Revised) has been completed to the satisfaction of the Public Works Department. The original bid price was: $116,282.00 The revised bid price was: 145,589.60 Amount of unit price items constructed 146,033.95 Amount of change orders: None Total Contract Cost: 146,033.95 Amount budgeted: 149,500.00 The remaining budgeted funds will be used for restoration of the lawn in the lower area of Begonia Park. The contractor is Bebek Corporation of Santa Ana, California. Because of the extensive revisions to the original contract, there was no required completion date. The contractor did an excellent job in completing the work as soon as possible, despite encountering large areas of rock in the storm drain trench. lin Director VENDOR F 6ebek Corp. :A Tum a] I Canyon I::na;! industry, Calif. 91745 RHIP Tn I DATE Sept. 14, 1270 DEPARTMENT City Council QUANTITY D PURCHASE ORDER UNIT PRICE T No. C# ''V}}�7_ *�/_�/}'{�� OF NE • • i ORT � BEA INVOICE IN DUPLICATE THIS O ?[FR NUMBER MUST This is rurc -ease Order i c. 2, 4196, ' APPEAR ON ALL INVOICES, SHIP - BOULEVARD PING N0 ?ICES, BILLS OF LAD - 3300 NEWPORT ING' E %PRESS RECEIPTS AND NEWPORT BEACH, CALIFORNIA 92660 PACKAGES' PHONE: Contract 1287 DELIVERY TICKETS SHALL IN- (714) 673 -2110 USE ONLY CLUDE UNIT PRICE. VENDOR F 6ebek Corp. :A Tum a] I Canyon I::na;! industry, Calif. 91745 RHIP Tn I DATE Sept. 14, 1270 DEPARTMENT City Council QUANTITY D DESCRIPTION OF ARTICLES OR SERVICES REQUIRED U UNIT PRICE T TOTAL Fernleaf storm drain, Phase II, as per contract 1 15,000.00 This is rurc -ease Order i c. 2, 4196, See Purchase Order to. 2, 4146, for t' I12 2,00 kesolution 7266 Contract 1287 FOR CITY U USE ONLY I M P O R T A N T l CITY OF NEWPORT BEACH CODE A AMOUNT _5597 -230 1 15,000,U0 S se Federal tax etc thi P y,rchm:e _- lT s 0. W. MEANS A 0 .... .r, t:'" Z. PURCHASING AGENT 2 DEPARTMENT COPY �5 Gi PURCHASE ORDER Ciff OF NEWPORT BEAR 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 PHONE: (714) 673 -2110 VENDOR C ;ELeck Corp. 311,; Tumbal l Canyon load Industry, Calif, 91745 SHIP TO w !NV:: :: - ... DUPLICATE dEOEN NUM NER MUST Z.% ALL INVOICES, SHIP - PIN4 NOTICES, BILLS OF LAD- ING, EXPRESS RECEIPTS AND PACKAGES. DELIVERY TICKETS SHALL IN- CLUDE UNIT PRICE. DATE dept. -14, fills i DEPARTMENT City COUncil QUANTITY DESCRIPTION OF ARTICLES OR SERVICES REQUIRED UNIT PRICE TOTAL Fernleaf storm drain, Phase 11, as per contract i 101,232.00 Tris is Purchase order Flo. 1, 94195, See purchase Order No. 2, 4196, for 515,a)oU.00 E "solutiOn 7266 Contract 1287 FOR CITY USE ONLY A N. 1 CITY OF NEWPORT BEACH CODE AMOUNT' S`: r,; .. •. -: a :..er: a.? 4 -.. :e'er.', y,.e::: •:: '_:, - 347 -zz5 lot,zs2.00 _... D. W. MEANS p.'t ".- :::..: y':'.• :.'.. ..: ;: :r• - ^.. ...,., .. •'. '.:::::n :: +.• :I:cvn:c. ' ?% ::;: PURCHASING AGENT DEPARTMENT COPY • CITY OF NEWPORT BEACH TO: Public Works Department FROM: City Clerk E SUBJECT: Contract No. 1787 Project Famleaf Storm Drain, Phase II Attached are two executed copies of subject contract for your files and for transmittal to the contractor. Contractor: Bebek Carpomticn Address: 310 Turnbull Canyon Road, Industry, CA 91745 Amount: $ $1169282.00 Effective Date: 9 -10 -70 Resolution No. 7266 adopted on 8'24 -70 Laur Z4 ., LL:dg Att. cc: Finance Department ❑ • 0 September 1, 1970 TO: CITY CLERK FROM: Public Works Department SUBJECT: STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS, C -1287 (FERNLEAF STORM DRAIN, PHASE II) Attached are three sets of the subject contract documents and insurance certificates. Will you please execute on behalf of the city and return the Public Works copy and the Contractor's copy. Retain the insurance certificates and the copy marked, "City Clerk." Steve Bucknam Project Engineer SB /ldg Att. CONTRACT NO. 1287 r CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) APPROVED BY THE CITY COUNCIL ON THIS 27th DAY OF JULY 1970 auC ra agios, 'City 7 r< SUBMITTED BY: BEBEK CORPORATION Contrac or 310 Turnbull Canyon Road Address Industry, Calif. 91745 City Zip Code "RTIFICATE OF INSURANCE- ' TO: qW Name and Address of Insured City of Newport Beach 3300 West Newport Boulevard Bebek Corporation Newport Beach, California 310 South Turnbull Canyon Road City of dustrv. California 91745 COVERAGE COMPANY POLICY # D EX ORATION LIMITS OF LIABILITY Workmen's Compensation 761 JA 4536 6 -20 -71 WC- Statutory EL- Employers Liability S rTR91 Fire & NA 0168 Bodily Injury Property Dougs St. Paul Fire & 1 -1 -72 Comprehensive General * Marine $250,000. Each Person Liability Each Occurrence 500,000. 100,000. Aggregate 500, 000. 100, 000. Comprehensive Automobile Liability Insurance .iach Person Each Occurrence * Includes Products Liab ility coverage APPROVED AS TO FORM Dated: t- / /y7o CITY ATTORNEY ' "It is hereby urderstood and agreed that the policy to which this certificate refers may not le cancelled, materially changed, nor the policy allowed to lapse until ten (10) days after receipt by the City Clezk of the City of Newport Beach City Hall, Newport Beach, California, of a registered written notice of such cancellation or reduction in coverage." Subject to the lerms and conditions of the pol cy it is agreed that the City ol Newport Beach ig named as add Ltional insured as respects the St rm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II) C -1287. Location: Storm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II) C -1287 Notice of Cancelation—In the event of cancelation or change in the above certified Coverages, it is the intention of the undersigned to give 10 days written notice of cancelation or change to: (See reverse side for additional provisions) This is to certify Coverage under the above policies. cc.- Magda Price FRED. S. 625 South & CO. geles 5, Calif.: &ERTIFICATE OF INSURANCE& TO: Name and Address of Insured City of Newport Beach 3300 west Newport Boulevard Bebek Corporation Newport Beach, California 310 South Turnbull Canyon Road City of Industry, California 91745 COVERAGE COMPANY AND POLICY # EXPIRATION DATE LIMITS OF LIABILITY Workmen's Compensation 761 JA 4536 6 -20 -71 WC- Statutory Employers Liability ShArnal Fire & EL- bbi MR U105 Injury Property Damage St. Paul Fire & 1 -1 -72 Marine Each Person Comprehensive General * $250,000. Liability Each Occurrence 500, 000. 100, 000. Aggregate 500, 000. 100,000. Comprehensive Automobile Liability Insurance each Person Zach Occurrjznee * Includes Prod Cts Liab ility coverage w "It is hereby unlerstood and agr d that the policy to which this certificate refers may not bi cancelled, materially changed, nor the policy allowed to lapse unitil ten (10) days after receipt by the City Clerc of the City of gewport Beachl City Hall, Newport Beach, Californi , of a registeral written notice of such cancellation or reduction in overage." Subject to the terms and conditicna of the policy it is agreed that the City of Newport Beach is named as additional insured as respects the Stcrm Drain and Miscellaneous Im 'ovements (Fernleaf Storm Drain, Phase II) C -1287. Location: Storm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II) C -1287 Notice of Cancelation —In the event of cancelation or change in the above certified Coverages, it is the intention of the undersigned to give 10 days written notice of cancelation or change to: (See reverse side for additional provisions) This is to certify Coverage under the above policies. FRED. S. JAB & CO. ccs Magda Price 625 South Kira sley Dr vef 'Vp6� Angeles 5, Calif. By `' "RTIFICATE OF INSURANCE TO: Name and Address of Insured City of Newport Beach 3300 west Newport Boulevard Bebek Corporation Newport Beach, California 310 South Turnbull Canyon Road City of . mdustry, California 91745 COVERAGE COMPANY AND POLICY # EXPIRATION DATE LIMITS OF LIABILITY Workmen's Compensation 761 JA 4536 6 -20 -71 WC- Statutory Employers Liability %r ?Rill Fire 4 EL- 661 NA 0168 Bodily Igjury Property Damage St. Paul Fire i 1 -1 -72 Comprehensive General • Marine ;250,000. Each Person Liability Each Occurrence 500, 000. 100, 000. Aggregate 500, 000. 100,000. Comprehensive Automobile Liability Insurance 3ach Person each Occurrynce Includes Prod is Limb ility coverage "It is hereby erstood and agr d that the policy to which this certificat refers may not cancelled, terially changed, nor the policy allowed to lapse til ten (10) days after receipt by the City Cle of the City of ewport Beach, City Hail, Newport Beach, Californi , of a register written not Ice of such cancellation or reduction in overage." Subject to the terms and conditions of the poll cy it is agreed that the City of Newport Beach is named as additional insured as respects the Storm Drain and Miscellaneous Islp oveatents (Fernleaf Stores Drain, phase II) C -1287. Location: Storm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase IZ) C -1287 Notice of Cancelation—In the event of cancelation or change in the above certified Coverages, it is the intention of the undersigned to give 10 days written notice of cancelation or change to: (See reverse side for additional provisions) This is to certify Coverage under the above policies. FRED. S. JAMS8 & CO. CCs Magda price 625 South Kingsley Drive, Los Angeles 5, Calif. r P • Page i CITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 10.00 A.M. on the 18th day of Au ust ll �, 1970 , at which time they will be a op— ened and read, for per orming work as foows: STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) CONTRACT NO. 1287 Bids must be submitted on the Proposal form attached with the contract documents furnished by the Public Works Department. The additional copy of the Proposal Form is to be retained by the bidder for his records. 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 title of the project and the words "SEALED BID" shall be clearly marked on the outside of the envelope containing the.bid. The Contract Documents that must be completed, executed, and returned in the sealed bid are: A. Proposal B. Designation of Subcontractors C. Bidder's Bond D. Non - collusion Affidavit E. Statement of Financial Responsibility F. Technical Ability and Experience References These documents shall be affixed with the signatures and titles of the persons signing on behalf of the bidder. For Corporations, the signatures of the President or Vice President and Secretary or Assistant Secretary are required and the Corporat— a SeaT Shall be affixed alT documents requiring signatures. In the case of a Partnership, the signature of at least one general partner is required. No bids will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The Contractor shall state his license number and classification in the Proposal. Plans and Contract Documents, including Special Provisions, may be obtained at the Public Works Department, City Hall, Newport Beach, California, at no cost to licensed contractors. A non - refundable charge of $2.00 will be required for each set of Plans and Contract Docu- ments issued to others. It is requested that the Plans and Contract Documents be returned within 2 weeks after the bid opening. 1970 Edition The City has adopted the Standard Specifications for Public Works Construction (v97� as prepare by the Southern California Chapters of the meruan ub c orks ssociation and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Ave., Los Angeles, Calif. 90034, (213) 870 -9871. The City has adopted Standard Special Provisions and Standard Drawings. Copies of these are available at the Public Works Department at a cost of $2.00 per set. The City reserves the right to reject any or all bids and to waive any informality in such bids. L City of Newport Beach, California Notice Inviting Bids is Page la In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California Labor Code (Sections 1770 et seq.), 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, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in Resolution No. 6982, adopted May 12, 1969. A copy of said resolution is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). 5 -15 -69 Page 2 All bids are to be computed on the basis of the given estimated 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 under- signed 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 signature, the proceeds of check or bind 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, 250 -745 Classification "A" Accompanying this proposal is \YYJ11, YCI LI I IGV YIIG YID, V in an amount not less than 10 percent of the total bid price, or The undersigned is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake self - insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the performance of the work of this contract. 968 -1579 (213) Phone Number : s� BEBEK CORPORATION Bidder's Name (SEAL) /s/ John Bebek, Pres: Authorized Signature J ut orize ignature Corporation Type of Organization (Individual, Corporation, or Co- Partnership) List below names of President, Secretary, Treasurer and Manager if a corporation, and names of all co- partners if a co- partnership: John Bebek, Pres. Joe Ann Bebek, Sec. Treasurer 0 0 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 Engineer, 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 1. Structures 2. Paving 3. 4. 5. 6. 7. 8. 9. 10. 11. 12, Sub - contractor Address C & R Conc. Sully- Miller BEBEK CORPORATION Bidders Name John Bebek v_.L. :� Authori d Signature Corporation Type;' f Organization (Individual, Co- partnership or Corp) 310 Turnbull Canyon City of Indus tr Cal ifor i ress FOR ORIGI &, SEE CITY CLERK'S FILE COPY . Page 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, BEBEK CORPORATION , as Principal, and General Insurance Company of America , as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Ten percent of the bid Dollars ($ -10 %- ), 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 and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II) 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 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 18th day of August , 19 70 . Corporate Seal (If Corporation) BEBEK CORPORATION Principal (Attach acknowledgement of /s /John Bebek, Pres. Attorney in Fact) :' `t.lc'^ � �.��V• �� ,.�r. Alice A. Cannon, Notary Public Commission expires June 30, 1972 General Insurance Company of America Surety By /s /Benton L. Crowell Title Attorney -in -Fact • LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT Bond No. 899051 PAGE 5 WHEREAS► THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED August 24, 1970 HAS AWARDED To BEBEK CORPORATION / HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR C -1267 Storm Drain and Miscellaneous Improvements.(Fernleaf Storm Drain, Phase II) IN THE CITY OF NEWPORT BEACH., IN STRICT CONFORMITY WITH THE DRA'WdNGS.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 DOME, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY-KIND,.THE SURETY ON TH11'80ND WILL'PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: NOW, THEREFORE, WE BEBEK CORPORATION AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND GENERAL INMIRA`r', .7 : ;f'° A'•,`* " MERICp AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF FIFTY -EIGHT THOUSAND ONE HUNDRED FORTY ONE - -DOLLARS ($ 588141.00 ), 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 SUBCOM- TRACTORS, FAIL TO PAY FOR ANY MATERIALS] PROVIS•IONSy 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 RESPDCT 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 SOHO.$ A REASONABLE ATTORNEY'S FEE, TO BE FIXED BY THE COURTS AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE.-Or CALIFORNIA. I 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 30 AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BONDS AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY FOR VALUE RECEIVEI)p HEREBY STIPULATES AND AGREES THAT NO CHANOEo EXTENSION OF TIMES 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 TH15 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 INDIVIDUALp IT 13 AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND• IN WITNESS WHEREOF THIS INSTRUNENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND ,SURETY ABOVE NAMEDj ON THE 28th DAY OF August i 19470 APPROVED AS TO FORM', Coty ATTOI EY Bebek Corporation _(SEAL) QFNFRAL INSIJRAIN('F •`r,` „< 1AA,*4Wp (SEAL) Benton L. Crowell- Attorney -in -Fact (SEAL) SURETY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON DATE ATTESTI ITT tLERK ACKNOWLEDGMENT BY SURETY STATE OF CALIFORNIA ss. COUNTY OF LOS ANGELES On this 28th day of August 1970 before me per- sonally appeared Benton L. ^Velfell known to me to be the attorney -in -fact of General Insurance Company of America, the corporation that executed the within instrument, and ac- knowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County, the day and year in this certificate first above written. OFFICIAL SEAL l 'rt Public i� �eS� to California AI !t E A. CANNON' JN Notac Public in the Cate of California i I NOTA'Y F i- " CAL (F' IRMA County of Los Angeles (Seal) -o -m' LOS V:GELCS COUNTY S -760 RI 7/66 I.MY Commission Expires June 30, 1972 • Bond . 