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C-1497(C) - Final design, Bayside Drive improvements
SHUI%RAN- SIMPSON f S -S #6"224 ' CONSULTING ENOINEER$ December 1, 1975 l PUUtip =i DEC a City of Newport Beach {_� C� F797$�. ` 3300 Newport Blvd. Newport Beach, Ca. 92660 Attention: Mr. Steve Bucknam Contract No. 1497 Civil engineering services in connection with the Bayside Drive r mpr•6vements . Pre•Irious, TrVO ices $28,416.83 .'P' incipal 71 hrs. @ $35.00 = $2,485.00 `benign e'n`gineer 1 hr. @ 20.00 = 20.00 •;Dejigneengineer 50 hrs. @ 19.26 = 963.00 Pesigner <` 25 hrs. @ 18.86 = 471.50 Pes:igner 1 hr. @ 18.00.= 18.00 .,Sr',.'. Draftsman. 4 hrs. @ 13.50 = 54.00 x: Draftsman 36 hrs. @ 12.00 = 432.00 'Jr: Draftsman 7 hrs. @ 9.85 = 68.95 Typist 10 hrs. @ 12.00 = 120.00 2 -man Survey Crew 24 hrs. @ 45.00 = 1,080.00 $5,712.45 VENDOR NO. 17C, I INV. NO. {' (Y � _ 'fi _ S Ic t —— r ACC �:):i? i'. ^,. i G1� ". E:': ?. i FO.:'J AM?. 3 ?cog j 5c,94 Jec t - 'kZ 30 1 V ^V4od Y- .s:. :'.: •.:6._... C:..ni: .'..il'❑ I f A:ot 52 5,728.97 34,145.80 ►k. X20¢6 .967_ ` O 2- 3447-OOR 49� Z m 19- 332Z- 004 - Sg36 % -TO -9Z`1i7-ao4 0 rt, / � q ` � _ c �°`�: a� > -: .:. S .�lj �— �v+r�'` 'r.,.. _mss,, . � � ' 1 �, .. B � {� /� � d ° y 1 � � ��� �2� ��� ƒ%�� � ��% a y � � � :` � . �� ��.% y: � � zz� , a. �d » /�yJ- �w�� \�� � \� \� � : � � ' ; � 2� �� � I t-j �1 ft w cu (A- Q O d w LLQ C� a c� ,✓ 'r �� 7, t%/ ?0.' 'sn ,` i Y � �. X.. r.'y�`{',� _ � - fA. iii r � i_- f � .'moi I N -L -�M•�'~ � �+� X' ��, - J" � :fir • !\ • 1 ��; ry � 1� •!.j.. .�rti �i:�r; w y. PUF ' `l -� _ �• t 1 ��!'G �� � - ..fib... , _ _ F ftM *f I ML- iv 4W 4r F ftM *f I ML- I I I I I I I USE -- protective coatii2rgd camehimy cvinpvui dd deafalttd • adhedived PRC 270 RESERVOIR SEALANT INTEk. TECHNIC P. DATA SHEET >CI�� 1-'1y t6� c�'iy9J r For sealing vertical or horizontal joints in water reservoirs, pools, fountains, and other water containment areas where ease cation and exceptional resistance to long term water immersion required. DESCRIPTION � s swimming of appli- is • PRC 270 Reservoir Sealant is a multipart, black or gray, polyurethane sealant which cures at ambient temperature to a firm, flexible rubber, SUPERSEDES PRC 270 Reservoir Sealant has excellent adhesion to primed masonry and metal surfaces and has exceptional resistance to long term water immersion. PRC 270 Reservoir Sealant is supplied in two consistencies; Flow Type and Heavy Type. Flow type is for use in horizontal joints with a slope of less than 2%. Heavy type is for use in vertical joints or in joints with a slope greater than 2 %. PRC 270 Reservoir Sealant must be used with PRC Primer #4 on masonry and PRC Primer #7 on metal. See "Surface Preparation" for primer requireme- ii"ts. SPECIFICATIONS PRC 270 Reservoir Sealant, Flow Type meets the requirements of Type I, Class A compounds of Federal Specification TT- S- 00227E(3). PRC 270 Reservoir Sealant, Heavy Type meets the requirements of Type 11, Class A compounds of Federal Specification TT- S- 00227E(3). PRODUCTS RESEARCH & CHEMICAL CORPORATION CHEMICAL PRODUCTS DIVISION DATE ISSUED February 1971' 8919 EMPIRE AVENUE 410416 JERSEY AVENUE March 1975 BUR6ANK. CALIFORNIA 915D5 GLCUCESTER CITY. NEW JERSEY 08030 AR¢A COD6 213 849.3992 AaEA CODE 609 A56 57D0 PRC 270 RESERVOIR SEALANT Page 2 0 SEALANT DESIGNATION PURCHASING DATA When ordering this product, designate PRC 270 Reservoir Sealant and either Flow Type or Heavy Type and either Black or Gray color. NOTE: Refer to "Surface Preparation" for primer requirement. STANDARD PACKAGING Part A Part B Part C No. Kits Designation Contents Container Container Container per Case # 20 kit 20 fl. oz. I- I can I -quart can Plastic cup 9 #128 kit 128 fl. oz. 1 -quart can 5 -quart can Plastic cup 4 #512 kit 4 gallons 1- gallon can 5- gallon pail Plastic cup - NOTE: The kit number designates the total fluid ounce content of Parts A, 8, and C. Standard kits are furnished with a premeasured quantity of Parts A, B, and C in individual containers. The kits are designed so that adequate space is available in the Part B container for addition of Parts A and C and mixing. SHIPPING CLASSIFICATION: Caulking or Glaziers' Compound, NO1 QUANTITY ESTIMATION Lineal feet per full gallon (231 cu. in.) Width of Joint Example: One gallon (128 fluid ounces) is sufficient material to fill a joint 1/2" wide and 1/2" deep and 77' long. NOTE: Depth of joints receiving PRC 270 Reservoir Sealant shall not be greater than the width and not less than 1/4 ". For joints 1''" wide or wider, the depth of sealant should be 3/4 ". Joints must be packed with a firm joint filler (See Joint Dimension). PRIMER DESIGNATION When ordering primer, designate PRC Primer #4, or PRC Primer #7 as required under "Surface __._.. ,. Preparation ". STANDARD PACKAGING n PRC Primer #4 is packaged as follows: 0 zn r' /4" In Ion 12n Ian 2u 4 w e _ " 77 51 38 30 25 22 1 ao•- W O 3'1 . . . . . . . . . . . . . . . 17 14 12 0 n 4 Example: One gallon (128 fluid ounces) is sufficient material to fill a joint 1/2" wide and 1/2" deep and 77' long. NOTE: Depth of joints receiving PRC 270 Reservoir Sealant shall not be greater than the width and not less than 1/4 ". For joints 1''" wide or wider, the depth of sealant should be 3/4 ". Joints must be packed with a firm joint filler (See Joint Dimension). PRIMER DESIGNATION When ordering primer, designate PRC Primer #4, or PRC Primer #7 as required under "Surface __._.. ,. Preparation ". STANDARD PACKAGING n PRC Primer #4 is packaged as follows: 0 Page 3 PRC 270 RESERVOIR SEALANT ESTIMATED COVERAGE: 200 sq. ft. /gal_, PRC Primer #7 is packaged as follows: Total Part A Part B No. per Designation Contents Container Container Case # 28 kit 28 fl. oz. 4 -pt. can 1 -qt. can g #112 kit 112 fl. oz. 1 -pt. can 1 -gal. can 4 NOTE: The kit number designates the total fluid ounce contents of Parts A and B. Kits are furnished with a premeasured quantity of Parts A and B in individual con - tainers. The kits are designed so that adequate space is available in the Part B container for addition of Part A and mixing. SHIPPING CLASSIFICATION: Paint, N01 ESTIMATED COVERAGE: 150 sq. ft. /gal. NOTE: The coverage listed above for PRC Primer #4 and PRC Primer #7 is approximate, since area covered will depend upon application technique, wastage, and the pitted condition of the surface to which applied. PHYSICAL PROPERTIES (Typical) Base Rubber Weight per Gallon (combined) Consistency Flow Type Heavy Type Nonvolatile Content Application Life Tack Free Time At 75-F At 40° F • Cure Time (To 30 Shore A) At 75° F At 40° F Hardness, Shore A Polyurethane 12.1 lbs. Pourable, self - leveling Thick paste 97% 3 hours 24 hours 72 hours 72 hours 120 hours 35 No. per Designation Contents Container Case pint 8 fl. oz. 'z pt. can 12 One pint 16 fl. oz. 1 pt. can 12 One quart 32 fl, oz. 1 qt. can 6 ' One gallon 128 fl. oz. 1 gal. can 4 SHIPPING CLASSIFICATION: Compounds, Lacquer, Paint or Varnish Thinning or Reducing Liquids, Flammable Liquids Containing Toluene, Flash Point 40° F. ESTIMATED COVERAGE: 200 sq. ft. /gal_, PRC Primer #7 is packaged as follows: Total Part A Part B No. per Designation Contents Container Container Case # 28 kit 28 fl. oz. 4 -pt. can 1 -qt. can g #112 kit 112 fl. oz. 1 -pt. can 1 -gal. can 4 NOTE: The kit number designates the total fluid ounce contents of Parts A and B. Kits are furnished with a premeasured quantity of Parts A and B in individual con - tainers. The kits are designed so that adequate space is available in the Part B container for addition of Part A and mixing. SHIPPING CLASSIFICATION: Paint, N01 ESTIMATED COVERAGE: 150 sq. ft. /gal. NOTE: The coverage listed above for PRC Primer #4 and PRC Primer #7 is approximate, since area covered will depend upon application technique, wastage, and the pitted condition of the surface to which applied. PHYSICAL PROPERTIES (Typical) Base Rubber Weight per Gallon (combined) Consistency Flow Type Heavy Type Nonvolatile Content Application Life Tack Free Time At 75-F At 40° F • Cure Time (To 30 Shore A) At 75° F At 40° F Hardness, Shore A Polyurethane 12.1 lbs. Pourable, self - leveling Thick paste 97% 3 hours 24 hours 72 hours 72 hours 120 hours 35 PRC 270 RESERVOIR SEALAN 0 Page 4 Tensile Strength (ASTM D412) 325 psi Ultimate Elongation (ASTM D412) 750% NOTE: The above physical property values are typical for the material, but not intended for use in specifications or for acceptance inspection criteria because of variations in testing methods, conclitions, and configurations. JOINT DIMENSIONS It is recommended that the depth of the sealant in a joint be not greater than the width and not less than 1/4 inch. For joints 1= inches wide or wider, the depth of the sealant should be 3/4 inch. Joints must be packed with a firm expansion joint filler to support the sealant. Do not use sponges or foams which are easily compressed. One simple and economical method is to use impregnated form board with a "tacked -on" strip in the formation of the joint when the concrete is poured. After the concrete is cured, the "tacked -on" strip can be removed leaving the desired depth in the joint for the sealant (See Figure 1). Tack in place with Duplex nails �f a d Cut strip which _J L Impregnated form board installed is removed prior to applying before concrete is poured primer and sealant FIGURE 1 It should be noted that when PRC 270 Reservoir Sealant, Flow Type is used with the above backing it may be necessary to seal the form board with PRC 270 Reservoir Sealant, Heavy lype or PRC Rubber Cal0 7000 Sealant (See Figure 2) to keep the PRC 270 Reservoir Sealant, Flow Type from seeping between the filler and sidewall. Q � G d PRC 270 Reservoir Sealant, Heavy Type or PRC Rubber CalkC�) 7000 Sealant FIGURE 2 "Tacked -on" strip removed aQ' -o e Cracking resulting from concrete — - shrinkage -Form board Page 5 PRC 270 RESERVOIR SEALANT *when using form board backing, a bond breaker, such as polyethylene film or tape, must be used on top of the form board to prevent PRC 270 Reservoir Sealant from adhering. Another possible joint filler which may be used is "dry pack ". When using "dry pack" as a joint filler, a bond breaker must be used as stated above. SURFACE PREPARATION NOTE: The following surface preparation and priming requirements are recommended for optimum results. All surfaces must be clean and dry and must be free of loose aggregate, paint, oil, corrosion, grease, wax, mastic compounds, waterproofing agents, or form release agents. Masonry NOTE: Contamination resulting from staining by bituminous materials can be tolerated. Therefore, joints containing bituminous compounds need only to have the old material removed and the joint surfaces sandblasted to remove excess material before resealing with PRC 270 Reservoir Sealant. Saw cutting the joint to uncon- taminated concrete and removal of stains are not necessary. If any bituminous impregnated filler remains in the joint, a bond breaker must be used in accordance with the recommendation above. • 1. Cleaning The surface must be clean and dry before application of the primer—or sealant. Remove loose particles with a wire brush and blow out joints with oil -free air immediately prior to priming. All joint surfaces which have been in contact with form release agents and when "dry pack" is used as a joint filler must be cleaned by sandblasting. Fresh concrete must be fully cured and dry before primer is applied. Alkaline seepage from fresh concrete must be washed away and the surface dried. If the alkaline condi- tion is excessive, the surface must be etched with 5% muriatic acid (commercial hydrochloric acid) keeping the surface wet with acid for 15 minutes. Rinse the etched surface with clean water and neutralize with household ammonia mixed in a ratio of 1 part ammonia to 8 parts water. Keep the surface wet with ammonia for about 10 minutes. Rinse the neutralized surface with clean water. Joints should be protected from contamination of bituminous or reservoir materials sometimes sprayed on new concrete to aid curing. When resealing surfaces formerly sealed with mastics, all traces of the old material must be removed. If oil has been absorbed into the pores of the concrete, enough concrete must be removed to insure a clean surface. 2. Priming NOTE: 1. Do not open containers of PRC Primer #4 until ready to use since the material will deteriorate gradually when exposed to moisture in the air. • 2. Apply primer to joint sidewalls before installing the bond breaker. If the bond breaker is installed before priming, primer may be applied inadvertently to the bond breaker resulting in adhesion to the bond breaker. 0 0 PRC 270 RESERVOIR SEALANT Page 6 Apply one thin, uniform coat of PRC Primer #4 to the clean concrete joint surface and • allow the primer to dry at least 30 minutes or until tack free, but not more than 8 hours before applying PRC 270 Reservoir Sealant. If PRC Primer #4 dries for more than 8 hours, reprime the surface with PRC Primer #4. Metal Cleaning Surtaces must be dry, clean, and free of corrosion, mill scale, rust, oil, tars, paint, and other surface contamination. Steel surfaces must be given a commercial sandblast. Nonferrous metal surfaces may be sandblasted or may be cleaned with solvent by washing one small area at a time and drying with a clean cloth before solvent evaporates. 2. Priming To obtain adhesion to metal with PRC :270 Reservoir Sealant, the surface must be primed with PRC Primer #7. NOTE: Do not open containers of PRC Primer #7 until ready to use since the material will deteriorate gradually when exposed to moisture in the air. Mixed PRC Primer #7 has an application life of 8 hours at 75 °F, Immediately after cleaning and before flash rusting occurs, prime the clean metal with one uniform coat of PRC Primer #7. Allow the primer to dry at least I hour, but not mor that 8 hours at temperatures above 70 °F, before application of PRC 270 Reservoir Seal a10 Should the primer be allowed to dry for more than 8 hours, reprime the joint surface wit PRC Primer ##7. See drying times at other temperatures under "Primer Description ". PRIMER DESCRIPTION PRC 270 Reservoir Sealant requires the use of a primer to enhance its adhesive properties on all surfaces in the construction industry. PRC Primer PRC Primer #4 is a one -part, brown colored solution of thin syrup consistency ready to use as packaged. Apply to previously prepared masonry by spray or brush and allow to dry at least 30 minutes or until tack free, but not more than 8 hours before application of PRC 270 Reservoir Sealant. The air drying cycle for PRC Primer #4 at other temper- atures is as follows: ' hour at temperatures above 70 °F 1 hour at temperatures between 50 °F and 70 °F 2 hours at temperatures between 40 °F and 50 °F NOTE: PRC Primer #4 will discolor to a dark brown; and, therefore, care should be used to prevent excess material from being applied outside of the joints where appearance is important. PRC Primer #7 • PRC Primer #7 is a two -part, olive colored solution of thin syrup consistency specifically developed for use with PRC 270 Reservoir Sealant on metals. It is packaged in kits with Page 7 PRC 270 RESERVOIR SEALANT • the correct amount of Part A and Part B packed individually. It mixing the entire contents of Part A with contents of Part B, or by volume of Part A with 6 parts by volume of Part B. The mixed within 4 hours between 100 °F and 120`F, 6 hours between 75 °F and 35`F and 75 °F. The air drying cycle for PRC Primer #7 is as fol MIXING INSTRUCTIONS is prepared for use by proportioning 1 part primer must be used 100 °F or 8 hours between lows: 1 hour at temperatures above 70 °F 2 hours at temperatures between 50 °F and 70 °F 4 hours at temperatures between 40 °F and 50 °F Thorough mixing is necessary in order to obtain optimum physical properties in the cured compound. During summer months when prevailing temperatures exceed 75`F, storage and mixing should be in a cool shaded area, since high temperatures will reduce the appli- cation life. CAUTION: Do not mix Parts A, B, and C until ready to use. PRC 270 Reservoir Sealant is supplied in three -part kits which consist of the base com- pound, Part B; the curing agent, Part A; and additive, Part C, packaged in the proper proportions. The entire contents of the kit must be mixed together after opening. DO NOT VARY MIXING RATIO. • NOTE: It is absolutely essential that PRC 270 Reservoir Sealant not be proportioned. i I. Remove the rim of both Part A and Part B containers with a can opener to assure the accessibility. Remove film from cup of Part C. 2. Add Parts A and C to Part B and thoroughly mix to a uniform color. 3. For the ''20 and ;#128 kits, use the Model "HS" Jiffy Mixer blade available from Products Research & Chemical Corporation. The 9128 kits also may be mixed on a Model 272 or 276 portable mixer manufactured by Semco, 5454 San Fernando Road, Glendale, California 91203 (Telephone: Area Code 213, 247 - 7140). 4. The Jiffy Mixer blade should be used with a 3/8 or 1/2 inch drill motor geared to approximately 450 rpm (which results in a mixer speed under load of approximately 150 rpm) to provide adequate shearing action, to avoid whipping air into the mix, and to prevent generation of internal heat in the compound which will reduce appli- cation life. 5. The mixing paddle or blade should scrape the sides and bottom of the container. Rotate container and move mixing blade or paddle up and down until the curing agent and additive are blended thoroughly into the compound. 6. The mixing time for complete uniformity of mix and color shall be between 8 and 10 minutes. r12109101"INEMA • Application life is the period of time that the mixed compound remains in a consistency suitable for application with a caulking gun and will properly wet the surfaces to which it is apolied. PRC 270 Reservoir Sealant has an application life of 3 hours at 75 °F 0 0 PRC 270 RESERVOIR SEALANT Page 8 and 50`/ relative humidity. The length of time that the mixed compound remains in a • workable consistency depends on temperature and this effect may be estimated by the following general rule: Each 10 °F increase in temperature above 713'F reduces the application life by a factor of 1.5 and each 10 °F decrease in temperature below 75 °F extends the application life by a factor of 1.5. APPLICATION PROCEDURE CAUTION: Do not apply PRC 270 Reservoir Sealant or PRC primers on wet or frosty surfaces or when the surface temperature exceeds 130 "F. 1. Clean joints as specified under "Surface Preparation ". 2. Apply recommended primer as specified under "Surface Preparation ". 3. Install bond breaker. 4. Apply mixed heavy type material by means of a hand or air operated caulking gun, putty knife, or trowel. Mixed flow type material may be poured directly into the joint. NOTE: 1. IT IS IMPORTANT THAT PRC 270 RESERVOIR SEALANT, HEAVY TYPE, BE FIRMLY PRESSED INTO THE JOINT TO ASSURE COMPLETE WETTING OF THE BONDING SURFACE IN ORDER TO OBTAIN UNIFORM ADHESION. HOWEVER, TOOLING SHOULD BE KEPT TO A MINIMUM TO • AVOID CAUSING SLUMP WHEN APPLIED IN RISERS AND VERTICAL JOINTS. 2. PRC 270 Reservoir Sealant is easily pointed without the use of solutions. However, if a solution is desired, soap and water must not be used since the soapy residue will cause yellowing or discoloration when exposed to sunlight. It is suggested that aliphatic: naphtha be used as a pointing tool release agent. This material does not have a residue which will cause yellowing or discoloration nor will it affect adhesion. CURE TIME The period of time required for imately 24 hours at 75'F or 72 hardness in 72 hours at 75`F or due to temperature and humidity increased by low humidity. The 1200 F. REPAIR PROCEDURE the mixed compound hours at 40 °F. The 120 hours at 40'F. changes. Cure time rate of cure may be to become firm and rubbery, is approx- materFal will cure to a 30 Shore A Variations in the rate of cure are is decreased by high humidity and accelerated by applying heat up to If PRC 270 Reservoir Sealant is damaged and the bond is still intact, it may be repaired simply by cutting out the damaged area and recaulking. No primer is required. If the bond has been affected, remove the PRC 270 Reservoir Sealant, clean, and prepare the joints in accordance with the instructions outlined under "Surface Preparation'' CLEANING OF EQUIPMENT • Wash equipment and tools with chlorinated solvent immediately after use or before sealant cures. Page 9 PRC 270 RESERVOIR SEALANT • Remove excess cured compound with a sharp edged tool. Thin films of cured compound may be removed by scraping, wire brushing, sanding, or soaking in commercially available stripping compound. Remove sealants from hands by scrubbing with Boraxo and stiff bristled brush. STORAGE LIFE The storage life of PRC 270 Reservoir Sealant is approximately one year when stored at temperatures below 80aF in the original unopened containers. Slight changes in the application properties may occur during storage, but these changes should not affect the performance properties of the cured material. The storage life of PRC Primer #4 and PRC Primer #7 is one year when stored at temper- atures below 80 in the original unopened containers. SAFETY PRECAUTIONS WARNING: PRC PRIMER #4 CONTAINS FLAMMABLE AND VOLATILE SOLVENTS. Keep away from heat, sparks, and open flame. Proper precautions used with flammable paterial must be taken when applying these products. Comply with all local safety regulations. • HEALTH PRECAUTIONS PRC 270 Reservoir Sealant has been proven to be a safe material to handle when reason- able care is observed. Ordinary hygienic principles, such as washing the compound from the hands before eating or smoking, should be observed. Hands should be washed with a waterless cleanser followed by soap and water. Avoid breathing of vapors, contact with the skin, and ingestion. The uncured compounds of PRC Primer 71f4 and PRC Primer #7 will produce irritation follow- ing contact with the skin, eyes, or clothing. Avoid breathing vapors. When handling PRC Primer #4 and PRC Primer #7, avoid all contact with the body, especially contact with open breaks in the skin and ingestion. Special care must be taken to avoid skin contact with PRC Primer 7i'4 and PRC Primer #7. Always wash hands before eating and smoking. PRC Primer 414 and PRC Primer #7 contain mixed solvents. The maximum allowable concentration in the air is 100 parts per million for safe working conditions. (Refer to DANGEROUS PROPERTIES OF INDUSTRIAL MATERIALS by N. Irving Sax,) Fresh -air supplied painters' hood or respirator must be worn in enclosed areas until vapors have been exhausted, ;Registered tradename of United States Borax & Chemical Company. • "PRC" is a trademark of Producls Research 8 Chemical Corporation, registered with the U. S. Patent Office All ,ai,mcrc, and tcchnicol data ca Nained herein -11 based on tests we believe to be .cli.blo and correct, but accuracy and eomple!eress of said loss are not guaromced and are not to be construed as a w rran!y, either express or implied. User shall rely an his own (nfarmallon and tests to determine sui!abibly of the prodoo !or the intended u s n m ad use, assumes all risk and liability resulting fro his use of the .du ft Seller's and m nufo<tu.c is sole re,,a,,ib.1il, sho!I be to reploce that portion of the product of this m nufacterer which proves to be defective. Neither seller or m nulatl wer shall be liable m the buyer or any third person tar or, in ' ury, loss, or damage directly or indirectly resulting from use at, or inability to use, the product. Recom nen datlons or stotemenl, other than those contained in o written agreement signed by an officer of the monafocturer shall not be binding upon the manufacturer or seller. Printed in U.:i.A. 0 o o `? o::_ - Nkl o H. G. OSBORNE DIRECTOR C. R. NELSON ASSISTANT DIRECTOR DEVELOPMENT 0 n UNTY OF G E ENVIRONMENTAL MANAGEMENT AGENCY DEVELOPMENT DIVISION 400 CIVIC CENTER DRIVE SANTA ANA, CA, 9279 January 7, 1PT I .� Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92660 Attention: Mr. G. P. Dunigan, Jr. Field Engineer ,.,�ECE1�E4 S Pd�l, 81976' J ANA v �gEacN, ; . �N�EydPOC VII. / 0 -!¢R7 TELEPHONE: 834 -2300 AREA CODE 714 MAILING ADDRESS P.O. Box 1078 SANTA ANA, CA, 92702 FILE GOOPO7.2O Subject: Bayside Storm Drain - Agreement No. C814. Extra Con- struction Costs, Change Order No. 1. Dear Sir: Change Order No. I to your contract for construction of Bayside Storm Drain and Street Improvements has been reviewed and a copy is returned herewith. Mr. Robert Brazil has, by signature affixed to the change order, indicated concurrence that the extra costs listed are directly allocable to the storm drain construction. Upon receipt of your billing for one -half the total amount of this Change Order No. 1, a recommendation for payment will be made to our Board of Supervisors as stated by Mr. H. G. Osborne in his letter of November 19, 1975• Very truly yours, H. C. CHRISTIANSON, Acting Manager Public Works Operations RMB:bt Encl. - CCO N1 cc: R. Yablonski PUBLIC 'WOR S :'ROJECT CHANGE ORDER .CHANGE ORDER NO. 1 ATE CONTRACT NO. 1497 PURCHASE ORDER NO. CONTRACTOR'S NAME Bebek Company PROJECT NAME AND NO._ Ba. side Drive Improvements September 25, 1975 BUDGET NO. 02-3497-008 Note: Item 9 "'refers to the attached "Extra Work Evaluation Sheet" A. The contract required disposal of the dewatering effluent into the sewer system, however this increase in flow exceeded the capacity of the pump station. It was necessary to relocate desalting box and revise the dewatering piping. (Item 3 & portion of 5) $516.05 B. During construction of the storm drain existing concrete headwalls, endwalls, an outlet apron and concrete pavement, the existance of all of which were unknown, were en- countered. These structures had to be removed to permit installation of the new pipe. (Items 2 6, 7, 8, 23 & 25) $6,922.89 C. At several locations along the new storm drain unanticipated conflicts occurred with the existing storm drain necessitating removal of the existing. In addition the t existing was shown as CMP on the plans while it was actually RCP. (Items 9, 10, 11, 12, 15 R 16) $8606.48 D. At approximately storm drain Sta 2 + 35, an 8 -inch steel line was encountered which conflicted with the new pipe. After investigation it was determined that the line was an abandoned sewer force main. This item includes delay time during the investigation and the removal of the interfering portion. (Item 14) $1,043.83 E. During construction of the storm drain it was found that the location of the O.C.S.D. trunk sewer differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and in- creased the difficulty in laying the new pipe. (Items 19, 20 & portion of 45) $5,201.28 F. During construction of the storm drain it was found that the location of the Southern California Gas Company 8 -inch main differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and increased difficulty in laying the new pipe. (Items 26, 27 & portion of 45) $5,969.96 Total cost of this change: $28,260.49 CONTRACTOR BY DATE APPROVAL: Fie1,d E .gineer Date , Department H d Date 1z -30 ,_y RECEIVED 8 O.C.F.C.D. Date PUBLIC WORKS OCT 1179756, 9 CITY OF i NEWPORT BEACH, \i j CALIF. l l January 20, 1976 TO: FINANCE DEPARTMENT FROM: Public Works Department SUBJECT: BILLING FOR C -814 Please bill: Orange County Flood Control District in the amount of: $114,130.24 Refer to agreement No. C -814 on the invoice. Please include the attached with the bill. G.P. Ounigan, Jr. Field Engineer GPD:em �4q7 00fff 640 -2121 November 21. 1975 EMA Development Division 400 Civic Center Drive West Santa Ana, CA 92701 Attention: Robert Brazil a,ubject: Bayside Drive Storm Drain, BOOPO , C -149 Gentlemen: Reference is made to the attached letter from Mr. George Osborne regarding District participation in the cost of the extra work on the subject project. Enclosed are two copies of Change Order No. 1. The daily extra work reports. invoices. etc. have been previously sent to Mr. Dawson. If satisfactory, please sign and return one copy of the Change Order. Very truly yours, 6. P. �igan, Jr. field Engineer 6PD:sin 0 0 E 0 UNTY OF H. G, OSBORNE DIRECTOR C E ENVIRONMENTAL MANAGEMENT AGENCY 811 NORTH BROADWAY SANTA ANA. CALIFORNIA November 19, 1975 Mr. Robert L. Wynn, City Manager City of Newport Beach City Hall 3300 Newport Boulevard Newport Beach, California 92660 Dear Sir: TELEPHONE: 834 -5678 AREA CODE 714 MaIUMC Aoo NIss: P.O. BOX 4048 SANTA ANA, CALIFORNIA 92702 FILE fp"^ 1 n This is in response to your letter of October 10, 1975 in the continuing matter of the extra cost for the Bayside Storm Drain. I will recommend to the Board of Supervisors that the Orange County Flood Control District pay one -half of the portion of the extra costs that are directly allocable to the storm drain construction upon receipt of certi- fication agreed to by the city and the agency's chief construction inspector, Robert Brazil. Very truly yours, H. G. Osborne, Director HGO:mn • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard C-141-7 Date `4ov int,ar 18, 1j7 TO: c "IA Gev=lnploent G-ivision 4JJ Civic Canter ;riva '.4Lst Santa Ana, CA 32101 ATTENTION:iiunard Lawson SUBJECT: wayside arrive Storm Crain Improve,ients, C -14317 We are transmitting the following: No. Copies Description Remarks: 2 Notice of Completion (J.R. 11553/1041) noward: Per our cooperative agreement. BY: A. — Steve tueknam, Jr. Project `tanager RECORDING REQUESTED BY AND MAIL TO Laura Lagios, City Clerk 3300 Newport Blvd, Newport Beach, CA 92660 33519 EXEMPT C8 NOTICE OF COMPLETION PUBLIC WORKS BM 11553P61041' RECORDED IN OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA 9:05 A.M. OCT 30 1975 J. WIT.;E Chtiiiii, tiG «li:j , awrfler To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on September 20, 1975 _ the Public Works project consisting of Bayside Drive from Bayside Place to Marguerite Avenue Street, Storm Drain , Sewer and Water Improvements, C -1497 on which Bebek Company was the contractor, and_Snfp T Cnmpnny of Amprirn was the surety, was completed. FICA I, the undersigned, say: CITY OF NEWPORT BEACH n ./7\ /) Public Works 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 October 29, 1975 V ERIFICAT I, the undersigned, say: at Newport Beach, California. CITY C I am the City Clerk of the City of Newport Beach; the City Council of said City on October 28, 1975 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 October 29, 1975 at Newport Beach, California. 0 J 0 0 November 10, 1975 CITY COUNCIL AGENDA n�j �n�tcR BY CITY JBA(2�8 CNN!' FROM: TO: CITY COUNCIL A I�ROVED BY CIT `ANN!' I' FROM: Public Works Department DATE NOV 10 19; 5 SUBJECT: BAYSIDE DRIVE IMPROVEMENTS -- CARNATION AVENUE TO MARGUERITE AVENUE (C -1497) RECOMMENDATION: Approve budget amendments in the amount of $44,576.65 to cover extra work costs under the contract. DISCUSSION: On October 28, 1975, Council accepted the subject project and author- ized the City Clerk to file a Notice of Completion and to release bonds 35 days following filing of the Notice of Completion. During the progress of the work, as mentioned in the acceptance memo, numerous unforeseen difficulties were encountered which necessitated the per- formance of extra work to complete the contract. Because of limited street width and the great depth of the existing storm drain and water line (up to 25 feet), it was impractical to conduct advance explorations in sufficient detail to anticipate and prevent all of the problems. The extra work resulted in costs totaling $46,946.30; or a 12% increase above the original contract cost of $388,562.50, for a total cost of $435,508.80. The following is a breakdown of the extra work and its associated costs: 1. Chanoe Order No. 1- -Storm Drain Construction A. Dewatering System Modifications $ 516.05 B. Unforeseen Obstructions (headwalls, endwalls, etc.) 6,922.89 C. Interference with Existing Storm Drain (due to poor records) 8,606.48 D. Interference with Unknown Abandoned Steel Pipe (poor records) 1,043.83 E. Interference with Orange County S.D. Sewer (poor records) 5,201.28 F. Interference with Southern California Gas Company Main (poor records) 5,969.96 Subtotal Storm Drain Items $28,260.49 November 10, 1975 • Subject: Bayside Drive Improvements -- Carnation Avenue to Marguerite Avenue (C -1497) Page 2 2. Change Order No. 2- -Water Main Installation A. Exploratory Trenching for Distribution System Connections (poor records). $ 3,928.21 B. Delay due to City's Inability to Get Complete Shutdown of Existing 18" Water Main (50- year -old valves). 1,189.91 C. Interference with Existing Water Main (poor records). 8,011.27 D. Delay Due to 6" Water Main Break 2,006.86 E. Delays Due to Interference with Other Utilities 4,434.23 F. Welding Due to Design Changes. 707.25 G. Encasement of Water Main Due to Design Revision. 357.13 H. Additional Pipe and Fittings Due to Design Revision. 539.32 I. Cutting and Plugging of Existing Mains for Side Connections. 328.34 J. Credit for Removal of Existing 18" Water Main. (- )6,578.66 Subtotal Water Items $14,923.86 3. Change Order No. 3- -Sewer and Sewerage Construction A. Dewatering System Modifications. $ 516.05 B. Pump Station Wall Modification for Future Connection. 665.68 Subtotal Sewer and Sewerage Items $ 1,181.73 4. Change Order No. 4- -Drive Approach Modification A. Drive Approach Modification Due to Excessive Breakover Angle. 1,187.92 Subtotal Drive Approach Item $ 1,187.92 5. Change Order No. 5 -- Survey Error A. Research of Survey Error and Restaking for Storm Drain Construction. $ 1,392.30 Subtotal Survey Error Item $ 1,392.30 Total Extra Work Costs (C.C.O.'s 1 - 5) $46,946.30 - 0 November 10, 1975 Subject: Bayside Drive Improvements -- Carnation Avenue to Marguerite Avenue (C -1497) Page 3 To cover the above extra work costs, the following budget amendments are required: Change Order Credit Account Source of Funds Amount 1 02- 3497 -008 Unappropriated Surplus $28,260.49 (General Fund) 2 50- 9297 -004 Unappropriated Surplus $14,923.86 (Water Fund) 5 02- 3497 -008 Unappropriated Surplus $ 1,392.30 (General Fund, Offsetting Revenue) The cost of Change Order No. 3 ($1,1B1.73) will be funded from the account for the annual sewer pump station program (02- 5575 -013); and the cost of Change Order No. 4 ($1,187.92) will be funded from the account for the annual street and alley program (02- 3375 -014). No budget amendment is needed for those items. The staff is currently discussing with the Orange County Flood Control District the possibility of the District's paying for all or a portion of Change Order No. 1. The staff is also discussing cost sharing of Item F under Change Order No. 1 with the Southern California Gas Company whose facility was involved in that extra cost. The design engineer, Simpson - Steppat, Consulting Civil Engineers, has agreed to bear the cost of Change Order No. 5 (survey error), and is being billed. l Dseph'T. Devlin ublic l rks Director 1SB: jd C- 1487 October 31, 1975 TO: CITY CLERK FROM: Public Works Department SUBJECT: CLAIM OF PACIFIC TELEPHONE AND TELEGRAPH COMPANY Re: Bayside Drive Improvements (C -1497) In reference to the subject claim, the cable in question was damaged on June 26, 1975, by the City's contractor, Bebek Company. The cable was not shown on the plans because the Telephone Company had not indicated its existence either in as -built drawings or on requested checks of preliminary and final project plans. Bebek Company had requested Telephone Company locations prior to the damage occurring. The Telephone Company locating team had missed marking the crossing and stated that fact to the City's inspector, Mr. Jerry Johnson, on the afternoon of June 26, 1975. On the basis of the above, we cannot see that the City carries any responsibility in this matter. S /eBi ckn am, Jr. Project Manager SB:jd C -r4q7 November 3, 1975 TO: FINANCE DIRECTOR FROM: Public Works Department SUBJECT: BAYSIDE DRIVE IMPROVEMENTS - BAYSIDE PLACE TO MARGUERITE AVENUE (C -1497) George: Please bill Simpson- Steppat, Consulting Civil Engineers in the amount of $1178.10 to cover extra work costs associated with a horizontal alignment error on the subject project plans. When the money is received please deposit it in Account # 02 -3497 -008. If you have any questions please give me a call on X 196. v Bucknam Project Manager SB:hh 0-/4'77 THE PACIFICELEPHONE AND TELEG •PH COMPANY V. G. CAVEY. CHIEF SPECIAL AGENT 770 "B" STREET. SUITE 404 October 29, 1975 2333 N. BROADWAY. SUITE 290 SAN DIEGO, CALIFORNIA 92101 SANTA ANA. CALIFORNIA 92706 17141 239-1107 (]141 833 -1143 IN REPLY. PLEASE REFER TO FILE NO. 540-2378 City Clerk City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 RE: Our claim for damage to buried telephone cable and conduit. Dear Sir: Enclosed is our original letter informing you of our claim. Since your letter of August 15, 1975, Bebek Company has denied our claim on the basis that our cable run was not shown on the prints provided by your City. Please have your insurance carrier work with me if they need additional information. Very truly you s, JNR:BH `/ g J. N. Rickabau h Enclosure Security Representative THE PACIFIC ELEPHONE AND TELEGR• H COMPANY V. G. CAVEY. CHIEF SPECIAL AGENT 770 "8" STREET. SUITE 404 August 8, 1975 SAN DIEGO. CALIFORNIA 92101 1714) 239 -1107 City Clerk City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Dear Sir: 1333 N. BROADWAY. SUITE 290 SANTA ANA, CALIFORNIA 92706 17141 8331143 IN REPLY. PLEASE REFER TO FILE NO. 540 -2378 On June 26, 1975, at Bayside and Marguerite, in the City of Newport Beach, 40 pairs of a 900 -pair under- ground cable were severed and four feet of 4 -MTD conduit were broken when employees of Bebek Corporation were placing a storm drain, while under contract to the City of Newport Beach. Our investigation indicates the responsibility for this damage rests with you. It is possible, however, that you may have information relieving you of this responsi- bility. If so, will you please advise us in order that we may avoid unnecessary steps in the processing of this claim. If we do not hear from you, we will assume that you accept the responsibility for our damage, which is in the estimated amount of $800,00. We ask your permission to substitute the true amount of our damage for the estimated amount at the time our bill is rendered. Ver truly yours, c+? JNR:BH V. G. Cavey ///-� Security Director o^ ,� , security Lirec. ors 0.' -1 ,�, Pacific Telephone* 2J333 Norta Lri�C�{ Y'iC��', ..ulte 230 Lance '` ^::. C'alii ✓:;: ±a 52705 �pzE 17Ct317ci FS , � J ACCT :�a 3ri:3 40 -237c •• ,EI. N. 1113beT Garporatior. PLEASE PAY THIS AMOUNT S1,4!D3.92 r 16706 aonstruction '�;ay Irvine, California �,i G2604 City of :- : °ry`3rt Bea-ch 3330 Pdewport Boulevard L Na pt,-rt 3eacil, Calf =n1a £2650 J PIEASE RETURN THIS PORTION OF BILE WITH YOUR PAYMENT i �s 0': 54^. -2270 Jranga vetocar b, _ accou Nr �- -� Dare To cQ'.`er the c"t of rrr.airi f our u:cilit es 4a:2aged at u Bay " e a z, as rx. gser4te, .•! � .,ic,. Wev7pirt Leach, Cr:luornia on June 27, '1975. ICUT't3tai'�.: Sia= tw, is 1. P`'1n r Hard, -;r :r $37.uJ Total .?�ter4al $ 37.85 .:`.]l.'.tc?ncY w,3Splicer ! :i7C^.:i, .i,s 1Er ::. i es E4u: T1 ;e, 2 112 hrs . Total Labor 5&5.33 2 ,A-tcvr Vehicle- Eipenze 713.14 Ca;,tra:cz 4 4„ k - er CocG~zct: �'c E 1!_ttachea 55 ta4 Ch rrar 1,490.S2 1 PACIFIC TELEPHONE ©O sQL'3 Pipelines Plant Piping o Conduit Construction P. O. Box 4368 8201 S. Sorensen Ave. • Whittier, California 90607 (213)685.5640 • (213) 945 -1411 INVOICE NO. 31799 and Cra.7 Ap B=zie Na. MJIO a �'.w'LY r: Za7z za ane +°'.Ji'YI a :.'.-^...R'. "-z i?n» " 't Cost of Labor (including vacation and holiday fund charges) Basic Labor Premium TOTAL LABOR Insurance — Basic Labor 1 Payroll Taxes Jl( Health & Welfare, Pension and Apprentice Training Fund Charges Materials and Supplies — Rented Equipment Services & Miscellaneous Charges Other SUB TOTAL Overhead, Profit & Handling Charges TOTAL Contractor's Equipment Small Too) Expense Allowance of Basic Labor TOTAL BILLING NET CASH UiJ.JL SUMMARY OF DAILY WORK REPORTS .ee e.S S.O t L7 [j C HOOD CORP ATION CC1)CVI - •p r✓ % OFFIC use � 7 6201 $O. SORENSEN AVE.-WHI CALIFORNIA 900T DA[ r yA _ SMRT w0, ' Cusiov[M's O�OCA NO.C� Li. / -^ � � AUTHORIZATION OR L[TT[p MO_ � _ OUR JO. HO'l����� CUSTOMER Z' LOCATION OF WORK !!'!y; i r.,. /. < L, . •"`�` /- '('� _ DESCRIPTION OF WORK_ - �rii %t'i'(' /.' 'r -r/ Ar pnsl- f.zm iROw LABOR / r� TO 16 ` 17 18 `/ -19 -S 20, �b 21 —} '22 —0- '23' -9 21 10-1 -25 'll '26 12 2f "13 -28 1/ -29 "30 15 31 wo,Yee Rale EARNINGS 1 S.T. jr,e..l st"a It T,m, SU""" Lme ➢rem.uR Tme FORE i .��) To - D Z�Z//// 3 PTD , /. ..;., S ✓IG S LAB . . . . . . uz TOTALS 4 TOTAL LABOR a PAY ROLL TAKES % TOTAL LABOR RP�ojPS ,LtdF' COMP, P/L ! P/D INS. % S.T. LABOR O'1'°P5 TOOL EXPENSE S S.T. LABOR pr +° 5 HEALTH & WELFARE yf SUB -TOTAL MATERIAL 8 MISCELLANEOUS OVERHEAD O PROFIT -1 MUNBEP SUB TOTAL MATERIAL A PHSC. TOTAL /7— OVERHEAD A PROFIT /l A MATERIAL b MISC. SUB -TOTAL � FROM r/ 7.5 EQUIPMENT TO °21 .- 161-17 i _i.5 -31 HRS. RATE AMOUNT �•� 18 / t9-20, r 2 4 -x 2&-1-29-3 COMPRESSOR PICKUP TAR POT TRENCHER TRUCK 4 -.� t -� WELDING OUTFIT Ain MOTOR _ E -A TAPPING MACHINE I TRACTOR I I EQUIPMENT TOTAL "li; HOOD CORPOR r. Jn . , ,U �I •, .. .. .r•; i,' a.ad h.; i:L ^l ply, brAh, wqI- fT'e :':.1 r7q C' •'' - ;, i:' !t; i�.l� T<iicd IAioltd wor. CERTIFIED BY p,u ra r.: r... :.5: amauFlT L9ne.0y whAh.b wo `TOTAL F E October 28, 1975 CITY COUNCIL AGENDA ITEM NO. G -5 All) rri „1! 1 n!;Pr i TO: CITY COUNCIL i uvUlyv� FROM: Public Works Department DATE 0 C F 281075 SUBJECT: DRIVEWAY DAMAGE CLAIM OF DR. ROBERT M. STANSBURY, 2340 BAYSIDE DRIVE RECOMMENDATION: DISCUSSION: Deny the claim of Dr. Stansbury for further cost sharing by the City in the replacement of his driveway. Attached are the following: Copy of a letter dated June 21, 1975 from Dr. Stansbury to Mr. Devlin. 2. Copy of a letter dated July 25, 1975 from Mr. Bucknam to Dr. Stansbury. 3. Copy of a letter dated August 11, 1975 from Mr. Webb to Dr. Stansbury. 4. Copy of a letter dated October 2, 1975 from Dr. Stansbury to Mayor McInnis. 5. Copy of a photo taken before construction began. In reference to the attached letter dated October 2, 1975 from Dr. and Mrs. Robert M. Stansbury, the following points should be clarified. 1. When Dr. Stansbury's complaint regarding damage to his driveway was first received by the City, the City agreed with Dr. Stansbury that it was possible that a large portion of the damage to the driveway on private property could be related to the construction of the Bayside Drive Storm Drain Project. On this basis the City proceeded to work out a solution with Dr. Stansbury. Subsequently, a photo taken before actual construction began clearly showed that the major share of the driveway damage was in existence before the project started. Based on this photo the City felt that it could no longer justify any further participa- tion in the high cost of driveway replacement. 