899051 Prem�: $835.00 PAGE 7 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTSO THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF.NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED August 24, 1970 HAS AWARDED TO BEBEK CORPORATION HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR C -1287 Storm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II) IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH -THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON r1-LE 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, THERE FOREp WE, BEBEK CORPORATION AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND Or ANERICA AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF ONE HUNDRED SIXTEEN THOUSAND TWO HUNDRED 4 116,282.00 )V SAID SUM BEING EQUAL TO P*"OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE.PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND AS 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 BE 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, OONDITIONS 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 INTENTt.AND MEANING, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACHM ITS' OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. r 1' `J (PERFORMANCE BOND - CONTINUED) • PAst 8 AND SAID SURETY FOR VALUE RECEIVEDS HEREBY STIPULATES AND AGREES THAT NO CHANGE, 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 BONDS AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGES EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONK 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 28th DAY OF August • 196�,Q_• w a APPROVED AS TO FORM: 0 Bebek Corporation (SCALY GENFRAL!NVRANkGy . `:' "','>??F;±c Al{CEl3iCli /(SEAL) /Ji /lr�- J1iS[AI SURETY Benton L. Crowell- Attorney -in -Fact CIT ATTORNE� ACKNOWLEDGMENT BY SURETY STATE OF CALIFORNIA ss. i COUNTY OF LOS ANGELES On this 28th day of Anguat- 1 1970 , before me per- sonally appeared Benton L Crowell known to me to be the attorney -in -fact of General Insurance Company of America, the corporation that executed the within instrument, and ac- knowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County, the day and year in this certificate first above written. OFFICIAL SFAL �c °_- cal GZv tp,t ALICE A CAS NON Notar Public in the tare of California -i PJOTARI'PlJ'J' IC -C4L'F -F;JA County of Los Angeles t (Seal) - LOS A "GELES COU "STY My Commission Expires June 30, 1972 S -760 RI 7/66 0 0 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 is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants 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 attached 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 subcontractor 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 whomesoever 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 bid. i Subscribed and sworn to before me by this 18 day of August , 19 70 . My commission expires: une 15, 1973 /s /Lura Lorraine Davis Notary Public FOR ORIGINAL, SEE CITY CLERK'S FILE COPY fi.. 0 0 Page 10 STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. Will submit if low bidder. s/ John Bebek, Pres ` :. t, ASSETS CURRENT ASSETS: Cash in Bank Accounts & Rentention Receivable Inventory -Work in Progress Employee Advances Total Current Assets FIXED ASSETS: Machinery & Equip. Office Furn & Fix Auto & Trucks Totals OTHER ASSETS: Prepaid Taxes Deposits Loan to Officers on Equipment Total Other Assets ( TOTAL ASSETS LIABILITIES & CAPITAL CURRENT LIABILITIES: Accounts Payable Contracts Payable - within 12 mo. Less: Interest Included Accrued Payroll Taxes Total Current Liabilities LONG TERM DEBT: Contracts Payable -over 12 mo. Less: Interest Included CAPITAL: Capital Stock Retained Earnings Net Profit or (Loss) Current Year Total Capital TOTAL LIABILITIES & CAPITAL V BEBEK CORPORATION Balance Sheet May 31, 1970 Cost 10,126.89 615.05 8,841.90 19,583.84 Depr. 674.97 76.15 2.473.94 3,225.06 5,673.24 534.80 1,609.29 168.00 • 11,065.26 33,200.75 29,929.00 1.440.00 Net 9,451.92 538.90 6,367.96 117.22 1,265.00 40.320.78 56,782.29 5,138.44 2.675.04 10,000.00 (6,877.65) 64.537.38 x , PI/gllc W�RKa NEWPpRT gL C4, 75,635.01 16,358.78 41.703.00 133.696.79 64,595.77 1,441.29 67,659.73 133.696.79 .JERRY W. LARSEN PaiWc 4owa 4od I7O34 SELIFLOWEII lLVD. . ltLLFLOW[I,. CALIF 1 BASED UPON THE BOOKS AND RECORDS WITHOUT CONFIRMATION BY AUDIT i x-w+4t .YOlI :�iF�IYK t. -=.. .,w Ji, .: .. ._.e _:� +s, sv aL2nitif.T...NIQMb..a9M ..w rew:.53 �• 0 0 Page l0a TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For Whom Performed (Detail) Person to Contact Telephone No. Will submit if low bidder • • B. Qualifications of Bebek Corporation, second low bidder Pat Dunigan has also contacted references of Bebek Corporation, his notes are set forth below. 1. Irvine Industrial Complex - Mike Babbitt 833 -1010 Bebek has done 6 - 8 jobs - they would like to have him on every one; very satisfied; Bebek moves in, does work, cleans up, gets out. In case of fiber glass pipe under MacArthur, pipe failed due to supplier's problems; Bebek replaced pipe immediately, is still fighting with supplier, but did not involve Irvine. 2. E. L. White Co. - Chas. Crump 638 -3163 Has used 8evek as a sub - some "deep stuff" very satisfied; has known Bebek to be good contractor for years up in Los Angeles. "Couldn't find a better underground man ". 3. Irvine Ranch plater District - Bob Corn 833 -1223 Bebek has done much for them - completely satisfied - recommends them. 4. City of Newport Beach - Pat Dunigan 673 -2110 Bebek has done two jobs in the city (for private developers) - one deep (16'), 15" VCP below water table and in shale, one 8" VCP in Bayside Drive with traffic. Both jobs very good. 5. Los Angeles County Flood Control District - Mr. McClellan Bebek has done a large amount of deep, large diameter storm drain work for the District. The firm is unusually capable. On one project a number of unforeseen conflicting utilities were discovered. The problem was handled skillfully by Bebek. PAGE 11 C O N T R A C T THIS AGREEMENT, MADE AND ENTERED INTO THIS IL � DAY OF 5;E7r'fF/h/j�l: BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND BEBEK CORPORATION HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSEITH: 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 Storm Drain and Miscellaneous Improvements (Fernleaf Storm Drain, Phase II), C -1287 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 LO$ 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, 00 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 AGREEMENT. 2/x/6 PAGE 12 5e PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIA, THE CITY COUNCIL HAS ASCERTAINED THE.GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN. 6. 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 FROMTHE PERFORMANCE OF THE CONTRACT OR WORK, REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACT, REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE CAY AND YEAR FIRST ABOVE WRITTEN. CITY OF NEWPORT BEACH, LIFOR A MAYOR ATTEST: CITY CLERK CONTRALTO (SE AL) TITLE jjlli l�' 111 APPROVED AS TO FORM: TY ATTO Y • ALTERNATE "B" • ( "B ") PR 1 of 6 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -1 36 18 -inch (3,000 -D) thick wall Lineal R.C.P. storm drain Feet @ One Hundred Fifty Dollars and no Cents $ 150.00 $ 5400.00 Per Lineal oot B -2 276 42 -inch (3,000 -D) thick wall Lineal R,C.P, storm drain Feet @ Two Hundred Dollars and no Cents $ 900.00 $ 55,9nn_nn Per Linea Foot B -3 70 4 -inch Polyvinyl Chloride drain Lineal pipe Feet @ Tan Dollars and Nn Cents $ in nn $ 700 nn Per Lineal Foot B -4 Lump Sum Curb inlet, Type OL -A (L =5') per STD - 305 =L, complete in place @ Eleven Hundred Fifty -Six Dollars and no Cents $ 1156.00 $ 1156.00 Lump Sum B -5 Lump Sum Curb inlet, Type OL -A (L =1,4') per STD - 305 -L, complete in place @ Eleven Hundred Seventy -five Dollars and no Cents $ 1175.00 $ 1175.00 Lump Sum B -6 Lump Sum Construct grate inlet catch basin with modified manhole #4 in Alley 21 -B @Nine hundred eighty -one Dollars and no Cents $ 981.00 $ 981.00 Lump Sum B -7 Lump Sum Construct modified manhole #2 @ Two thousand Dollars and nn Cents $ 2000.00 $ 2000.00 Lump Sum @ Four hundred Dollars and Cents $ 400.00 $ 1600.00 er Eac • . ( "B ") PR 2 of 6 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -8 Lump Sum Construct junction structure #4 - Case 1 @ Two Hundred Fifty Dollars and no Cents $ 250.00 $ 250.00 Lump Sum B -9 Lump Sum Construct junction structure #4 - Case 2 @ Three hundred seventy Dollars and no Cents $ 370.00 $ 370.00 Lump Sum B -10 Lump Sum Modify existing area drain outlet box in alley 21 -B @ Two Hundred Dollars and no Cents $ 200.00 $ 200.00 Lump um B -11 Lump Sum Construct area drain connection box in alley 21 -B @ One hundred twenty -five Dollars and no Cents 125.00 125.00 Lump Sum $ $ B -12 Lump Sum Abandon existing storm drain @ Twelve Hundred Dollars and Cents $ 1200.00 $ 1200.00 ump Sum B -13 180 Construct 8 -inch extra strength Lineal V.C.P. sewer main Feet $ Sixty Dollars and nn Cents $ 60.00 $ 10,800.00 Per 7nea Foot B -14 4 Construct 4 -inch V.C.P. sewer Each laterals and connect to existing @ Four hundred Dollars and Cents $ 400.00 $ 1600.00 er Eac i • • ( "B ") PR 3 of 6 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT - UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -15 2 Construct reinforced manhole Each #2 per STD -402 -L @ Twelve Hundred Dollars and no Cents $ 1200.00 $ 2400.00 Per Each B -16 1 Construct reinforced drop Each manhole #2 per STD -402 -L @ Sixteen hundred Dollars and no Cents $ 1600.00 $ 1600.00 Per Each B -17 Lump Sum Abandon existing sewer main @ Five hundred Dollars and no Cents $ 500.00 $ 500.00 Lump Sum B -18 203 Remove and relay existing 6 -inch Lineal A.C.P. water main in alley 21 -B Feet @ Ten Dollars and no Cents $ 10.00 $ 2030.00 Per Lineal Foot B -19 Lump Sum Remove and reset existing 6 -inch gate valve @ Two hundred Dollars and n Cents $ 200.00 $ 200.00 Lump Sum B -20 6 Remove and reinstall existing Each 1 -inch service connections @ One Hundred Fifty Dollars and no Cents $ 150.00 $ 900.00 Per Each B -21 230 Install new 6 -inch asbestos Lineal cement pipe water main Feet @ Ten Dollars and I no Cents $ 10.00 $ 2300.00 Per Lineal Foot ( "B ") PR 4 of 6 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN'WORDS PRICE " " PRICE' B -22 316 Install new 8 -inch asbestos Lineal cement pipe water main Feet @ Twelve Dollars and no $ 12.00 $ 3792.00 er Lineal Foot B -23 1 Install new 6 -inch gate valve Each @ Two Hundred Dollars and No Cents $ 200.00 $ 200.00 Per Each B -24 2 Install new 8 -inch gate valve Each @ Three Hundred Dollars and no Cents $ 300.00 $ 600.00 Per Each B -25 12 Install new 1 -inch water services Each @ One Hundred Fifty Dollars and No Cents $ 150.00 $ 1600.00 Per Each B -26 2 Install new fire hydrant assembly Each @ Nine Hundred Fifty Dollars and no Cents $ 950.00 $ 1900.00 Per Each B -27 365 Construct asphaltic concrete Tons base course @ Thirteen Dollars and Nn Cents $ 1-100 $ 474D On Per Ton B -28 70 Construct asbestos asphaltic Tons concrete surfacing @ Twenty -three Dollars and no Cents $ 23.00 $ 1610.00 Per Ton ( "B ") PR 5 of 6 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -29 375 Construct variable thickness Square asphaltic concrete patching Feet @ One Dollars and Twent Cents $ 1.20 $ 450.00 er quare oot B -30 920 Construct 4 -inch thick asphaltic Square concrete pavement Feet @ No Dollars and Eighty Cents $ .80 $ 736.00 de �uaoot r B -31 350 Construct 6 -inch and variable Lineal C.F. Type "A" curb and gutter Feet @ Three Dollars and No Cents $ 3.00 $ 1050.00 er Lineal oot B -32 120 Construct 4 -inch thick Square P.C.C. sidewalks Feet @ One Dollars and Twentv Cents $ 1.20 $ 144.00 Per Square Foot B -33 525 Construct 6-inch thick P.C.C. Square drive and garage approach Feet @ One Dollars and Tw Cents $ 1,2n $ 6sn_nn er Square Foot B -34 5580 Construct 6 -1/2 inch thick Square P.C.C. alley pavement Feet @Ohp Dollars and Tld Cents $ 1.20 $ 6696:00 er quare oot 0 0 ( "B ") PR 6 of 6 ITEM QUANTITY ITEM DESCRIPTION UNIT. TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -35 B -37 2 Each 60 Square Feet 2 Each Construct 6 -1/2 inch thick P.C.C. alley approach over 4 -inch aggregate base @ Two Hundred Eighty -five Dollars and no Cents $ 285.00 $ 570.00 Per Each Replace or adjust walks and landings to grade @ One Dollars and Twent Cents er Square Foot Install survey monuments $ 1.20 $ 72.00 @ One Hundred Dollars and no Cents $ 100.00 $ 200.00 Per Each TOTAL PRICE WRITTEN IN WORDS: One Hundred 1 Thousand Two Hundred Eighty- ollars and . dnllarg and no cpntc Cents $ 116:282.00 INDEX TO SPECIAL PROVISIONS FOR STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) CONTRACT NO. 1287 PAGE NUMBER I SCOPE OF WORK 1 II COMPLETION OF WORK 1 III AWARD OF CONTRACT 1 IV PAYMENT 2 V CONSTRUCTION SURVEY STAKING 2 VI TRAFFIC CONTROL AND ORDER OF WORK 2 VII NOTICE TO RESIDENCES 2 VIII RESTORATION OF EXISTING IMPROVEMENTS 3 IX EXISTING UTILITIES 3 X WATER 3 XI SUBSURFACE INVESTIGATION 3 XII STORAGE YARD 3 XIII CONSTRUCTION DETAILS 4 1. PAVEMENT REMOVAL, EXCAVATION, AND SUBGRADE PREPARATION 4 2. PIPE CONSTRUCTION AND RELATED STRUCTURES 4 A. GENERAL 4 B. STORM DRAINS AND APPURTENANCES 5 C. SEWER MAINS 6 D. WATER MAIN 6 3. PORTLAND CEMENT CONCRETE IMPROVEMENTS 7 A. GENERAL 7 B. PORTLAND CEMENT CONCRETE ALLEY PAVEMENT 8 C. CROSS GUTTERS, SPANDRELS, CURB AND GUTTER 8 D. ALLEY APPROACHES 8 4. ASPHALTIC CONCRETE CONSTRUCTION 8 A. ASPHALTIC CONCRETE BASE COURSE 8 B. ASBESTOS ASPHALTIC CONCRETE SURFACING 9 C. ASPHALTIC CONCRETE PATCHING 11 5. ADJUSTMENT OR REPLACEMENT OF WALKS AND LANDINGS 11 6. ADJUSTING MANHOLES, UTILITY BOXES, VALVE COVERS, TO FINISHED GRADE 11 7. FILLING ON PRIVATE PROPERTY IN ALLEY 21 -B 12 8. VARIABLE HEIGHT REDWOOD HEADERS 12 9. SURVEY MONUMENTS 12 • • SP 1 of 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) CONTRACT NO. 1287 I. SCOPE OF WORK The work to be done under this contract consists of constructing one of the following alternates: Alternate "A" consists of the construction of a main line storm drain, sewer main, and reconstructing street improvements in Dahlia Avenue and First Avenue; constructing a lateral storm drain and sewer main in alley number 21 -B; constructing water main and reconstructing alley pavement in alley numbers 21 -B and 21 -C; and replacing the water main in First Avenue as shown on the plans. Alternate "B" consists of the construction of a main line storm drain and sewer main in First Avenue and alley number 21 -B; reconstructing street improvements and replacing a water main in First Avenue; replacing a water main and reconstruction of alley pavement in alley, numbers 21 -B and 21 -C as shown on the plans. The contract requires completion of all work in accordance with these Special Provisions, the City's Standard Specifications, the Plans (Drawing Numbers D- 5057 -S, R- 5179 -S, A- 5045 -S, and S- 5037 -S), the City's Standard Drawings and Special Provisions, and applicable portions of the State of California Standard Specifica- tions, January 1969. The City's Standard Specifications are the Standard Specifications for Public Works Construction, 1970 Edition. The Cites- Standard Special Provisions and Drawings may, be obtained at the Public Works Department for a fee of $2.00. II. COMPLETION OF WORK The Contractor shall complete all work on the contract within 120 consecutive calendar days after the date the City executes the contract. III. AWARD OF CONTRACT Bidders should submit bids for both Alternate "A" and Alternate "B ". Award of the contract will be made on either Alternate "A" or Alternate "B" The City reserves the right to award the contract on the basis of either Alternate "A" or Alternate "B ". IV. VI 0 PAYMENT 0 SP 2 of 12 Payment for incidental items of work, not separately provided for in the proposal, shall be included in the price bid for the various items of work and no additional compensation will be allowed. CONSTRUCTION SURVEY STAKING Field surveys for control of construction and setting of monuments shall be the responsibility of the Contractor. All such surveys including construction staking shall be under the supervision of a California Licensed Surveyor or Civil Engineer. Staking shall be performed on all items ordinarily staked at intervals normally accepted by the City and trades involved. Payment for construction survey staking shall be considered as included in the various items of work and no additional allowance will be made therefor. TRAFFIC CONTROL AND ORDER OF WORK The Contractor shall provide traffic control in compliance with Section 7 -10 of the Standard Specifications, except as noted below. The Contractor shall submit a written proposed plan of traffic control to the engineer for his approval concurrently with the written construction schedule as specified in Section 6 -1 of the Standard Specifications. The Contractor shall arrange his street construction in such a manner that minimum detouring of through traffic on Carnation at First Avenue will be required. Initially, the Contractor shall construct the mainline sewer and storm drain in First Avenue in Alternates "A" and "B" and Dahlia Avenue in Alternate "A ". The properties located at 2501, 2515, and 2517 Bayside Drive have sole vehicular and pedestrian access from First Avenue through Alley No. 21 -C. The property located at the northwest corner of First Avenue and Dahlia Avenue will also be denied vehicular access during storm drain, sewer, and street construction in Alternate "A ". The Contractor shall attempt to minimize the durations of inaccessibility of vehicles in these areas during the construction. He shall also provide safe pedestrian access to these areas during the entire construction. The Contractor shall provide vehicular access from Second Avenue through Alley 21 -B to all the properties fronting the west side of Dahlia Avenue between First and Second Avenues during storm drain, sewer and street construction in First and Dahlia Avenues. Vehicular access from First and Dahlia Avenues shall be resumed to these properties and the residence at 2520 First Avenue prior to commencing any construction in Alley 21 -B. Prior to the closure of Dahlia Avenue southerly of First Avenue for street construction, vehicular access shall be provided to Alley 21 -C. VII. NOTICE TO RESIDENCES The City will mail a preliminary notice to all residences to be affected by this work. Between 40 and 55 hours prior to closing a street or alley to vehicular traffic, the Contractor must, with utmost care, distribute to each and every residence, a notice prepared by the City, stating when the work will begin and approximately when the street or alley will be restored to normal passenger vehicular 0 0 SP 3 of 12 use. Errors in distribution, false starts, acts of God, or other alterations of the schedule will require renotification, using an explanatory letter prepared by the City and distributed by the Contractor. The same notification procedure must be followed by the Contractor 3 to 5 hours before shutting off water service. VIII. RESTORATION OF EXISTING IMPROVEMENTS Restoration of existing improvements shall conform to Section 7 -9 of the Standard Specifications. The Contractor shall be responsible for replacing all landscaping and sprinklers damaged or removed during construction. The materials and plant species used for replacement shall be the same or equal to those damaged or removed. The cost of protecting and restoring landscaping and fences, including relocation of underground sprinkler lines, shall be included in the unit price bid for other items of work and no separate or additional compensation will be allowed. IX. EXISTING UTILITIES Utilities shall be investigated, protected or relocated in accordance with Section 5 of the Standard Specifications. The Contractor shall be responsible for providing temporary water and sewer service to properties adjacent to the work. X. WATER The Contractor shall make his own provisions for obtaining and applying water necessary to perform his work. If the Contractor desires to use available City water, it shall be his responsibility to make arrangements for water purchases by contacting the City's Utility Superintendent, Mr. Tom Phillips, at (714) 673 -2110, extension 267. XI. SUBSURFACE INVESTIGATION The log of test borings data is included in the plans for the Contrator's information only. The City does not guarantee soil moistures, strata, or classifications at other locations or depths not investigated within the work areas. A copy of the subsurface investigation report is available for review at the Public Works Department office. The Contractor may wish to perform subsurface soil investigations prior to submitting a bid or performing the work. XII. STORAGE YARD A storage yard, at the corner of Dahlia and 5th, is available for the Contractor's use. The Contractor shall maintain the yard in a neat and orderly manner. Upon completion of the contract, the Contractor shall clean and return the yard to its original condition including repairs to the pavement as required. XIII. CONSTRUCTION DETAILS 0 SP4of12 1. Pavement Removal, Excavation,. and Subgrade Preparation Existing portland cement concrete or asphalt concrete improvements to be removed shall be sawcut along property lines, join lines, at the locations beyond property lines as shown on the Plans, or as directed by the Engineer. Final removal at the sawcut lines may be accomplished by the use of jack hammers or sledge - hammers. It is emphasized that edges created by other means or final removal accomplished by other means will not be acceptable, and hard blow pavement breakers, such as stompers, will not be permitted on the job. The cost of roadway excavation subgrade preparation, cut and fill slope grading, and all miscellaneous earthwork shall be considered as included in the unit prices bid for other items of work and no additional compensation will be allowed therefor. All existing and temporary pavement to be removed and all material to be excavated from both trench and street areas down to the subgrade plane shall become the property of the Contractor. It shall be his responsibility to dispose of the material away from the job site in a manner and at a location acceptable to all cognizant agencies. The Contractor shall prepare the subgrade by scarifying, cultivating, watering or drying, and compacting the road bed to a depth of 6 inches in conformance with Subsection 301 -1.2 of the City's Standard Specifications. The relative compaction of the top 6 inches of the subgrade material shall be a minimum 90 %. These requirements will be valid regardless of the moisture content of the subgrade soils. 2. Pipe Construction and Related Structures A. General In lieu of open trenching, all or any portion of the pipeline work may be tunneled or jacked at the contractor's option as provided in Section 306-1.1 of the Standard Specifications. Jacking or tunneling operations shall conform to Section 306 -2.4 through 306 -2.5.8 of the Standard Specifications, except that the cost of jacking or tunneling shall be at the unit price for that portion of pipeline or conduit installed within the casing or tunnel. If the contractor elects to exercise this option, a portion of the reconstruction of existing surface and subsurface improvements may be omitted in Alley 21 -B and in First and Dahlia Avenues, resulting in a quantity reduction in several contract items. The reduction of these quantities shall not be governed by Section 3 -2 of the Standard Specifications and no adjustment in the contract unit price will be allowed. Storm drain, sewer and water main bedding and backfill shall be placed to the street subgrade line as shown on the Plans. The sand bedding material under the pipe shall have a minimum sand equivalent value of 40. A Portland cement and sand slurry mixture shall be used as a backfill material around all storm drain pipe to one foot over the top • • SP 5 of 12 of pipe, as shown on the Plans. Each cubic yard of the cement sand slurry mixture shall be composed of one 94 -pound sack of Portland cement and an aggregate consisting of rock dust and plaster sand or sands of similar nature per cubic yard. The mixture design and water content shall be such as to aid backfill consolidation around the pipe and to prevent any future settlement. Special care shall be taken to insure that all voids are completely filled with the slurry mixture. Backfill material in all pipe trenches and associated structures shall be placed and compacted in accordance with Section 306 of the Standard Specifications, except that water densified backfill including jetting as specified in Section 306-1.8.2 will not be permitted. All native materials excavated from the storm drain, sewer and water pipe trenches and associated structures not used for backfill will become the property of the Contractor and shall be hauled and disposed of away from the job site as it is excavated. Existing storm drains and sewer mains to be abandoned shall be filled with sand, and the ends brick and mortar sealed in accordance with Section 306 -3.1 of the Standard Specifications. The existin sewer manhole located on private property between Lot 11 and Lot 13 ?427 and 433 Dahlia Avenue) shall be abandoned and filled with sand. All of the existing manholes, inlets and junction structures, storm drain pipe and sewer mains in line with the new storm drains shall be removed. B. Storm Drains and Appurtenances The Contractor shall provide for continuous flow of storm and nuisance water during the progress of the work by constructing temporary berms, channels, sandbags, etc. to avoid damage to adjacent properties. Reinforced concrete pipe joints shall be mortared on the inside and outside. Local area drains shall be constructed of 4 -inch diameter rigid plastic drain pipe as manufactured by Carlon Products Corporation, Compton, California, or an approved equal. Concrete pipe collar connection conforming to City of Newport Beach Standard Drawing 313-L shall be used to connect the new storm drain to the existing storm drain on Dahlia Avenue. The unit price bid per lineal foot of storm drain pipe shall be in accordance with Section 306-2.3.8 of the Standard Specifications including bedding, cement slurry and sandbedding materials, pipe collars, etc., and all other necessary work and materials required to construct the operative storm drains, excluding curb inlets, alley inlets, junction structures, and temporary and permanent trench resurfacing. 0 0 SP6of12 The lump sum unit price bid for each junction structure, and each curb inlet structure, and modified manhole No. 2 shall be in accordance with Section 306 -2.3.8 and as shown on the Plans including all connections to the new and existing storm drains. C. Sewer Mains The bottom of the manhole Alternate "A" at street station 6 +5920 Dahlia Avenue shall be modified by cutting a new channel in the base to accommodate the diversion of sewage flows. A rich concrete mortar topping shall be placed over all cut edges. The unit price bid per lineal foot for 8Ginch vitrified clay pipe sewer main shall be in accordance with Section 306-2.3.8 and shall include all piping, the drop connection, excavation, bedding, backfill and modifications to the manholes as stated herein and as shown on the Plans including all materials and work required to construct the new operative sewer main. The unit price bid per lineal foot for 4 -inch diameter vitrified clay pipe sewer lateral house connections shall be in accordance with Section 306-2.3.8 except for the sewer materials at 427 and 431 Dahlia. It is not known at this time if the sewer lateral to 431 Dahlia Avenue (Lot 11 and portion of Lot 9) sewers directly into the existing mainline sewer traversing private property or if a lateral sewers directly into the alley behind 431 Dahlia Avenue. The price bid for 4 -inch diameter vitrified clay pipe sewer lateral house connection to 431 Dahlia shall take into consideration that this bid item may be removed from the contract as determined by the engineer. The deletion of this item shall be applied at the price bid and shall not be governed by Sections 3-2 and 3 -3 of the Standard Specifications. D. Water Main 1. Asbestos Cement Pipe Water Mains The price bid per lineal foot for asbestos cement water mains shall include excavation, backfill, tees, crosses, elbows, reducers, joint couplings, thrust blocks, anchor blocks, and other miscellaneous appurtenances, slope protection, landscaping replacement, etc., required to construct the operative water mains, excluding gate valves and temporary trench resurfacing. The City's Utility Division shall be notified at least 24 hours in advance of the need to shut down any existing water main. 2. Fire Hydrant Assemblies The unit price bid for fire hydrant assemblies shall include the fire hydrants, risers, elbows, ring tite flanged gate valves, thrust blocks and pipe required to connect the assembly to the gate valves and water main, as shown on the plans and as per City of Newport Beach STD- 500-L. 0 3. Water Services • SP7of12 New one -inch copper water services (per City of Newport Beach STD - 501 -L) shall be installed to all vacant lots, to existing and relocated water meters in the alleys, to existing water meters in the street areas, and installed for air release purposes. The City will relocate the water meters that are not presently adjacent to the alley right of way line to the alley right of way line prior to the starting of the Contractor's work. The relocated water meters will be connected by a temporary service connection installed by the City. After the Contractor has connected the new water service lateral to the newly relocated water service, he shall return the temporary water service connection previously installed by the City to the City's Utility Division. 3. Portland Cement Concrete Improvements A. General Portland cement concrete furnished for structures and their appurtenances shall be 6.0 -B -3000. Portland cement concrete furnished for construction of all alley pavement, alley approaches, garage approaches, sidewalks, retaining walls, thickened edges, and trench patching shall have a B or C gradation and shall attain a minimum modulus of rupture of 600_psi (tested in conformance with ASTM designation: C78 -49) within 28 days after placement. Portland cement concrete shall be securely barri- caded immediately after placement and no vehicular traffic will be allowed thereon until beam tests yield a minimum modulus of rupture of 450 psi. In view of the portland cement concrete strength requirements described above and the schedule of work limitations described in Sections II and VI of these Special Provisions, the Contractor may find it necessary to add additional cement, use special aggregates, or use admixtures to meet the specifications. The intent of these Special Provisions is that the Contractor prepare his bid in conformance with these strict limitations and no additional compensation will be allowed for the extra materials that may be required to meet these conditions. The Contractor will be permitted to use concrete pumping methods to facilitate concrete placement. All sidewalk or drive approaches that extend beyond the street or alley right of way shall be deeply scored at the right of way line. Portland cement concrete garage approach and sidewalk sections shall be placed separately from portland cement concrete alley pavement. • • SP 8 of 12 B. Portland Cement Concrete Alley Pavement Contact ,points shall be constructed in conformance with the City of Newport Beach Drawing No. STD - 116 -L. Street joints shall be constructed where shown on the Plans. Alley joints shall be constructed in conformance with City of Newport Beach Drawing No. STD - 118 -L. Special care shall be taken to locate weakened plane ,points at water meter boxes, power poles, and all other critical locations. A 12 -inch wide smooth trowel surface shall be constructed along the flow line (centerline) of each alley. The remainder of the alley surface shall be light broom finished. C. Cross Gutters, Spandrels, Curb and Gutter The unit price bid for Portland cement concrete cross gutters and spandrels shall include the curb returns adjacent to the spandrels and the 4 -inch aggregate bedding. The unit price bid for 6 -inch and variable curb face "Type A" Portland cement concrete curb and gutter shall include all curb and gutter regardless of the curb face height excluding curb returns adjacent to spandrels. D. Alley Approaches Portland cement concrete alley approaches shall be constructed in accordance with the City of Newport Beach Drawing No. STD -106 -L with the following exceptions. 1. Portland cement concrete shall be 6I inches thick instead of 6 inches thick. 2. Curb return radii shall be as shown on the Plans. The cost of constructing the 4 -inch thick layer of aggregate base shall be included in the unit price bid for each alley approach to be constructed. 