2. The City did replace two driveway approaches to Dr. Stansbury's property and a portion of Dr. Stansbury's driveway that was in the public right -of -way. The cost of this work was approximately $800.00. The City did feel that a significant portion of the damage done to this October 28, 1975 Subject: Driveway Drive Page 2 0 0 Damage Claim of Dr. Robert M. Stansbury, 2340 Bayside portion of the driveway was contract related and the City could justify the entire cost of replacement. It should also be pointed out that the contractor in an effort to appease the Stansburys absorbed the cost of color tinting both the driveways and drive approaches. In summary, we feel that the remaining damage claimed by Dr. Stansbury was not the result of the construction project but the result of the surface tree roots in the area. At the present time there is no Council policy which guides the staff in the replacement of private improvements damaged by trees in the public right -of -way and there are no funds budgeted to cover the cost of this type of work. It is felt that the City should carefully review all requests for repairs of this type because it could lead to a very costly program in some areas of the community if applied on a city -wide basis. seph(,'T Devlin P bl i c DlOrks Director i D:hh Attachments: For Council Members Only Point M. JtanlburV, //l.2. 120 EAST IBTH STREET COSTA MESA, CALIFORNIA TELEPHONE 646 -3861 'r. Joseph T. Devlin 33nn 'V. "'e+loort 91vd. Mp,eoort Reach, ca. 97F6n Dear "'r. Devlin, 9 June 71, 1975 Pn June 1n, 1075, mr. Steve 9ucknam, project manager, and ^r. Jerry Johnson, oorject inspector were kind enouoh to respond to our request for a meetinn to insoect and evaluate the damage to our driveway and for water pressure at our home at 234D 9ayside Drive, corona Del mar. I)le feel our driveway is a complete loss. de would like the city and construction company to replace the damage to our driveway and yard. Ve would like to explain the causes of the damage. I. Trees - The trees that follow the city prooerty line and city easement along Beaonia Park. These lovely laroe trees have roots that are raisinq the cement drive - nay as much as 4 inches and crackino it in many other areas. This was noted by mr. Pete Kicsich, contractor, on April 1, 1975, when he inspected the driveway. 2. Lack of water to 9eoonia park during construction. This caused the tree roots to seek moisture in our yard further crackino the driveway. 3. Construction - The recent construction for flood control across 9ayside Drive and public automobile damene. We are _2- directly is the path of construction. The public would rp'OVP the street barricade and drive throuah our yard to cross the nark to reach Carnation. The traffic was daily and worse on weekends. The contributed to the breakup of our driveway. 4. The damane by vibration— the vibration from heavy equioment, especially the breakup ball and shovels. F. namaoe due to soil collapse — apparently there is an old collansed city water main runninq under our driveway which contributes to cracking of the driveway by soil settlinn. Respectfully, A. Y) Dr. and Mrs. Robert M. Stansbury 234n Rayside Drive Corona Del Mar, Ca. 92625 F 0 CITY OF NEWPORT BEACH CALIFORNIA 91660 July 25, 1975 City Hall 3300 Newport Blvd. (714) WA -AW 640 -2196 Robert M. Stansbury, M.D. 120 East 18th Street Costa Mesa, CA 92626 Subject: Dayside Drive Improvements - Driveway Damage Claim (C -1497) Dear Dr. Stansbury: This letter is in response to your letter of June 21, 1975 to Mr. Devlin which outlined the damage you felt was done on your property as a result of our contractor's (Bebek Co.) operations. Following are the City's responses to each cause which you felt contributed to the damage: A. Tree Root Damage - The City can prune the roots if the root structure is such that the stability of the tree is not affected. Otherwise the trees must be removed. B. Lack of Water to Roots - The relatively short period of time that the park was not watered could not cause the type of damage you are claiming. The City has pictures of your drive- way taken prior to the start of work which show numerous cracks and raised areas on your driveway. C. Public Using Driveway - The contractor is responsible for maintaining adequate barricade control and if additional damage was done by public use of your driveway we will ask the contractor to share a portion of replacement costs. D. Vibration - Damage from vibration is also the responsibility of the contractor. If damage was done as a result of his work we can ask him to share a portion of those costs. E. Old Water Main Under Driveway - The City has no knowledge of such a conduit under your driveway. To summarize, the City feels that since a major portion of the damage to your driveway was done prior to the start of work that you should share a portion of any replacement costs. We propose the following cost shares: 41 .a F 0 CITY OF NEWPORT BEACH CALIFORNIA 91660 July 25, 1975 City Hall 3300 Newport Blvd. (714) WA -AW 640 -2196 Robert M. Stansbury, M.D. 120 East 18th Street Costa Mesa, CA 92626 Subject: Dayside Drive Improvements - Driveway Damage Claim (C -1497) Dear Dr. Stansbury: This letter is in response to your letter of June 21, 1975 to Mr. Devlin which outlined the damage you felt was done on your property as a result of our contractor's (Bebek Co.) operations. Following are the City's responses to each cause which you felt contributed to the damage: A. Tree Root Damage - The City can prune the roots if the root structure is such that the stability of the tree is not affected. Otherwise the trees must be removed. B. Lack of Water to Roots - The relatively short period of time that the park was not watered could not cause the type of damage you are claiming. The City has pictures of your drive- way taken prior to the start of work which show numerous cracks and raised areas on your driveway. C. Public Using Driveway - The contractor is responsible for maintaining adequate barricade control and if additional damage was done by public use of your driveway we will ask the contractor to share a portion of replacement costs. D. Vibration - Damage from vibration is also the responsibility of the contractor. If damage was done as a result of his work we can ask him to share a portion of those costs. E. Old Water Main Under Driveway - The City has no knowledge of such a conduit under your driveway. To summarize, the City feels that since a major portion of the damage to your driveway was done prior to the start of work that you should share a portion of any replacement costs. We propose the following cost shares: 0 - Robert M. Stansbury, M.D. Page Two July 25, 1975 Property Owner 50% City 25:5 Contractor 25% We would like to meet with you at your home as soon as possible to discuss our proposal with you and the contractor. The contractor plans to finish work within the next month; a resolution of this claim would be beneficial to all parties prior to the contractor leaving the area. If you have any questions regarding this matter, or to set up a meeting, please feel free to call me at 640 -2196. Very truly yours /, f / ?mow / C. Ste en Bucknam Jr. Project Manager CSB:hh cc: Bebek Co. Dave Fennell, Parks, Beaches & Recreation Department August 11, 1975 Robert M. Stansbury, M.D. 120 East 18th Street Costa Mesa, California 92626 CITY OF NEWPORT BEACH I CALIFORNIA 92660 City halt 3300 Newport Blvd. (714)YaMI40 640 -2281 Subject: Bayside Drive Improvements -- Driveway Damage Claim (C -1497) Dear Dr. Stansbury: A further review of your request for the replacement of the driveway at your 2340 Bayside Drive home in Corona del Mar has indicated that the cracking and heaving of the concrete slabs is related to tree root growth. There does not appear to be any damage related directly to the construction contract. In Mr. Bucknam's letter of July 25, 1975, a cost sharing proposal involving our contractor was presented. The contractor has agreed to replace the drive approaches in the public right of way. He is in the process of doing this. We feel that un- less more substantial proof turns up to support the premise that his construction operations caused additional cracking and damage, he has fulfilled his obligation. It, appears that three carob trees planted in public right of way may be contribut- ing to the driveway problem. We have reviewed this situation with the director of our Parks, Beaches and Recreation Department and are trying to work out a permanent solution to this problem that will be acceptable to both you and the City. These considerations include replacement of all or part of the driveway and /or removal of one or all of the trees. in the meantime, we have instructed our contractor to proceed with his work as ex- peditiously as possible. The cost sharing proposal mentioned in Mr. Bucknam's letter for the replacement of your driveway must be revised. The City will probably accept some portion of re- sponsibility for the replacement of the driveway because of the involvement of the trees in the public right of way. However, as indicated above, we feel the damage is not related to the construction project. Since three departments may be involved in this decision, it will take a few days to work out a solution. We will Contact you next week to further discuss this matter. Very truly yours, Don Webb Civil Engineer cc: Parks, Beaches Bebek Company Owl. ja & Recreation Director fiir. Donald Glc Innis City Hall 7300 Newport r?lvd. Newport Beach, Cali, -ear '! ..ayor ' "c = r;nis: 0 Copt M. ✓t[LRlLIV, M.2. 120 EAST ISTH STREET COSTA MESA, CALIFORNIA TELEPHONE 646 -9861 , ?2n(� October 2, 1575 Mayor City 91 Newport r5each q ;erg �, r:a `�•!?-.. 2340 P_ayside Drive, Corona Del filar CaIim.." C -16q? flay we a-ek. you to revie+!; the copies of the three letters enclosed. They are the correspondence between the City of Newport Peach and cs. These three letters plus nary phone cells led us to believe the City of Newport Beach had accepted their obvious responsibility, and a plan could be worked out to replace our driveway. On August 5, 1015 a phone call from P:lr. Bucknen informed a =_ City had a meeting and these were the alternatives; 1. City would remove the trees whose roots were invading our property. edo the driveway as it is now, with tinted cement and aggregate, and replant the area. -or- 2. Trim trees of invading roots. Have us sign a hold harmless to city and then replace driveway as it is now. The city would do all labor, but their proposal on the tamer..`. was a share cost of They estimated the cost at �18n0.,but it could cost less after three job bids are obtained. I explained to Mr. Bucknam that we felt city should pay the total cost of our driveway, since it was a loss through the city owned trees, but if our Home Owners Insurance policy would cover any part of the damage ue would pay the deductible. Telephone c_lle were made. Our Insurance .Agent with State Farm Insurance, Bud Bearbower, thought we had coveraee and the Adjuster, Mr. Robert 10alsh was to inspect the driveway and contact Mr. Bucknam regarding costs. -2- 0 I called @.r. Oucknam and he immediately called Mr. Walsh. An agreement for a draft of SD`f: of t.;,e cost of the cement w2s scttled on, Nr. Bucknam said they _ -ould start work as soon as this was agreed. I expected any day to have them start work, but I heard nothing more from %1r. Bucknam and on September 9, 1975 I telephoned Mr. Bucknam who informed me the entire project was sent to Mr. Cal Stewart, City Park and Recreation Depart, -aunt. I waited and receiving no information from Mr. St.ewarts office, I telephoned. Mr. Stewart was on vacation. On September 23, 1975 ir. Stewart returned my call and informed me parks and Recreation was ready anytime to remove the trees and or trim the tree; roots and do the replanting but he could do nothing regarding the driveway. To summarize, we honestly feel construction was a very important factor in the complete cracking and breakup of our driveway. The City took pictures of the root damage at the start of construction April 3, 1975 and the differencs between then and now is startling. Ple refer you to our original letter under cause `3. tle would like all of the driveway damaged by roots of the city trees to be redone as it was, with matching tinted cement and pebble aggregate inserts. Ue would like the City to replace our sprinkler system and replant the area that was destroyed through city construction for flood control. We understand that the City Council meets October 14, 1975. We hope that the contents of this letter can be decided upon with a definite answer. Ne do not wish to bring attorneys into this matter but we do wish to get a response by October 24, 1975. Very Truly Yours, Dr. and Mrs. Robert M. Stansbury Home phone ,;= 675 -7540 Office phone # 646 -3961 cc/Councilman Mrs. Kuehn • TO: CITY COUNCIL Ober 28, 1975 CITY COUNCIL AGENDA ITEM NO. H -9 FROM: Public Works Department SUBJECT: ACCEPTANCE OF STREET, STORM DRAIN, SEWER AND WATER IMPROVEMENTS, BAYSIDE DRIVE FROM BAYSIDE PLACE TO MARQUE IU\PVtPE (C -1497) RECOMMENDATIONS: V'vi d i975 DATE 1. Accept the work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the bonds 35 days after Notice of Completion has been filed. DISCUSSION: The contract for the construction of street, storm drain, sewer and water improvements in Bayside Drive from Bayside Place to Marguerite Avenue has been completed to the satisfaction of the Public Works Department. The bid price was $388,680.50 Amount of unit price items constructed 388,562.50 Amount of change orders Approximately 48,000.00 Total contract cost Approximately 436,500.00 During the construction of the storm drain number of obstructions were encountered resulting in extra costs. Typically, these obstructions were old storm drain facilities, the exact locations of which cause of their depth, could not be economically loca the design phase. and water main, a large extensive delays and existing utility and were unknown and, be- ted in the field during The staff is currently discussing with the Orange County Flood Con- trol District the possibility of its sharing the cost of a portion of the extra work. When this matter is resolved, a final financing report will be submitted for Council consideration. The purpose of this report, if approved, is to enable the City Clerk to file the Notice of Completion, thus starting the statutory 35 -day period after which the contractor may be paid the 5% retained funds. The design engineering was performed by Simpson - Steppat, Consulting Civil Engineers. The contractor is Bebek Company of Irvine, California. The contract date of completion was July 18, 1975. The contractor was delayed two weeks due to inclement weather at the start of the project. This, combined with the above described extra work resulted in the work not being substantially completed until September 3, with the final patching and cleanup completed September 20, 1975. o eph T.(D vlin I Dlic Wor s Director :jd 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard Date T0: Sebek Company 16706 Construction Way East Irvine, CA 92705 ATTENTION: SUBJECT: Bayside Drive Improvements -1497 We are transmitting the following: October 14, 1975 No. Copies Description Remarks: 3 Progress Payment Request No. 6 Please sign the original and one copy and return to this office. The third copy may be retained for your files. BY: , Z40 G.P. Duni gan Field Engineer GPD:em 0 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO: vZ7 FROM: Y'4 ':;- SUBJECT:— -z '5' 0DIAZ / vc� ,e-vd Y' Copies To: Date A9 —IV- ?3— fiee� jz IV, fZFAQ 01g L*' Is PUT IT IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS .I a 9 xxxxxx 640 -2151 October 10, 1975 Mr. M. G. Osborne Director, Environmental Management Agency 811 North Broadway P. 0. Box 4048 Santa Ana, CA 92702 Subject: Bayside Storm Drain GDOPO7.20 (C -1497) Dear Mr. Osborne: Attached for reference is a copy of a letter from Mr. Carl Nelson dated October 1. 1975, refusing the City's request for extra work incurred to the construction of the Bayside Drive storm drain. The City of Newport Beach feels that the claim for cost sharing in the extra work by the County of Orange is justified. We therefore request that the County reconsider its position and approve an amended agreement with the City to cover the cost of extra work for the following reasons: 1. The original allocation for this project under the County's CEFCAC program was based on an estimate made in 1971. 2. The City experienced lengthy delays in getting the project out to bid because of the large number of agencies reviewing the project (the required permits took over a full year to obtain). 3. After obtaining the permits the City had to wait through the winter of 1974 -75 before putting the contract out to bid. 4. The inflationary factors during these periods contributed signifi- cantly to the higher cost of the storm drain work. S. The City contributes through property taxes in excess of $1,000,000 a year to the Orange County Flood Control District. A very limited amount of this money is returned to the City in the form of direct benefits. A favorable reply to this request would be appreciated. Very truly yours, Robert L. Wynn City Manager RLW:JTD:hh Att. TO: FROM: SUBJECT: DISCUSSION: MAYOR MCINNIS Public Works Department 0 DRIVEWAY DAMAGE CLAIM - 2340 BAYSIDE DRIVE October 8, 1975 In reference to the attached letter dated October 2, 1975 from Dr. and Mrs. Robert M. Stansbury, the following points should be clarified. 1. When Dr. Stansbury's complaint regarding damage to his driveway was first received by the City, the City agreed with Dr. Stansbury that it was very likely that a large portion of the damage to the driveway on private property could be due to the construction of the Bayside Drive Storm Drain Project. On this basis the City proceeded to work, out a solution with Dr. Stansbury. Subsequently, a photo taken before actual construction began clearly showed that th-e-iii3or share o the drr— veway- damage was in existence before the project started. Based on this photo the City felt that it could no longer justify the high cost of driveway replacement. 2. The City did replace two driveway approaches to Dr. Stansbury's property and a portion of Dr. Stansbury's driveway that was in the public right of way. The cost of this work was approximately $800.00. The City did feel that the damage done to this portion of the driveway although not entirely related to the construction work, could be justified on the basis that a significant amount of the damage was contract related. It should also be pointed out that the contractor in an effort to appease the Stansburys absorbed the cost of color tinting both the driveways and drive approaches. In summary, we feel that the remaining damage claimed by Dr. Stansbury was not the result of the construction project but the result of the surface tree roots in the area. At the present time there 1s no Council policy which guides the staff in the replacement of private improvements damaged by trees in the public right of way and there are no funds budgeted to cover the cost of this type of work. October 8, 1475 Subject: Driveway Damage Claim - 2340 Bayside Drive Page 2 It is felt that the City should carefully review all requests for repairs of this type because it could lead to a very costly program in some areas of the community if applied on a City wide basis. Joseph T. Devlin Public Works Director JTD:hh Attachments: 1. Two large B b W photographs of Dr. Stansbury's driveway taken before construction started. 2. Two small colored photographs of Dr. Stansbury's driveway showing the tree roots. (Concrete was removed by Dr. Stansbury.) fi I 0 o rc�UNTY OF o IN FRANCE ENVIRONMENTAL MANAGEMENT AGENCY TELEPHONE: 834 -2300 DEVELOPMENT DIVISION AREA CODE TIA H. G. OSBORNE 400 CIVIC CENTER DRIVE WEST MAILING ADDRESS DIRECTOR SANTA ANA, CA. P.O. BOx 1078 SANTA ANA, CA. 92702 C. R. NELSON ASSISTANT DIRECTOR DEVELOPMENT OCT 0 1 7915 FILE GOOP07.20 Mr. Joseph T. Devlin, Director of Public Works City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Dear Sir: Your letter of September 2, 1975, requested participation in the extra work incurred in the contract for construction of the Bayside Drive Storm Drain. Regretfully, your request fox an increase in the not -to- exceed amount of the agreement between the city and district will not be considered favorably be- cause it was our specific intent that any costs over $200,000 would be borne by the City of Newport Beach. Accordingly, if you will present a final invoice in the amount of $200,000, the practical consequence will be district acceptance of $3,000 of the extra work, and apparently the city's grand total expenditure for this project will be $20,000. Very truly yours, C. R. Nelso Assistant Director CRN /JWW:mb Y RECEIVED pOttiliC WORKS OCT 2 1975vi- CITY OF NEWPORT BEACH, '%:/ /�, CALIF. 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF, 92705 PHONE 540.4922 STATE CONTRACTORS LIC # 177769 OCTO3ER 101 1975 MR PAT DUt4NIGAN CITY OF NEWPORT 3EACH 3300 NEINPORT 3LVD NEWPORT 3EACH, CA 92660 CATCi i 3AS I J 45 LF 13 RCP 2000D u :150.00 LF TOTAL DUE P. 0. 4,-/ 0 Z' Lam' 1 INVOICE RE: DRAWMIS D 5078 —L HARGUERITE AVE STORtd LRAIN IMPROVE. 3AYSIDE DRIVE TO COAST HISHWAY $2,500.00 2,250.00 $4,750.00 �\ Ili r a3L'IX ..SoR S SEF-1 4 1 A CRY OF ' C',UF, BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF, 92705 PHONE 540.4922 STATE CONTRACTORS LIC # 177769 OCTO3ER 101 1975 MR PAT DUt4NIGAN CITY OF NEWPORT 3EACH 3300 NEINPORT 3LVD NEWPORT 3EACH, CA 92660 CATCi i 3AS I J 45 LF 13 RCP 2000D u :150.00 LF TOTAL DUE P. 0. 4,-/ 0 Z' Lam' 1 INVOICE RE: DRAWMIS D 5078 —L HARGUERITE AVE STORtd LRAIN IMPROVE. 