4. Asphaltic Concrete Construction A. Asphaltic Concrete Base Course The asphalt concrete to be furnished and placed for the lower 8 -inch (base course) of the new street pavement section shall be III -B2 -85 -100 in conformance with Section 400 -4 of the City's Standard Special Provisions. The 8 -inch base course shall be placed in two layers; each having a compacted thickness of four (4) inches. Prime coat will not be required on the prepared subgrade. The tack coat in conformance with Subsection 302 -5.3 of the City °s Standard Specifications shall be applied to the existing asphalt concrete surfaces, and between the base course and the surface course. 0 SP9of12 The Contractor shall provide the types and numbers of rolling equipment as required in Sections 39 -5.02 and 39- 5.03 of the State Standard Specifications. Spreading and compacting shall be in conformance with Section 394 of the State Standard Specifications or as directed by the Engineer, except that motor graders will not be allowed for spreading. Special attention is directed to the construction of longitudinal joints as specified in the eighth paragraph of Section 39 -6.01. When the pavement cross section does not permit longitudinal joint spacing as specified above, the joints between courses shall be offset not less than 0.5 foot alternately to a pattern approved by the Engineer. The following compaction procedures will be required for the base course, unless the Engineer directs otherwise; 1. Initial rolling shall proceed directly behind the spreader and shall consist of two complete coverages of the asphalt mixture, and shall be performed with a 2 -axle or 3 -axle steel -tired tandem roller. Such rollers shall weigh not less than 10 tons. A motor grader shall trim and shape the layer immediately after completion of initial rolling. Additional material may be end dumped as required to fill low areas. 2. Additional rolling shall proceed directly behind the motor grader and shall consist of four complete coverages with a pneumatic roller as specified in the Standard Specifications or allowed by the Engineer. Such rollers shall weigh not less than 12 tons. A complete coverage will be 2 passes of the roller in the same roller width. 3. Rolling shall commence at the center of the pass and work toward the edges. The intent of these specifications is to have all breakdown and additional rolling performed while the mixture is sufficiently hot to facilitate satisfactory compaction. The Engineer will, therefore, vary paving rates as necessary or require additional compaction equipment, in order to insure adequate compaction of a hot mixture. B. Asbestos - Asphaltic Concrete Surfacing The 1z -inch asbestos - asphaltic concrete surfacing shall not be placed until all of the asphaltic concrete base course is constructed. Asbestos - asphaltic concrete surfacing shall be Type III -C2 -85 -100 using paving grade asphalt and conforming to Section 400 -4 of the Standard Special Provisions and as hereinafter modified. The asphalt binder mixed with mineral aggregate shall be between 8.5% and 9.5% by weight of the dry aggregate. The amount and grade of asphalt binder to be mixed with the aggregate will be determined by the Engineer. • SP 10 of 12 Chrysotile Coalinga asphaltic asbestos fiber, as manufactured by Johns - Manville Corporation, or approved equal fiber shall be added to the mixture of asphaltic concrete at the rate of 2% by weight of the dry aggregate. The asbestos fiber shall conform to the following standards: Ro -Tap Test (100 grams - 3 minutes) +65 mesh - 40% minimum Qama Wet Wash 200 mesh - 20% minimum Penetration Efficiency 70 -95% While stored at the batch plant site, the asbestos shall be given suitable protection from moisture. Any asbestos which is wet or damp shall be rejected. Proportioning and mixing shall conform to Section 203 -6.4 through 203 -6.7 of the Standard Specifications. The mixture shall consist of the following: Materials Percent by Weight Aggregate (including filler materials 88.5 to 89.5 Asphaltic Binder 8.5 to 9.5 Asbestos 2.0 Asbestos fiber shall be added to the mixer from the weight bin through an inspection plate in the pug mill mixing chamber. After the asbestos fiber is added to the dry aggregate, they shall be dry mixed for a minimum of 10 seconds at which time the asphalt may be added. The combined aggregate, asbestos, and asphalt shall then be wet mixed for an additional 30 seconds minimum. The asbestos asphaltic concrete mixture shall have a temperature of 3100 F to 3500 F at the time of discharge from the mixer. The mixing operations shall be performed in a manner that will provide a homogenous, uniform mixture of asphalt, aggregate and asbestos fibers throughout all material delivered to the job site. Streaks and /or pockets of asbestos shall be considered as evidence of inadequate mixing or other malfunctioN and materials containing such streaks or pockets will not be accepted by the Engineer. Unacceptable material shall be removed from the project and disposed of by the Contractor at no expense to the City. The asbestos asphaltic concrete mixture shall be covered when transported from the batch plant to the paving machine to assure uniform temperature control; uncovered loads arriving at the project location will be subject to rejection. The mixture shall not be less than 3000 F and not more than 3400 F when delivered to the paving machine at the project site. Any material delivered to the project at less than 3000 F will be automatically rejected. SP 11 of 12 A SS -lh liquid asphalt tack coat shall be applied at the rate of 0.04 to 0.80 gallons per square yard to the asphaltic concrete base course prior to placing the asbestos asphaltic concrete. The Contractor is cautioned that asbestos - asphaltic paving mixtures set up at higher temperatures than normal asphaltic concrete mixtures and every effort shall be .ade to compact the mat as close as practical to paving machine while the material is in a compactible condition. No mixture shall be placed on the grade unless the atmospheric temperature is at least 500 F and rising. The minimum rolling equipment required shall consist of one pneumatic - tired breakdown roller and two steel - wheeled rollers all equipped with scrapers to prevent the mixture from sticking to the rollers. The breakdown rollers shall proceed immediately behind the paver. Standing of the rollers on the newly - placed asbestos- asphaltic concrete mat will not be permitted. Backcasting after a pass has been made by a roller or so- called "skin patching" of the surface will not be permitted. C. Asphaltic Concrete Patchinaa Etc. Asphaltic concrete used for variable thickness asphaltic concrete pavement, and miscellaneous patching shall be constructed with Type III -C3 -85 -100 asphaltic concrete. 5. Adjustment or Replacement of Walks and Landings Brick, flagstone, concrete, etc. walks and landings adjacent to the existing curb and gutters and driveways shall be adjusted or replaced in kind to meet the grade of the new construction. 6. Adjusting Manholes, Utility Boxes, Valve Covers, etc. to Finished Grade Prior to construction, the Contractor and the Engineer will determine what utility boxes and /or covers, etc. are broken and not salvable. Cracked water meter boxes shall be salvaged and reset by the Contractor. Badly broken or shattered water meter boxes will be replaced by the City and reset by the Contractor. Utility boxes, water meter boxes and /or covers, etc., broken as a result of the Contractor's operations, shall be replaced at the Contractor's expense. All sewer manholes, utility boxes, valve covers, etc., shall be reset to the existing adjacent pavement surfaces. Utility boxes, structures, etc., located in asphaltic concrete areas shall be adjusted after the asphaltic concrete has been placed. The cost of adjusting these facilities to grade shall be included in the price bid for the various items of work and no additional payment will be made. SP 12 of 12 7. Filling on Private Property in Alley 21 -B The Contractor shall utilize the top soil excavated from storm drain construction to fill the approximate limits as shown on the plan.in Lots 426, 428, and 430 Carnation Avenue and in Lot 427 Dahlia. The fill shall be gradually sloped from existing ground to meet the new alley grade profile. Existing fencing shall be adjusted to the new grade. Existing shrubs shall remain in place and be trimmed to accommodate the fill. Existing ice plant ground cover shall be replanted. The cost of performing this work shall be included in the various items of work and no additional payment will be allowed. 8. Variable Height Redwood Headers Two -inch thick variable height redwood headers shall be constructed as shown on the Plans. The headers shall be constructed to a depth that will provide adequate protection to existing fences and retention of adjacent soil. Any damages to existing improvements on private property resulting from the Contractor's operations shall be corrected at the Contractor's expense. The cost of constructing variable height redwood headers shall be included in the various bid items of work and no additional payment will be allowed. 9. Survey Monuments Survey monuments shall be constructed in accordance with City's Standard Drawing STD- 113-L. Field staking for the installation of survey monuments will be performed by the City. CONTRACT NO. 1287 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS m STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN. PHASE II) APPROVED BY THE CITY COUNCIL ON THIS 27th DAY OF JULY 1970 SUBMITTED BY: �r�3iz1< L'�2PC>2!3'��oN Contractor Rio -TUQN 3Ul-L QJVN�QN RD Address City rR� Cfl�tr 4�� ti� City ' Zip Code .� Page 1 ` CITV OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 10:00 A.M. on the 18th day of Amu ust�, 19 70 , at which time they wi b1T a opened and read, for performing work as follows: STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) CONTRACT NO. 1287 Bids must be submitted on the Proposal form attached with the contract documents furnished by the Public Works Department. The additional copy of the Proposal Form is to be retained by the bidder for his records. 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 title of the project and the words "SEALED BID" shall be clearly marked on the outside of the envelope containing the.bid. The Contract Documents that must be completed, executed, and returned in the sealed bid are: A. Proposal B. Designation of Subcontractors C. Bidder's Bond D. Non - collusion Affidavit E. Statement of Financial Responsibility F. Technical Ability and Experience References These documents shall be affixed with the signatures and titles of the persons signing on behalf of the bidder. For Corporations, the signatures of the President or Vice President and Secretary or Assistant Secretary are required and the Corporate SeT Sha be1T aR xe_r to aTT - documents requiring signatures. In the case of a Partnership, the signature of at least one general partner is required. No bids will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The Contractor shall state his license number and classification in the Proposal. Plans and Contract Documents, including Special Provisions, may be obtained at the Public Works Department, City Hall, Newport Beach, California, at no cost to licensed contractors. A non- refundable charge of $2.00 will be required for each set of Plans and Contract Docu- ments issued to others. It is requested that the Plans and Contract Documents be returned within 2 weeks after the bid opening. 1970 Edition The City has adopted the Standard Specifications for Public Works Construction (r9t7/ W111g7 1 as prepared by the Southern California Chapters of the merican ub is lor/ks�ation and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Ave., Los Angeles, Calif. 90034, (213) 870 -987). The City has adopted Standard Special Provisions and Standard Drawings. Copies of these are available at the Public Works Department at a cost of $2.00 per set. The City reserves the right to reject any or all bids and to waive any informality in such bids. }a ! City of Newport Beach, California Notice Inviting Bids • Page la In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California Labor Code (Sections 1770 et seq.), 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, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in Resolution No. 6982, adopted May 12, 1969. A copy of said resolution is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). 5 -15 -69 "A" PR 1 of 8 CITY OF NEWPORT'BEACH STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) CONTRACT NO. 1287 PROPOSAL To the Honorable City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. 1287 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices for the wo0"A" a in place, to wit: ALTERNA N A -1 226 18" (3,000 -D) thick wall Lineal Ft. R.C.P. Storm Drain @ Dollars and o, ✓ �(0 Cents $ �a. $ / SC. D, Per Linea Foot A -2 550 48" (3,000 -D) thick wall Lineal Ft. R.C.P. Storm Drain @ C'3NC kUnA-0R F_0 t e'a-Y Dol l ars and ��0 Cents $ /`/O. $ 7000 --per meal Foot A -3 93 4" Polyvinl Chlori.de Lineal Ft. Drain Pipe @ 1 C N Dollars and of cQ No Cents $ /p. $ 30, der L nea Foot A -4 Lump Curb Inl6t,Type OL -A (L =5 Ft.) Sum Per STD - 305 -L, Complete in Place @E_LEUEU 0:gm-ppED F;FTy -$IX Dollars and A v Cents is 4ymp zium "A" PR .2 of 8.. i 4Unnuir iicri ucakortirI1Ui1 Unll. _. W.I. „L._.._........ NO. AND UNIT UNIT'PRICE WRITTEN IN WORDS PRICE PRICE':.... A -5 Lump Curb Inlet.Type OL -A (L =14 Ft.) Sum per STD - 305 -L, Complete in Place ��VI% @ eLF_VQt N+,NAREI) gFi.dEllf�- Dollars and Al o Cents ump Sum A -6 Lump Construct Grate 'Inlet Sum Catch Basin in Alley 21 -B @J�inl� i��NOIZED f��6µ1`J ONE Dollars �— and T Sum N o Cents $_ $ A -7 2 Modify Existing Curb Each Inlet on Dahlia Ave. @ 0(AV 11vNDROX) KIN(EX Dollars and Y N o Cents $ 1 `t U . $ — ear �c A -8 Lump Construct Modified Sum Manhole #2 @ Twa -r4(, uQN `W Dollars and �Lo . Cents $ bOo, °� $ ? o00 • °' Lump Sum A -9 3 Construct Junction Each Structure #4 - Case 1 @Swo F , -ry Dollars and J` Cents $ L) Q, $ 750• e� r Eat A -10 1 Construct Junction Each Structure #4 - Case 2 @ i 1ARCLr_ 41uND(2Ep 3CvCNTV Dollars and No Cents $ er Eac A -11 Lump Modify Existing Junction Sum Structure at S.D. Sta 5 +61.31 Dahlia @ FtvF- 4uNaRCD Dollars and luu Cents $ Soo.'” $ Lump a • ITEM QUANTITY NO: AND UNIT N WORDS_ A -12 Lump Modify Existing Area Drain Outlet Sum Box in Alley 21 -8 "A" PR 3 of 8 .. . .................. @��uu {luNA2 @D Dollars ✓ and oa AJ� Cents $ .2w —rump` um A -13 Lump Construct Area DRain Connection Sum Box in Alley 21 -B. @ONEN�x1aepDTw My -F v,EDo11ars / and ✓ rju Cents $ /.115.°` Lump Sum A -14 Lump Abandon Existing Storm Sum Drain @Ttji&T�-gix IWt4DRF_D Dollars and N o Cents LUMP Sum A -15 704 Construct 8" Extra Strength V.C.P. Lineal Ft. Sew Main V @ 7µi - Dollars y� and Foot Per Al o Cents $ 30. $ d l Ira - O — L' T ` A -16 114 Construct 4" V.C.P. Sewer Lateral Lineal Ft. at 427 Dahlia Avenue Dollars and N o Cents $ 7. "� $ Per Linea Foot A -17 112 Construct 4" V.C.P. Sewer Lateral Lineal Ft, at 431 Dahlia Avenue @ SF -v&sA Dollars AI and Cents $ -] °� $ 7S- `i Per Linea of F of A -18 8 Construct 4" V.C.P. Sewer Laterals Each and connect to existing @ Dollars ✓ and No Cents $ y013 $ 3ao_01 Peer Eacc • 0 "A" PR 4 of 8 UNIT UNIT PRICE WRITTEN IN WORDS PRI A -19 Lump Construct Reinforced Manhole #1 Sum Per STD -401 -L @ TwEur Rug -DRF-D Dollars and No Cents $ LUMP Sum A -20 2 Construct Reinforced Manhole #2 Each per STD -402 -L @ TwE(_vL RUNT) 2F-1) Dollars V No and Cents $ l ° $ AN00. °`_ Pe Each A -21 Lump Construct Reinforced Drop Sum Manhole #2 per STD -402 -L @ �717CCfr IzN 14ur4i2F-D Dollars ad V No Cents $ 1600.01 ump SUM A -22 Lump, Modify Existing Manhole Base at Sum Sta. 6 +59.20 Dahlia Avenue @ Fives Dollars �Vo Cents $ S00•`` $ SDa. °° V Lump Sum A -23 Lump Abandon Existing Sewer Manhole Sum at 433 Dahlia @ t74REF 1AuN1)2Ei) Dollars V N e and Cents $ 30y. $ 360. °y Lump Sum A -24 Lump Abandon Existing Sewer Manhole Sum at Sta 1 +08.50, Alley. #21 -B @ TN(RE T)Ra'D Dollars � No and Cents $ '300. °� $ 300 -° ump Sum A -25 Lump Abandon EXisting Sewer Main Sum @ QNF_ TRouSAhQ Dollars and (�i o Cents Lump Sum 0 $ i000. °`- "A" PR 5 of 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE A -26 203 Remove and re -lay existing 6" A.C.P. Lineal Ft. water main in alley #21 -B @ 'TAN Dollars and No Cents $ 1 C)• °� $ a03D• °` Per Lineal Foot A -27 Lump Remove and reset existing 6" Sum gate valve @ TuJo rt,jrADRED Doi lars and G V/ A(o Cents $ 000; - $ G0,1 -9 ump Sum A -28 6 Remove and reinstall existing Each 1" service connections @ONfzl-LU1UDarLO Firm Dollars and p(o Cents $ ISo. $ Soo.