3AYSIDE DRIVE TO COAST HISHWAY $2,500.00 2,250.00 $4,750.00 �\ Ili r a3L'IX ..SoR S SEF-1 4 1 A CRY OF ' C',UF, C -1447 • 0 xxxxxx 640 -2196 October 10, 1975 Orange County Sanitation Districts P. 0. Box 8127 Fountain Valley, CA 92703 Attention: Mr. Jim Hybenga Subject: Dewatering Permit for Bayside Drive Improvements Carnation to Marguerite (C -1497) Gentlemen: This letter is to inform you that the City has completed the work on the subject project which was under a dewatering permit from your agency. We were able to complete the work under an alternate dewater- ing discharge procedure with only a minor discharge into the County system. If you have any questions please give me a call at 640 -2196. Very truly yours. Steve Bucknam Jr. Project Manager SB:hh IMPORTANT NOTICE - TO THE PERMITTEE: Please make all reports to statue of work under this instrument, direct to the District Engineer, Department of the Army, Los Angeles District. Corps of Engineers, P.O Ho: 2111. Los Angeles, California 90053.. The attention of the applicant is directed to the conditions of the permit, which specify that the District Engineer Mail be notified as to the date of commencement, the dates of suspension of the work, and date of completion. If it is anticipated that the work will not be completed by the date of expiration, application should be made to the District Engineer, well in advance of that date, for extension of time to continue the work, provided that there has been no change in the attendant circumstances. The following forms are attached for your convenience, and it is requested that the appropriate one be rompleted . and returned to this office as work progresses. (Extra copy is for your record.) - - - - - - - - - - - - - - _--------- __ - - -(out on tine) QGto be r s� /a.7. SutUtM- Conpletlat of work under Department of the AnV permit. (Late) 'b: District Engineer, Corps of Engineers, Departeeat of the AM Loa Angeles, California In etmiplisnea With the Conditions of the Petrilt dated to DEC , SOZ4for hs" 5. p.o _13oss)de Drive —^ this Is to notify you that such work was Completed on -2jk„6EPr -- 19 75. C.+, 9No,,,nnr Aoe,01. a+tr-1-!% n /.,.,�,'A q/. t J. A. Coal. R 26906 _ - - - - - - - - - - - - - - - - - - (c%fonllns) Subject: Resumption of wsrk under Department of the Army permit. Tot District trgineer, Corps of Engineers, Departrient of the Army. Log Angeles, Callr#mla In etmpilance with the conditions of the permit Issued __ —� —, 19 »__for -- this to to notify you that work will be resumed on 19 1 � Zlddirss) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -(cut on line) Subjecti Suspension of work tinder Department of the Army perrilt. lb: District Engineer, Corps of tniineers. Department of the Army, Los Angeles, Califnmia In easollance with the cmdltlms of the permit Issued _ ^_ —, to-- for ����,,,,— this Se to notify you that work will be suspended + for —__ days, beginning A "seam : :- -' --- -"• :9' (e If for wore than 1 Utah) Signed- - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - _ -`(nut on Iint) (lbtrj ButUeet: Crnmencea,er.t or worst under Department of the Army, prrml :. Tor District Engineer, Corps of Engineers. Department nt the Army, Los Angles, California In compliance with the conditions of the permtt Segued —__ ... It ___ far --- _�____— _— _ —_ —_ -- this Is to notify you that the authorized work will be co mehcee on LA FL 225 1 nDEC 72 =1�c,. -E- 19_ -- Sl gtedt 0 0 September B, 1975 TO: Parks, Beaches 6 Recreit* Director FROM: Public Works Department SUBJECT: TREE ROOT DAMAGE TO STANSBURY PROPERTY Since your discussions with Dan Webb and Hugh Coffin regarding responsibilities for tree root damage to the residential driveway at 2340 Bayside Drive, we have contacted a concrete contractor to obtain a rough estimate of cost to replace the driveway. The cost to replace it in kind is approximately $1800.00. We subsequently asked the Stansburys to share in any replacement cost on a 50 -50 basis. The proposal to them was contingent on the removal of 4 Carob trees adjacent to the driveway or on the signing of a hold harmless statement if the roots of the Carobs were pruned prior to driveway replacement. The Stansburys have indicated verbally that they would rather have the trees removed. A discussion of tree replace- ment with Dave Fennell was held; it was agreed that perhaps 1 or 2 trees could be replanted of a suitable species. We made the Stansburys.aware of the problem of finding financing for the City's share of the cost. The Stansbury's insurance agent, Farmers Insurance Group -Fire Claims (Bob Walsh, 549 -5371) has tentatively agreed to cover their share of the cost less $100.00 deductible. Since the damage definitely appears to beedue to root damage from City trees and not our contractor's operations we feel that your department should handle any further negotiations with the Stansburys. The doctor's phone number is 646 -3961. Attached is a breakdown of the rough cost of the existing driveway. If you have any questions please contact Steve Bucknam of our office on X 196. Joseph T. Devlin Public Works Director SB:hh Attachments estimate, and a survey regarding this matter 9 /9hs �✓.,�. $AdsiOE ORlVE /aePRdVE/+tENT'S (c -l497� AAF Dalvew ,4Y .PEMCEMENT Z 049 e4 PO WAOC p �2 MExIC,1N P6E4940 fir% - f7so)C�sa) tC7so)C -4o) 09WOW105 /soo SO; cor►cr,ric �` / /Z3 1675 a /MOTE. iK AAAAWI SF - 14004d AW ca/ra/wylo./ xwv" Caewy o,' Wri Yew *. . % • ? IL - ZS 40 Uq, Si dG i. __. x y U • /F L: l\ 9 • Polert M. Jtan96ur�, / / /.vU. 120 EAST 16TH STREET COSTA MESA, CALIFORNIA TELEPHONE 6463965 June ?1, 1975 nPr. Joseoh T. Devlin 33nn q, N21Uoort 91vd. Np,a!port 9each, Ca. 9 ?FF0 ')ear ' —. Devlin, Pn June 1e, 1g75, "r. Steve 9ucknam, project manaoer, a1d "'r. Jerry Johnson, oorject inspector were kind enough to respond to our request for a meeting to inspect and evaluate the damaoe to our driveway and In outer pressure at our home at ?34D 9ayside Drive, ^orana Del r ^ar. We Feel our driveway is a complete loss. 'tie would like the city and construction comnany to re ^lace the dnmaoa to our driveway and yard. 'Ue "iculd like to explain the causes of the damaoe. 1. Trees - The trees that follow the city property line and city easement along Begonia Park. These lovely laroe trees have roots that are raisino the cement drive- way as much as 4 inches and cracking it in many other areas. This Baas noted by ^'r. Pete Kiosich, contractor, an April 1, 1975, when he insoected the driveway. ?. Lark of water to Begonia Park durinq construction. This caused the tree roots to seek moisture in our yard further crackinn the driveway. 3. Construction - The recent construction for flood control across Qayside Drive and oublic automobile damane. We are -2- directly is the path of construction. The public would remove the street barricade and drive throunh our yard to cross the nark to reach Carnation. The traffic was daily and worse on weekends. The contributed to the breakup of our driveway. 4. The damane by vibration- the vibration from heavy equipment, Psoecially the breakup hall and shovels. F. nam.a ^e due to soil collapse .- apparently there is an old rollansPd city water main runnino under our driveway �Oi; ch contributes to cracking of the driveway by soil. settlinn. Respectfully, Dr. and Mrs. Robert M. Stansbury 234(? Rayside Drive Corona Del Mar, Ca. 92625 i CITE' OF NEWPORT BEACH CALIFORNIA 92660 July 25, 1975 City Ball 3300 Newport Blvd. (714)(04 -4 ¢Q 640 -2196 Robert M. Stansbury, M.D. 120 East 18th Street Costa Mesa, CA 92626 Subject: Sayside Drive Improvements - Driveway Damage Claim (C -1497) Dear Dr. Stansbury: This letter is in response to your letter of June 21, 1975 to Mr. Devlin which outlined the damage you felt was done on your property as a result of our contractor's (Bebek Co.) operations. Following are the City's responses to each cause which you felt contributed to the damage: A. Tree Root Damage - The City can prune the roots if the root structure is such that the stability of the tree is not affected. Otherwise the trees must be removed. B. Lack of Water to Roots - The relatively short period of time that the park was not watered could not cause the type of damage you are claiming. The City has pictures of your drive- way taken prior to the start of work which show numerous cracks and raised areas on your driveway. C. Public Using Driveway - The contractor is responsible for riaintaining adequate barricade control and if additional damage was done by public use of your driveway we will ask the contractor to share a portion of replacement costs. D. Vibration - Damage from vibration is also the responsibility of the contractor. If damage was done as a result of his work we can ask him to share a portion of those costs. E. Old !Dater Main Under Driveway - The City has no knowledge of such a conduit under your driveway. To summarize, the City feels that since a major portion of the damage to your driveway was done prior to the start of work that you should share a portion of any replacement costs. We propose the following cost shares: I' August 11, 1975 Robert M. Stansbury, N.D. 120 East 18th Street Costa Mesa, California 92626 CITY OF NEWPORT BEACH CALIFORNIA 91660 City hall 3300 Newport $Md. (714) *73',21U 640 -2281 Subject: Bayside Drive Improvements -- Driveway Damage Claim (C -1497) Dear Dr. Stansbury: A further review of your request for the replacement of the driveway at your 2340 Bayside Drive home in Corona del Mar has indicated that the cracking and heaving of the concrete slabs is related to tree root growth. There does not appear to be any damage related directly to the construction contract. In Mr. Bucknam's letter of July 25, 1975, a cost sharing proposal involving our contractor was presented. The contractor has agreed to replace the drive approaches in the public right of way. He is in the process of doing this. We feel that un- less more substantial proof turns up to support the premise that his construction operations caused additional cracking and damage, he has fulfilled his obligation. It, appears that three carob trees planted in public right of way may be contribut- ing to the driveway problem. We have reviewed this situation with the director of our Parks, Beaches and Recreation Department and are trying to work out a permanent solution to this problem that will be acceptable to both you and the City. These considerations include replacement of all or part of the driveway and /or removal of one or all of the trees. T n the meantime, we have instructed our contractor to proceed with his work as ex- peditiously as possible. The cost sharing proposal mentioned in Mr. Bucknam's letter for the replacement of your driveway must be revised. The City will probably accept some portion of re- sponsibility for the replacement of the driveway because of the involvement of the trees in the public right of way. However, as indicated above, we feel the damage is not related to the construction project. Since three departments may be involved in this decision, it will take a few days to work out a solution. We will Contact you next week to further discuss this matter. Very truly yours, Don Webb Civil Engineer cc: Parks, Beaches & Recreation Director Bebek Company Dvl : j d F • • 120 EAST 18TH STREET / COSTA MESA, CALIFORNIA fr:r. Donald PC Innis City Hall 3C0D Newport Blvd. Newport Beach, Calif., 92660 Dear f?ayor Mc Innis- TELEPHONE 646 -3961 October 2, 1575 ROXIVED n Mayor City of Newport teach i 2360 Cayside Drive, Corona nel CIar Calim," C -1!'' May we ask you to review the copies of the three letters enclosed. They are the correspondence between, the City of fiewport Beach and us. These three letters plus many phone calls led us to believe the City of Newport Beach had accepted their obvious responsibility, and a plan could be worked out to replace our driveway. On Aucust 8, 1975 a phone call from Mr. Bucknan informed us City had a meeting and these were the alternatives; 1. City would remove the trees whose roots were Redo the driveway as it is now, with tinted and replant the area. -or- 2. Trim trees of invading roots, have us sio_n a and then replace driveway as it is now. The city would do all labor, but their proposal on the cost of 50 -50. invading our property. cement and aggregate, hold harmless to city cement was a share They estimated the cost at ;1800.,but it could cost less after three job bids are obtained. I explained to Mr. 3ucknam that we felt city should pay the total cost of nur driveway, since it was a loss through the city owned trees, but if our Hare Owners Insurance policy would cover any part of the damage we would pay the deductible. Telephone calls were made. Our Insurance Agent with State Farm insurance, Bud Bearbower, thought we had coverace and the Adjuster, Mr. Robert Ualsh was to inspect the driveway and contact Mr. Bucknam regarding costs. -2- I called Mr. Bucknam and he immediately called Mr. Plalsh. An agreement for a draft of 50% of the cost of the cement was settled on, Mr. Bucknam said they would start work as soon as this was agreed. I expected any day to have them start work, but I heard nothing more from Mr. Bucknam and on September 9, 1975 I telephoned Mr. Bucknam who informed me the entire project was sent to Mr. Cal Stewart, City Park and Recreation Depart,ient. I waited and receiving no information from Mr. Stewarts office, I telephoned. Mr. Stewart was on vacation. on September 23, 1975 Mr. Stewart returned my call and informed me Parks and Recreation was ready anytime to remove the trees and or trim the tree roots and do the replanting but he could do nothing regarding the driveway. To summarize, we honestly feel construction was a very important factor in the complete cracking and breakup of our driveway. The City took pictures of the root damage at the start of construction April 3, 1975 and the difference between then and now is startling. '.!le refer you to our original letter under cause zLI3. Lie would like all of the driveway damaged by roots of the city trees to be redone as it was, with matching tinted cement and pebble aggregate inserts. We would like the City to replace our sprinkler system and replant the area that was destroyed through city construction for flood control. We understand that the City Council meets October 14, 1975. We hope that the contents of this letter can be decided upon with a definite answer. We do not wish to bring attorneys into this matter but we do wish to get a response by October 24, 1975. Very Truly Yours, Dr. and Mrs. Robert M. Stansbury Fiome phone # 675 -7540 Office phone " 646 -3961 cc /Councilman Mrs. Kuehn -E 5749 V 1 2 V 2 � � � ��1 1' DRAFT it Is TO: MAYOR McINNIS FROM: Public Works Department SUBJECT: DRIVEWAY DAMAGE CLAIM - 2340 BAYSIDE DRIVE Mayor McInnis: In reference to the attached letter dated October 2, 1975 . from Dr. and Mrs. Robert M. Stansbury, most of the information presented is accurate, however, the following points pertinent to the matter need clarification: 1. During our discussions regarding the damages claimed by the Stansburys it was pointed out that funds for the City's share of the driveway replacement would have to be approved by management. 2. After our letter to the Stansburys of July 25, 1975 it was determined that the contractor did not contribute to the damage. The damage was to be due to tree root growth 3. Replacement of private sprinkler systems in public right- of -way is the responsibility of the adjoining property owner. The Stansburys were notified of this at the start of the Bayside Drive Improvement Project. 4. Prior to the onset of the project the Stansburys believed that the area in which the large trees with the root problems were growing was their property. They had been watering and providing for the care of the trees themselves. 5. The City Attorney's office was consulted regarding liability of the City in this matter; they indicated that the City would probably be held artially liable if the case ever went to court. Page 2 to In summary, the damage is r.due to tree roots. Attached are photographs which clearly show the damage; they were taken prior to the start of construction in the area. Joseph T. Devlin Public Works Director SM Att. C -497 0 xxxxxx 640 -2196 September 29. 1975 Environmental Management Agency 400 Civic Center Drive nest Santa Ana, California 92702 Attention: Mr. Howard Dawson Subject: Bayside Drive Stone Drain Improvements (ODOP07) (C -1497) Gentlemen: This letter is in response to your request at our meeting on September 26. 1975 for backup data and a certification of hours worked under C.C.O. #1 for the subject project. Attached are copies of all the Daily Extra Work Reports which back up the Extra Work Evaluation Sheet. All the extra work listed on the C.C.O. has been verified by the City's inspector in regard to the number of hours worked and the equipment used. Should you have any questions concerning this matter please feel free to call me at 640 -2196. Very truly yours. A�9 Steve Bucknam Jr. project Manager SB:hh Att. a CITY OF NEWPORT BEACH REQUESTS FOR FUNDS TO: Finance Director FROM: Public Works Department SUBJECT: REQUEST FOR FUNDS Request for additional funds, $ 1900.40 Funds are not available in the current budget. r 1. Date Sept. 3, 1975 Additional appropriation to Account # 02 -3497 -008 is requested. Additional funds are needed for: Extra work required under Contract No. 1497. The County of Orange under Cooperative Agreement with the City (No. 814) allocated $200,000.00 for storm drain reconstruction, $198,000.60 was encumbered on contract award leaving $1900.40 unencumbered in the 1974 -75 budget. Request for transfer of funds, $ Transfer from Account # to # Funds are available in the current budget. Transfer of funds is needed for: ep rtment Head Approved: J City Manager Finance Director w 9� c -14-q7 xxxxx 640 -2281 September 2, 1975 H. G. Osborne, Director Environmental Management Agency 400 Civic Center Drive West Santa Ana, California 92711 Subject: Bayside Drive Storm Drain-- GOOP07 (C -1497) Dear Sir. This letter is in reference to claims for extra w ^r`� on the subject storm drain project recently completed by John Beuek Company of Irvine, California. The City administered the contract for the Flood Control District under County -City Agreement Ho. 814 dated October 2, 1973, and as amended on May 28, 1474. The agreement has a funding limitation of $200,000. The unit prices for eligible storm drain construction are approximately $197,000. To date the contractor has claimed in excess of $23,000 for extra work due to unforeseen obstructions. A Flood Control Inspector was present during the work, and we have had a preliminary discussion of this matter with Mr. Howard Dawson of your office. We request Flood Control participation in the extra costs and suggest the following procedure to meet this end: 1. Hold a preliminary discussion of the eligibility and correctness of the extra work claims with your staff. 2. If the District will participate in some or all costs, sleet again to set up proper change order format. 3. Enter into an amended agreement to cover costs for the extra work. Please feel free to contact our Project Manager, Mr. Steve Bucknam, or me concerning this request at 640 -2281. Very truly yours, Joseph T. Devlin Public Works Director SB:, jd _ CITY OF NEWPORT BEACH P& BEACHES & RECREATION DEPART *T - August 22, 1975 REC— E` IV[ '<D� PUBLIC WORKS AUG 2 5 1975=+ CITY Of NEViPORi BEACH, f TO: JOE DEVLIN, PUBLIC WORKS DIRECTOR CALIF FROM: PB & R Director�1� SUBJECT: CONTRACTOR'S RESPONSIBILITIES IN BAYSIDE DRIVE Joe, I just came back from a one and half hour walk -thru of the Bayside Drive project with Paul Hummel and three other representatives from the Corona del Mar Homeowners Association. They expressed many concerns relative to the project that is being completed in Corona del Mar and of the damage that has resulted from the street work in Bayside Drive. The items of concern are as follows: (1) There are many broken limbs on shrubs and trees throughout the area that was planted northerly of the developed street right of way, and it was felt that the contractor would have some responsibility in removing the broken material as well as making proper cuts on the trees and shrubs. I'm not so sure that I would expect the contractor to make clean cuts on the trees and shrubs, but he certainly should remove the debris. ✓ (2) The sidewalk on the easterly side of Jasmine Avenue at Bayside Drive has been badly broken and damaged as a result of the construction work. (3) Many places along the southerly side of Bayside Drive, the ice plant has been damaged, destroyed or even removed, and this should be re- placed by the contractor. I think the greatest damage occurred near the intersection of Fernleaf and Bayside Drive.✓ v4,i4ees (4) As you drive the length of Bayside Drive, you find that dirt and dust has been kicked up on all of the shrubs and ground cover on the slopes and as a final project the contractor should either hose these off or wash them off with a tank truck. Also the shrub material on the northerly side of Bayside Drive should also be washed off and cleaned.✓ (5) There are several piles of debris and trash, broken concrete, etc. that are lying around in the project area, and I would suspect that the contractor would be responsible for the removal of all this material. ✓ Those are the main things that were of immediate concern, Joe, but there was also a question as to the water mains now that a new line is installed in Bayside Drive. Will there be laterals coming off of that line to feed portions of Corona del Mar and, if so, what routes will they take and, if so, what is the timing on any additional water line work in the Bayside Drive area? After you've had it with you; but be pretty trying, CCS:h 9 -2- 0 an opportunity to read this memo, I'll be happy to discuss as you know, an hour and a half meeting with Paul Hummel can to say the least. Cal I 9 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO: FROM:_ r SUBJECT: Al Date c�` — . .-- -, I --- Copies To: PUT IT IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS 0 6Adf�DE OR/VE /MPRoyemewTS (c-/4q7) 4A? Dk�V6w.ly .tErc.lfE,N6NT �t COLIeCO 4VAK �t MExif.IN PFQtJLE lasi.• C�so�C�sa)tC7so)�.40) //zs 167,5 Asro..+oOs /"40 s -- cor►tvrfc ALVE: a xe"l or ssAv /.� !er G /CN /I7ri/ Tier» fdrvt'y a/ drirtw4v . r� U �AYS /DE 4R /f/E /MP.E�t/EMENTS �C- !¢°%%� .a6/o�rf✓ /asseir"e /.S� Trz (' 750 �t= Pebbles 75VYfe P14)" cD/ored ) fiffcir�u �� /1 - .