` lser Each A -29 230 Install new 6' asbestos cement Lineal Ft, pipe water main @ 'ZEN Dollars and Cents $ f0. $ 03.00.09 —Ter Lito-al Foot A -30 448 Install new 8" asbestos cement Lineal Ft, pipe water main @ _ Dollars ✓ and r(o Cents $ /2 °° $ S3.7 --Ter Foot A -31 1 Install new 6" gate valve Each @ Two kUc -'DQC D Dollars ✓ and ° ---Per NO Cents $ ao0•° Each A -32 2 Install new 8" gate valve Each @ ` HRi£" I4UrL01R12 D Dollars v and No Cents $ 300,°' $ C�00•° Per ac m;x raial, ZZ • "A" PR 6 of 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE A -33 12 Install new 1" water services Each @ ONE urlT72E11 P,Gr�j. Dollars Nu -T-er and Cents $ $ Iga� 1 ac A -34 2 Install new fire hydrant assembly Each @NINE NuWDRe71 F&FTj Dollars N� and Cents $ SU, $ 19oa•0, Per Each A -35 920 Construct asphaltic concrete Tons base course @ Ta14 Dollars � No. and Cents $ /�. °✓ °o $ 9.2 OD - Per Ton A -36 170 Construct asbestos asphaltic Tons concrete surfacing @ F, I= -rFzrN Dollars No and Cents $ /S.°= $ a550. °6 v Per Ton A -37 500 Construct variable thickness Square Ft, asphaltic concrete patching @ b N E Dollars go. and Cents $ o` $ 500 ✓ er Square Foot A -38 920 Construct 4" thick asphaltic Square Ft, concrete pavement @ Dollars F IC IJTY and Cents $ -73C, Per Square Fo t A -39 1132 Construct 6" and variable C.F. Lineal Ft. Type "A" curb and gutter @ ti12Ei£ Dollars na u and Cents $ 3. °- $ '337C." Per square Foot 0 • "A" PR 7 of 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND:UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE A -40 420 Construct 8" thick P.C.C. cross Square Ft. gutter and spandrels over 4" aggregate base @ 0Niz Dollars and �uF Cents $ );�� $ So`�l av � er Square F of A -41 270 Construct 4 -inch thick P.C.C. Square Ft. sidewalk @ ONE Dollars and A0011 7W Cents $ /:� —° $ 3.1g. 00 Per square moo A -42 600 Construct 6" thick P.C.C. drive Square Ft. and garage approach @ OM CL Dollars and boll' `T�urtt`/ Cents $ o Per quare o0 A -43 5580 Construct 6 -1/2" thick P.C.C. Square Ft. alley pavement @ O plE Dollars v w� and Cents $ 1.2' $ er Square of A -44 2 Construct 6 -1/2" thick P.C.C. Each alley approach over 4" aggregate base @T UJ uffDol1ars ✓ I�u �l and Cents $ Q J • $ S l (�- Per Each A -45 180 Replace or adjust walks and Square Ft. landings to grade @ o rl E Dollars and oo ✓ Tu�iLntT`1 Cents $ ',20 $ AIL Per Square Foo TOTAL PRICE WRITTEN IN WORDS: CYVE14urlup2Fn SC UaLrE�j -S(:, 1)F-N( 7jgt)0AN1) Dollars and Nlmcr �S' �yE�l 17ou�P2� °► �I� Cents $ —170 • "A" PR 8 of 8 ITEM QUANTITY ITEM DESCRIPTION UYIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE A -46 3 Install survey monuments Each I @ Q�Ni- 40N'n2ED ` ,(7TN Dollars N� and Cents $ JSV. $ LISV , Per Each TOTAL PRICE WRITTEN IN WORDS: CYVE14urlup2Fn SC UaLrE�j -S(:, 1)F-N( 7jgt)0AN1) Dollars and Nlmcr �S' �yE�l 17ou�P2� °► �I� Cents $ —170 ITEM am REA MW M] W M— 1 M 70 4 -inch Polyvinyl Chloride drain Lineal pipe Feet @ T- r= N Dollars and Cents $ / O• " $ 00, e�Ci nea oT-F�� Lump Sum Curb inlet, Type OL -A (L =5') per STD - 305 -L, complete in place @ iLEUFN gu1V17, (?Q FLEI y-SIX Dollars and 1�10 Cents $%J 7 C. $ I I C. LUMP mum Lump Sum Curb inlet, Type OL -A (L =1,41) per STD - 305 -L, complete in place @tzlEu,�N u,vn��aC,OS�vrrR`(- �'K%11ars and /tl o Cents ump SUM Lump Sum Construct grate inlet catch basin with, modified manhole #4 in Alley 21 -B $ f 1-75, @]�1111�i 1- (un�i�2�D EtCL4 ('Qt4 Dollars and N e Cents $ 9 PLo $ (I F1 ump SUM Lump Sum Construct modified manhole #2 @ Dollars and Nu Cents $ a000• $ Lump Sum • ALTERNATE "B" ("B") PR 1 of 6 QUANTITY ITEM DESCRIPTION UNIT. TOTAL AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 36 18 -inch (3,000 -D) thick wall Lineal R.C.P. storm drain Feet @ UNE 4QM-0R00 1=LC-t4 Dollars No and Cents $ 1,50.1 $ 6goO.'� Per Lilizi Foot 276 42 -inch (3,000 -D) thick wall Lineal R.C.P. storm drain Feet @ iwo N-uNt-)Rj� D Dollars and No Cents $ °QUO. °' $ "300" = Per Linea Foot 70 4 -inch Polyvinyl Chloride drain Lineal pipe Feet @ T- r= N Dollars and Cents $ / O• " $ 00, e�Ci nea oT-F�� Lump Sum Curb inlet, Type OL -A (L =5') per STD - 305 -L, complete in place @ iLEUFN gu1V17, (?Q FLEI y-SIX Dollars and 1�10 Cents $%J 7 C. $ I I C. LUMP mum Lump Sum Curb inlet, Type OL -A (L =1,41) per STD - 305 -L, complete in place @tzlEu,�N u,vn��aC,OS�vrrR`(- �'K%11ars and /tl o Cents ump SUM Lump Sum Construct grate inlet catch basin with, modified manhole #4 in Alley 21 -B $ f 1-75, @]�1111�i 1- (un�i�2�D EtCL4 ('Qt4 Dollars and N e Cents $ 9 PLo $ (I F1 ump SUM Lump Sum Construct modified manhole #2 @ Dollars and Nu Cents $ a000• $ Lump Sum ( "B ") PR 2 of 6 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -8 Lump Sum Construct junction structure #4 - Case 1 @ (,-uc, lAuAlln a F, FTY Dol l ars and IJ Cents $ an-: dump Sum B -9 Lump Sum Construct junction structure #4 - Case 2 @TARRrL VluN�)RtiDSEVj!W Dollars and IVu Cents $ 370 - °J $ 37 d- -Lump hum B -10 Lump Sum Modify existing area drain outlet box in alley 21 -B @ w� )4QNDaC D Dollars and No Cents $ a2c3O, °' $ QOO.o ump SUM B -11 Lump Sum Construct area drain connection box in alley 21 -B @CAVE Numpago—lwz t - EiuOollars and Cents LUMP Sum $_J 2J. $ 1.2 b B -12 Lump Sum Abandon existing storm drain @ TwELV4 RQADI2U0 Dollars and Cents $ 1x00: $ /a00.`` Lump Sum B -13 180 Construct 8 -inch extra strength Lineal V.C.P. sewer main Feet $ Dollars and Jlo Cents $ 6U. $ 0 800 - �nea r ooh t B -14 4 Construct 4 -inch V.C.P. sewer Each laterals and connect to existing @ Fou iz 4u ND tZE D Dollars and �/u Cents $ 00•°'_ $ )Coo. c er ac 0 ( "B ") PR 3 of 6 ITEM QUANTITY ITEM DESCRIPTION .UNIT .. TOTAL NO. AND UNIT : "UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -15 2 Construct reinforced manhole Each #2 per STD -402 -L @ - wpLUIE 14QmQtii D Dollars and AJ V400, Cents $ /o-6o. °� $ ° Per ac B -16 1 Construct reinforced drop Each manhole #2 per STD -402 -L @ S IXi UN 1AQN bRE D Dollars and Nu. Cents $ %600. $J COO• °i der- ac B -17 Lump Sum Abandon existing sewer main @ rIUC 14uN -DR 'ZD Dollars and ho Cents $ 300.°`— $ 5oo, ump 5UM B -18 203 Remove and relay existing 6 -inch Lineal A.C.P. water main in alley 21 -B Feet @ TF rl Doll ars and rIJ Cents $ 10 $ X030-`` — Per inea Foot B -19 Lump Sum Remove and reset existing 6 -inch gate valve @ Tw Dollars and n10 Cents $ Lump SUM B -20 6 Remove and reinstall existing Each 1 -inch service connections @ WE "UMDRCI P,CTY Dollars and lulu Cents $ / 50, $ g 0a Per ac B -21 230 Install new 6 -inch asbestos Lineal cement pipe water main Feet @ -TF_'N Dollars and N o Cents $ 10-t $ 3 00 0 Per inea Foot @ —i-c-yo )4utK0RED Dollars and r(� Cents $ 4(J0, �2 oo `= er ac B -24 2 Install new 8 -inch gate valve Each @ niaea Rum-k)PE -D Dollars and Cents $ 300- $ 600 og er ac B -25 12 Install new 1 -inch water services Each @ onEL N ,jnl)R� V FIET� Dollars and I�lo Cents $ /�a -4 $ 1�oo•°� ---Per ac B -26 2 Install new fire hydrant assembly Each @ rliblii NUMT)aFt) (.f T7 Dollars and N� Cents $ 0.-� $ 1 goo, er ac B -E7 365 Construct asphaltic concrete Tons base course @ 214 tR,TEI;nt Dollars and Nu Cents $ 13: °L $ `-ZJS on B -28 70 Construct asbestos asphaltic Tons concrete surfacing @ -Toif (LTA - Tt4Rff V- Dollars and No Cents $ �3.°. $ /�lo.y der Ton " 0 ( "B ........ ....... ") PR 4 of 6 ITEM QUANTITY ITEM DESCRIPTION -_ UNIT- . -__ TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE B -22 316 Install new 8 -inch asbestos Lineal cement pipe water main Feet @ `FLU E L V 1Z Dollars and � $ °U $ 3'7 — ---Per LiNa B -23 1 Install new 6 -inch gate valve Each @ —i-c-yo )4utK0RED Dollars and r(� Cents $ 4(J0, �2 oo `= er ac B -24 2 Install new 8 -inch gate valve Each @ niaea Rum-k)PE -D Dollars and Cents $ 300- $ 600 og er ac B -25 12 Install new 1 -inch water services Each @ onEL N ,jnl)R� V FIET� Dollars and I�lo Cents $ /�a -4 $ 1�oo•°� ---Per ac B -26 2 Install new fire hydrant assembly Each @ rliblii NUMT)aFt) (.f T7 Dollars and N� Cents $ 0.-� $ 1 goo, er ac B -E7 365 Construct asphaltic concrete Tons base course @ 214 tR,TEI;nt Dollars and Nu Cents $ 13: °L $ `-ZJS on B -28 70 Construct asbestos asphaltic Tons concrete surfacing @ -Toif (LTA - Tt4Rff V- Dollars and No Cents $ �3.°. $ /�lo.y der Ton "B ") ( . ............... PR 5 of 6 ITEM QUANTITY ITEM DESCRIPTION ....UNIT......... TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE "" PRICE B -29 375 Construct variable thickness Square asphaltic concrete patching Feet @ Q ! Dollars ' Lr- n/ and Cents $_%,.2'. $ ,k. er square ,Foot B -30 920 Construct 4 -inch thick asphaltic Square concrete pavement Feet @ f\ o Dollars and Cents $ q v $ 73(,-- der Square oo . B -31 350 Construct 6 -inch and variable Lineal C.F. Type "A" curb and gutter Feet @ T 1420 Cc Dollars NU and Cents $ 3 $ IoSU.° l Per Lineal Foot B -32 120 Construct 4 -inch thick Square P.C.C. sidewalks Feet @ Dollars rTLU MT and Cents 2v $ % . ° $J Per square Floot B -33 525 Construct 6 -inch thick P.C.C. Square drive and garage approach Feet @ (i) NfL Dollars I w�%ity and Cents Peeriquare F of B -34 5580 Construct 6 -1/2 inch thick Square P.C.C. alley pavement Feet @ 6 N 12 Dollars wnl ET`/ ` and Cents o $ .�.,� $ quare of TOTAL PRICE WRITTEN IN WORDS: ONrz u�,v�2�� S,.cr��N 7Nuus�nrb w a Dol Lars and Cents "B ")PR6of6 ( ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT'PRICE WRITTEN IN WORDS PRICE PRICE B -35 2 Construct 6 -1/2 inch thick Each P.C.C. alley approach over 4 -inch aggregate base @TLuo 11QND2f p Eis ( Y -F, ve Dollars N+ and Cents $ a�� °_ $ ----Ter Each B -36 60 Replace or adjust walks and Square landings to grade Feet @ CINiz Dollars �w - Cents $ /l Zu �1 $ 7a yo Foot B -37 2 Install survey monuments Each @ oNc Dollars ,�� and Cents $ luz,- $ Per ac TOTAL PRICE WRITTEN IN WORDS: ONrz u�,v�2�� S,.cr��N 7Nuus�nrb w a Dol Lars and Cents 0 Page 2 All bids are to be computed on the basis of the given estimated 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 under- signed 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 signature, the proceeds of check or bind 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. a2J(3 -7Y. ti- Classification Accompanying this proposal is o nl (C ash, Certified Check, Cashier's Check or in an amount not less than 10 percent of the total bid price. The undersigned is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake self- insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the performance of the work of this contract. 9 (4 -� �,�_ —p one Number 18- 'l o ate 62: 0 Etc Bidder's Name (SEAL) Authorized Signature t Authorized igna ure Type ofi�anization (Individual, Corporation, or Co- Partnership) List below names of President, Secretary, Treasurer and Manager if a corporation, and names of all co- partners if a co- partnership: Jot Atg S3cncic Pegg. )��N zlrnn f3cilvic S'g:C. 1-Rr &l • 0 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 Engineer, 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 1. S-tR%.) ne) 2. iioAu 04 LV_R 3. 4. 7. 8. 9. 10. 11. 12.. 13a�C3� � Con.P�rzA�-tort Bidder's Name _k . Authorized Signature 0c, gW Type of Organization (Individual, Co- partnership or Corp) '36o -FU 214 (3 ,it- L QARy,4M C iTl o� %rl- T4, C91,1— dress BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, and 0 Page 4 as Principal, �cL as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum ofrc__i�r2_ Clef me (7cwil 6-f 6�&. bj'Q / Dollars ($ — D o �), 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 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 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 rf day of ftygitsr 1970. Corporate Seal (If Corporation) (Attach acknowledgement of Attorney in Fact) I X. Title ��n- �31ctC Co12Po2r4T�aN Principa .Zy�Uf?sHSC C.'d�y�N y .Z) r H W o: N r m z Z W C) 0 W J 0 O Z Y U Q VJ � Y U y CO C C V N .. O a .7 C y O a�, O O z i Q Cji._WD rN � w 6 Q, C c �I co v Q ~(L 0O ' �+ Oil T �p o ) u u y v c c T p p E ^ " v y W m ° a O u T i E O d u v a C ro� s c .• tlj O p �y N 7 y °h � v E u O U u u u W U c ti v w c T G u W U N O 0 L C a e Ob e z� z �5 4j P4 z OD w V w F c O e m r V OU C N p v L O X VJ � Y U y CO C C V N .. O a .7 C y O a�, O O z i Q Cji._WD rN � w 6 Q, C c �I co v Q ~(L 0O ' �+ Oil T �p o ) 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 is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants 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 attached 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 subcontractor 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 whomesoever 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 bid. Subscribed and sworn to before me by this day of , 197c. My commission expires: .: .. e 11 1, hme 15, 1973 ry 0 STATEMENT OF FINANCIAL RESPONSIBILITY 0 Page 10 The undersigned submits herewith a statement of his financial responsibility. LU � SkW 62� igne .. 0 Page IOa TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For Whom Performed (Detail) Person to Contact Telephone No. igne ..___. I II III IV V VI VII VIII IX X XI XII 0 ! INDEX TO SPECIAL PROVISIONS FOR STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) CONTRACT NO. 1287 SCOPE OF WORK COMPLETION OF WORK AWARD OF CONTRACT PAYMENT CONSTRUCTION SURVEY STAKING TRAFFIC CONTROL AND ORDER OF WORK NOTICE TO RESIDENCES RESTORATION OF EXISTING IMPROVEMENTS EXISTING UTILITIES WATER SUBSURFACE INVESTIGATION STORAGE YARD XIII CONSTRUCTION DETAILS 1. PAVEMENT REMOVAL, EXCAVATION, AND SUBGRADE PREPARATION 2. PIPE CONSTRUCTION AND RELATED STRUCTURES A. GENERAL B. STORM DRAINS AND APPURTENANCES C. SEWER MAINS D. WATER MAIN 3. PORTLAND CEMENT CONCRETE IMPROVEMENTS A. GENERAL B. PORTLAND CEMENT CONCRETE ALLEY PAVEMENT C. CROSS GUTTERS, SPANDRELS, CURB AND GUTTER D. ALLEY APPROACHES 4. ASPHALTIC CONCRETE CONSTRUCTION A. ASPHALTIC CONCRETE BASE COURSE B. ASBESTOS ASPHALTIC CONCRETE SURFACING C. ASPHALTIC CONCRETE PATCHING 5, ADJUSTMENT OR REPLACEMENT OF WALKS AND LANDINGS 6. ADJUSTING MANHOLES, UTILITY BOXES, VALVE COVERS, TO FINISHED GRADE 7. FILLING ON PRIVATE PROPERTY IN ALLEY 21 -B 8. VARIABLE HEIGHT REDWOOD HEADERS 9. SURVEY MONUMENTS PAGE NUMBER 2 2 2 2 3 3 3 3 3 4 4 4 5 6 6 7 7 8 8 8 8 8 9 11 11 11 12 12 12 I. SCOPE OF WORK • • SP 1 of 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR STORM DRAIN AND MISCELLANEOUS IMPROVEMENTS (FERNLEAF STORM DRAIN, PHASE II) CONTRACT NO. 1287 The work to be done under this contract consists of constructing one of the following alternates: Alternate "A" consists of the construction of a main line storm drain, sewer main, and reconstructing street improvements in Dahlia Avenue and First Avenue; constructing a lateral storm drain and sewer main in alley number 21 -B; constructing water main and reconstructing alley pavement in alley numbers 21 -B and 21 -C; and replacing the water main in First Avenue as shown on the plans. Alternate "B" consists of the construction of a main line storm drain and sewer main in First Avenue and alley number 21 -B; reconstructing street improvements and replacing a water main in First Avenue; replacing a water main and reconstruction of alley pavement in alley, numbers 21 -B and 21 -C as shown on the plans. The contract requires completion of all work in accordance with these Special Provisions, the City's Standard Specifications, the Plans (Drawing Numbers D- 5057 -S, R- 5179 -S, A- 5045 -S, and S- 5037 -S), the City's Standard Drawings and Special Provisions, and applicable portions of the State of California Standard Specifica- tions, January 1969. The City's Standard Specifications are the Standard S ecifications for Public Works Construction, 1970 Edition. The City's tandard Specia revisions awU standard Drawings may be obtained at the Public Works Department for a fee of $2.00. II. COMPLETION OF WORK The Contractor shall complete all work on the contract within 120 consecutive calendar days after the date the City executes the contract. III. AWARD OF CONTRACT Bidders should submit bids for both Alternate "A" and Alternate "B ". Award of the contract will be made on either Alternate "A" or Alternate "B" The City reserves the right to award the contract on the basis of either Alternate "A" or Alternate "S ". IV. VI. 0 PAYMENT to SP 2 of 12 Payment for incidental items of work, not separately provided for in the proposal, shall be included in the price bid for the various items of work and no additional compensation will be allowed. CONSTRUCTION SURVEY STAKING Field surveys for control of construction and setting of monuments shall be the responsibility of the Contractor. All such surveys including construction staking shall be under the supervision of a