� /a�Yr Gr y C'o,�cre to 00 W/rler",*4 e/2 .tiles. P 6 6 /e Cs lo mewl' Gst= (�so) Ctso) ��zw)CC9d) f �y _ $isoo -6 • �{ /�rrs�o 'C " — 0,40rege .POC�34IT /SOO Cos t � (f8�d) Cl.oa) •�I • Send parts 1 and 3 intact; part 3 will be returned with reply. COMPLAINT FORM Referred to: u From: .jt a Date: 8 Time: S;13 Type of Complaint: Water ❑ Street ❑ Sewer [] Alley ❑ Drainage ❑ Harbor ❑ Traffic [J Street Light ❑ Other [] Complaint Involves: Contractor 0 name City Forces 0 name Other name Source of C m laint: Name q Address / Phone (o 7 � Origin of C m int: Phone Letter ❑ Counter ❑ Manager ❑ Council ❑ Other ❑ atur of Complaint Requested Action ; W , •) Photo Required ❑ ction Taken: /� 4Q. /J i V U + C) +� signed Send parts 1 and 3 intact; part 3 will be returned with reply. August 11. 1915 Robert M. Stansbury, M.D. 120 East lath Street Costa Mesa, California 92626 Subject: Bayside Drive Improvements -- Driveway Damage Claim (C -1697) Dear Dr. Stansbury: A further review of your request for the replacement of the driveway at your 2340 uayside Drive home in Corona del Mar has indicated that the cracking and heaving of the concrete slabs 1s related to tree root growth. There does not appear to be any damage related directly to the construction contract. In Mr. ducknam's letter of July 25, 1975, a cost sharing proposal involving our contractor was presented. The contractor has agreed to replace the drive approaches In the public right of way. He 1s in the process of doing this. 'ae feel that un- less more substantial proof turns up to support the promise that his construction operations caused additional cracking and damage, he has fulfilled his obligation. It appears that three carob trees planted in public right of way may be contribut- ing to the driveway problem. We have reviewed this situation with the director of our Parks, Beaches and Recreation Department and are trying to work out a permanent solution to this problem that will be acceptable to both you and the City. These considerations include replacement of all or part of the driveway and/or removal of one or all of the trees. In the meantime, we have instructed our contractor to proceed with his work as ex- peditiously as possible. The cost sharing proposal mentioned in Mr. Bucknam's letter for the replacement of your driveway west be revised. The City will probably accept some portion of re- sponsibility for the replacement of the driveway because of the involvement of the trees to the public right of way. However, as Indicated above, we feel the damage is not related to the construction project. Since throe departments may be involved in this decision, it will take a few days to work out a solution. We will contact you next week to further discuss this matter. Very truly yours, Cio Dan Nebb Civil Engineer cc: Parks. Beaches a Recreation Director L1i k CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO: Date FROM: SUBJECT: ,e ------- - '? ---J 17-- 0,f- /,I L 7.2 4-,t— ellf Copies To: PUT IT IN WRITING signed . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS I C -/497 xxxxxxx 640 -2196 July 31, 1975 Babak Company 16706 Construction Nay East Irvine, California 92664 Attention: Mr. John 8ebek Subject: Sayside Drive Storm Drain Improvements (C -1497) Gentlemen: This letter 1s to bring you up to date regarding the status of our review of extra work claims on the subject storm drain work. During our review of the daily extra work reports and back up data, many specific questions have come to mind which are too numerous to list in a letter. We feel that the interests of both parties would be best served by having a meeting with Pate Kissich, you. Jerry Johnson, Pat Dunigan and me; to sit down and review each claim together. Jerry and I will be on vacation until August 18, 1975. Let's set up a tentative meeting for August 19, 1975 at 3:00 p.m. here at City Hall. If you have any questions or wish to arrange a different meeting date please give Pat Dunigan a call at 640 -2121. very truly yours. Steve B -cknam Project Manager SS:hh TO: FROM: SUBJECT: CITY -NEWPORT BEACH - PUBLIC WORKS DEEPRTMENT MEMO Pete Kissich Date Bebek Co. Steve Bucknam, City of Newport Beach Drive Improvements (C -1497) c -14cf�7 July 30, 1976 : As we discussed on the site this morning, you are authorized to perform extra work on tiap- and materials to extend the 8'' YCP sewer in County Road. The work will involve breaking into the existing sewer pump station and setting an extra Joint of YCP saver pipe to terminate Inside the structure. If you have any questions please give me a call. (640 -2196) Copies to: C -1497 N`5. Signed SteVo RUCknaM Project Manager PUT IT IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS RNM 640 -2196 July 25, 1975 Robert M. Stansbury, M.D. 120 East 18th Street Costa Mesa, CA 92626 Subject: Bayside Drive Improvements - Driveway Damage Claim (C -1497) Dear Dr. Stansbury: This letter is in response to your letter of June 21, 1975 to Mr. Devlin which outlined the damage you felt was done on your property as a result of our contractor's (Bebek Co.) operations. Following are the City's responses to each cause which you felt contributed to the damage: A. Tree Root Dame - The City can prune the roots if the root structure s such that the stability of the tree 1s not affected. Otherwise the trees must be removed. B. Lack of Water to Roots - The relatively short period of time t the par was not watered could not cause the type of damage you are claiming. The City has pictures of your drive- way taken prior to the start of work which show numerous cracks and raised areas on your driveway. C. Public UsinaDrivewa - The contractor is responsible for maintaining taining a irate arricade control and if additional damage was done by public use of your driveway we will ask the contractor to share a portion of replacement costs. D. Vibration - Damage from vibration is also the responsibility of the 'contractor. If damage was done as a result of his work we can ask him to share a portion of those costs. E. Old Water Main Under Drivew - The City has no knowledge of such conduit under your driveway. To summarize, the City feels that since a major portion of the damage to your driveway was done prior to the start of work that you should share a portion of any replacement costs. We propose the following cost shares: Robert M. Stansbury. M.D. Page IWO July 25, 1975 Property N 50% City 25% Contractor 25% We would like to meet with you at your home as soon as possible to discuss our proposal with you and the contractor. The contractor plans to finish work with% the next month, a resolution of this claim would be beneficial to all parti&s prior to the contractor leaving the area. If you have any questions regardin#"is matter, or to set up a meeting, please feel free to call me at 640 -2196. very tr?ly yours. C. tep jhen Bucknam Jr. Project Manager CSB:hh cc: Bebek Co. Dave Fennell. Parks. Beaches & Recreation Department CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: John Bebek $% PFRaON ': X 1 FIRM: Bebek Co. TEL. 540 74922 TELCON [—I yam;_ NO.. INIT. DATE P.W. DIRECTOR f] b. Completion of ASST.P.W. DIR. August 7, 1975 c. Completion UTeRALfiY SUPT. _ August 20, 1975 TFFIC ENGR. e ASST. CITY ENGR. SJBD 1'ti`. ENGR. DESIGN ENGR. CO —OP. PROD. ENGR. FIELD ENGR. SECRETARY To. . Steve Bucknam FaRMe City of Newport Beach TEL, 640 -2196 SUBJECT: Schedule for completion of improvements to FELE: C -1497 County Road adjacent to Paige residence. DATE: 7/24/75 OUTLINE OF INFORMATION RECEIVED I X I GIVEN 11 At 9:30 a.m. I spoke with John Bebek, owner and Pete Kissich, Superintendent for Bebek Co. They indicated that a realistic schedule for completion of the subject work would be as follows: a. Completion of survey for sewer and curb work July 30, 1975 b. Completion of sewer construction August 7, 1975 c. Completion of road improvements August 20, 1975 Mr. Bebek indicated that they will try to concentrate their work efforts at the County Road location to complete the work on or before the dates shown. ACTION REQUIRED Steve Bucknam Project Manager PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "C° IN NO, DATE OUE CITY OF NEh4PORT BEACH PUBLIC WORKS DEPARTMENT UTILITIES DIVSION EMERGENCY CALL LIST .I DIVISION WHEN NOTIFY HOW ELECTRICAL 4 iiDN, thru FRI 7:30 am = 4:00 pm Utilities office 673 -2110, ext. 267 Weekends & Holidays, ALL HOURS 1. Glen Standage 548 -6759 7 2, John Standage 548 - 4746 1 Ralph Van Houten 548 -8813 l !ATER & SEWER [ION thru FRI 7:30 am - 4:00 pm j I Utilities office^ � 673 -2110, ext. 267 MOM thru FRI 4:00 pm - 7:30 am > 1. Jim Frost 548 -2785 i 2. Gil GoTez 979 -0285 1 i j 3. Darrell Phillipy 556 -0950 11 \ 4. Larry Nelson 548 -3829 f 5: Henry - Tegel 548=6735 Weekends & Holidays, ALL HOURS Duty Man Assigned* Residence telephone Police Department Watch Commander notified by weekly memo. ANY EDISON COMPANY KIER FAILURE May affect Water and Serer Pumping Facilities; Notify Water and Serer Division. lrry calls regarding public building (Public restrooms, libraries, fire stations, etc.) :ontact BUILDING MAINTENANCE in Mobile Unit 0002 or =1003 or `telephone JIM BROWN at 962 - 1506, or LARRY ACKLIN at 958 -7989. I 13173 i i CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd, Area God, 714 kVxRklxlx 640 -2196 Date: Subject: Water Main Shutdown - Bayside Drive Water Main Replacement This letter is a notification that within the next 24 hour period water service to your residence must be temporarily shut off to allow connection for a new water main to serve your area. The period of shutdown should not exceed 2 hours. We ask your cooperation during this necessary operation. If any problems arise please feel free to contact me at 640 -2196. Very truly yours, C. St en Bucknam Jr. Project Manager CSB:hh 9 a BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA. CALIF. 92705 PHONE 540-4922 STATE CONTRACTORS LIC N 177769 MR STEVE BUCKNAM CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92660 RE: YOUR LETTER OF 6/23/75 AN EXPLANATION OF ADDITIONAL BILLING OF $769.00 IS AS FOLLOWS: BARRICADES: OUR COST TO RENT BARRICADES FOR 2 MONTHS WAS $1629.34. OUR EXTRA WORK BILLED TOTALED 88.5 HRS OR 12 DAYS RENTAL — $335.40 UNITED SANITATION: OUR COST — 75.00 FOR 2 MONTHS OR $1.25 PER DAY FOR 12 DAYS — 15.00 FUEL CONSUMPTION TOTALED 2072.4 GALS DIESEL AT .351 AND 473.3 GALS GAS AT .526 FOR 204 HRS EQUALS $4.73 PER HR. WE BILLED 88.5 HRS X $4.73 — 418.60 TOTAL DUE iVYti i, ti {ih�S ., rm of ;EEWYCdT BEACH. $769.00 0 CITY OF NEWPORT BEACH - PUBLIC 'WORKS DEPARTMENT MEMO TO:_ , T FROM: ?A , SUBJECT: 2 A Y i CLi C Y Qc. n1 P SZ !u. -0 tG. Copies To: Date PUT IT IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS • C -1497 Plied V. StaJ"V, V.2. 120 EAST ISTH STREET COSTA MESA, CALIFORNIA TELEPHONE 646 -3981 d ^ F p11 81fcf/rf0 Jli13� ►akfs 8 June 21, 1975 � NFW C/T OF�9jS_ 7'8f4 Mr. Joseph T. Devlin �At /F H, 33nn W. Newoort Blvd. _ Newport Reach, ca. 9266n Dear Mr. Devlin, On June 1n, 1975, Mr. Steve 9ucknom, project manager, and Mr. Jerry Johnson, project inspector, were kind enough to respond to our request for a meeting to inspect and evaluate the damaoe to our driveway and low water pressure at our home at 234n 9ayside Drive, Corona Del Mar. We feel our driveway is a complete loss. We would like the city and construction company to replace the damage to our driveway and yard. We would like to explain the causes of the damaoe. 1. Trees - The trees that follow the city property line and city easement along 9eoonia Park. These lovely larne trees have roots that are raisino the cement drive- way as much as 4 inches and cracking it in many other areas. This was noted by Mr. Pete Kiosich, contractor, on April 1, 1975, shen he inspected the driveway. 2. Lack of water to 9eoonia Park durino construction. This caused the tree roots to seek moisture in our yard further crackino the driveway. 3. Construction - The receht construction for flood control across 9ayside Drive and public automobile damage. We are 1�n -2- • directly in the path of construction. The public would remove the street barricade and drive through our yard to cross the park to reach Carnation. The traffic was daily and worse on weekends. This contributed to the breakup of our driveway. 4. The damage by vibration - the vibration from heavy equipment, especially the breakup ball and shovels. 5. Demane due to soil collapse - apparently there is an old collapsed city water main running under our driveway which contributes to cracking of the driveway by soil settlino. Respectfully, Dr. and Mrs. Robert M. Stansbury 2340 Sayside Drive Corona Del Mar, Ca. 92625 Kil FROM: SUBJECT CITY OF NEWPORT BEACH - PUBLIC ;WORKS DEPARTMENT MEMO Date Copies To: Sl gne PUT IT IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS C] CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard TO: Bebek Company 16707 Construction May East Santa Ana, CA 92705 ATTENTION: Mr. John Bebek SUBJECT: Bayside Drive Improvements (C -1497) We are transmitting the following: k • Date July 2 1975 Description 5 Connection modification at Ste 10+00.89 for IS" transmission main to 10" cast iron at Intersection of Bayside Drive and Marguerite Avenue. Remarks: John. This drawing supersedes Drawing M- 5104 -5. Sht. 5 for work at the intersection and in Marguerite Avenue from Bayside Drive to Coast Highway. If you have any questions please give me a call at 640 -2196. By: �'Al Steve Bucknarm Project Manager SB:hh Att. • ! tJ f mg x �W $d r ►� Exsxcc� Gt.. _- i �< V _ ttm WITH 9TA►NLESS STEEL 0Ol-TS� ^T1 I ` 'B-MML lo- Tans 10" EXIST- M VAVVE wtTH lZmucEii A.C.P RT x RT x RT A•C.P lo" C.1. Err FL4. x FLGj. Flrax CONNECTION MODIFICATION Ia "_ TRAUSNIt%t0M MAIN To VOa CAST 1RC5N CITY OF NEWPORT BEACH DRAW Se• DATE 74117S PUBLIC WORKS DEPARTMENT APPRO 5AYSIDE DRIVE AT PUBLIC WORKS DIRE q� MARGUERITE AVENUE (C-14`31) R.E.MROEM� . DRAWING N0. SIMPSON - STEPPAT CONSULTING CIVIL ENGINEERS To: City of Newport Beach 3300 Newport Blvd. Newport Beach, CA. 92660 Cattn] Steve Bucknam Subject: Bayside Drive Improvements Remarks: Transmitted herewith: NEWPORT CENTER 359 San Miguel Orive, Suite 200 Newport Beach, Californ,a 92660 (714) 644 -0563 S -S #6224 TRANSMITTAL Date July 1, 1975 Mylar of connection modification for Bayside Drive at Marguerite Avenue. Sent via Messenger Jot Very truly yours, SIMPSON - STEPPAT Fr" z C. Steppat � O _• X F W w tr d r \� Ex19T:10" G.1. 4 0� + Q 0 IN L — SSMtT9-15L AIR t4°S► WITH 9TAIfyLE95 . STEEL: BOL'�S _E — —�i I& STEEL �� too TEE 10" GRIST• VA�YE wiTH REDUCER �.0 P. RT x 2T x RT A.G.p 10" C.1. STEEL FLCG " FAG. FLCa x R-T COIANECTION MODIFICATION IS" . Tl ANSMl%t0N MAIN TO 10" CAST IRON CITY OF NEWPORT BEACH DRAW" DATE PUBLIC WORKS DEPARTMENT APPROVED 5AYSI7L)E DRIVE AT PUBLIC WORKS DIRECTOR MARQUER1TE ANF -MUE• (C• 1492) R.E. NO. DRAWING NO. \N- 51vZ - t• CITY ONEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO:_�:' �3� ��� p. Date JZA-, Z /97sJ - �-/ / : e A. /.Y• SUBJECT :�A /s /of �.cJ .O�'c�,e�- �/v /.cam u.� /ry Ttic�" r✓✓�- Di��.oS�.oGrs% o F Sc tT /o.J J^ � d� %HLr j�TGf ✓��C /.-� �OC"G /F /G.'�i�C /li i� �Ui /` /G'C_�- _TU c- 64' G77- /7 fGo Zd tcr) 7-6n 27 -rs'zD 7_+' >G: /.9Ai /✓ C<J�.`.,:.�' C�c ?/� /I7A% R �Fr/Z T o/L C3,'- / Copies To: �. Signe PUT IT IN 'WRITING . . . . . . 'WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS f BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA, PHONE 540 -4922 /\ STATE CONTRACTORS LIC N 1 JUNE 277 1975 MR STEVE BUCKNAM CITY OF NEWPORT BEACH 3300 NEWPORT AVE NEWPORT BEACH, CALIFORNIA DEAR MR BUCKNAM 7 Rferwo � PUBLIC we, Is ,1IJN3 0 19756. Cffy OF THIS LETTER IS IN ANSWER TO YOUR MEMO OF JUNE 287 19751 11:00 A.M. REGARDING POTHOLING THE EXISTING UTILITIES. POTHOLING WILL BE ACCORDING TO THE LAST PARAGRAPH OF SECTION 5 -1 OF THE "STANDARD SPECIFICATIONS ". THE EXTRA POTHOLING ALSO INDICATES THAT YOUR PLANS ARE IN ERROR. ALL POTHOLING THAT WAS TO BE DONE WAS SHOWN ON THE ORIGINAL PLANS AND WE COMPLIED. ANY EXTRA POTHOLING NOT SHOWN ON THE PLANS WILL BE CONSIDERED EXTRA WORK AND WILL BE BILLED ACCORDINGLY. IF YOU HAVE ANY FURTHER QUESTIONS REGARDING THIS MATTER PLEASE DON'T HESITATE TO CONTACT US. VERY TRULY YOURS, J )OHN BEBEK BEBEK CO JB /MG CC: MORRIS E POLICH C- i 4qI CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard Date June 23, 1975 TO: Bebek Company 16706 Construction Way East Santa Ana, California 92705 ATTENTION: Mr. John Bebek SUBJECT: Bayside Drive Storm Drain Improvements (C -1497) We are transmitting the following: No. Copies Description 1 Orig. and Print Sewer Pump Sta. Steel Shop Drawings 1 Orig. and Sewer Pump Sta. Misc. Steel Detail Shop Drawings Remarks: John: The drawings are approved as we discussed on the phone this morning. If you have any questions, please givet�me a call. By: A. teve uc nam Project Engineer SB:jd Att. Bebek Company \. 16706 Construction Way East s? Irvine, California 92705 Attention: Mr. John Bebek t.. Subject: Bayside Drive Storm Drain Improvements (C -1497) Gentlemen: This letter is to acknowledge regeipt of backup data for your Extra Work Claims on the subject contract received on June 20, 1975. Please supply us with extra work costs commencing on June 4, 1975 thru June 11, 1975 as the Daily Work Reports are not completed. Also provide us with an explanation of your claim for barricades, etc. for $769. If you have any questions regarding our request, please call me at 640 -2196. Very truly yours, Steve Bucknam Project Manager SB:jd 1. j 6 Y. BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR � k 1 16706 CONSTRUCTION WAY EAST SANTA ANA. CALIF. 92705 rt�rF PHONE 540 -4922 b RECElVEU STATE CONTRACTORS LIC N 177769 P�g «� W�OOKS JUIVP- 3 1975 o I OF JUNE 169 1975 2 NFW,GNBV t MR STEVE BUCKNAM CITY OF NEWPORT BEACH 3300 NEWPORT AVENUE NEWPORT BEACH, CALIFORNIA RE: BAYSIDE DR STREET STORM DRAIN WATER IMPROVEMENTS CONTRACT 01497 DEAR MR BUCKNAM BY THIS LETTER WE ARE REQUESTING AN EXTENSION OF TIME ON THE SUBJECT PROJECT, THIS EXTENSION IS REQUESTED DUE TO THE FACT THAT WE EXPERIENCED SEVERAL WEEKS OF RAIN AND WERE NOT ABLE TO START THE PROJECT AS PLANNED. WE HAVE ALSO BEEN HELD BACK DUE TO THE EXISTANCE OF MANY UNKNOWN UTILITIES, THEREBY CREATING CONSIDERABLE HAND WORK. YOUR COOPERATION IN THIS MATTER WILL BE APPRECIATED. VERY TRULY YOURS, �JI HN BEBEK \. B BEK CO JB /MG C -/497 CITY OF NEWPORT BRACH MEMORANDUM: From Dave Fennell, PB & R STEVE _BUCKNUM, PUBLIC.,WORKS ..DEPT. .... ._. --- _June .16- _- .. -__- __.. I915 _ RE: Estimated costs for replacement of plant material removed as a result of storm - drain construction (Contract No. 1497): 6 - 15 gal. Myoporum Latum 'carsoni.. . . . . . . $ 120.00 10 - 5 gal. Pittosporum Tobira. . . . . . . . . . 40.00 6 - 5 gal. Moraea Iridioides. . . . . . . . . . . 25.00 4 - Flats Hedera Canariensis. . . . . . . . . . . 18.00 3 - Flats Lonicera Japonica . . . . . . . . . . . 15.00 TOTAL..... $ 218.00 Reply wanted p Reply not necessary p Neao- SIMPSON - STEPPAT CONSULTING CIVIL ENGINEERS To: City of Newport Beach 3300 Newport Blvd. Newport Beach, Ca. 92660 Cattn] Steve Bucknam Subject: Bayside Drive Improvements (C -1497) Remarks: We are returning herewith: NEWPORT CENTER 359 San Miguel Drive. Suite 200 Newport Beach, California 92660 [714] 644 -0563 S -S #6224 TRANSMITTAL Date June 12, 1975 i 1 print of approved Steel Detail Shop Drawings for Sewer Pump Station Hardware. Sent via Mail Very truly yours, SIMPSON - STEPPAT 1—' c. Fritz C. Stepp 0 0 TO: FILE (C -1497) FROM: Project Manager SUBJECT: BAYSIDE DRIVE STORM DRAIN EXTRAS On June 11, 1975 a meeting was held at 10:00 a.m. in the City Council Conference Room to discuss the subject matter. Those in attendance were: Name Representing John Bebek Bebek Company Pete Kissich " " Patrick Hatcher Morris and Polich Attorneys at Law Howard Dawson Orange County Flood Control District Pat Dunigan CNB - Field Engineer Jerry Johnson CNB - Construction Inspector Ben Nolan CNB - City Engineer Steve Bucknam CNB - Project Manager Hugh Coffin CNB - Asst. City Attorney Significant items discussed at the meeting were the following: 1. Pat Hatcher insisted that the City comment specifically on whether or not we considered the items claimed by Bebek to be extra work to be actual extra work. The following work items were discussed and comments made as to their eligibility re: extra work: A. Unforseen discovery of structural concrete. Comment: Eligible as an extra. B. RCP encountered in lieu of CMP. Comment: Eligible but subject to adjustments. C. 18" Water Main Comment: Eligible partially in some areas. D. 10" San. District Sewer. Comment: Eligible E. Edison and Sewer Line in Park: Comment: No comment until a review is made on claim. F. 8" Gas Main Comment: Eligible Subject: Bayside A Storm Drain Extras • Page 2 G. Trash in Trench Area. Comment: May be partially eligible subject to further review. H. Survey Error, Comment: Substantially eligible, disagreement on one item. 2. Public Works staff emphasized that the City intends to be fair and reasonable in consideration of the extra claims but that in no way were we afraid of litigation on the matter. 3. John Bebek stated that he was willing to go halfway with us and that he only wanted to cover actual costs on the extra work, not make a profit. 4. A request was made to Bebek for invoices on equipment and materials used in the extra work. Bebek and Hatcher indicated that they would provide them along with cost breakdowns to back up the summary extra work claims made to date. 5. It was agreed that the City would meet with Bebek and the County without attorneys when the City had reviewed the data coming from Bebek to try and reach a settlement in this matter. 