California Licensed Surveyor or Civil Engineer. Staking shall be performed on all items ordinarily staked at intervals normally accepted by the City and trades involved. Payment for construction survey staking shall be considered as included in the various items of work and no additional allowance will be made therefor. TRAFFIC CONTROL AND ORDER OF WORK The Contractor shall provide traffic control in compliance with Section 7 -10 of the Standard Specifications, except as noted below. The Contractor shall submit a written proposed plan of traffic control to the engineer for his approval concurrently with the written construction schedule as specified in Section 6 -1 of the Standard Specifications. The Contractor shall arrange his street construction in such a manner that minimum detouring of through traffic on Carnation at First Avenue will be required. Initially, the Contractor shall construct the mainline sewer and storm drain in First Avenue in Alternates "A" and "B" and Dahlia Avenue in Alternate "A ". The properties located at 2501, 2515, and 2517 Bayside Drive have sole vehicular and pedestrian access from First Avenue through Alley No. 21 -C. The property located at the northwest corner of First Avenue and Dahlia Avenue will also be denied vehicular access during storm drain, sewer, and street construction in Alternate "A ". The Contractor shall attempt to minimize the durations of inaccessibility of vehicles in these areas during the construction. He shall also provide safe pedestrian access to these areas during the entire construction. The Contractor shall provide vehicular access from Second Avenue through Alley 21 -B to all the properties fronting the west side of Dahlia Avenue between First and Second Avenues during storm drain, sewer and street construction in First and Dahlia Avenues. Vehicular access from First and Dahlia Avenues shall be resumed to these properties and the residence at 2520 First Avenue prior to commencing any construction in Alley 21 -B. Prior to the closure of Dahlia Avenue southerly of First Avenue for street construction, vehicular access shall be provided to Alley 21 -C. VII. NOTICE TO RESIDENCES The City will mail a preliminary notice to all residences to be affected by this work. Between 40 and 55 hours prior to closing a street or alley to vehicular traffic, the Contractor must, with utmost care, distribute to each and every residence, a notice prepared by the City, stati:ng when the work will begin and approximately when the street or alley will be restored to normal passenger vehicular SP 3 of 12 use. Errors in distribution, false starts, acts of God, or other alterations of the schedule will require renotification, using an explanatory letter prepared by the City and distributed by the Contractor. The same notification procedure must be followed by the Contractor 3 to 5 hours before shutting off water service. VIII. RESTORATION OF EXISTING IMPROVEMENTS Restoration of existing improvements shall conform to Section 7 -9 of the Standard Specifications. The Contractor shall be responsible for replacing all landscaping and sprinklers damaged or removed during construction. The materials and plant species used for replacement shall be the same or equal to those damaged or removed. The cost of protecting and restoring landscaping and fences, including relocation of underground sprinkler lines, shall be included in the unit price bid for other items of work and no separate or additional compensation will be allowed. IX. EXISTING UTILITIES Utilities shall be investigated, protected or relocated in accordance with Section 5 of the Standard Specifications. The Contractor shall be responsible for providing temporary water and sewer service to properties adjacent to the work. X. WATER The Contractor shall make his own provisions for obtaining and applying water necessary to perform his work. If the Contractor desires to use available City water, it shall be his responsibility to make arrangements for water purchases by contacting the City's Utility Superintendent, Mr. Tom Phillips, at (714) 673 -2110, extension 267. XI. SUBSURFACE INVESTIGATION The log of test borings data is included in the plans for the Contrator's information only. The City does not guarantee soil moistures, strata, or classifications at other locations or depths not investigated within the work areas. A copy of the subsurface investigation report is available for review at the Public Works Department office. The Contractor may wish to perform subsurface soil investigations prior to submitting a bid or performing the work. XII. STORAGE YARD A storage yard, at the corner of Dahlia and 5th, is available for the Contractor's use. The Contractor shall maintain the yard in a neat and orderly manner. Upon completion of the contract, the Contractor shall clean and return the yard to its original condition including repairs to the pavement as required. E XIII. CONSTRUCTION DETAILS 6 1. Pavement Removal, Excavation,. and Subgrade Preparation SP 4 of 12 Existing portland cement concrete or asphalt concrete improvements to be removed shall be sawcut along property lines, join lines, at the locations beyond property lines as shown on the Plans, or as directed by the Engineer. Final removal at the sawcut lines may be accomplished by the use of jack= hammers or sledge- hartmers. It is emphasized that edges created by other means or final removal accomplished by other means will not be acceptable, and hard blow pavement breakers, such as stompers, will not be permitted or the job. The cost of roadway excavation subgrade preparation, cut and fill slope grading, and all miscellaneous earthwork shall be considered as included in the unit prices bid for other items of work and no additional compensation will be allowed therefor. All existing and temporary pavement to be removed and all material to be excavated from both trench and street areas down to the subgrade plane shall become the property of the Contractor. It shall be his responsibility to dispose of the material away from the job site in a manner and at a location acceptable to all cognizant agencies. The Contractor shall prepare the subgrade by scarifying, cultivating, watering or drying, and compacting the road bed to a depth of 6 inches in conformance with Subsection 301-1.2 of the City's Standard Specifications. The relative compaction of the top 6 inches of the subgrade material shall be a minimum 90 %. These requirements will be valid regardless of the moisture content of the subgrade soils. Pipe Construction and Related Structures General In lieu of open trenching, all or any portion of the pipeline work may be tunneled or jacked at the contractor's option as provided in Section 306 -1.1 of the Standard Specifications.: Jacking or tunneling operations shall conform to Section 306-2.4 through 306 -2.5.8 of the Standard Specifications, except that the cost of jacking or tunneling shall be at the unit price for that portion of pipeline or conduit installed within the casing or tunnel. If the contractor elects to exercise this option, a portion of the reconstruction of existing surface and subsurface improvements may be omitted in Alley 21 -B and in First and Dahlia Avenues, resulting in a quantity reduction in several contract items. The reduction of these quantities shall not be governed by Section 3 -2 of the Standard Specifications and no adjustment in the contract unit price will be allowed. Storm drain, sewer and water main bedding and backfill shall be placed to the street subgrade line as shown on the Plans. The sand bedding material under the pipe shall have a minimum sand equivalent value of 40. A portland cement and sand slurry mixture shall be used as a backfill material around all storm drain pipe to one foot over the top 0 • SP 5 of 12 of pipe, as shown on the Plans. Each cubic yard of the cement sand slurry mixture shall be composed of one 94 -pound sack of portland cement and an aggregate consisting of rock dust and plaster sand or sands of similar nature per cubic yard. The mixture design and water content shall be such as to aid backfill consolidation around the pipe and to prevent any future settlement. Special care shall be taken to insure that all voids are completely filled with the slurry mixture. Backfill material in all pipe trenches and associated structures shall be placed and compacted in accordance with Section 306 of the Standard Specifications, except that water densified backfill including jetting as specified in Section 3061.8.2 will not be permitted. All native materials excavated from the storm drain, sewer and water pipe trenches and associated structures not used for backfill will become the property of the Contractor and shall be hauled and disposed of away from the job site as it is excavated. Existing storm drains and sewer mains to be abandoned shall be filled with sand, and the ends brick and mortar sealed in accordance with Section 306 -3.1 of the Standard Specifications. The existing sewer manhole located on private property between Lot 11 and Lot 13 (427 and 433 Dahlia Avenue) shall be abandoned and filled with sand. All of the existing manholes, inlets and junction structures, storm drain pipe and sewer mains in line with the new storm drains shall be removed. B. Storm Drains and Appurtenances The Contractor shall provide for continuous flow of storm and nuisance water during the progress of the work by constructing temporary berms, channels, sandbags, etc. to avoid damage to adjacent properties. Reinforced concrete pipe joints shall be mortared on the inside and outside. Local area drains shall be constructed of 4-inch diameter rigid plastic drain pipe as manufactured by Carlon Products Corporation, Compton, California, or an approved equal. Concrete pipe collar connection conforming to City of Newport Beach Standard Drawing 313 -L shall be used to connect the new storm drain to the existing storm drain on Dahlia Avenue. The unit price bid per lineal foot of storm drain pipe shall be in accordance with Section 306-2.3.8 of the Standard Specifications including bedding, cement slurry and sandbedding materials, pipe collars, etc., and all other necessary work and materials required to construct the operative storm drains; excluding curb inlets, alley inlets, junction structures, and temporary and permanent trench resurfacing. SP 6 of 12 The lump sum unit price bid for each junction structure, and each curb inlet structure, and modified manhole No. 2 shall be in accordance with Section 306 -2.3.8 and as shown on the Plans including all connections to the new and existing storm drains. C. Sewer Mains The bottom of the manhole Alternate "A" at street station 6 +5920 Dahlia Avenue shall be modified by cutting a new channel in the base to accommodate the diversion of sewage flows. A rich concrete mortar topping shall be placed over all cut edges. The unit price bid per lineal foot for 8-inch vitrified clay pipe sewer main shall be in accordance with Section 306-2.3.8 and shall include all piping, the drop connection, excavation, bedding, backfill and modifications to the manholes as stated herein and as shown on the Plans including all materials and work required to construct the new operative sewer main. The unit price bid per lineal foot for 4 -inch diameter vitrified clay pipe sewer lateral house connections shall be in accordance with Section 306 -2.3.8 except for the sewer laterials at 427 and 431 Dahlia. It is not known at this time if the sewer lateral to 431 Dahlia Avenue (Lot 11 and portion of Lot 9) sewers directly into the existing mainline sewer traversing private property or if a lateral sewers directly into the alley behind 431 Dahlia Avenue. The price bid for 4 -inch diameter vitrified clay pipe sewer lateral house connection to 431 Dahlia shall take into consideration that this bid item may be removed from the contract as determined by the engineer. The deletion of this item shall be applied at the price bid and shall not be governed by Sections 3-2 and 3 -3 of the Standard Specifications. D. Water Main 1. Asbestos Cement Pipe Water Mains The price bid per lineal foot for asbestos cement water mains shall include excavation, backfill, tees, crosses, elbows, reducers, joint couplings, thrust blocks, anchor blocks, and other miscellaneous appurtenances, slope protection, landscaping replacement, etc., required to construct the operative water mains, excluding gate valves and temporary trench resurfacing. The City's Utility Division shall be notified at least 24 hours in advance of the need to shut down any existing water main. 2. Fire Hydrant Assemblies The unit price bid for fire hydrant assemblies shall include the fire hydrants, risers, elbows, ring tite flanged gate valves, thrust blocks and pipe required to connect the assembly to the gate valves and water main, as shown on the plans and as per City of Newport.Beach STD - 500 -L. • 3. Water Services • SP 7 of 12 New one -inch copper water services (per City of Newport Beach STD - 501 -L) shall be installed to all vacant lots, to existing and relocated water meters in the alleys, to existing water meters in the street areas, and installed for air release purposes. The City will relocate the water meters that are not presently adjacent to the alley right of way line to the alley right of way line prior to the starting of the Contractor's work. The relocated water meters will be connected by a temporary service connection installed by the City. After the Contractor has connected the new water service lateral to the newly relocated water service, he shall return the temporary water service connection previously installed by the City to the City's Utility Division. 3, Portland Cement Concrete Improvements A. General Portland cement concrete furnished for structures and their appurtenances shall be 6.0 -B -3000. Portland cement concrete furnished for construction of all alley pavement, alley approaches, garage approaches, sidewalks, retaining walls, thickened edges, and trench patching shall have a B or C gradation and shall attain a minimum modulus of rupture of 6010 psi (tested in conformance with ASTM designation: C78 -49) within 28 days after placement. Portland cement concrete shall be securely barri- caded immediately after placement and no vehicular traffic will be allowed thereon until beam tests yield a minimum modulus of rupture of 450 psi. In view of the portland cement concrete strength requirements described above and the schedule of work limitations.described in Sections II and VI of these Special Provisions, the Contractor may find it necessary to add additional cement, use special aggregates, or use admixtures to meet the specifications. The intent of these Special Provisions is that the Contractor prepare his bid in conformance with these strict limitations and no additional compensation will be allowed for the extra materials that may be required to meet these conditions. The Contractor will be permitted to use concrete pumping methods to facilitate concrete placement. All sidewalk or drive approaches that extend beyond the street or alley right of way shall be deeply scored at the right of way line. Portland cement concrete garage approach and sidewalk sections shall be placed separately from portland cement concrete alley pavement. ~ • • SP 8 of 12 B. Portland Cement Concrete Alley Pavement Contact joints shall be constructed in conformance with the City of Newport Beach Drawing No. STD - 116 -L. Street - joints shall be constructed where shown on the Plans. Alley joints shall be constructed in conformance with City of Newport Beacfi Drawing No. STD - 118 -L. Special care shall be taken to locate weakened plane joints at water meter boxes, power poles, and all other critical locations. A 12 -inch wide smooth trowel surface shall be constructed along the flow line (centerline) of each alley. The remainder of the alley surface shall be light broom finished. C. Cross Gutters, Spandrels, Curb and Gutter The unit price bid for portland cement.concrete cross gutters and spandrels shall include the curb returns adjacent to the spandrels and the 4 -inch aggregate bedding. The unit price bid for 6 -inch and variable curb face "Type A" Portland cement concrete curb and gutter shall include all curb and gutter regardless of the curb face height excluding curb returns adjacent to spandrels. D. Alley Approaches Portland cement concrete alley approaches shall be constructed in accordance with the City of Newport Beach Drawing No. STD -106 -L with the following exceptions- 1. Portland cement concrete shall be 6;1 inches thick instead of 6 inches thick. 