6. The meeting closed with Pat Hatcher saying that he hoped it wouldn't be necessary that he meet with us again. C:::::�Steve Buck nam Project Manager PQ IC 'ri02,:S 'ROJECT CHANGE ORDER CHANGE ORDER NO. 1 CMTRACT NO. 1497 PURCHASE ORDER NO CUN RACTOR'S NAME Becek Company FRWECT NAME AND NO. S' ayside Drive Imorovements Sep }ember 25, 1975 BUDGET NO. 02-3497-008 Note: Item A " refers to the attached "Extra Work Evaluation Sheet" A. The contract required disposal of the dewatering effluent into the sewer system, however this increase in flaw exceeded the capacity of the pump station. It was necessary to relocate desilting box and revise the dewatering piping. (Item 3 & portion of 5) $516.05 B. During construction of the storm drain existing concrete headwalls, endwalls, an outlet apron and concrete pavement, the existance of all of which were unknown, were en- countered. These structures had to be removed to permit installation of the new pipe. (Items 216, 7, 8, 23 & 25) $7,089.71 C. At several locations along the new storm drain unanticipated conflicts occurred with the existing storm drain necessitating removal of the existing. In addition the existing was shown as CMP on the plans while it was actually RCP. (Items S), 10, 11, 12, 15 & 16) $9,097.66 D. At approximately storm drain Sta 2 + 35, an 8 -inch steel line was encountered which conflicted with the new pipe. After investigation it was determined that the line was an abandoned sewer force main. This item includes delay time during the investigation and the removal of the interfering portion. (Item 14) $1,043.83 E. During construction of the storm drain it was found that the location of the O.C.S..D. trunk sewer differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and in- creased the difficulty in laying the new pipe. (Items 19, 20 & portion of 45) $5,201.28 F. During construction of the storm drain it was found that the location of the Southern California Gas Company 8 -inch main differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and increased difficulty in laying the new pipe. (Items 26, 27 & portion of 45) $6,072.59 Total cost of this change: $29,021.12 CON BY APPP.OVAy, Field EngiFr6er Date Department Head Date O.C.F.C.D. Date P1 IC WOR;S :'ROJECT CHANGE ORDER � CHANGE ORDER NO. 1 E CONTRAST NO. 1497 CONTRACTOR'S NAME Bebek Company PURCHASE ORDER NO PROJECT NAME AND NO. Bayside Drive Improvements September 25, 1975 BUDGET NO. 02-3497-008 Note: Item # "'refers to the attached "Extra Work Evaluation Sheet" A. The contract required disposal of the dewatering effluent into the sewer system, however this increase in flow exceeded the capacity of the pump station. It was necessary to relocate desilting box and revise the dewatering piping. (Item 3 & portion of 5) $516.05 B. During construction of the storm drain existing concrete headwalls, endwalls, an outlet apron and concrete pavement, the existance of all of which were unknown, were en- countered. These structures had to be removed to permit installation of the new pipe. (Items 2. 6, 7, 8, 23 & 25) $7,089.71 C. At several locations along the new storm drain unanticipated conflicts occurred with the existing storm drain necessitating removal of the existing. In addition the existing was shown as CMP on the plans while it was actually RCP. (Items 9, 10, 11, 12, 16 & 16) $9,097.66 D. At approximately storm drain Sta 2 + 35, an 8 -inch steel line was encountered which conflicted with the new pipe. After i:ivestigation it was determined that the line was an abandoned sewer force main. This item includes delay time during the investigation and the removal of the interfering portion. (Item 14) $1,043.83 E. During construction of the storm drain it was found that the location of the O.C.S.D. trunk sewer differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and tin - creased the difficulty in laying the new pipe. (Items 19, 20 & portion of 45) $5,201.28 F. During construction of the storm drain it was found that the location of the Southern California Gas Company 8 -inch main differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and increased difficulty in laying the new pipe. (Items 26, 27 & portion of 45) $6,072.59 Total cost of this change: $29,021.12 CONTRACTOR BY APPROVAL /s/ Field Engimfer D to Department Head Date O. C. F. C. D. Date PI RLIC 4tn;;;'S ;'ROJECT CHANGE ORDER CHANGE ORDER NO. 1 unTE September 25, 1975 CONTRACT NO. 1497 PURCHASE ORDER NO. BUDGET NO. 02-3497-008 CONTRACTOR'S NAME Bebek Comoany PROJECT NAME AND NO. Bayside Drive Improvements Note: Item 9 "'refers to the attached "Extra Work Evaluation Sheet" A. The contract required disposal of the dewatering effluent into the sewer system, however this increase in flow exceeded the capacity of the pump station. It was necessary to relocate desilting box and revise the dewatering piping. (Item 3 & portion of 5) $516.05 B. During construction of the storm drain existing concrete headwalls, endwalls, an outlet apron and concrete pavement, the existance of all of which were unknown, were en- countered. These structures had to be removed to permit installation of the new pipe. (Items 2,6, 7, 8, 23 & 25) $7,089.71 C. At several locations along the new storm drain unanticipated conflicts occurred with the existing storm drain necessitating removal of the existing. In addition the existing was shown as CMP on the plans while it was actually RCP. (Items S), 10, 11, 12, 15 & 16) $9,097.66 D. At approximately storm drain Sta 2 + 35, an 8 -inch steel line was encountered which conflicted with the new pipe. After investigation it was determined that the line was an abandoned sewer force main. This item includes delay time during the investigation and the removal of the interfering portion. (Item 14) $1,043.83 E. During construction of the storm drain it was found that the location of the O.C.S.D. trunk sewer differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and in- creased the difficulty in laying the new pipe. (Items 19, 20 & portion of 45) $5,201.28 F. During construction of the storm drain it was found that the location of the Southern. California Gas Company 8 -inch main differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and increased difficulty in laying the new pipe. (Items 26, 27 & portion of 45) $6,072.59 Total cost of this change: $29,021.12 CONTRACTOR BY APPROVAL- ! ` Field Engineer ate Department Head Date O.C.F.C.D. Date 17 -- ----- -- 7�7 'or v - ....... 7 57 -7! 71 L9 I. it 15 -7 it 76 - Z - ---- ---- - Z/ -7 -22- 75 3 9z,, 21 74; 1, . . . . . . . . . . Z5* 25 t it 25 6 f --2-7 9 7 -9 - 75 8 it --------- --- i .7 -75, It 4a7 7 7 7 7:1 37 41. 7 ul 7- JZ �9—z 7, 1 7 2 46 ZL ,17 3e -4- i Im rl a's)fEiCB PUBLIC WORKS DEPARTMENT Amount Authoraed AILYI&A WORKORT Previous Expenditure j Today s To Date �°. 724/ t Contract No. -660 4F . EQUIPMENT HOURS EXTIENDED AMOUNTS 1 ' WTWA �►� r 0'WA <r, f ge—, 39 _.. ® �o old Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES" " tlrrt�� ��Gr. r EJ.9►k���71.7 ,, �C TOTAL Cost of Materials The above record is complete and correct X11, Sub -Total _. ,41Vcs1G�. *IS %(Se 9.03Std S ( _„r.CONTRACTOR'S.- ROM"ENTATI V E j Total this report -660 4F . EQUIPMENT 0'WA <r, f ge—, 39 ® �o old Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES" " TOTAL Cost of Materials The above record is complete and correct X11, Sub -Total _. ,41Vcs1G�. *IS %(Se 9.03Std S ( _„r.CONTRACTOR'S.- ROM"ENTATI V E j Total this report ' INSPECTOR P White to Inspector Yellow to Public Works Department Pink ,to Cootra£to[ x a e. pets. _ ✓ ✓ . / . For office use only ! Pd. on Est. No Checked by _Y CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C.C.O. Ner';:;' - Amount Authorized $ � DY EXTI RK REPORT Previous Expenditure . $ po l Today $ Date rm To Date f o Project Nam �lst % Contract No. 7 " � D r Description. -of Work 'fn�y: d1 /sl..f.✓.'JlslttL #��l tf i, !d'! ? tt1' t E r. i 'HOURLY. RATE SMALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS k EQUIPMENT ,) LABOR OO Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials Total Cost of Labor The above record is complefe -and correct Sub -To +al �L � CONTRACT rte RPREB¢IITATIVE •IS% (Set. 9 -03 Std. Specs.) Total +his report 'HOURLY. RATE SMALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS k EQUIPMENT ,) _ OO Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials The above record is complefe -and correct Sub -To +al �L � CONTRACT rte RPREB¢IITATIVE •IS% (Set. 9 -03 Std. Specs.) Total +his report n Oar Job me. X CORPORATION 11943 LA SERNA DRIVE LA MIRADA, CALIF. 90638 NAME IYE-40 +26 V— 7— ovemupotle" NAME C..to..". O'do, H.. No ", iy 4 DAILY WORK RETORT Date Z- 19 2%L MATERIAL OeanNy f EQ-vj.- EHT- Rep.!, L, No ly Unit DESCRIPTION J R... I I im. Ti.* 31 - --- — --------- ---- -- ' Af t -7 Description of R.P.i, .Co. 40WAUMON WAY E. wvomco elm SUT1 LML #I,, No. Order No. Usil No. LABOR_ NAME Eon!. 4- ti EQUIPMENT— 1�5 . DAILY WORK RIPCIR I Z CAST Iv. 11"V aan�lad" that the botv*--- "soffilip"Of work" was wfo,m&d. Date MATERIAL 12,ec<t� . es Mrr,]Fj me DESCR i tol, I D"-,.Ption of RAV-7 =Pr tp I Z CAST Iv. 11"V aan�lad" that the botv*--- "soffilip"Of work" was wfo,m&d. Date MATERIAL 12,ec<t� . es Mrr,]Fj me Tiw.. Laaw Blank D"-,.Ption of RAV-7 =Pr BY_ —.— FOREMAN SUPERINTENVANT y!77 - Ism I., W-;: To ui r Shipped F.,) a. MkT9, 10 WSTg11ER' :O SAL~ I., W-;: r MkT9, WSTg11ER' :O SAL~ BEBEK CO. 16706 CONSTRUCTION WAY E IRVINE, CA 92705 STATE LIC #177769 0 DAILY WORK REPORT 0... J.0 N.. --- ,, ', , %, I.. OafC ... 19 . NAME -- REMARKS: By.._ 13EBEK CO. 0 BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. 1177769 I Our Job No NAME 0 DAILY WORK REPORT 0,u., NO- -- ----- - REMARKS. -,lt the ab., dd -Vfx, By BEBEK CO. t3y LABOR Oc,,,.ticun NAME i MATESIA*, --- owrit", Coy vid I I 2- 14 - L REMARKS. -,lt the ab., dd -Vfx, By BEBEK CO. t3y BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. 0177769 0v JOb No NAME DAILY WORK REPORT i Gstomar's Oyer N o. .._.._ ------ ._. _._. .. ._.._. ova— _. _._..__.__...___ __.__,19, —_.- BEBEK CO. 1 BY •' ma: «• ,roe; Ttlrl o:r�v1 F Onk6? AN SUpP RINTENC)ANT LABOR Oceopa *ion NAMF i I - MATERIAL Ovanrily - r i , E i MA R KS: � BEBEK CO. 1 BY •' ma: «• ,roe; Ttlrl o:r�v1 F Onk6? AN SUpP RINTENC)ANT BEBEK CO, DAILY WORK REPORT 16706 CONSTRUCTION WAY E. IRVINE, CA 92701 STATE LIC. #177769 Out Job No. Data---, NAME IL. LABOR Occupation NAME Rate Holl, Cont. �ddou,'r MATERIAL Quantitv . ... ....... ......... . ------ -- -- -- FQUIPMENT Uml No P-ol.' L W" Hepa;:s 0 BEBEK CO. DAILY WORK REPORT 16709 CONSTRUCTION WAY E. IRVINE, CA 92706 STATE LIC. #177769 Out Job No, CLISWroer'S OldeF NG ..... .... .. Data- L NAME LABOR Occupation NAME . ..... ... .... EOUIPMENT Unit No f�Escp IPT P Tlz ...... t - -1 - --- - MMARKS: y4g(J - 40811A AF do J%J 7i r f. I M slby acknowledge that ifie doove "additional W'sl 71 f . 1 7,T9, 7 BEBEK CO. BY FOREMAN SUPERINTENDANT BEBEK CO. 0 DAILY WORK REPORT IRVINE, CA 02705 STATE LIC. 0177788 ()w Job No. CIISTOIW'S O,de, No. Date— NAM Akwp.19,27- LABOR cliccupetion NAME Hourly Rate Total Hours Job Time MATERIAL Owntity -- Cont. Additional EQUIPMENT BEBEK CO. ISM CONSTRUCTION WAY E. IRVINE, CA 92706 STATE LIC. 0177769 Ow Job No Costume: s Older No DAILY WORK REPORT Date 2 - /V - 19 -ZX-- UNA LABOR 0owpwrtion NAME Hourly T.t,i; Jot, T'une MATERIAL Quantity Rat. Hours Cont Additional it------- — l,4 ta 5 -j 9,A REMARKS: �661PMENT T v 4- 71 I hasamby acknowledge that the atove "memitionle EEL-4 Unit No. DESCRIPTION REMARKS: 71 I hasamby acknowledge that the atove "memitionle Repair I ime Leave Blank Dericrionon of Repairs BEBEK CO. BY SUPERiNTENDANT 70REMX BEBEK CO. UXIS CONISTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. 01777" Ow Job No. w, 14 4, Customer's Order No. NAM LABOR Occupation NAME Hourly Total Job 0 DAILY WORK REPORT Date 19 !1` 4 MATERIAL a EQUIPMENT Unit No DESCRIPTION C e Leave Description of Repairs Blank I REMARKS: As. I hereby acknowledge that the above "addimort., It per •mW. my 5f .1 BEBEK CO. FOREMAN SUPERINTENDANT BEBEK CO. 14708 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. 0177799 Our Job No. Customer's 0,(w No NAME Occupation NAME DAILY WORK REPORT j- Data MATERIAL I Qwstdfty Lea" I Description of Repairs I I holsby ackocwlasille that lh..bovft .01 1 o �Z' BEBEK CO. FOREMAN — SUPERINTENOANT LABOR , me me Hours con Adti-t,m"Alll j- Data MATERIAL I Qwstdfty Lea" I Description of Repairs I I holsby ackocwlasille that lh..bovft .01 1 o �Z' BEBEK CO. FOREMAN — SUPERINTENOANT a BEK CO. DAILY WORK REPORT > . Vil& CON I'MUCTRON WAY E. IRVINE, CA 92706 ` t STATE LIC. 01,1 Ow Job,NO. Customer's Order No. --- Data 9 19 LaL ': NAME -si rill LABOR _ Hour.y T.,w Job Tune 0mupatlon NAME MATERIAL Ouantlttr Ra:•' Houn Cont. Adtl:!ionei Unit No Mrebv acknow tl9a that tho above -- — -- - - - "adtlitlonai wo w rlan i YY Repair Time Leave Blank Description of Repairs -- r Mrebv acknow tl9a that tho above -- — -- - - - "adtlitlonai wo w rlan i YY I VWX COO DAILY WORK REPORT 110006 SIONSTRUCT1101111 WAY L tPVWIL CA 92 STATE LIC. #1777W customw', Order No. LABOR Hourly Total Job Tlm* Date 1" - 3 c —, . mr- owupottor, NAME R.I. Hogs -T cont. Ad,0,,.n., MATERIAL Ciwantiry Cont. Additionail P�k 'y —00-- EQUIPMENT Unit No. DESCRIPTION R -T cont. Ad,0,,.n., Tlma Time 131Wnk Dasuipt.o� t Repair, —00-- 7 I %WgbV acknevvIedge that the above was oerf ad ei- w4vo 51 01 EQUIPMENT Hourly job ItB'EBEK CO. Idle Cont. Lem. Unit No- DESCRIPTION DAILY WORK REPORT wM coommucriom wAy a. INVINE, CA mm Pat. e, STATE LIC. /17770 49! T.,, Time Blank ater Aft No. 16011M $20 12 2!! ZzAch Customer's Order No. Date 14f.17 LABOR Occupation NAME Hourly Total Job Time MATERIAL G"ntfty Rate Ho." EQUIPMENT Hourly job I., Idle Cont. Lem. Unit No- DESCRIPTION of Repair. Pat. e, 49! T.,, Time Blank 14f.17 Ag EQUIPMENT I hwaby a now that the above .."whim I w" pe" ad. BEBEK CO. By FOREMAN — SUPERiNTENDANr It Hourly on I., Idle Repair Lem. Unit No- DESCRIPTION of Repair. Pat. e, A ... Wic,r,al T.,, Time Blank Ag t. RMARKS: V I hwaby a now that the above .."whim I w" pe" ad. BEBEK CO. By FOREMAN — SUPERiNTENDANr It COI 1800 CO MRUCTiON WAY F. IRVINE, CA 92 JJ- STATI LIC. 017770 a* Job No. • DAILY WORK REPORT Customer's Order No. Date— %' Ate. — is —2c L .7� Vocupartion NAME Hourly Rate Total Hours Job Ti,,ws MATERIAL Guenthy Cont. a' D i. o a, 3 " r4 y ;?*4 L )C) go -4 P-1 -- ----------- EQUIPMENT Unit No. DESCRIPTION pp Hourly Rot. -Lpb a —�J Time ------ Idle 71 Repair Time Leave Blark Oftc,ipflon of Regmis i. o " r4 REMARKS: that thealabo , Pe"ormed. BEBEK By AWOL k FOREMAN — SUPERINTENDANT that thealabo , Pe"ormed. BEBEK By AWOL k FOREMAN — SUPERINTENDANT rA, - IT 4MYL =CA ff7w Fzl Cu *Mmes Ordor No. 1 I r-nAIPMFNT -�L-IAIAII `- MEN WME p M mwz - "flow. FIFIA owl M FA M., Our7mr—W, wollm orjnplw4v- wc-w 13 - pm OWN" -- "42 MWAVIr-a 1 I r-nAIPMFNT I ,.7— . ......-- the above orwAd. BEOEK CO. 1,0 MAN Ulp -�L-IAIAII `- MEN p M mwz - "flow. FIFIA owl Our7mr—W, wollm orjnplw4v- OWN" MWAVIr-a I ,.7— . ......-- the above orwAd. BEOEK CO. 1,0 MAN Ulp .4, i— - , 8-n-EK CO. UMANSTWOrMWAVIE. lft~. CA IM $TAT1 UC. fit, DAILY WORK RIPCW Customer's0rder No. Dots .19 73 N-A Oasupation NAME Hood, Rat. Total Ho,,,, Job Tim. MATERIAL Quantity Co m. Atl dItIonal mk�; zz jot - 12 AM* 7-0 12W Z-.Q J, 4V or ...... p V IIIA W r Ae I EQUIPMENT lklortillay ack led" thOt the above t4WNft loPA4 WINk'wous Pwfc,mwd. BEREK CO. 0 11y_ REMZI - 4-- DESCRIPTION Ho.,1V Job Time C Addit.nal mk�; jot - 12W or p V IIIA W r lklortillay ack led" thOt the above t4WNft loPA4 WINk'wous Pwfc,mwd. BEREK CO. 0 11y_ REMZI - 4-- man co WAr46MMM4Cn0*WAY IL IOWA CA4,M OVATE Lw. ATM Cu om 's Ordw No. DAILY WORK RIPOIIT' Molon2nai", 9 IJUI�M i FM I PSE �r Ml ame!• wFir town—A i Molon2nai", 9 ed11M Wfte tho Um pbo" 00 ....t'• wW pWormad. BEBy By_ FM �r Ml ame!• wFir town—A i ed11M Wfte tho Um pbo" 00 ....t'• wW pWormad. BEBy By_ REBEK COO *A comTRLcrwm wAy E. I CA 92 WrATI M 017TM ow jab MD. DAILY WORK 11111PICIRT Coelomw'$ Order No. Date [-A EQUIPMENT .0-- jrygw I ; , /'is wi_ . . —WW Ift ^ A0 At T i ; I sweby satnp kcio• that the WSS perfery 81 By . . . . . . . . . . . . . . ... MEN DAM Rm A IJF aism .0-- jrygw I ; , /'is wi_ . . —WW Ift ^ A0 At T i ; I sweby satnp kcio• that the WSS perfery 81 By S 2 t.'Fv �i: �� /+Lr�L � `� • _ Z /i t ` I, ' ._ a '. � �a� � � J '^� ,�.,.�_�. r,� .r �� y, AOEIBEK CORPORATION 11943 LA SERNA DRIVE LA MIRADA, CALIF. 90638 4b DAILY WORK REPORT 0. lab Me. Cw...,'. Order No, Do,. NAME '& -2 -r - , - - 'EL'-1Pn L B Occupation NAME MATERIAL Rate i Tmal r T IM, nt ;Addifi....1 7- 4T 1Z t Ir 41L 7L EQ �.ENT Ida R.,.., L..a Unit Ne. DIESCRIPTI(;S 'I A lj'� I T,,� Ell.nk Descr,lion of Repairs "y a,. -7- c Z� ".c L REMARKS: V ZZIP Z ... ....... . ... hereby ck...I.dg* that the b.,r. 7 I -tim"Iti.al ..,k- BESEK CORP-qR#rJON by vz BY FOREMAN - SUPERINTENOANT BEBEK CO. U711111 CONSTRUCTION WAY E. DAILY WORK REPORT IRVINE, CA 92705 STATE LIC. 0177769 Ow Job No Customer's Old., N .... .... I LABOR Occupation NAME V Z-1 MATERiAl_ Quantity . .. .. .......... — EQUIPMENT Ho ! I . -1. •e Papas: save . - Unit No. DESCRIPTION (dank Desc peon of Repq-s t fr/-[ 11 ---------- L. ...... I, that the above ,�w�d a � as performed., BEBEK, CO.,-, BY FORE AN SUPERINTENE)ANT MATERiAl_ Quantity . .. .. .......... — _.Z L 4. -------- 7 EQUIPMENT Ho ! I . -1. •e Papas: save . - Unit No. DESCRIPTION (dank Desc peon of Repq-s t fr/-[ 11 ---------- L. ...... I, that the above ,�w�d a � as performed., BEBEK, CO.,-, BY FORE AN SUPERINTENE)ANT 0 BEBEK CO. 16766 CONSTRUCTION WAY E. IRVINE, CA 92706 STATE LIC. 0177769 Orr Job No. Customer's Ortler FJ O. __�.___ -- 4b DAILY WORK REPORT I — _ LABOR Occupation NAME - Ra +e Ho 5 Cott.[ Adduoi al Unit No. DESCRIPTION MMARKS: ,- i. 1 bweby aeknowlaE a that the above ` -- - -- 19 LaL MATERIAL IQuanuty rL"KIOnN work" /Vj�oarl ormatl.. . BEBEK CO. By t FOREMAN — SUPERINTENOANT }4 - + I, EQUIPMENT 11 JZ Lt T MMARKS: ,- i. 1 bweby aeknowlaE a that the above ` -- - -- 19 LaL MATERIAL IQuanuty rL"KIOnN work" /Vj�oarl ormatl.. . BEBEK CO. By t FOREMAN — SUPERINTENOANT BEBEK CO. DAILY WORK REPORT MOB CONSTRUCTION WAY E. t. IRVINE, CA 92705 STATE LIC. 0177769 40w Job No C us to nner s Order No. Date"a—i/-- , 19� sum A46ulzLl 04,0j - LABOR Occupation NAME I T., In" —e MATERIAL Quantity Rate Add,t.onal ci— 0 yl ylv .............. 3 I I ---- ------ EOUIPMENT Unit No. DESCR JP7 , 'y av NA -1 I bwaby acknowl . that the above addhoml was perfor OWN Ipp fgArA BEBEK CO. FOREMAN SUPERINTENDANT By BEBEK CO. 1!708 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. #177769 OW Job No. Order No, DAILY WORK REPORT -- LABOR 0=uWIcn NAME H..,Jy Rate— Total H..,s Job Cont. Time Additional 2 MATERIAL X - -. Q%mit"111v EQUiPMENT Unit No DESCRiPTiON f me "5 k eD Lg T.7 REMARKS: AV NV 13EIREK J FOREMAN SUPERINTENDANT BEB9K CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92709 STATE LIC. 0177799 Ow Job No. _ —. Customer's Order No. 0 DAILY WORK REPORT Date / - , 19 zlro MANE LABOR Ho +y Total J t T OCeupatlon NAME - - MATERIAL Quantity CJRat' Ho s Co �+ AnrJ in al Lz .: 111. _ p } 1 tz- I FO'UIPP:1ENT Unit No. DESCRIPTI ')N Beak J c on r ReP:�n c/K 10 y i ' — L REMARKS: i hMaby eckouwl.dge that the ecove "additional work" wet ve,t o. rneU. By RESEK COQ, By y� FOREMAN SUPERINTENDANT 0 BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92706 STATE LIC. 0177769 I Ow Job No C,,vo ., i Order No, NAME AIE2L pe) jZ 7— ----- - 0 DAILY WORK REPORT 19 LABOR Occupation NAME R"tc '10. cicln - r AoL I z I MATERIAL Quantity REMARKS: Is % hw v ackn ledge th.1 the above dditi.I, w v 11Z BESEK CO. 13Y FOREMAN SUPERtNTENDANT ------------- I L ... 10 E 0 U PM f,:,! T ha Unit No j L l'. Y /S6 c. 7'z t"I L REMARKS: Is % hw v ackn ledge th.1 the above dditi.I, w v 11Z BESEK CO. 13Y FOREMAN SUPERtNTENDANT BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. #177769 Ow Job No WME 0 0 DAILY WORK REPORT LABOR H.'- 1 ulat jl'kn 1. NAME ... .. MATERIAL Quantity 5" _"A+_ OMPNIENT uu 1 0 L 6 L/ f 7 �[rl�y.cknowlaGpa t the above ov BEBEK CO. BY FOREMAN - SUPERINTENDANT BEBEk CO. 16M CONSTRUCTION WAY E. DAILY WORK REPORT IRVINE, CA 92705 STATE LIC. 0177769 Our Job No. I 011it. N.. (Date NAME lVEl- OP-4207— 197,5 LABOR Occupation NAME MATERIAL Quantity 7- J-4 f L I. it &QUIPINIENT Unit NO DESCRIP'TiON 'T all Leave of R.Q.:, — ------ — ----- .j C,l w c.l _7 7 7, Ane REMARKS: 3A�9 a- f L I hw9by "kncme,l",g* that the above -swicilbo"I rf acl, P., ai� 13ESEK CO.--"_ FOREMAN SUPERINTENDANT BEBEK'CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. 0177769 Oix Jet, No. AMWE♦ , LAM 0"upstion I NAME 0 DAILY WORK REPORT HO.✓'y Umt No DESCRIPT.,,!', v" ---------- -- REMARKS: LABOR MATERIAL. Q aotitv "c ---------- -- t'O Ul I PME N-f cf Y 7 BESEK M BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. #177769 Ow Job No. LABOR Ocvuwion NAME Rate Hoa+s_ Cont AtlOrtwoef ?,&*A 7W DAILY WORK REPORT D.t - ----- ,,yam MATERIAL. ODamity L"lah- ..... ..... EQUIPMENT Unit No. DESCRIPTION I. 1,0 REMARKS: ' fg� . . ..... . ...... ... - lhwbvac*n IWpe theI Th..lbo�. BEBEK CO.. By C� L FOREMAN —SURE A INTENDANT BEBEK CO. 16709 CONSTRUCTION WAY E. IRVINE, CA 92706 STATE LIC. 0177799 Our Job No • C •ctomer's Orde, No.... r� DAILY WORK REPORT Date 3j_ - —___ . 19 -, J i NAME NE<< � 7c 2 T i - - - -- LABOR No / 10191 101 e -- -- OeCUpatlon NAME MATERIAI Quantity Rae Ho s Co c q d do al 1. I P. /? n ........... . . EQUIPMENT Unit No. DESCRIPTION y i 1 i9 1 rra 9' Leave Oeccr nr cn of Hepelrc BEBEK CO. 16706 CONETRUCTION WAY E. IRVINE, CA 92705 STATE LiC. 0177762 Our Job No. 0 DAILY WORK REPORT 1975-- &Ea _-7) 1)2 e RAMS 7: LABOR Csuwllon NAME 2 -------- ---- 1�3 JY :k EOUIPMENll Unit No DESCRIPT A: T-Le... T z J AL/ T Z_ 7 REMARKS: -a Z_ Arm, BEBEK CO. 4O.EMAN SUPERiNTENDANT 0 EBEK CORPORA'T'ION 11943 LA $ERNA DRIVE LA MIRADA. CALIF. 90638 Ow Jab Mo. ]/ Ord., No. NAME Aff"IQAIMi A f DAILY WORK REPORT -- . .. .. ....... .... Dab ..... -.Z aZSL. _. —. ..- !9 -24r I .__... ._�_. No Iy7... Total 1.9b��1 —_� ... ..... .. .. ..._.._ Occapmian NAME �— M A T E R I A L Ouontity .__._ __..._.. Z!L �Moro . . Ant, Addltlonoi _ _ - ' -t. t _... .. 85. 1 , 4 07 J 1 ! J I I EQUIPMENT N ly Joo I 'my„ I id a Reporr , L..v. Unit No. DESCRIPTION Re,. ndd "+ o -I Bank De. v,paon of R.pair. wig W—Y a I i { z� REM ° 1 Mraby aclnavl.dq* that th. abar. BEBEI( RP TION ""iflonal o was p.tta.m.d. i by 06 �� ... __. _. _.___----- BY FOREMAN - SUPERINTENDANT Ow J.6 Na EBEK CORPORATION 11943 LA SERHA DRIVE LA MIRADA, CALIF. 90638 I* DAILY WORK REPORT Dar• 19X - — LABOA .. - -.. T Jib .mv .._, oeeppation NAME N q Toe 1 T - _ -- _- - M A T E R I A L _. - . - - „Qu nrir T A I r vr�L T 1 <h - - -- I 1 - ._.__....... CQVIPMENT H u !. Jvu c'; d!e Repai.: L•a.e UMr No � - - -, .- DESCRIPTION R r F -- C-1, Blmw Dea c.iprion or Rapa:n r- Air t . REMARKS: Ley lCp i!�' v. r. 1 Ms, ackIvowl.d9a that rh. above BEBEK� R ION "ddbi"a Gil ..Ja. pe ad, sr iC <�w«'1 -- - - - -- - - -- BY - - -- - -- -- FOREMAN - SUPERINTENDANT iEBEK'CORPORATION 119*3 LA SERNA DRIVE LA MIRADA, CALIF. 90638 V re " � � �4 0. Job No. C..tom. " A o'dop, N.. NAME Matapaar LAB Occopation NAME T To.) -Noun YA6 Unit N.. DESCRIPTIZ)F Al IVY- '12' ADM REMARKS: J, JL.#.YALrp Af' by 0 DAILY WORK REPORT I ot-elv, e e5x4� 19 2. EQU!PMI-NT r7 2 /hvl Jf- J.h, T, rs Jgti 1AddlgI.Po-11 MA T ERIAL . of Repplrs EQU!PMI-NT r7 2 /hvl ??SSDL _ /s 9 V L 3'? 3 4-el" "? io —1 A fl, I j FOREMAN SUPERINTENDANT idl Y J J.h, T, rs T,,. Ti.. o of Repplrs 4-el" "? io —1 A fl, I j FOREMAN SUPERINTENDANT EBEK CORPORATION DAILY WORK REPORT 119A3 LA SERNA DRIVE LA MIRADA, CALIF. 90638 0., Job Mo.------ C..,.", . G,, H.. Do#. 19 Aj� NAME L A B O R H. w, , ., 1 T P4o,.i Occupation NAME R -!q I M A T E R I A L 19.... 13 .5,9 V/ /,w .., t4e- Unit N.. I D-SCRIP It'l, REMARKS: By ::,-'T PM 04T :d u a n1i t 1 t /,A 7, L I 'V vsr I I A 'ON SEB£l, OQR�ORATION By FORE AN SUPERINTENDANT Ow Jab No. • EBEK CORPORATION 11913 LA SERNA DRIVE LA MIRADA, CALIF. 90676 Cwmmu'. Order No Occvpwion V• NAME DAILY WORK REPORT Doh q— 3-Y _._ 19 N — —. — ..... .... AB ()-R _ Hourly Tolol —, MATERIAL !.at 1 Goan riry To i G3LS j r /z'�, t._ f.ri. �.�� ..... .. _ .. .... ._.... .. 7 I I — ..... .... i 7 I � - - - -- E_ Q U I P M E_ N T Unil No. DE SC RiF y�an No+ny Rare T cb T.ms .__� i ° C. �. Add;,.,.1i 161. Ro'. r i Tlm. Time Leore D..cri Yon of R. ain 81onk + R R Y -- .. _ % i5.66 REMARKS; ... .__...__. �! I Mn6Y aeknorl.dy. rhos rh. ab—. . dEBEK/ RA ON ••a/inional rad•• .a. a.rlorm.a. W .__ BY ..... .._ FOREMAN - SUPERINTENDANT 4 0 EBEK CORPORATION 11943 LA SERNA DRIVE LA MIRADA. CALIF. 90638 E DAILY WORK REPORT Our, Job No. -'c, H.. Date 19 NAME aporr Hourly T,,tai OetupMlen NAME Rat, H. Q.rf".Add,t,an.1 MATERIAL G...fity rs _4� '7 Ill At -J, i. --------- - -- - -- - ----- ERYI-PrENT Idle R. pa' , Unit H.. DESCRIPTION Deo<roplion of Repair. t A "Sk=14 PA . ..... . 4P, REMARKS: O I Iterfeby acknowledge that the above "s"fienvol work" was performed. 4pr sESe by By OMRATION FOREMAN SUPERtNTENDANT ' EBEK CORPORATION 11943 LA $ERNA DRIVE LA MIRADA, CALIF. 90638 Ow l.L N.. NAME Ngdw, 12 ear C..tem.l. Ord.r No. DAILY WORK REPORT D.I. 4p— a 19 7r. - L A .BQ_g -- iH..,[, l T.1.1 �_ : Occupation NAME o..._ w.,.... I Ta:.: _...I� MATERIAL Ouan rlry _ __— —. __...... _... EQWPMENT _ _ — H rly I 1Rb T.as. _ Id4 I Repair L o s Unit Ne. DESCRIPTION Rats t Aden o m i TIr. Time 01.nk I Do ri ption of R.poin Cc �! K a x I , �- r To REMARKS: sk /►�1E2 YiNG �,ri r.4 ..,r.i"rcVA._�T.__ IlESE TIOPI ".MI11MO1 .erk" was p.rlorm.d. FORE — SUPERINTENDANT - EBEK CORPORATION 11943 LA $ERNA DRIVE LA MIRADA, CALIF. 90636 Ow Job Me Ord., No. Occupation u.if No. DAILY WORK REPORT Date — f - P _ -197—r L A B �. R. . -- ------T — -- NAME H..'I' j Total Job T:�--j MATERIAL C--t'-�Add,tiq rr "Z EQUIPMENT _J.,b T.. I I 1d;. L - wo DESCRIPTION Co A d.t Tim. , Tim. I �..0 REMARKS: K- I hmm*4 ack" I.dq. Mat rh. .6or. "S"Iflastmi .*a" ", P.'la'.6d. Illy lldkuiption ai Repair& RA ON Er Per, -"W- FOREMAN RINT-Stid EBEK CORPORATION 11943 LA SERNA DRIVE LA MIRADA, CALIF. 90638 DAILY WORK REPORT 0., Job No. Ord., H.. Doi. 19 zAr NAME peagg LABOR Ho Iv Terol Oeerparien NAME :— -m I MA T F RIAL Q..0fty Mo.,• C .Adoai .. I I j 7 x 77 �QVIPMCNT I d.. R' '"i, u.if H.. DESCRIFT)CH -A Dcription of Repairs Ti ;II va -Itll ez REMARKS: zp— J- Z-2 7*zyc6x that the .6... B E Bk& ION By ey FORE 14% EBEK CORPORATION DAILY WORK REPORT 11943 LA SERNA DRIVE LA MIRADA. CALIF. 90638 Get, Job Me. Ord., Na NAME NAME /40 Dofe— *-7 19 MATERIAL Idle Repair L.a,• Description of Roffol" 2 L�. Ti.* T i.. 0I.nk Unit No. T-- -7 7 -7Z -F T; REMARKS: .-y 4/ 4r 4. 1AAZY1 7.- o9 7- 0'0r. ZX-r- 1 Itemby ack".19,196 that the above "amitl ... I O,k" .* P.,i.,..d. BY — BIEBEK,-COlrRas'Xft By N F r T W J F Y Z O J " � v w �! o o Q ¢ O N a N ¢ a Z > O Z U I W - Z W O¢ U W 0 a O ILL J w N p Z W m J V W Z N O F � - IS S J N N N F W J F Y Z 0 m Q N a O ¢ I O N a N ¢ a O Z U I W - Z W O¢ U W 0 ILL J w N p Z V W Z N O F U Z f m ¢ O w w Q] p r a a W O ¢ 0= w w w m w 0 Z W LL o z W J n; 0 ¢ O LL Q O I W �N w V 2 r N z ¢ Z_ o z u y O W a m W J o u m n Q F ^ 2 V ' ¢ J � ¢ n 13 w W m 5 O J 0 W w Q E m¢ m U LLI Q EQ om3 aJV Q r~n> a > ¢ ¢ ' U U i uJi N �rcz O ! Z O � uma wN�wr LLJ n W Z Y, 55 W J¢ p F O J O Yi O w mw _ O LL W n U F m O a Z a 0 pZ w a J O > w U O a J J V O I v F J NOJO O F W Y V J a W O ¢u - Z w W J¢ S O Aoki* 14MEM,-, ua O # 0 0 O # .1q 7. Z :-Y. IcL 4T 9tv so cr 0 0 sa W 0 u I w u I, W. Z a z 0 0 D 0 W L ' 0 W A i 0 j 0 u a Z v NO w 4 4 w # .1q 7. 4T sa W 0 u I w u I, W. Z a z 0 0 D 0 W L ' 0 W A i 0 j 0 u a Z v NO w 4 4 w a r h , ,gym I C i i + + ¢ 0 F � J S I 5 2 u. < s T T 2 w � v a r .. 0 0 4 a �L W W o � � u I Ii i W i • i i•. � � . .`'�Ol N u Y 6 J a ° O au W P J J J x e 4 0 W YS P 2 b'• . ..J n n 'V _ _ I 2 '. 7tZ ' WA 0 0-0 .AND AGE ICU LTURE STATE OF CALIFORNIA DIVISION OF MEASUREMENT STANDARDS WEIGHMASTER'S CERTIFICATE OF WEIGHT AND MEASURE .Y.Ihm the followmgdescribedmerchandls swelghed, measured o.counted by o Privole Welghmosfer by he Cal:f.mi. Business Dnd Pr Ofessions CO Islon 5, Choaler 7.3, and hirsi,rmIm,is o recagnlxed Af accuracy.' J`4T. N0. ICUs T. ORDER NO. ISAIIIIJOrDER M6. DATE INVOICE NO. ^' P- ��� - - ---- ----- ----- Y— `----- --- - - - -`— PLANT LOCATION TICKET NO. $OLD : .. 70 [ODE r ,E u 1 511121 . JOB -11 CONFORMING TO FORMULA ADDRESS':: i _T ,J L_ _ SHOWN ON LOAD ND. THIS .ACT. WATER GALS. • HOC. BOO. CEMENT TYPE GALLS. WATER OUR TRK NO. VEX. LIC. NO. O . AGG. CEMENT GALS. WATER HAULERry NO. CARRIER NAME /VEM.NO. CEMENT FACTOR / L LBS ADDED f+ R ADMIX GALS. WATER W.C.SAND ALLOWABLE C PLT. P;CX UP LBS JJ i'r' ADMIX ... GALS WT DDED EST SLUMP ZONE NO. HAUL RATE 43 ROCK ON,.JOB ., LBS LOAD NO. #2 ROCK INISH UNLOAD, LEAVE JOB CLOCK LBS FINISH #4 ROCK RT'�JNL OAO ARRIVE JOB CLOCK,. LBSST ".Y�A STAR &,L NL ADTIME IN. JOB TIME MIN. R.T.T. MIN. OWL ROCR PRODUCTS CO. DRUM Or LEAVE PLT. AR,RI E JOB / nST FIT UNLOAD PRIVATE WEIDHMASTER MIXING • P le DRUM TOTAL \j BY ' 1 • OEPUTYJ Y1<f)INTjTY, CONDITIONS OF +,CbB,'F +.r, „#. DELIVERY 03 YDS RMC I 5 MINUTES PER YARD FREE 1 UNLOADING TIME ALLOWED. EXCESS UNLOADING TIME I CHARGED AT CURRENT HOURLY I I I TRUCK RATE. DELIVERIES SHALL BE MADE WHERE CUSTOMER DESIGNATES. 903 07 MIN. LOAD CHG. CUSTOMER HEREBY ASSUMES RESPONSIBILITY FOR DAMAGES C.O.D. SUB TOTAL 1,.,, INSIDE CURB OR PROPERTY LINE. CLAIMS FOR SHORTAGE WILL CASH ❑ 'U ' TAX SALES I' N OTBE ALLOWED UNLESS MADE $ AT TIME OF DELIVERY. CHECK E] CODE TAX AMOUNT WATER OR OTHER INGREDIENTS 902 p MINUTE S OLO EXCESS UNLOADING 1 ADDED TO THIS CONCRETE MAT . + REDUCE ITS STRENGTH AND DUALITY AND SMALL BE ADDED ONLY AT CUSTOMERS REQUEST. jREMARKS: i TOTAL CHARW CUSTOMER HEREBY AGREES TO INDEMNIFY OWL FROM ANY / CLAIM ARISING FROM SUCH,' j•. ADDITIONS. 1 �' _ I - RECEIVED I•�,ij _ i / /,. ^mry• °L leaulserca ln. ,,., e...: Led m.-.,: °�s: ne ev.e at your SxreT. ainn / /9 s ��,,I�f`� ((Q� (71 3 1 443 - 011 1 (Owl MoC� MI B NI a 1 21 3 1 283-0551 GENERAL, OFFICES BEN' /SE $435 PECK ROAD, ARCADIA, CALIF. 91006 12131 579 -0211 (714) 521.7610 :::6USTOMER3 co".ljO ”: ". S.A. B i 0 N fi .D. • Job ♦ T,"t w D.flvwrV Addma - - : 1. _ i a':., 38 6/06/7 0 0 CARNATION /S"SID[' N '�1L�1!• ,'�' - 3 9 1 FILL SAND ,:.:: TONS [.91 �. • , ro3 11 64 N3 ROCK-GRAVEL' 4F.10 TONS 4.24 114, :99 =0 103 11 14 FILL SAND ',2, (r4 TONS 2..91 T20 6 '�j6.88 20. 3 11346 FILL SANG 1.:.03 TONS 2.91 72.75 209,...;; 4 110b8 FILL SAND a' >, ?1 TONS 2.91 147.77 f•86 1'", /05 1123 FILL SAND 1! ,I;ti TONS .'.r)1 127.32 .. �iiy51 ,423. 34; ^05 1123: •3 ROCK- GRAV':L .` Tuo;S Y.'.:4 59.58 4604 x106 11093 #3 ROCK-,RAVEL rc -: 4.24 59.20 454" It s S T?� y , �Y '2 � 4 SAND TONS _ DG, 'Al ROCK — lialVCt T, 14S r,, � ^i _•, v_ • w. TAX INCLUDED WHERE APPLIC/!b LE .•R TERMS: NET CASH - 10th PRCX. I n r uu! ?: A: HART, loc. 17291 IRVINE BLVD. - Sfli'Ft' 159 TUSTIN, CALIFORNIA (714) 5414115 $ BESEK COMPANY 16706 CONST, WAY EAST ° SANTA ANAO CA. 92705 T D 0MG44AI 019M N2 1644 SANv GRAVEL- BASF MATf.RIALS LOW BED SERVICE Inwieer 1644 Ineoic. Data 5/31/7 P.O. + 0 Job • 0 Tract . 0 Daivery Address BAYSIDE & CARNATION "d+'`� zip DFLIV1lV TICKET NO. OEECRI►TION QUANTITY UNIT. - PRICE CHA'R0i8 . CN.41 a TOTAL -: /FILL 11143 ✓FILL SAND SAND 48.93 TONS { 2.91 49.42 92.97: 142.31 10983 ✓ FILL SAND 148.551 TONS 2.91 130.04 282.251 432.21 j 11261-/FILL SAND f 96.21' TONS j 2.91 97.17 182.80 279.91 11081/ FILL SAND 120.77 TONS 2.91 121.98 229.46 351.4A 11161 ✓FILL SAND 121.66 TONS 2.91 122.88 231.15 354.0; 11358'/#3 ROCK - GRAVEL 48.72 TONS 4.24 116.44 90.13 206.51 11358VFILL SAND 98.52 TONS 2.91 99.51 187.19 286.61 ! FILL SAND TONS 683.47 R6C' TONS 4 K- GRAVEL 48.72! i I 1 1644 TAX INCLUDED WHEFE APPI.t.t.ylk TERMS -. NET CAS1 '- Ioth PR:)•- l Thank You! f.' PLEASE PAY THIS ,,, 2195.47 t 0 T O BE 3EK 'NY 16'(06 cCN•' T. '%jAY F `ST SAN7A /'�42 rA. • CRKUNAL WCXC1 Nt 1587 SAND - GRAVEL - BASE MATERIALS LOW RED SERVICE h"soas BART, ON C. P.O. w Job w Tract w Delivery Address SUITE 158 c/7 .,=VD ffo,N� 926" 0714) 544.Q 1 1 4 BE 3EK 'NY 16'(06 cCN•' T. '%jAY F `ST SAN7A /'�42 rA. • CRKUNAL WCXC1 Nt 1587 SAND - GRAVEL - BASE MATERIALS LOW RED SERVICE h"soas Invoice Date P.O. w Job w Tract w Delivery Address c/7 d.1 QUANTITY UNIT PNp CMAn V P 1� c04 r I :1 eve r I 7 Q 4 0 r API 'L t: 5 Po VAMW X INCLUDED WHERE TATERMS. num mytTw�jwtml`... C NET CASH,- 101h 1587 " iron` 11 1 W1 VINE BLVD. - SUITE 158 ` TUSTIN, CALIFORNIA 97680 . _ (714) 544 -9115 8 BEBEK COMPANY 0 16706 CONST. `,AY EAST O SANTA ANAj CA. 9 ?705 T O Ns 1438 tom` SAND - GRAVEL - BASE MATERIALS LOW BED SERVICE Invoice* 141P. Invoice Date 4 /1P /9 P.O. • Joo r Trac* • D.Ilvery Address N.B. ii QUANTITY - 1Rf1Y- - Yg10t IC' „^ r— =v c� ; 50,80 X6,29 106.0! irn- „� _- i I cD QY 4z.0 -� 105.2! n /n0 1 ^o ^n ci:_t_ ..� .. i - , ar, 7'1 1a.�1 7'.1' ^/1 1':C" 1, - r _. ?F,�c �'4'.n ^_ 21$.9' 4F.11 71.6! .', 02.70 212.4' 1 -0 ; 46.60 106.8, I I. I -L FI L L 143$ TAX INCLUDED WHERE TERMS. NET CASH 101h PW)l. Thank You! i PIEASE.9A1: 1040-88 ..k GENERAL DRILLING AND DEWATERING CORP. PUMP SUPPLIERS AND CONTRACTORS 1777 ND, INDIANA STREET LOB ANOELFS, CALIFORNIA 90008 AREA Coo[ 2t3 E• PROR[: 261.0274 LIQM6[ 266.3117 No. 9 April 15, 1975 Job # 113 -75 Invoice 0 4- 814 -75 Bebek Corp. 16706 Construction Way Irvine, Calif. 92705 Re; BAY SIDN DRIV7, STORM DRAIN, AQW 9, NEWPORT BEACH XTRA LABOR AND MA.TTRIALS FOR IN ^T. OF PTTMP IN STORM BRAIN VAN-HALF. Labor - 2 (two) men „ hrs. e.a. 16hrs. "111.00 pr.hr. Install pump in drain pan hrip & r.ischge. ¢ 176.00 piping to desanding tank. Materials - ° - 4" &ODeg. 71s ?,0:, 440 - 4" cl. 160 °Vi) pipe '> 107.53 2 - 6" ondeg. 711s lI. ?f, R - X111 sys CPFI 1.35 2 - 1" 45 de° r• 1.75 1 - 4xs red. bushing; 1.6 A" Sales "ax on 1 035-5.3 Total Company,not on original. quotation. Thank you. s : _ --3 c RENTAL SALES ANO SERVICES OEWATERING WELLS - WELL CASING • PUMP RENTAL Ae 0 24.48 473.13 22.76 10.80 2.70 1.65 $ 711.72 32.13 *�--74! -6: h r I -6- -i- DATE id JOHN A. ARTUKOVICH SONS, INC. GENERAL CONTRACTORS 16200 SOUTH ATLANTIC PLACE POST OFFICE BOX 530 PARAMOUNT, CALIFORNIA "713 Bebak Corporation May 309 1975 16706 Construction way East Santa Ana, California 92705 Inv. No. 5-13 DESCRIPTION Rental of Shield - 4/31 thru 5/30 I Month Rental of Lima Truck Crane, per tickets 17 71 6A"I" /W. Total Accounts overdue subject to maximum interest permitted by low, AMOUNT ?Y1, �o W oo 1.634125 $ 8,634'; 25 A A. KLEIN & SONS TRUCK AND EQUIPMENT RENTAL 15517 MAPLEGROVE ST., VALINDA, CALIF. 91744 PHONES: (213) 336.6197 _ (213) 333 -6077 r 7 bebek Co. 16706 Construction ' +ay San':a Ana, Calif. 92750 DATE: J April ?97K DATE N TICKET H HOURS OR RATE A AMOUNT AOL -It �. e� 2 � . CD r r .. low « 2j RZ _� ,! If �� \ �| !( f■ || f|�f !� �. & . ,� - ^ | ® ! ■ |! y, . \f �K■ | §��. ' ! | as ^ � § \ �f'. |- \ .■ .LA , . | \ � ' | | , ■. - • ; _ Q = ; O| _ -It �. e� 2 � . CD r r .. a ckoil ,fix m .,. . 14 m C-0 P C" rob W. 0 c Ic 4n I-In 05 A C AEMMRI;l -9 I I as S� ^ A ` N A T y Z nT N T nP Z arm D o m t z v A D n 3 .49. A C AEMMRI;l -9 I I as S� ^ A ` N A T y Z oyz O T nT N T nP Z =c v D o m n z v A D n 3 .49. 0 In Im 4y i T m fn " w r oW 0 oyz O T nT N T nP Z =c v D o m n z v A D n 3 0 In " w � \ ; �| ■ | :| ! � - •�;:�,/ a \ � $ ! : � .. . g!, � � !O� p: �f , �7 ■ | ff\� || �. z| f: Z| | | . ' ■ § �/ - - k - •�;:�,/ a \ � $ ! : � .. . g!, � � !O� p: �f a �7 ■ | ff\� || �. z| f: Z| | | . ' ■ § - •�;:�,/ a \ � $ ! : � .. . g!, � � !O� p: P ` V 3: � � � � X mn m _m � 2 � � rm r �7 | ff\� ■ i A: . § �/ - - k ` ■ z\ C INN 2 |n , | � - § - ` |° . ( $ , |; 'j rL I - P ` V 3: � � � � X mn m _m � 2 � � rm r | �7 | ff\� ■ i \ k � � � ■ C INN 2 |n , | ;I wil r KIM, k . ;;x ` ;` ; !�| � , � | ! )■ \_) �_) �f - : � , |• ' `B \\ ƒ ' B� }� ■ oi « ! ■ | - « / \\ O& 0. � | � ■ ' 4bo ..± | | . . ;;x ` ;` ; !�| � , � | ! )■ \_) �_) �f - : � , |• ' `B \\ ƒ ' B� }� ■ oi « ! ■ | - « / \\ O& 0. 4bo ..± i 1 a� 1 ■ UA 4, a Ira �a o 0, (3 r ; ; g F Q w =4 e j 2. a 9 6 ° 'es '} o^ es €. r ^i 7 > „ e C j ■ UA 4, a Ira �a o 0, (3 1 ^ a a ^1 s iA T T 2 a 31�\ r r w a TT3 n ixQ N O I 9 6 1 ^ a a ^1 s iA T T 2 a 31�\ r r w a TT3 n ixQ N O I 11 dm 1w 141 IN I I, \I A i - I i 0 411 4 Pi IMIMM a c c el 1A m PTT Pi IMIMM a c c el 1A m 'vi •> r of =. - +^ •• - KLEIN & SONS TWCK AND EQUIPMENT RENTAL 16617 MAFLKGROVK ST., VALINDA, CALIF. 01744 ►MONKS: (213) $264187_(213) 332 -6077 ims DATE: MaT 1975 I beuek Go. 16706 Construction Way East Santa Ana, Calif. 92750 DATE TICKET NO. - HOURS OR TONAGE RATE AMOUNT 7 •1 tiaysicle ,: oa natiotl r+ewport Beach 21.52 172.16 3517479✓ 8 172.16 1 33 16 v 8 21.52. 172.16 2 �2 33778 ✓ 3450 V/ 7.5 21.52 161.40 7.5 2.52 161.4p 2 �2 338817 ✓ 31,313✓ { ��` 7.5 7.25 21.52 21.52 161.1!0 156.02 •5 33779 v t8S 21.92 175.36 %5 57. -01✓ 8 21.92 175.36 %5 33818 ✓ 8 21.92 175.36 '5 6 3'3144 33780 ✓ 8 21.92 17x.36 6 57502✓ 8 8 21.92 175.36 6 33819✓ 8 21.92 21.92 175.36 17 >.36 6 7 34315 ✓ 1781✓ 7.25 21.92 158.92 7 57503✓ 8 8 21.92 21.92 175.36 175.36 7 33820 ✓ 8 21.92 175.36 31316✓ 33782-/ 7.5 21.92 16L)..40 8 57504✓ 7.5 7 21.G2 21.92 164.40 153. 8 9 33821✓ 33783 8 .5 21.92 133783'/ 12 33781L✓ 6 12 5705✓ 8 21.92 175.36 12 33 22✓ 8 21.92 175.36 13 13 33785✓ 33823✓ 8 6 21.92 175.36 14 3 1786✓ 7.[ 21.92 ''1.92 175.36 164.40 1Li 57506v 7.' ?1.92 164.40 %15 33787✓ 7.== 21.92 164.40 .15 57507 21.92 1;4.40 ,w15 338241✓ 7.5 21.92 164.40 %16 **16 33788✓ 57508 v/ 8 21.82 186.32 ma 16 33825 ✓ 9 8.5 21.92 21.92 197.26 186.32 /y 3cbek Co. KLEIN & SONS TRWK AND EQUIPMENT RENTAL 15517 MAPLEGROVE ST.. VALINDA, CALIF. 91744 PHONES: (213( 3364t67-(213) 333 -6077 Page 2 DATE: may 1975 X19 19 19 19 19 %20 `20 X20 X20 ,4%2() '\21 x.21 ..21 a21 x.21 %.22 2? V22 %22 X23 N&23 *23 y23 "►23 X27 .27 4%27 -%27 ..,27 28 2.8 28 28 28f e 7.75 7 7,5 7. 7.75 7,75 7.75 7.' 7:5 7. V 8 8 8 7.5 6.5 6.5 6.5 5 7• ^ w 21.92 1.92 21.92 21. °:2 21.92 21.92 21.92 21.92 21.92 1.92 21.92 1.92 ?1.92 21.82 :...1.92 21.92 21.92 21.92 2.1.n2 21.92 21.92 21.92 21.92 21.92 21.92 21.92 21.92 21.92 ;l .02 27..92 o? ]..92 21.92 71.92 17--36 17 .36 169.88 16!( .40 175.36 17',36 17 ::. 16 A64. 40 1.6!...1:0 169.8u 169.88 169. V 1 h; .40 164.40 161;., 40 17'..36 17 .36 171).36 IT'. 175.36 164.L0 142.48 142.48 142.48 142.46 175,36 164.40 175.36 169.88 175.36 175.36 164.40 164.40 175.36 147.96 i 3 ?e✓ 3'718 ✓ 309701✓ I r %3790✓ _710✓ , 827 ✓ 3970; v , X719✓ ''791 ;7511 3 7�� r,7r1�✓ �. 3'829✓ 309701 ✓ 3' - ? ?1✓ x 33793✓ 57513✓ 33£330✓ 3097^''✓ 3?7Y! ✓ �7rll, ✓ 3097':6✓ 3577'.✓ 337 9''v K7 ;1�'✓ 3'83:,✓ 309707✓ 3!x.309 ✓ e 7.75 7 7,5 7. 7.75 7,75 7.75 7.' 7:5 7. V 8 8 8 7.5 6.5 6.5 6.5 5 7• ^ w 21.92 1.92 21.92 21. °:2 21.92 21.92 21.92 21.92 21.92 1.92 21.92 1.92 ?1.92 21.82 :...1.92 21.92 21.92 21.92 2.1.n2 21.92 21.92 21.92 21.92 21.92 21.92 21.92 21.92 21.92 ;l .02 27..92 o? ]..92 21.92 71.92 17--36 17 .36 169.88 16!( .40 175.36 17',36 17 ::. 16 A64. 40 1.6!...1:0 169.8u 169.88 169. V 1 h; .40 164.40 161;., 40 17'..36 17 .36 171).36 IT'. 175.36 164.L0 142.48 142.48 142.48 142.46 175,36 164.40 175.36 169.88 175.36 175.36 164.40 164.40 175.36 147.96 i bebek Co. a TRL Ott 0 Page 3 aa�cxs�"'''T.''n, 2 R 76 AMOUNT DATE TICKET 38 3-721 v ti � ;. 7 . S 21 92 i64.11,0 29 33796✓ 7 2I.9 164.40 29 7;16 ✓ I r, ' =$ 'fi� 21;92 ..9 33833✓ . r: ? �1 92 " .247.96 153-l:4 2 a ng708 ar ��� , 6.7 i 21.92 147.96 30 ' 3797 ✓ {t, r 'l 21.9r 153.41 30 "7517✓ a `, , f t P, 21.:9.e 164.1;0 30 3834✓ �s ��� «� k s 21..92 153.44 30 3og709 r ti, 4,' .9'2 15 .lL 30 31 310 ✓:, y 25 ': 21.92 15.92" 31 ";7K18✓ 7<r`� }� Yj, 1.5 of 25.99: 38.99 31 33835 ✓'�r 3.,,:. 0 25.9 77.97 4 re�14'k' K K .�Y .k �y 3.`t„ <u„Y x 13,658-46 # �":6�1L'D Y' h in��� Sf'd�GC'JtCT• ^W:1 Nt iT q �te}� .fib H' d �' •t {g' fib. } �'i`. ).. "a Y •, z z , I i i 1 -DUMP TRU '-fiREIGHT BILL AU PMF.--TAXA6LZ TAX" C" FE." . . ail[,..... . . . ...... ------ T w C. N iy �- ' J. Mir ip C = L Cp �- tS � C� 4Y OPP- vT` DUMP TRUCK. FREIGHT B[LL 'HOURLY - ZO ,TONNAGE Carrier —'%. ��..._.y'�{.w• Y `� + ,: -:a !I Address j /r r .. .7v 71. _ If U NDanE yR) I VING � i AddINEE ` :.GENERAL CONTR. RECEIVER NAME NAME OF... ` �L, T ryc. ;& a. - DEBTOR '..PRECISE POINT OF ORIGIN PRECISE POINT OF DESTINATION PRODUCTIC$q AREA/!'-'' DEL.',. ZONF- POIHTr MR$ M Eq AL HAULED - .I j - X- ..... - A ECE YED:E 1 /L ST,. E N 5_} PAYMENT DU BT THE ISTN OF ERCENT PER MOxTH THE FOLLOWING MONTN AEBTO &AGREES TO i LEG AItJc {ES kN S CDSTS AND ONE P ON D OIIENT AC COUxTS �" ' x✓WK �L ,TIME EPoRTEO ENO T ME " JTO l pED GTJONS . uA MEJ L Y Eq L''4 E ST LAST TRIP :.. E OG CAST T} ;- OT TME::Oi LAST Tq P� TR VCN Oq p �LIC f F - K.M. .M + :. J(i F j 'u ETA 5i, O I N V iRIV ^` p ... ME UNLOAD O " ✓u� i� A..'. A.M O .,,.k P.M. 'P.M NRS �, t # •a. E U PT, NO. WATaER LE E : V E OAOINO CLE55n L d 4E Pf L FR :LNSA E OROgg ! '.. 4 :f ti q to IE.4Y IF } OYERi E XOURS RA,TEE '^� "� 6V T$ ?`$T 1 IF O S AryCE 6ETWEE F RST A '1, S AT. EE a 1 - ^y �—�'�A ' NE j. IS E. FEET OR OVER CXEC gi+ ^�•, ON ULHMAN'S 8 E TPyC MAN 5 P LLn� y�T i..N S PIV C IS +v!� . (CoDdigngsl - ... qF - nESwgjr._ I - PRKISE POiNT�':r .. <.� .... .. '.. ,1 `'.OF`.IGTN y .' OF'.DESTINATION..',:. G City :.... . `- FlfOPYCTtiTM iVEA :. DEL. ZONE TO -INT NRS. YAFE TOTAL _ 1, ... r.. 1 r I'M � ' ....: F RF4GVFD H'. J 1tF4T AM* L( ... f YA�F 9T T -.. N -TM i A LEG 5 ANDO L - ON' WR�9N R NTF AN D -T Oe CTIONE x TI 6 PRL G _ PROP, TA %A BLE.{A%6BLE A M ❑_.. '1 MRS' .' MRS .El i ARSt,- LAA t Fxy OF AL TIME OF' RU R OR TRAILER TRNILER CITY PERMIT INi,YF TP tYST TRfP .- LAST TRIP S11� q • AY AM,.,, J .. ilMl-0 6 {SS1 TR P IN6 _._iijT TRW YOTAL TIME ART VNLOAOINO :Np. OF AXLES 'TWAIL - LIC.f( tOYTRACT'ND. dY A.M. .r• ' MAY •.. _.. - . ' _ , A VIH, x0 '..' Mw{M IfYA CAP ADINO ACCSNORI/.L.OIM6 ..CIE. CNA.01 GROSS � CITY C LC GYFN YE. HOVRS RATS A..Tf �. N DIGTAIILE #TWSeN ASST AIID LAlT'AXL EE ..: .' N[T :Q .. . TRUCNMAN'8 B.f. TRV CNYAN'f P. V•C. CI{Y TR {ON �N' o ❑ LONG DIET NC[ ULINO IX1 - DISTANCE RATE NOTICE H - _RATA �yMi[ i ► r DUMP TRU( C - HdURIY REGHT..BILL 4E f r 'LDnn'DIET�tnCt nii.S s. F �K r: y� k: i e F C L♦. ^. $1 -rYV �UAAP TIC . EIGHT BILL L •�-y �-+-- �R?RS�ERGT� ' (48naipnEE) _ --t .NAME OP � #RTOR' PRECISE POINT tc' ORIGHi .... �y .. { PRECISE POINT '- OP.DESTINATION" '- � �•}�:. ;, :'.Oily ..:PRODUCi1BN' - -DEL ZONE;:.: ►OWT ft s i f b 'RFCF RY'IL. ;.- mu = 'PAY. .... ,.: 8' fK JELIM TALC 5.: TR TDIC TOT114 [ 1 DE TNIM6' PROY[ '- TA %AR ETA %Aut _- LY ' MRS: '� T.IND TINY[ESR LA[SI. TRV Oi LA[T TRIP 'TOTAL TINE' DF .- LAST TRIP 1RDC[ OR TRA R� 'CITY TENMIT A M - A.M... . LA NO TRIP: TOTAL TIME'. _ LAST UNLOADINb Itl[f' ,. 'TRAII[R. LIC:�y CONTRACT -NO. SGY1�,4 S pAIYER LEV4 TVS WIDENS. ACC[SS01W gMCF SUPER CHARGE EGGERS ITY '. bYfRTIRE NOYRf MA.$ AMOUNTS ARE ., . n, D TAMcE [CTN'Kl1 PIMT ANO LAST In" NET El I OfP[ OR 6VER8YIFCN I�.tJ TROCNMAM'['Y.E. TRU1NMA..1 P.U.C. CITY TRUCRMAN'S P.U.0 . TON AOI LONG DISTANCE NA11LING MI.Y DISTANCE RATE NOTICE -;_- MILaf' ' i MAp¢fF a DUMP TRUC X6FREIGHT BILL HOURLY ?lp 1§04414 E LTCT'TRV {T IINLOAOIM6 C.lr ConTRwtT'NO.. 3 . .. .... A Y `C A.Y. .' . 1§.11, 1DINO CCESSORIY. CN N.P...AR[f' [DVI %. NO - MIR 1i EL 'AYR[ � T ..... . _ TART 'G: "OV[RTIY[l1OYR[ "� *AT Z.S "�' ANOVNTS MET ... P OIETANCE IETW ECN PIRYT AND LAST AALC[ VE ❑ 1[ M IE[T OR'O. CN[CR TA .C.... TRV R =LAITY. '' •� ♦X'/�P�V.0 TO❑N - O -0ISTYICC 1WRLLve- ':, ry I) JJJ{111RLCLf {T. pISTANCE RA TI NOTM OAT, �- Yllf[ NA.�yry _ pNivfR•D1i 8V(NER Y `�� , flt auk 1 14 �9 6WEAt CONTL ,►l3 f '�j'Ofl[IBOOf% .. 7 7 4LP7 ki fRIOISE POINT . . PRECISE POINT n. I I ,. -OE: DESTINAfiON _.:. � :.. .