2. Curb return radii shall be as shown on the Plans. The cost of constructing the 4 -inch thick layer of aggregate base shall be included in the unit price bid for each alley approach to be constructed. 4. Asphaltic Concrete Construction A. Asphaltic Concrete Base Course The asphalt concrete to be furnished and placed for the lower 8 -inch (base course) of the new street pavement section shall be III -B2 -85 -100 in conformance with Section 400 -4 of the City's Standard Special Provisions. The 8 -inch base course shall be placed in two layers; each having a compacted thickness of four (4) inches. Prime coat will not be required on the prepared subgrade. The tack coat in conformance with Subsection 302 -5.3 of the City's Standard Specifications shall be applied to the existing asphalt concrete surfaces, and between the base course and the surface course. SP 9 of 12 The Contractor shall provide the types and numbers of rolling equipment as required in Sections 39 -5.02 and 39 -5.03 of the State Standard Specifications. Spreading and compacting shall be in conformance with Section 39 -6 of the State Standard Specifications or as directed by the Engineer, except that motor graders will not be allowed for spreading. Special attention is directed to the construction of longitudinal joints as specified in the eighth paragraph of Section 39 -6.01. When the pavement cross section does not permit longitudinal joint spacing as specified above, the joints between courses shall be offset not less than 0.5 foot alternately to a pattern approved by the Engineer. The following compaction procedures will be required for the base course, unless the Engineer directs otherwise: Initial rolling shall proceed directly behind the spreader and shall consist of two complete coverages of the asphalt mixture, and shall be performed with a 2 -axle or 3 -axle steel -tired tandem roller. Such rollers shall weigh not less than 10 tons. A motor grader shall trim and shape the layer immediately after completion of initial rolling. Additional material may be end dumped as required to fill low areas. Additional rolling shall proceed directly behind the motor grader and shall consist of four complete coverages with a pneumatic roller as specified in the Standard Specifications or allowed by the Engineer. Such rollers shall weigh not less than 12 tons. A complete coverage will be 2 passes of the roller in the same roller width. 3. Rolling shall commence at the center of the pass and work toward the edges. The intent of these specifications is to have all breakdown and additional rolling performed while the mixture is sufficiently hot to facilitate satisfactory compaction. The Engineer will, therefore, vary paving rates as necessary or require additional compaction equipment, in order to insure adequate compaction of a hot mixture. B. Asbestos - Asphaltic Concrete Surfacing The 11, -inch asbestos - asphaltic concrete surfacing shall not be placed until all of the asphaltic concrete base course is constructed. Asbestos - asphaltic concrete surfacing shall be Type III -C2 -85 -100 using paving grade asphalt and conforming to Section 400 -4 of the Standard Special Provisions and as hereinafter modified. The asphalt binder mixed with mineral aggregate shall be between 8.5% and 9.5% by weight of the dry aggregate. The amount and grade of asphalt binder to be mixed with the aggregate will be determined by the Engineer. SP 10 of 12 Chrysotile Coalinga asphaltic asbestos fiber, as manufactured by Johns - Manville Corporation, or approved equal fiber shall be added to the mixture of asphaltic concrete at the rate of 2% by weight of the dry aggregate. The asbestos fiber shall conform to the following standards: Ro -Tap Test (100 grams - 3 minutes) +65.mesh - 40% minimum Qama Wet Wash 200 mesh - 20% minimum Penetration Efficiency 70 -95% While stored at the batch plant site, the asbestos shall be given suitable protection from moisture. Any asbestos which is wet or damp shall be rejected. Proportioning and mixing shall conform to Section 203 -6.4 through 203 -6.7 of the Standard Specifications. The mixture shall consist of the following: Materials Percent by Weight Aggregate (including filler materials 88.5 to 89.5 Asphaltic Binder 8.5 to 9.5 Asbestos 2.0 Asbestos fiber shall be added to the mixer from the weight bin through an inspection plate in the pug mill mixing chamber. After the asbestos fiber is added to the dry aggregate, they shall be dry mixed for a minimum of 10 seconds at which time the asphalt may be added. The combined aggregate, asbestos, and asphalt shall then be wet mixed for an additional 30 seconds minimum. The asbestos asphaltic concrete mixture shall have a temperature of 3100 F to 3500 F at the time of discharge from the mixer. The mixing operations shall be performed in a manner that will provide a homogenous, uniform mixture of asphalt, aggregate and asbestos fibers throughout all material delivered to the job site. Streaks and /or pockets of asbestos shall be considered as evidence of inadequate mixing or other malfunction, and materials containing such streaks or pockets will not be accepted by the Engineer. Unacceptable material shall be removed from the project and disposed of by the Contractor at no expense to the City. The asbestos asphaltic concrete mixture shall be covered when transported from the batch plant to the paving machine to assure uniform temperature control; uncovered loads arriving at the project location will be subject to re�ection. The mixture shall not be less than 3000 F and not more than 340 F when delivered to the paving machine at the project site. Any material delivered to the project at less than 3000 F will be automatically rejected. • a ' • • SP 11 of 12 A SS -lh liquid asphalt tack coat shall be applied at the rate of 0.04 to 0.80 gallons per square yard to the asphaltic concrete base course prior to placing the asbestos asphaltic concrete. The Contractor is cautioned that asbestos - asphaltic paving mixtures set up at higher temperatures than normal asphaltic concrete mixtures and every effort shall be .ade to compact the mat as close as practical to paving machine while the material is in a compactible condition. No mixture shall be placed on the grade unless the atmospheric temperature is at least 500 F and rising. The minimum rolling equipment required shall consist of one pneumatic - tired breakdown roller and two steel- wheeled rollers all equipped with scrapers to prevent the mixture from sticking to the rollers. The breakdown rollers shall proceed immediately behind the paver. Standing of the rollers on the newly - placed asbestos- asphaltic concrete mat will not be permitted. Backcasting after a pass has been made by a roller or so- called "skin patching" of the surface will not be permitted. C. Asphaltic Concrete Patching, Etc. Asphaltic concrete used for variable thickness asphaltic concrete pavement, and miscellaneous patching shall be constructed with Type III -C3 -85 -100 asphaltic concrete. 5. Adjustment or Replacement of Walks and Landings Brick, flagstone, concrete, etc. walks and landings adjacent to the existing curb and gutters and driveways shall be adjusted or replaced in kind to meet the grade of the new construction. 6. Adjusting Manholes, Utility Boxes, Valve Covert, etc. to Finished Grade Prior to construction, the Contractor and the Engineer will determine what utility boxes and /or covers, etc. are broken and not salvable. Cracked water meter boxes shall be salvaged and reset by the Contractor. Badly broken or shattered water meter boxes will be replaced by the City and reset by the Contractor. Utility boxes, water meter boxes and /or covers, etc., broken as a result of the Contractor's operations, shall be replaced at the Contractor's expense. All sewer manholes, utility boxes, valve covers, etc., shall be reset to the existing adjacent pavement surfaces. Utility boxes, structures, etc., located in asphaltic concrete areas shall be adjusted after the asphaltic concrete has been placed. The cost of adjusting these facilities to grade shall be included in the price bid for the various items of work and no additional payment will be made. • ' • SP 12 of 12 7. Filling on Private Property in Alley 21 -B The Contractor shall utilize the top soil excavated from storm drain construction to fill the approximate limits as shown on the plan.in Lots 426, 428, and 430 Carnation Avenue and in Lot 427 Dahlia. The fill shall be gradually sloped from existing ground to meet the new alley grade profile. Existing fencing shall be adjusted to the new grade. Existing shrubs shall remain in place and be trimmed to accommodate the fill. Existing ice plant ground cover shall be replanted. The cost of performing this work shall be included in the various items of work and no additional payment will be allowed. 8. Variable Height Redwood Headers Two -inch thick variable height redwood headers shall be constructed as shown on the Plans. The headers shall be constructed to a depth that will provide adequate protection to existing fences and retention of adjacent soil. Any damages to existing improvements on private property resulting from the Contractor's operations shall be corrected at the Contractor's expense. The cost of constructing variable height redwood headers shall be included in the various bid items of work and no additional payment will be allowed. 9. Survey Monuments Survey monuments shall be constructed in accordance with City's Standard Drawing STD - 113 -L. Field staking for the installation of survey monuments will be performed by the City. L.ESOWTrM Flo. 7 266 A RISOUYTIM or TW ,.vlTY COUNCIL OF TO CITY OF ART 3Z9M AWAtDn1G A COMACT rM TH9 FTA.M.SAF ST= DRAIN, PHASE II, COST NO. 1287 WHMIEa. pursuant to the notice inviting bids for work in action with the F'ernleaf storm Drain, Phase Its in actoreance with the plans and specifications heretofore adopted, bids were received on the 18th day of August, 1979, and publicly opened and declared; and WHMAS, it appears that the lowest responsible bidder therefor is BEBEK CORPORATION; NOWs TldFlXFORE, BI IT RESOLVED by the City Council of the City of Newport Beach that the bid of Bebsk Corporation desipated Alternate `°B ", for the work in the amount of $116,282 be accepted, and that the contract for the described work be awarded to said bidder; BE IT PURTWM RBSOLVID that the mayor and City Clerk are hereby authorised and directed to execute a contrast in accordance with the specifications, bid and this award on behalf of the City of Newport Beach, and that the City Clerk be directed to furnish an executed copy to the successful bidder. ADOPMD this 24th day of Aug"ty 1970. ATTEST city CTOM yor Do'uimh 8/19/76 CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard T0: Garrett and Dimino Inc. Attorneys at Law 18051 East Irvine Blvd. Tustin, CA 92680 ATTENTION: Lafe S. Parkin SUBJECT: Nottle vs. City of Newport Beach (L236) We are transmitting the following: g11y19y Date August 13, 1Q7a Gll 1, No. Copies Description 2 Report on the Structural Conditions of the Private and Public Portions of the Fernleaf Storm Drain (12- 31 -70) Remarks Copies to: Lafe: As we discussed on the phone today, I am transmitting the above document for your information. By: G C. Step Mn Bucknam, Jr. P.E. !li its ��I .. I� I p A�vG CU6LIG Pa4"r 1cLtS� �•y�vn0?� ��Od: d i%ry^' �fYe�• �"`� -' ✓/' 4' ✓!"�'% C�CIN,'✓� ` �'n � 5 �J / // � �/`77 /�Gt . •r9 l•99 ^ -"7 �ff:J f:�_Ge1c•57L" G ¢" / °%=' i 7�I/J7Ld�v G' i� �d�P;Sl�' ✓G /GY/ Ai / ye. arr ll A'17 14V' ef- 2ta/�A /lG77j G 36 �P. 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I e / � AQZ".Vr �7. 74 'Sop, 4te. Z, "Ila . . .... . .... suv -146e 1 —47-74- cy Jai e7Y C #-a. C t 56-) -e POL4 IQ Ide,-eul Cvul c - "5 e jr Ak c e. !I• i r>Ale /'!a. Earu�L>.y%rPrb�7�S . ✓ S�aas/ +•a s>i e Q .. if � trs / � � i�Y� /vtoo ✓� f� r�� ��s�x ,��'r� 4 rep? alax1<1 rll7r� �Qi- aa' /z' _ ii �r i l v' . 3 I I Re ort on the Structural Conditions of the Private and Public Portions of t e Fernleaf Storm Drain:_ersing private property between a Avenue an oi a pnt approximately''Y feet west of the centerline of First Avenue. I. History of Construction A. Installations under Dahlia Avenue'and First Avenue. Initial installations of 36 inches Reinforced.Concrete Pipe are shown on City of Newport Beach Plan No. 326. These installations were part of an Assessment District shown on Plot No. 327. Both Plan No. 326 and Plat No. 327 were adopted by Trustees of the City thru Resolution Nos. 369 and 370 respectively in March of 1926. The installation provided for passage of storm water through culverts under street fills at Dahlia Avenue and First Avenue. B. Installation across Alley No. 21 -b (between Carnation and Dahlia Avenues from First Avenue to Second Avenue). Plan No. 41Z (May 1945) for the construction of the Sanitary Sewer in this alley indicated that the culvert under the alley did not exist at that time. Plan No. 438 adopted in September 1953 provided for the construction of a 30- inch Reinforced Concrete Pipe under the alley and portions of Lots 8, 9, 10, 11, and 13 of Block 431. To replace two 24 -inch corrugated • metal pipe culverts under the alley. The date of installation of the corrugated metal pipes is not known. V C. Installation of pipe under.Lots 15 and 17 of Block 431. Plan No. D- 5057 -5, dated 1968, indicates construction of a 36 -inch Reinforced Concrete Pipe under Lot 17 and of a 30 -inch Reinforced Concrete Pipe under Lot 15. This work was initiated by the property owner and the plans were approved by the City. D. Installation of pipe under Lot 8, Block 431. The construction of a 24 -inch corrugated metal pipe running under a portion of Lot 8 is not recorded; evaluations of records on file indicate that the pipe was constructed between 1945 and 1953. E. Installation of pipe under Lots 4 and 6, Block 431. The 27 and 24 -inch Ceramic Pipe under these lots has no record of construction but from other records and from talking to area residents was laid between 1945 and 1953. The 36 -inch Reinforced Concrete Pipe under portion of Lot 4 was probably laid with the original culvert under First Avenue F. Installation of pipe under Lot 2, Block 431. The 30 -inch Rein- forced Concrete Pipe under all of Lot 2 was probably laid with the original culvert under First Avenue. G. Installation of Pipe under Lots 18 and 20, Block 331. This pipe was laid after the original culvert under First Avenue between 1926 and 1945. A portion of the above information came from conversations with two long -time area residents, specifically: Mr. Alvan C. Clemence, 421 Dahlia Avenue, Corona del Mar, conversations in May 1970, and October 1970, and Mr. Alfred C. Pleger, 407 1/2 Dahlia Avenue, Corona del Mar, conversation in October 1970. II. Investigation of Structural Condition of the Fernleaf Storm Drain Investigations of the existing mainline Fernleaf storm drain under private property from 100' westerly of the centerline of First Avenue upstream in an easterly direction to Dahlia Avenue. Visual and photographic inspections were conducted on April 3, 1970 by entering the pipe at a junction structure on Dahlia Avenue southerly of Second Avenue and on December 29, 1970 by entering the pipe at a contractor's jacking pit located in First Avenue easterly of Carnation Avenue. The investigations revealed the following: • 1. Lots 13, 15, and 17, Block 431 - Samuel A. Montgomery. The 36" and 30" reinforced concrete pipe under these lots are in good struc- tural condition. The City has a 10' -wide easement for storm drains across the lots. 2. Lots 9 and 11, Block 431 - Emory G. Frink. The 30" reinforced concrete pipe under these lots is in good structural condition. The City has a 10' -wide easement for storm drains across the lots. 3. Lots 8 and 10, Block 431 - Lynne H. Hughes. The 30" reinforced concrete pipe and the 24" corrugated metal pipe under these lots are in fair to good structural condition. The City has a 10' -wide easement for storm drains across the lots. 4. Lots 4 and 6, Block 431 - Marvin M. Rohrs. The 24" and 27" ceramic pipes under a portion of lot 4 and all of lot 6 have failed extensively and could be causing settlement of a nearby garage structure along with a surface failure evident near its location. This failure is most likely due to the low strength of the ceramic pipe along with improper bedding of the pipe and improper compaction of the backfill over the pipe. The 36" reinforced concrete pipe under lot 4 is in poor structural condition, showing evidence of cracking along its invert and crown. This cracking is probably due to improper bedding around the pipe. It is doubtful that this cracking could cause settlement at the sur- face. E 5. Lot 2, Block 431 - Kenneth F. Nottle. The 36" reinforced concrete pipe under lot 2 is in poor structural condition, showing evidence of cracking along its invert and crown. This cracking is probably due to improper bedding around the pipe. It is doubtful that this cracking could cause settlement at the surface. 6. Lot 20, Block 331 - Leo V. Turgeon. The 36" reinforced concrete pipe under lot 20 is in poor structural condition showing evidence of cracking along its invert and crown. This cracking is probably due to improper bedding around the pipe. It is doubtful that this cracking could cause settlement at the surface. 7. Lot 18, Block 331 - Gordon P. Hubbard. The 36" reinforced concrete pipe under lot 20 is in poor structural condition showing evidence of cracking along its invert and crown. This cracking is probably due to improper bedding around the pipe. It is doubtful that this cracking could cause settlement at the surface. Note that no ease- ments for storm drainage purposes exist or, to the best of our know- ledge, have ever existed over lots 2, 4, and 6 of Block 431, nor over lots 18 and 20 of Block 331. City personnel directly involved in this investigation were: Gary Phillipy Ken Blythe Martin Bradley • Steve Bucknam Robert Johnson 0 - General Services Department - Public Works Department Compiled: December 31, 1970 By: C. Stephen Bucknam Jr. C -1287 See Contract File for Record of Photographic Inspection e; a I vi FNdB� n¢sso r a. Wmo f >V _dam oQ Ni-a w S.A. 8 -TO r ZUSA TPET CAMBRIDGE COAST EL TOGO WES COUNTY WESTMINSTER SANTA ANA PLANT PLANT p p P " ESTERN AZUSA, CALIF:' 91702 54]'5608 54] -5608 818 539 -9441 ° READ IXED CONCRETE ZONE �C..i �� �.+Z. f NO. I $ $ ff P CUSTOMER :}'f':. C NO.� SA JOB LOCATION ( (, fin? ,. u ADDRESS v WATER ADDED W WATER IN W WATER I IS AT PLANT A AGGREGATE GALS. A ALLOWED GALS. �� CEMENT . L LAB 'ADMIXTURE •' a STATE OF CALIFORNIA as Department of Agriculture Bureau of Weights and Measures Weighmasters Certificate of Weight and Measure s This is to certify, that the following described merchandise was weighed, measured or counted by a Private Weighmester as prescribed by the California Business and Professions Cade, Division 5, Chapter 7,3, and his signature is a recognized authority of accuracy i cXivingiton — !qjraAam '9n c. ` 5500 N. PECK ROAD MU 1.7101 1 GENERAL OFFICES EL MONTE, CALIFORNIA / n EL 8.1811 493 - -71121 Mineral Aggregated - TIllennai a Concrete Service PLANT FOUNTAIN VALLEY ZONE CJ ivo �7 4r•� OUST. �• -� �-' ORDER NO. "66• 50396 A/C NO. SOLO )OB ADDRESS /sue", -." /�� fiyr ,�f�G.I✓"Y7 r'f%,., y{„-r= _¢-,/1 DELIVERED COMPANY OTHER F.O.S. SALE OWE BY TRUt�1' TRUCK LEFT PLANT 7 N . y 2s LyATER DAL TRUCK LICENSE NO. TRUCK THIS LOAD / J` Cu, f� � GUARANTEED A �. . YNOOB. Las. AO "l mix N n G SACK LB3. Ma V"- n CONC. f Y E AD L33. MI %TURE 465. CEMENT TEST MINIMUM LOS. LOAD CHARGE eO4. LOAD / ON ARRIVED No ( JOB PLANT pp p oCiriu�Afon — �•n�iam inc. REMARKS TIME ON Joa PRIVATE WEI6HMASTEA ALLOWED TIME r _ EXCESS TIME HY. -..' ON JOH Y GALS. OTTER ADDED ON JOB TOTAL W make d'. la, m'17deAtbe curb lino and on he lo+ at Cost r': ris ALLOW `! Y GAL. only and accept spansib7fity who+soa.er for damages re Ping iron such deliveries. GALS FREE / � GAL. M044TURE ✓ 466 50396 RECEIVED Uy ISIGN NAME IH FULL% CUSTOMER'S DELIVERY COPY .A. 0-6e ..l No A STATE OF CALIFORNIA s Department of Agriculture Bureau of Weights and Measures Weighmasters Certificate of Weight and Measure This is to certify, that the following described 'merchandise was weighed, measured or counted by a Private Weighmoster as prescribed by the California Business and Professions Code, Division 5, Chapter 7.3, and his signature is a recognized authority of accuracy tcAivingilon - C wham —9hc. 5500 N. PECK ROAD MIJ 1 -7101 GENERAL OFFICES EL MONTE, CALIFORNIA /p EL 8-1811 493 -1121 Moral Ora[ Aggregated dleCpe,aW, Cllcrete service 0G _ PLANT FOUNT\\AINN VALLEY ZONE f7 J%2 NO 4� -� J AUC NO. -� J (� ORDER NO. "66- 50361 SOLD TO JOB ADDRESS �i✓r / /,ti7/Lr /.vG'i7I"'r :'/ i'T.I": -/] SLIVERED COMPANY OTHER BY T%U TRUCK l DATE a TIME -24 g,. -2q LEFT PLANT 7 VV 4TER TRUCK LICENSE No- THIS LOAD UV CU. PDOEO % GAL. 1 / �J GUARANTEED JG / TO PRODUCE YD9. 185. MOX mix �t if1 ./1 /' NO. Les. iy Yl! BACK O CONC. V MX Mi Lea. AD MIXTURE LaS. ce.eNT TEST )� MINIMUM LOS. LOAD / CHARGE VDS. LOAD / ON AppryED NO. OB PLANT p n oiiringllon — �-atL In ..i/rc.. REMARKS TIME ON JOB FpIVATE nEI OHMA_ST ER ALLOWED TIME ' �" EXCESS TIME BY��/ ONJOa �PUTY GALS. WATER Y —0 ADDED ON JOB TOTAL ��yy ��' We moke dalivaries inside the curb line and oa the lot at Customer's rill •LLOW. WATER j(/ y GAL. Only and accept no responsibility whatsoever for damages resulting from '*Ls' dclivedes. iREE mil, y U GAL. MOISTURE i 466 503fi1 RECEIVED BY '�' % GN NAME IN FULL) CUSTOMER'S DELIVERY COPY. I F' Aiiiiiii ' STATE OF CALIFORNIA Deportment of Agriculture Bureau of Weights and Measures Weighmosters Certiflecte of Weight and Measure This is to certify, that the following described wterchandise Was Weighed, - measured or counted by a Privote Weighmoster as proscribed by the Califdrrtia Business and Professions Code, Division 5, Chapter 7.3, and his signature is a recognized authority of accuracy oCivin��fon =-- �ra�am Jnc. 5500 N. PECK ROAD MU 1.7101 M�GENERAaL OFFICES EL MONTE; CALIFORNIA C ELL 8 -1811 493- -a1121 /i'/inera[ J3nregalef ' C&I'enl�a6fie l.oncrele, Service pt PLANT FOUNTAIN VALLEY ZONE�t -0 N08 CST AUC NO_ '-''� G''�i ! ORDER NO: 466. 5044 SOLD TO ,dam JOV ADQAE$6 DELIV EO COMPANY OT ER F.O.B. BALE - .' B TRUCE@ TRUCK ATE TIME LEFT PLANT ' WATER TRUCK LICENBH y yf- TRUCK THIS LOAD ADDED it � {{nJ � NOYr ! � GUARANTEED V OV ARODUED AT PLANT O / .�` � / J TO PRODUCE YDS. AD / MIX W NO, BACK LBs. A. CONC. AD LOS, MIXTURE Les. CEMENT TEST r MINI Mum LBs. LOAD I, HARGE ARRIVED LOAD YDS. ON ` No. PLANT REMARKS OiJIV1191fOD � 1l„(r/PM .y1)e. JOB PWVATE WEIIGRMASTER -" ALLOWED �!' 7 TIME EXCESS TIME BT ON JOB GALS. WATER ADDED ON JOB � (/ We make deliveries inside the curb line and OR the IOt or Customer's rid ALLOW. PLLOW. WATER ILr a GAL. only and acmpt no responsibility whaucever for damages resubing frort such delivenes. GALS FRHE MOISTURE GAL i 466-50443 RECEIVED By t 'f (SIGN NAME IN FULL) CUSTOMER'S DELIVERY COPY i STATE OF CALIFORNIA Deportment of Agriculture Bureau of Weights and Measures Weighmasters CertifiqlM of Weight and Measure This is to certify, that the following described ardirchondise was weighad, measured or counted by a Privaf, Weigh master as prescribed by the California Business and Professions Code, Division 5, Chapter 7,3, and his signature is a recognized ourthority of accuracy n �ni oLivin��fon - oru4c'em Jgnc. fib] 5500 N. PECK ROAD MU 1 -7101 GENERAL OFFICES EL MONTE, CALIFORNIA ELL 8 -1811 493.1141 nineraC 4gyregaled - Apencialle Concrete Service O C PLANT FOUNTAIN VALLEY ZONE ' "29.2 Jr o 1466. �1 A/C NO.4% ,1 !J .��' fr, ORDER NO,. 50442 SOLD TO JOB ADDRESSd� 7 DELIVERED BY COMPANY TRUCK OTHEq TgyCK� -, F,0.9. SALE �1 GATEa IMF �J 9.( 31 µ LEFTPLANT 4n WATER �'j aPl.% TRUCK LICENSE O. ( 'TRUCK rr�� --.. THIS LOAD _ CU. GUARANTEED ATPDLANT /J _NO!"�� TO YDS. �� ".�.� V MIX /�f/' NO. fi eACK LB5- AO GOING. MIX r}. AD 41 Les. MIXTURE I� Les CEMENT TEST MINIMUM LBS. LOAD CHARGE Do. to ILOADe ON ' / AnRNED NO. JO® PLANT pp //ff /on �nligm Ste. REMARKS TIMr ON PLinin9s — ALLOWEO TIME PRIVATE WCGH.A5TER /)) R % TIME CE OB ON i / `'- GALS. WATER ADDED ON JOB "J1 TOTAL '� We make deliveries inside the curb line and on the lot m Customer's ris% ALLOW' WATER %/ /� J eAl. onl and aua t no res onsibillt whatsoever for damn es r.tIIt!r Iron T P B�Y 9 9 cu s. FREE � such deliveries. / GAL. / 466.50442 RECEIVED BY CUSTOMER'S DELIVERY COPY NAME IN FULL) I • STATE OF CALIFORNIA , Department of Agriculture Bureau of Weights and Measures Weighmasters Certificlfte of Weight and Measure iThis is to certify, that the following described merchandise was weighed, measured or counted by a Private Weighmoster as prescribed by the California Business and Professions Code, Division 5, Chapter 7.3, and his signature is a recognized authority of accuracy nn oCia�vingsflon — ruhtun - nc. 5500 N. PECK ROAD MU 1-7101 Mineral OFFICES EL MONTE, CALIFORNIA / ELL 8.3811 493-1121 /I/ineraC Aggregates ._ G Apenc� all, C.oncreEe Service PLANT FOUNTAIN VALLEY 'ONE "u �-� JOB CLIST. =) 5 �% NO. 466. 50438 A/C NO. v V —y -ORDER SOLDTO I JOB ADDRESS �.b%/. –� !i_��.- >'. /./_.�^ >'i / /_F`•.iGt'� % %'J/ DELIVERED BY COMPANY TRUCK OTHER F.O.B. SALE - TgN/�U/CK DATE �Q gQ fps 7 V EFT PLANT WATER TRUCK LICENSE NO. TRUCK THIS LOAD AD DIED GAL. /%ry %�� Np {�j (y` GUAfl ANTEED AT PLANT i� tB / �+_ / [ TO PRODUCE YDB. MI% (/ Les. AD �. Ins % MIY. �rP� NO. O SACK LBe. AD F% _ CONC. MI M LOS. AD MIXTURE \f LOS. CEMENT TEST yyy l LBO. MINIMUM LOAD CHARGE -ILA YDs. LOA _"� / p[)� ARRIVED NO. �OB/ ��- PLANT REMARKS / �'a�taM 9qp TIME ON JOB oLioin SJfon — PRIVATE wEIGT) (.5TER ALLOWED 1 TIME EXCESS TIME ON JOO Y GALS. SI R ADDED ON JOB TOTAL We make deliveries inside the curb line and on the lot al Customer's r41 ALLOW WATER GAL. only and accept no responsibility whatsoever for damages resulting iron such deliveries. GALS . f TREE / GAL. 466 5ti438 RECEIVED BY � Y /" (SIGN NAME IN FULL) CUSTOMER'S DELIVERY COPY i I I STATE CALIFORNIA q Department of Agriculture {I Bureau of Weight, and Measures Weighmosters Cereifleata,'of Weight and Measure This is to certify, that the following described merohandise Was Weighed, measured or counted by a Private Weighmaster as prescribed by the CalifoN,10 Business and Professions Code, Division 5, Chapter 7.3, and his signature is a recognized authority of accuracy I oCivin��fon - 1rakim —9, 5500 N. PECK ROAD MU 1-7101 �/GENERApL OFFICES EL MONTE, CALIFORNIA /� EL B-1811 493 - -,1121 Thera[ AWegafed 1 eLJepenalaile Concrete Service Oc PLANT FOUNTAIN VALLEY ZONE Y?qU NO. p�4s� - OUST. :f✓ 1i7C ORDER NO. 4VV- 50440 A/C NO. � J JOBADDRESS 1✓ DELIVERED COMPANY OTHER - F.O.S. SALE O E P BY TA K TR;K Ill LEFT PLANT �{ .v 'j' VVV ; WATER TRUCK LICENSE "',4 TRUO K THIS LOAD o ApDED I GAL - i G 7 NO. {) cu. GUARANTEED AT PLANT / /�3 �Q ✓� TO PRODUCE 1�1 YDE. n Les. AO A. MIK J NO. BACK - ..` �/ LBS. AD x Ml �✓' Come. LBS. AD MI%TUflE CEMENT TEST V... MINIMUM LBS. LOAD CHARGE YDS. LOAD ON ANO OB d^ REMARKS /1 /� G''a�arr{ 9nc. TIME ON .Ll"vinyste. — JOB PRIVATE WEIaXMAeTER ALLOWED TIME `J 1 EXCESS TIME ON JOB �UTY GALS. WATER , ADDED ON JOB J TOTAL ALLOW. Lj" We make deliveries inside the curb fine and an the ivI of Cvstomeri risf WATER f GAL. only and 'les. no responsibility whatsoever for damages resulting fmrt such deliveries. - I GALS. �y EPEE / I L%r / GPL. MOISTURE �J 1 466 50440 RECEIVED BY /L' ` ! ' r—i 1 (SIGN NAME IN FULLI CUSTOMER'S DELIVERY COPY I STATE OF CALIFORNIA 1 Department of Agriculture Bureau of Weights and Measures Weighmasters Certificate of Weight and Measure 1 This is to certify, that the following described merchandise was well hod, measured or counted by a Private Weighmaster as prescribed by fhe California Business and Professions Code, Division 5, 1 Chapter 7.3, and his signature is a recognized authority of accuracy CXivinivdfon — �ruharn A C. 5500 N. PECK ROAD MU 1-7101 �//�GENERAOL OFFICES EL MONTE, CALICFFOORNIA ELL 8-1811 493- -a1121 ///inera[ —4 reQafee eApen[lalle Concrete Service 1 PLANT FOUNTAIN VALLEY ZONE 0 0. R ORDER NO. 466. 50437 F6- I A/C NO. j SOLD TO +^'' ✓' "" JOBADDRESS �':.�.�, /.1;7/ ✓IK[Aicifl'✓T �L= .'ili,1C�'�... =!� DELIVERED BY COMPANY T RU OTHER TR�IC F.O.B. SALE GATES TIME r't' LEFT PLANT "1 WATER TRUCK LICENSE NO. /��..31 THIS LOAD O ocu. [ GPL, f n ''J GUARANTEED ATP / / /�r / TO PRODUCE YDB. ^ ` LBS. MO% MI% /..� V NO. BACK f' y 0 V Las, AD MIX CONC. AD LBS. MIXTURE LOS. CEMENT [/ E TEST WV9D MIN mum I.E. LOAD CHARGE LOAD/ YDS. ON NO. JOB �'a /iam REMARKS TIME ON OL(Vfnl�JfOrt — .in[. JOB PRIVATE WEIGNMASTEP ALLOWED TIME '.{ ,1 By" I E%CEBS TIME ON JOB Y GALS, WATER r( AOOEO ON JOB TOTAL G/ We make deliveries inside the curb line and on the lot Qt Customer's ris4 ALLOW. WATER "f GAL' nl and acre t no es onsibilit whatsaeve! far demo resulri,I frarr e Y P ! D y Se5 9 such deliveries. GALS. FREE STJ M019TVRE f d' f GAL. s RECEIVED 466-50437 (SIGN NAME IN FULL) CUSTOMER'S DELIVERY COPY J °o> wd . I �4 f a''w ZUSA AFT PLANT r AMBRIOGE COASTP PLANT P EL TpFD WEST COUNTY WESTMINSTER PLANT PLANT PL4NT SANTA ANA PLANT P. O. BOX 57$ 3] -9000 fi3T -90p0 -0600 893 -6035 093 -3356 345 -5152 ESTERN AZUSA, CALIF. 91702 4 ] -5606 54] -5606 48 -3318 539-9441 04 READY MIXED CONCRETE ZONE (,,,� rL7., NO.. ...+ - DATE .. (CIE 3 19 - P.O. NO. JPG. r'- CUSTOMER SOLD TO `_,', e✓' (,�, , NO. % r4 /.,iT -!_ _ _.., -.? -- E JOB LOCATION i.,.. ,.. �"'� NO. ADDRESS WATER ADDED r ...- WATER IN WATER AT PLANT AGGREGATE GALS. ALLOWE ` -. - GALS. - ADMIXTURE CEMENT LAB LOT 4 KIND LOAD - L 4 i CEMENT- � © J LOS. N0. TIM! _ C,Jri LOS. W.C. SAND TRUCK N0. '. rr r > LBS. N0. TRUCK 3p CK LI . i NO. W D LOS. N0. Z 2 ROCK DR 1fi t USA WESTERN, INC. 1 � 1 a WATEEIONMASTER PR �' ,rf,+^ _ x W GBR ROCK O l — W DEPUTY DELAY TIME > 0 u m CU. YDS. SX. CONCRETE MIX ADDED ON JOB FROM TO RM 3A SU UTATIYE YARDAGE WATER Llp 7 6 -70- T/.. LBS. NO. ZROCK 'C���r,,, �C'�'� "" - CUSTOM#R SOLD TO r .� °:� BV� LOEp NO...' PFT CAM5RIOGE COASTAL EL TORO A COUNTY WESTMINSTER SANTA ANA ZUSA °R P. A PLANT °0 P. D. BOX 575 837 9000 fi37- -9000 833 00 83] 1010 893 -6035 B93 -3556 545 -9162 K:l.�:. „/ AGGREGATE GALS. ALLOWED GALS. 347 -5606 547 -5608 -3310 539 -9441 ADM4XTURE $ EEiTERN AZUSA, CALIF. 91702 LAB LOT a -3 °� - READY MIXED CONCRETE 19 ZONE PG. NO. DATE /'.'wR ✓ 19 6..J S 6q LBS. NO. ZROCK 'C���r,,, �C'�'� "" - CUSTOM#R SOLD TO r .� °:� BV� LOEp NO...' JOB LOCATION � +} � / .:� NOLE 4 °R ADDRESS .t Z WATER ADDED WATER IN -Sc WATER 5$ AT PLANT K:l.�:. „/ AGGREGATE GALS. ALLOWED GALS. �T ADM4XTURE € CEMENT LAB LOT a KIND - CEMENT LOAD / LBS. N0. LBS. W.C. TRUCK Y SAND NO. 1 `/ 1->� LAr S.A. B -70 i w p O C. C. x x w DELAY TIME p FROM TO RM 3A- _sa m s z:2401 m -cEU. ° ~'yl 9 &� Y tEEW 9` 0 O or I ° `a y 8� U E£8 s-s . eg D °E LBS. NO. ZROCK ,- DRI» gym LB$. ND. 4 ROCK AZUSA WESTERN, 11 pR1VATEeN TEIGHMAII ,T ! BV� LOEp omc 1->� LAr S.A. B -70 i w p O C. C. x x w DELAY TIME p FROM TO RM 3A- _sa m s z:2401 m -cEU. ° ~'yl 9 &� Y tEEW 9` 0 O or I ° `a y 8� U E£8 s-s . eg D °E S; `og ' $o as €s C oa aoa ZL �3d W °a f>�J .Z; �atl ZUSA TPFT C >MDRIOGE COAST PLANT PLANT P El TORO PLANT WES CWNTY WES MINSTER SANTA iNR PLANT PLANT PLANT P. O. BOX 575 63) -9000 63T -9000 -0800 83) -10]0 893 -6035 893 -3556 545 -5162 54) -5606 54) -5606 48 -3318 ESTTERN AZUSA, CALIF. 91M 539 -9441 READY"M90I CONCRETE ZONE 'C,+ �1,t; PG. NO .%= -iDATE a7 �'.:J� 19 C1 NO. CUSTOMER OLD TO / :.� lj� C� r -+ yl 1 - - - SALE JOB LOCATION ( / -s'• F; ( %A--' (7 ii ADDRESS l - -- WATER ADDED y WATER IN WATER - , AT PLANT �_..if :.! AGGREGATE GALS. ALLOWED.. GALS. ' ADMIXTURE CEMENT LAB LOT # KIND -- C. CEMENT LOAD LBS. NO. TIMC LBS. UCK . NO. • LBS. NO. TRUCK 1 ^� I 3 ROCK LIC. NO. D ) w o LBS. NO. 2 ROCK DRIViR - ' -?' '' •' _ < -- AZUSA WESTERN, W1 - J° . a - LBS. NO. PRIVATE WEIOMMAITQ.j "':- t )C w 4 ROCK . i / w ~ By .�f.t__ • DI > onuTV � - w U f DELAY TIME FROM TC - mm _ 'CU. YDS. R • SX. CONCRETE MIX CUNULATIVE YARDAGE WATER ADDED ON JOB - H 3A° .` S.A. 8-70 - .a ...- . CITY OF NEF ^P.OM BEACH .. `a0: 70 -072A Maximum ie ac'. Sample From Load 72 Alley Way 21C 6590 DATE: November 25, 1970 REPORT NO: 20 Modulus of. Rupture Age 525 7 days 1 3F47 "EET N NEWPpRi' &T_ACH. Col! %J'fN, o. 3$; SC 17 i3, 540 -3760 . CITY OF NEF ^P.OM BEACH .. `a0: 70 -072A Maximum ie ac'. Sample From Load 72 Alley Way 21C 6590 DATE: November 25, 1970 REPORT NO: 20 Modulus of. Rupture Age 525 7 days 4 ft 1AS 7' P",r I �. ,..� - -r.,-. k_.. ., � • �1 � . 4 0 r - r�. • �. I Ali �Gr+fr/Ga� „s,TSnr�y ,+'fit'+? Pfrrs a .2Z' . ,. PAr. �Ett. �, ,�; .. ���� .��x !�SA'151� � /yv \ y RPM a e Co-' 2 11V 214 ,caa,14rre oVeo- er-ji Roh r,C5 fit Ja W C /-/, 0'7 7 5-7`ec-,,c 7'�uee �17 ,oOF11V 2i—b, rt. $Ao 10 V, F W 36" 6 X, Jlki, lei ,C -711- Z!:;, e-.- 0 I a 4;Z4 Car,"4771111 41K -C - r�,euv v-/ ?-4"CIVP mar lis-rs.a 97e4) - ED ,oO%e:Ffv& A",i-fl .3 11776 77% ,oO%e:Ffv& A",i-fl .3 11776 Ad. "77 STOP, i reGa;�Z� � ✓ S «".sC 6 i ✓%G1�ii'°/.�/� i��'' !moi : V �.�( ��i� 7121,6: Z2641,41 ,, s 07-o OC7- 6 f ��7ca r., .�a,��.�r :.����.�,�.�sr �r �-,�.�- Gc'T � / 97�a �C�F�3 �'i' �,�� .��',%fF.C��"' fes.-€s�,�;? �.�i`V.�1�'.� �.. --� -- - � `` .67 -Cl1c 7a.,eC el V res X -fLa, 0 e- 7' 'f, 'f, Aee,.w1er X -0, pvlo c7,4,,e1v.4 71-c)A'l 4 vie: IVAC "---4e- -7,6 4 70 134XE'�' 4,6:C,4 Ale ivzo 4 ve� ao ,4e,57-,4 C4A<,o' -I 7-XOA,- .I me