�' . .. ;. `'... `. `Cily. �VJIAVSKMON A- RE ' ''. DEL. ZONE P POINT B BSS. OS TONS' ' 'RATE - ' T TOTAL''. MAr w - PCG VEp OT NAME` U ULLL - , G - 9A • • , 'f.E R RDRrx q T t AC • Y ➢C ERO i0 " "TOTAL TINE O OEDVCT"'RN N N[T TIYC I I- B.T. RjJN O.E.. �ry • Y h' . �. P PROP. T TAXABLE TA[ALCE T^iA l lP Y' N NRS. h .. PAS T Ilp W[ ' 'TOTAL' T TIME'.OF.. " "' �: T.TMf... { {T TI11P" ' ':' .LAST RIP : ::TRACTOR LIC16 L LIC. q � RS ` ` START LOiOI ' ". M MO OP ARL[, T TRwILCR LI P DUMP J,q(yER IG REQSF POINT IE , IF UEST AT30Nw' $; 1'[ODLLCf10N AREA MIN_. ^ OR TONS:::' 4_Ti TOTawt,. i I ES TO AYL L FE ADD L•' NNT -': T 4 - oucTl°NS M[ Irc.0 PROP. TAEABLE`iFR1RR� �..T. AA A.N El ❑ ✓j. :I MRTDIO t4ME ' - RNO'OF RS T L I OE .. ... TRUDIS. OR' A R .LIE CITY }£BRIT':' , �. IASY TRA, ...LMT TRR RG F ?'..TRACTOR LIC.j OI101 SND MO. T - 0F`pARLSG. TRAlli11 1A4.I tONTRACFMO -. ' L'TEY Tf11P . R RAS "' LApr uNLOROI u •, T 941, LEY L -'TYPE.LOAVWD ACCL93DRIAL UK MRXER CXARG[ DROGR 6R1♦N��IDUII EEf'. A.6.TS a Y GTEER IIBGT AND LAST AALEG N[T Q P OVR CHECK ':TRVCNMANG B.E. TRVCRMANG R.V.E. CITr TRUCNM AN'$ i.U.C. °Ao�l Tp � r6 - N10.°I[TBK[ MYLINO ONLY DIGTARC6' RATE NOTIC[ DA)R y W DU�1AP TRtGHT BILL �r F r �F a x s°h � t Y Y , RIG a. Y � t IF r u.. r 'fit, Y a; you" ate. � t.. A T 4 y NO d �F a x s°h <i' rff Y Y , RIG a. IF r <i' Y Ti Y <i' R BILE, 1 451 Mtj S. F d � PREtts€ r'O1MT. �' vino SEE zoNa cIy , rover !OTAt ryi i �ry ry. tlxM[ R CF r -� ( IE i� ll (y,��. �• .��CTIOPa �» LA4T rklV ToTAt TIr[4PJ .. ''�-y. I /P�XI F. 3 i[>R'.rP�1� GTPBPrIT :3M uitt`xNae 4P � �y .)tl A.4. riolry Mb(IYAL /e[u, ,. •:' xp .. fau rT [.M. '.� to �T:ilrll PP$ � .)xlr rtl Li1lr GGPTPAST Re i(glR'CtlR '� t' TNMa�w.'alG a i a - t�'Y'tCt41 - � R a D.IIP ; TRI tflrrierE�sa5, ='" s .ORWtR M OWMER Z/ Q -all:i ili - ^i'cIi _.. T '. INO '.,D R TO PAY k ALYE ES AN OTNF L . - -- T .'L lION TIM :j1E ^: -E TIME' .. +tL NL it _" �/ '. OE t _ J!� NLF� ilp{. 1- B E MON- 'D.E. -PROP: TAXABLE TAXABLE L wYI1M P2Y..- ..N' Y. NPS.. V - NPS - ❑ O. T RTC TIME OF TOTAL T TR OR" TRAILi CI TY TRI � � LAST TRIP P TOR}}- L1C. p y�11yCS.J Nftj .UNYAR .EM P.. TOTAL TIME NO'. OP" A[LAE TBAILEN I= I CONY#AC ND:: LAST LAST TRIP LAST UNLOADIND ... A.M. " - PJW P.Y. . .NRE. EWIR 'YMT[R LEY[L -. TYR LO AbIMACCLiSPPILL MLKR CNAAp T ACITY y UNIX 1 i1gLNTIME�}1QYW RATES' AMOUNTS NET a . ".; - ... .. `. ... F DISTANCE ILTWL[N KRST'AND LAST AXLES O S SS IRET OR O ER:cN[CR ' TPUCRMAN'8 S. . TRU NMAN'6 '. . TRUC�AV G TON 2 �fM`yA war "�T Q" LOM6'OISI" LNAVLINOONLY _ " -' D16TANC[ RAIL NOTICE DAT[ NIL[S `� - IIATL 'CNANW" _ � .;." .ORWtR M OWMER Z/ Q -all:i ili - ^i'cIi _.. .,, DUMP :.T MIGHT BILL L E 5 TO Y L AL FEE PROP, IAXAZLE TA [fFLE 7s 71 NE4 T u "Mwm- ?-V 'W " P U.C. A L �OR irl ." DUMP BHT BEL _ T x L is - �iYylSE Of . . -_ -fir CAI .. �' •P'�egp ^POIN -' -C fy of 0 ffIG1N. . - � OP�.DY�17f11iS0N � I' c-- PI�iYCTIC(!: AREA �l ZONi- 'J�OlYlT HRS RATR'x.: TMjw. v L' rC� + i p..�[1V[D YT (QWN LKQ [�PVIb _' : ._ •'. C .•�. .`L '1� 5 F KND 'Ill Y _ TN f• b E YDN B F -j Y6 5e C.- TO ALT MA /+ [Li Ta[I+BL# T11i - d E.. yX AWA T K[3 l T re ufT w T[IP XXP r KY .• K.M. ♦•Y- PY � X. ': JeNE" -' • _ PN[ - — •. ', jppTKAtr -' ��.�Y�y KOXp T._ - KEIy'A�IEJp[iT c [ inSe.... NSf WLna .: p[aT TL C+LST reTKLTiY[ '..1 NATEe i[Vi 40KY CP]SO[IKL.p X�PfK tlK[[i [Oa[ - NP TaKIL[�lt._ X. rYIN}.1X Lu¢ £ , NT 1` i rKMCE c PIaiT KNLL.wT K[Lir .:. _ ; SeaLTe" F 'd[ s[ar oa [>•acY "' TIIUC[MKN�9 [£ + ; TNUCNYKN6 PU.0 GfTY T tlCNM ^N[� - Q -I - o1[TKx2E [K7i NDT_(c[ C, LpYqD1EYKNCt IMVLIN6 ONLY AU4Le - Mr K[Ot6 '. .i r DUMP TRUCKREIGHT HOURLY • ZO OMNAGE BILL .. .4 1,9 A ' UNDERLYING. DIED 1 11GERERAI;CONT ..; ... I -RECEIVER :: . t K 1 1 .roaae-ESE� OEBTOR,' pREUSE POFNT.:'. City - ity. ..__OF''OEST}NATlQEI•_- ` . .' .,. . ^ . ..A DEI. ZOMR,; p"T .NR OR TONS RATE -TOYAL fl 5 0 PAY L AL E S'AN TT OTH L - TM A COON 5 '. P 8 E *ON- D.E. i 4{ REpR2Ei! -: TIM[ T ocougTlDN ML" TOI/,L TILIE' `""L PflW TNLA[LN- LE a YrDml" X}�-_ n .. R.Y'. 4_:... . NRS.. ' TR N M I.ILER IT /[KNIT CY L 7_TN TIN0. xC ' 'LAST LASIF RIP TOTAL TIME aF T L ST TRI/ TRACTOR LIC..i LIC. J TIVP' RNS T VNLOADI. NO UMIa DINO', ' 4Y1: 2811 LAST T111 /: TOTAL TIM[ NO. O L[! TRRIL[R LIC j NtY VMIPAOIR6 .CONTRAOT'MO: ! it Eau'" yo NAT[R LEVEL TYPE LOAOIND CLSSORIIL'LMM6E HELPED CHARGE OROSL 1 AMGVNTS 9yY1FT1xE MOVRL�.��RATES .. .NET.i IF DISTANCE x[TN[[N fIWT AND LAST MELEE' _ 16-56 /LLL.OR OV[R CNLCNI CIT TON TRUCNMAN'S E E T CNMAN'S P :C. _ � �C �JJ 1 1 DISTANCL -RATE NOTICE '" COMO DISTANCE IU VLINP.ONLY 1 yREE - R1�FF� 'CHApEE _ - nuk[iE� oNltFq r DUMP, J- BHT BILL Vwls 1 -. _ _.. POINT Tor -w._ R Ys5 Le _ Um.. JW-GHT RECE VER (Co. MAME OF I)ESTow PRMSE Pot OF POECISE po,"y OVDESTINATION - cit on. ZON Ott TT YOU A r act A LIC: a �Rvcxmp—'a "U 11 .TC DUMP TRU �,,`!PGHT BILL 1406 --EVEHE-E- N IN u OUNTS. B.F. B.E. X NON- TAXABLE PROP, TA ABLE AX I'Mm ENIRroms City 4 ;pq ME. lot . - UP DESTINATION city. AT, P LA ST TIER M. ZOPW� POINT J 14RSJOR 70115.. RATE TOTAL NS 2 A L :IRAILK. WF4 CONTRACT SO. E'AST,-1.1p BE LNER..A.R. AM, AJi. ti RES ---- K IL"St. T PIE LOAVII CZESEORIAL OINA HELPER GRANGE GROSS APAC.1, N?uma AT[$ ' .NCLNNIT$� NA 7. .IF D16TAMC[ EH FIRST ARV _"Sl A-L 8�7IE ,.AT F. O [Y'1 E, x TRUCKMAN I.VCHWEA" 5 P. 7. JEREFOELOWING MONT..,DEBTOR AGREES IV RAF LEGAL FEES AND OTHER CCNLkECT4OK El 4 N IN u OUNTS. B.F. B.E. X NON- TAXABLE PROP, TA ABLE AX I'Mm ENIRroms m. ME. lot . R C." P.Pull AT, P LA ST TIER NS 2 A L :IRAILK. WF4 CONTRACT SO. E'AST,-1.1p BE LNER..A.R. AM, AJi. RES ---- K IL"St. T PIE LOAVII CZESEORIAL OINA HELPER GRANGE GROSS APAC.1, N?uma AT[$ ' .NCLNNIT$� NET 7. .IF D16TAMC[ EH FIRST ARV _"Sl A-L 8�7IE ,.AT TRUCKMAN I.VCHWEA" 5 P. 7. TOR El LbNQ ..WlANCE HAULING ONLY DISTAN I CE EVETV NOTICE DATE MILLS ATE - MAdiEt "' 4 DUMP TRUC- lK :za D� wgYlik we y }ONCE �L{DLINO QM O EIGHT BILL A� "AlltM, IR YRWi b; t. "AlltM, IR YRWi TR " MAN [ r.0 T - C- TON _ /rAVCMRRAD ALP.U.C. - - 016rAM.. [Ai..mv.CC Dail. - _ QUIP TRU�lGHT BILL ,yY s - -' VRW TA1 Eil1xA lE a Fl LAS `E. 4E xaRn CxeRE YeVla. � ' � zr 4 '- S wA4fia°.+ - rJ,YO1BlYg _ `. irlrR a ewdlrf - RE ixrw3Er r11uT •Re -ERiT xxEfe - _' .'' � r a[Yeree �,.., TRUCxre h.u.c Tdl �� _ .'�.;: s TRVG$MAN'a 1 L YRUGRM.aN'E V.U.C. C Y J tRxGIA 1eL •. -` '- TeIIGE *AI r 14& -r"r ail L, kd , a j f Y- -i .'C%` TIWS IMIt c�TT pF Dump :91LUNG ,HT BILL VICE 7 � =e-7 77," tH t - DEDUCT MEASAND lift& 44 mf" F., *16 WN# . jC,(jwviRTNffTTPAE AN RAUL Pump K BRH)C ES, -TO" ADD L M TRIG EIGHT BILL Ell E. NAME OF / J (�/ {� 1 /�(7 Lt t �C I. I DEBTOR F l\J Q '<+ � • PRECISE POIN - = "' � "' '- _ OF -OkOI r j( P10EGi5E POINT TAL � TO . KATE .. ,.. A :.. DEL. TONE POINT. NRt OR T t e .: PRCDUf70Dlf AtE t•/ _ NAMLTiD _ a : 16 9 YATEIIwI - : D -DTNCR AND R - - F LD y.. p PA . AOCICT 1 S ONTM OR D T C MT MET TIME OEWOTION6 LPORTID . ". iND TI TOTAL N {. I PPI -'R.C. XDE- S{ ROP, TA ABLE T[ABLE 4 ,PIE L OJ ice./) ❑ CITT PERMIT 6 TP111! TIME TOTwI''OF °NRUCR OR LIC.' C •• TARi11Vl:TTM[' -: [NO'AP• L/.ET TN1P TRICTON IIC.O Q VAST TNV aw6T TNIP L M. 'A.M $ '.4 M. ':PM XO. M. AFLEE iRAN.EP IIC.O OgITMwCr'f10. ET ANT MNLOAd [ND M�NLOA ' LATQTAL.O MO - :'�t�ETTAV'. L A X. A''M ..X115.•.. P X.P.M , � LEV[L T PE WANMO ACC1510R111L --IN NLY[N, CFAN[[ E E ''_ - AS[N OUIPT MO MI C- CAPACITT' D TAPE IC •� RI1 ' TEi AWVNT t' I OVERTIME XO .•. :. NET' �IY o1cTwNCE OEiM[LN E118T IN'10 LAST pXLEe - - .: HO EE[ OROV[I10MLGI N 6 P. .V.G. M T""P.N IL a TPVC NAN6 B E ` . GATE 5 'G'. 4513 6V DISTANCE RATE NOTICE �':lON6:d[T ANCE NI.ULINO ONLT ••. CX/.IIOCS RATS ,, ZG Dti1N�P_ TRU C�EIGHT BILL _ �bEl. Z011f MINT HOURLY - - < _ �bEl. Z011f MINT e � 3. c DUMP .TRUE REAG�w1T {1(iE A�31 ar .,. .. ._ IOR :ISE POI BESANAT[ON' �: :. .. BE' =pNE' ►OIEfi XMf .. F RATE..% ►EpDUCT10AREA '. M - - I W teA, T TILNC xfT al c PRI e [ xoR T TAFA❑BlFT11F�A�FLE SI wi w O AL DC 9Rm sm MR -T RM TO CIAwL Lbwalww / 4L/ :1 ilNw LSIaTYII[f LAf fw!p xRf* ra iAaf k `r Aw . - � /wa L Twtt• {jt " YPIVA U /:ACCT. mAL S M[ _ �. c"T i� • - uaY act T L NCFt TO LwsT FOaC x10 , nKC IAL oMC[ NRTP'YX WAT1 LiV_.: 1:1 SwMLiw LIC S a1[AILiR -LIE .i !w[ -. C NET j1 1 Fxf1gT ANa LAiT wwLFF Y G. a ii YC ifFT����"K� CNFCw VCnMwNY w tl C CITY TNVCNMaV _ O _ TFUCXMANf O [Tw _CIa,TAMCF ,wAi[ IMi1CL A .CDxa }NCSMICF MAVLIM60NlY 3' ... - BAIC ADOMS Ge No OR EW -.ii�E AT4C TOIASTTRW iWfl AE%i:T_O {ASTTRfA 5 . . �:. _iYPE 6F pQMPTR1�C'iQ 3xME QLi1WP TRUP. EIGHT SILL HI {� (� a 5 -2SJ 697 �% i 79.L1 f!•�',f Ca4E L'L1 .i �- - ..'����ts L ELf 0ERlY1NG E� �E q ddrelE ./l �,,,,. � e j—il any lfFl —�' is �i.11! r - GENERAL cOlcl j SIR, t RECEIVER - - - - i:. (COnElgnes). NAME OP�.. p DEBTOR. AS F - .- :PRECISE POI T - ..::. C _ 1 a..ORIGN I -. CIVEIII AREA ' DEL. ZONE :. PC0.NT- _ R ONS RATE .PIODUCTION j J- /FOTAL �t ^Y DEC . _ D4 IN D R AS ._ ES T IL I! FEES ARD. 1N N i!AYf EMT DM TN I ACCDUNTB.:. ' TIP, . ds N[T T - PBb B.F. RDN' O.E. POOP TAXABLE TAXABLE O O ❑ r±+5 2. HflS. C T J ItlC OF TRU R OR TRAIL CITY PERMIT LIC t LIC LATS T11 LAST TRIP r LMT TM . _ C _ _ .. d I UNLOAD 1_C .. .. - -' A L 'COMTR,ICT NO. TOTA TI NO. OI A[L f TRAH[R 1JC.E START UNL A .ENO TRIP.' -.IMT Y1111., LAST UNLOADIIN -!I ..'LASE I _ .. - EfM. A'.M. ..M - MO. 'LVATER LEVEL' TYPO LOAOINO - ACCLS]ORIAL MMq! NELYEII CNRR[E OR063 _ .E4LIIPT CAPACITY ' TARE' pr. DV[RTWC NOUBE��' '. �,�Ip O1ETANCCB[iW [EN FIpiT AND _ NET lA3T ARLl3 -�� �. 196E [E T`ON<VEA CXECR f` RYCRYA(N b.'fe.l. TRUCRY/iN'6 P.V.C. LITP TRVCR ^w D. AL a i ji-i t I OISTANCC'RATE NOTICE DATE ..WYPG DISTANCE MAUL N6 ONLY - :MLL RAT L - DUMP TRUCK REIGHT BILL - XQtl�[,Y .2 NAGS rya oft NCON�l E ' lON WrAblow ® I� i� •Y �, • LR t C'r' tONrxAfiT W 'G MTLi AMOYNT{ _ TNVCKNKN i�F.Y. ": .. L •:1 ". : - � -� .. rte_ ' -AATF 1pTFU. _ ' " WTi . r. D MP T =HT RILL DUMP TRUI Bill I1NDERU'iNG ER ,GENE - .:. -'- F _. - RELEIVEk- - (Consignee) NAME OF J DEBTOR E. PRECISE P 9 . OF -0IRGI J"- f - fa �. ,PRECISF POINT _ .,r City �.. ., . { OF DESTINATI - - R TONS RATE .. TOTAL DEL. LONE:^ POINT . 1 g9DDCT0 N -AEA —7x! ., n RK Ox LRB4 IN Few - - -DE N T ABA ES TO A L AL E SAND _ t AT T STN T ACCOUNTS. '.., p 1, BE' MUM' B E O %L T M[ -� O[OIjCTYON[ NET TIM[ L` T6YE AIPOBTFO TYMF j i QJ PQ TIIEABLE TA %ABLE ❑ TRwILER Y' NO OF: TOTAL 11Y[ OF TRVCR OR LYC.'f - 3TNRlINO TY[ LAST Tell . TRACTOR IIC./ CYTY P[AYIT LAST Tel! iLABT TRYP _ - .LY.. ... P.Y. � . -. {.Y.,- 'T NO: Of A %LE TeAYLK LIC.Y CONTe ACT NO. I Y FND YNLOAOlN6 TAL' _iMT Tglp LAEi TRII "- LAST VNLO %LINO rM. " XELF[S LNAME � AOINO CCLOORYAL —1- OR068 - MO" WA T[A LFBEL EOU1M _ !. TARE.,.. '. ..i- RAicf' wYOYNT i' "- oECgxun IT ,'� ❑ I A'a[t%Rce eeiw[EN FIRST AND usr, wu[s " YL 36 -FKT OR OVK CN[CR. E TRV CRYAN'S P.V.C. CITY TRVG %MAN'[ P.V.C. WIAL TON Te G %MAN'SS B /( me4ANCF RATE NoT10E- - wETRM[B-:IUULUYa cat., .• .• .,.. -... L...- Al1lEF` GHT BILE ,.- PRFCIiF POlHf . 4HY - Df tiller us[mw! -w( 't Dlq. ZOML� c jj Moss ['r _. [ - .. �. "�'Y •l�1 .two MOP- � sip^` . H f 1 a a ♦ J Fit _ .�. .. A � ' .-S � 4 IT �♦::w b s afi 1 .. E' 5� e 1 � i Y "Dim a BHT Kx IRE['PFIT OR OV[ ..CITY TFUCNy U-C. TPVCNMAN'E E i. TNUCNNAP'6 P. V.["`+j AM _ -� P `dOtETANC[ EfT[_M 'oiBT.ANCF�NAUI.IND: [INLT- - - MILES DS14 =. .BwP {P - a AMA _+ " DEl 2diR': TWIN.:- .NRS.. TE q mF - OEB AY 5 MIX E p Erg c r_ - R c � YRYM T ON RCCAUNT •H{- B F MOM- - O.E. - T IY[ Oi}L iltl[ o[ CT • N[T it IPOP SAMARLF TAXAR4 _ -�; nIP IAET YRV �- TAL l/6T M9XT TO LAST - L .. Ta Aslti. 'i_ .; Y.k[ _ TN P. PN - NR•.. - -T1M[ AN[LQ C•T. AL f Y[ TTR OTRADT NO. i VL .Fiu -TO Ib T .;LN1AT N IOADDiR A<CgYpMAt _OIM[ N61Ffl; tf{1MiM Ott' �1 ' FOU/R N0. R i nFlCRIL Ud'::M TRAII[Y�L�cB ,- TARS... .. -.� -_ vT ":,T•VDN ..:' NFT 1N1[r wo,.LRST On Ity/jpSwLtR RCiw:[N R CN[CN - IRE['PFIT OR OV[ ..CITY TFUCNy U-C. TPVCNMAN'E E i. TNUCNNAP'6 P. V.["`+j AM _ -� P `dOtETANC[ EfT[_M 'oiBT.ANCF�NAUI.IND: [INLT- - - MILES DS14 =. .BwP {P - BIER .. �T BiGHT BILL i GIIF ` �,roe110 ok 3fR5 e,- ` �� ,pep�7 MEXt5AND -s HRS srnnr ioAwN YEYTTO "'UKTrXIR IM _ LIM FR51 i� ii E EggFN¢'4ME' �. T(PE j'{iFj�RiltUf:K �f L'�MINiEGHARGwEi.._ 3fR5 e,- ` �� ,pep�7 MEXt5AND -s HRS _ LIM FR51 i� �f L'�MINiEGHARGwEi.._ I .'. gECEgSpRIAt ANDOT�R "'' y RILL DUMP OF DEST!MATI !2� vg�L�ff'- _- _1ROAOST /6H "A1tEA- DeL ;0*.- :.POINT O OR T N{ RATE .TOTAL 'll..IAI N A.LED i UN RATM XT - 'POLL EB MW AMMN 0 PA L AL AN ON It, or. TAXABLE TAXABLE E.E . ..... ❑ MRS. A*T,m t ZT. IV.1 TIME OF 'XI.M. 'M;'# TRAIL.. CITY 1W.— LAST TRIP TRIP LAST TV. AM. A.M. MLOAD ---FT7TA:T �n:-T-.P TOTAL TiON'. DIP A.L TRAILCR LIC.# I.A.1 TRIP LAST A.M. VLXlW* LEVEL Tvre WADIMQ: z[IC"30RIAL DIMEf MILIER GII4961 CAPACITV': TARE RATj$�ANUDLINT $ MET 019VAM,& 8 . ZTWBZWlIftST AM. LX.1 AELES Yx'ti CE: "W, DW OVER e... TRU�KWS A A U TRUCX"^" I RADIAL TOM �e� 74LI-6 DAIL, DATE MILE. DF 'MP ,,TRU�_Z MIGHT BILL L Y.4 C7M41 YFL- rM.GXX�IK 411064 C ♦M011O�.i .': LL p g .S TON IT i .A P.U.C.- - `..II14TA11VR'Y/. {♦< -Y4i1K '�1MLt _ �... _. .... Ap GIN Al CONTR. I RECEIVER (C 'NAME OF DEBTOR PRECISE OF ORIGIN PRECISE POINT. OF DESTINATION - 7 PRODUCTIlOW AREA DEL. ZONE POINT MAT. AI�LE. El*ll 90.01 "1 IE FULLI TN ROB WR AGWYES TO . rO TAY L&AtES A.MVP WN R MONTH ON Lill, UM I 'Coms � �X�. Rf. B.E, NOR: B.r, PROP. TAXABLEIAXABLE I'M. TIME ctvuc[I... W.W A El 0 k P.R. T- MN Rs. IIIA".. I'll PERMIT " -LAST TRIP TR..N I .C. t L.C. MRS T It 7EM&O a TOTAL TIN[ CONTRACT MU. LAST T I IA$T TRIP K.R. LAW. INILOACKNO � I .. I.M. W -� MRS MRS � la -Wp LEVEL TTVS CCESSONtAL CHIME' HELPOI C.A.. OROSi 1 •CAPACITY .9, TARS T$— NET 0ETW9 ISM rIMSY AND LAST A.LE;� El . CHECK TRUCKM^N I C." IRUCAMAN� TOM T.61C.10AWS EI.E. . I ..'A .—MUTICK. I CIA— MILE RETE w `1CONSIGAR), ADDRESS , °' . .;.. CITY .... yge.NO OR :....: T F LATER= .., 1JMF START LOFDINE IME ME %T TO MVFTA LR,I .ffiP :"TRARSPORTEa USTiAIF :��>` .7 :J::� ` - - -: MIN ELAPSEDTRFEGTIi F Ib cu 15 HRS 1 mupc Lt, EEffi _ LAST iRIP - .- 0.2 AXlE Ep1pflUMP u�uuc - JOE* Arm TTWI qXS. III,' CONVERFNETTIMETO IMNUT - !kegpq`yOMPDTECHARGE '.� CEiS,�C-G1M�' r � ADD OFlA1F 1'') �e6rM ACCESSOR/Al CH'AAGES �� } UNbERLYj�G G �,.� OENERAT CON yw011fiBKM) E �M �A�D e. A 4 A/ Ptil OT oB161"'r` Q (�' PRECISE :. Ns /'..✓ �'S OVDESTRIATI !' .. l k •,::Ip DEE ZONE'._' 'POINT TONS pTE' TOTAL . ' .,.:ANA . u[nvE LAST� F.: LO RO BE I E5 • L 5 JM _ T N TN ON IjqUE yy( RI. B NOR.' B.E. DLOIB%nONS N[Y YOiwL PROP T!A {ABLE 14RABLE ; 1 C. _ ILPCKyLP {{{NNNIIIjjjyY 0. jIY[.: Y O r V Z V NRS IYRS r '6TwR11118 TIYi : Y1miQE . TOTKL TIME Oi TKYCK OR TRAILER' CITY P[I1MIT LAST 1RIP•' TKwCTlOyK� IIC A 40. i V"I TRIP '.A.Y', R.Y. P .X• YNLOA01M0 COMTNACT NO. TOlAL'TIYE. "N O.'OF AKl TRAILER LIC.A ... __ STAA[UYL :{RD GLET tR IR LYA' TR11 LALT UNIOILOINO ._, MRS .. �XLVCA F YW PT KO WAiER L[VEL/ TY lOAD1YD, CC[sSDK LR pWG CnwKGk OROEE �. Y .. .... v, ......._.: TAKE' r •.: RI1Ti= wYOVNT{ NHT LC' ''IF YjrtW LHN FIR[T'AND L/x6T AILLi• ❑ •. i11±1NCE IS iD FE [1 OR DI/FIILNLCK ^" UCK wH'E Y £ TRUCNMAN 8 PVC. CITT TRlJCK&PIA AOIALP.U.0 TOM 77 �. S_ - / j •... .. .. '. :'OroTAMC[.RATL :NOTICE DATL . OMO O1M1l ARii N_AV4MO ONLY '. _ ' AUGUST 297 1975 CITY OF NEWPORT BEACH 3300 NEWPORT AVENUE NEWPORT BEACH, CA RE: C --1497 EXTRA PAVING ✓; FILL SAND 101; C.I. SEWER S.T.A. 3 +39 TO 4 +35 961 1152 S.F. 30 TON A.C. a 18.00 540.00 95 TON CRB 0 11.00 1045.00 $1585.00 8' GAS MAIN STA 9 +12 TO 10 +55 3003 S.F. 78 TON A.C. @ 18.00 1404,00 252 TON CRB a 11,00 2772.00 4176.00 100 TON FILL SAND FOR OVER EXCAVATION OF 10''' C.I. SEWER AND 8" GAS MAIN 308.00 HAULAWAY OF EXCESS - 65 CY 8 HRS. X 21.92 HR 175.36 175.36 $6244.36 BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC N 177769 AUGUST 297 1975 CITY OF NEWPORT BEACH 3300 NEWPORT AVENUE NEWPORT BEACH, CA RE: C --1497 EXTRA PAVING ✓; FILL SAND 101; C.I. SEWER S.T.A. 3 +39 TO 4 +35 961 1152 S.F. 30 TON A.C. a 18.00 540.00 95 TON CRB 0 11.00 1045.00 $1585.00 8' GAS MAIN STA 9 +12 TO 10 +55 3003 S.F. 78 TON A.C. @ 18.00 1404,00 252 TON CRB a 11,00 2772.00 4176.00 100 TON FILL SAND FOR OVER EXCAVATION OF 10''' C.I. SEWER AND 8" GAS MAIN 308.00 HAULAWAY OF EXCESS - 65 CY 8 HRS. X 21.92 HR 175.36 175.36 $6244.36 BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC # 177769 AUGUST 27, 1975 CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH# CALIFORNIA RE: C -1497 ERRORS INADDITION ON X -TRAS ORIGINAL BILLINGS SUBMITTED TOTAL DEBIT CREDIT DATE BILLED AS SHOULD BE N.B. N.B. 4/7/75 125.63 133.15 7.52 4/8/75 147.42 176.90 29.48 419/75 496.00 556.56 60.56 4/21/75 1836.36 2045.11 208.75 4/22/75 883.38 945.54i 62.16 4/24/75 2089.11 2223.80 134.69 4/25/75 2126.74 2253.93". 127.19 4/28/75 2348.85 1770.70) 578.15 4/30/75 1807.79 1800.39' 7.40 5/5/75 1642.93 1748.11/ 105.18 5/16/75 2301.32 3413.03 - 1111.71 5/20/75 822.70 871.01 48.31 5/27/75 439.76 449.72 9.96 7/9/75 76.10 85.10 9.00 6/27/75 1251.85 -0- 1251.85 6/30/75 478.14 -0- 478.14 1914.51 2315.54 DEDUCT FROM ORIGINAL BILLINGS ADJUSTED TOTAL OF ORIGINAL BILLINGS $ t49,980.43 a BEBEK CO. LICENSED & BONDED SEWER IN STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA. CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC N 177769 AUGUST 25, 1975 CITY OF NEWPORT BEACH 3300 NEWPORT AVENUE NEWPORT BEACH, CA RE- X -TRA WORK C --1497 CUT 6` CI PIPE E PLUG - 23 +75 - 20 +71 - 17+70 7/24/75 LABOR 195.81 MATERIAL 132.53 �..- 328.34 7/31/75 BREAK IN EXISTING PUMP STA & LAY 87' VCP LABOR 274.60 EQUIPMENT 468.06 742.66 WELDING - STA 37 +87 7/22 - 7/23 WELD BUTT STRAP CAMPBELL'S WELDING SERV. 451.95 451.95 WATER LINE MATERIALS 1OX10 TEE 140.40 2 10' DRESSERS 227.88 2 PCS 3 -3 29.48 31X3" FGXFG 53.83 OVERHEAD 87.73 539.32 $2,062.27 0 BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC N 177769 AUGUST 12, 1975 CITY OF NEWPORT BEACH 3300 NEWPORT AVENUE NEWPORT BEACH, CA RE; C -1497 EXCESS MATERIAL FOR WATER LINE ITEM 85 11 LF 84 40 LF 83 40 LF 82 40 LF 77 40 LF 111 LF X 13,92 LF = 1811 BLIND FLANGE 18" BUTTERFLY VALVE 10" BUTTERFLY VALVE 6" BUTTERFLY VALVE NUTS, BOLTS 8 GASKETS TOTAL DUE 2,380.32 257.82 1,353.47 399.28 158.30 50.03 $4,599.22 p�lefl y fp AUG18wpp,�g [_ HEtvpr ci 0F1 gjS,► ~c c4th� CH, t i CITY OF NE',IDORT PEACH I �ooj L L, E,�;)T PMENT 1:/21./15 i,4 ER AL y,r 1 R% ; C -3.49-1 37.65 =--RHEI'l- F PROFIT 141. . -, 12 - 302.8) ,IV E R 1-1 F A-') �.' r)RJFIT 14tO 114.15 11.48 125.63 14�tk2 470.66- jjy 25.20 ? 9 ....0 v--,, 55�� a V PAGE 2 CITY OF NE.%'PORT BEACH F " I C-14)7 4/22/75- Er J I T 4 97 7, 808.70 A,) PRnF: I 74.%)13 ;33 4 715 54 J 4. 46 I T 184.55 iJ 4/2517 AM 14 - I J 7,704.64 'h,..Y, 1 , 7 5: Y :F _ R C L; TRI'. ^7 Af'r .L 28. ,7 > < IO ar L _ 7° Kati 4 LOA`, 1,: _ Cr- T _ 1 A i^ Y PI _,:I`TING ,7 LRA;.r TL 'l Cn LA 1 � JL iZ MAY ,C':e_ T- TL P!AY 1- . t � V l �l [. 707.13 N I� CITY OF NEWPORT BEACH EXTRA WORK .. CONTRACT C -1497 PAGE -2- MAY 5, 1975 46 4 tii"S - REHO'JC I, Cl? VM - tIORK AROUND UNKNOWN V STEEL LINE TUrRILL CUT IG T.P. G Vii DIG AND LOOK FOR EXIST 10° CID LABOR 525.92 Ly EOUIPMENT 1,117. 1 r� r?), 17-17 t MAY 151 1975 5 HRS - IIRF.Aw: ;1Ji Ek_TSTING 60" R •P ANN CLAY REMOVE 16' r: n. 788. 83 C'�.�I n,1�.iT •1 ''t' /.111 /� ,/ N Z,�S3.Tfi MAY 1.', ',975 9 HRS - REMOVE f BREAK 60" RCP f HAUL TO 'OMP LVC'2 c9JIP . NT 1„''1, 5.:' MA.Y 17r ai73 ( >,,TJR,)AY) 4a'' - 5' BARREL 1 COL[:;. LAS jR MATEP.IP.L 1,_�' ?1.•% MAY 19, 1975 2 HRS - REMOVE:) 6n' .1F 1 '„ CIP LATE . DUMP LA ?M, 277.5 ECUIP4ENT 7'7', ?5 1.50.54 9T, I F, -• 4 LOADS TO MAY 20, 1975 2 HRS - RE`lr)VED EXISTING .16" GIP LA"OR "[76.43 EOUIPMENT546.27 \1 � CITY OF NEWPUT 7EACli RMTRi WORK - COPTuCT PAGE -3- MAY 21, 1075 CENTER MF Y& UP LP A�Vo T;!AL AU a BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA. CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC N 177769 JULY 28, 1975 CITY OF NEWPORT BEACH 3300 NEWPORT AVE NEWPORT BEACH, CA XTRA WORK CONTRACT C -1497 5 -22 -75 6 HRS 10" SAN. SEWER NOT AS SHOWN ON PLANS LABOR 1033.20 r` EQUIPMENT 1638.82 2672'? 5 -23 -75 1 HR�G REMOVED EXISTING 18" RCP AND HAUL AWAY LABOR 157.78 f i EQUIPMENT 273.13 `l 430.9);. 5 -27 -75 1 HR REMOVE EXISTING 1811 CIP AND HAUL AWAY LABOR 156.62 Z1 EQUIPMENT 273.14 4 .76 7� 6 -4 -75 2 HRS Gv.,NGw,4& 8' GAS MAIN NOT AS SHOWN OR PLANS - OVER EXCAV. E SAND BACKFI�L LABOR 344.38 ! EQUIPMENT 614.42 80 6 -5 -75 5 HRS 6" WATER MAIN IN WAY OF 60" RCP - NEWPORT WATER CO CAPPED. STAND BY - LABOR 863.52 EQUIPMENT 1271.73 2135.25 6 -6 -75 1.5 HRS EXCAVATE UNDER AND SUPPORT IN PLACE 8" GAS MAIN - RAN INTO TWO WING WALLS - JACK HAMMER �. LABOR 236.61 EQUIPMENT 545.36 781.97 _ 6 -9 -75 4 HRS STA 9+75 TO STA 11 +36 OVER EXCAV. DUE TO CONC & ASPHALT LABOR 631.05 EQUIPMENT 1319.87 1950.92' • BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC If 177769 CITY OF NEWPORT BEACH X -TRA WORK PAGE 2 6 -10 -75 �. LOADING AND HAULING CONIC E ASPHALT - EXTRA SAND BACKFILL LABOR 152.16 d� EQUIPMENT 847.32 999.48 HRS T CURVE AS PLAN. PIPE IS TO h 315.53 39 6 -26 -74 5 HRS STANDBY WAITING FOR NEW GRADES AND CUT SHEETS - TELEPHONE LINE NOT SHOWN ON PLANS LABOR 879.49 / EQUIPMENT 1014.93 .2,894-.42 V 6 -27 -75 2.5 HRS 621< POTHOLLING FOR SEWER E 6" WATER MAIN LABOR 85.18 EQUIPMENT 1166.67 30 -75 8 HRS G P(DTHOLING STA 20 +71, 25+12 LABOR 285.40 EQUIP. & MATERI .r 7 -9 -75 .�`' WELDING STA 10 +0089 - CONNECTION MODIFICATION CAMPBELLS WELDING 76.10 7 -10 -75 6 HRS POTHOLE 6" C.I. FOR LOCATION 11-7 478.14 Cif 4G # W- 5112 -L 76.1Q'' LABOR 321.26 " EQUIPMENT 89.70 410.96 7 -11 -75 8 HRS POTHOLE 6" C.I. LINES FOR CONNECTION TO NEW MAIN LINE LABOR 428.35 EQUIPMENT 119.60 547.95 7 -14 -75 6 HRS 16706 CONSTRUCTION WAY EAST SANTA ANA. CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC N 177769 CITY OF NEWPORT BEACH X -TRA WORK PAGE 3 EXISTING 18" CIP IN WAY OF NEW 18" - DIG AND REMOVE FROM STA 33 +00 TO 34 +20 LABOR 1249.34 EQUIPMENT 815.92 2065.26 f� 7 -16 -75 6.5 HRS STA 34 +50 HIT TELEPHONE LINE IN WAY OF NEW 18" WATER MAIN POTHOLE FOR 811 SEWER - 2" GAS MAIN & TELEPHONE AT COUNTY ROAD LABOR 1275.02 / EQUIPMENT 1264.80 2539.81 7 -16 -75 POUR 7 1/2 YDS CONCRETE OVER 10" A.C.P. MATERIAL 212.11 212.11" 7 -17 -75 POUR CONCRETE IN ALLEY - MARGUERITA & BAYSIDE LABOR 31.91 MATERIAL 113.11 145.02 7 -17 -75 4 HRS POTHOLE FOR 811 STEEL SEWER LINE, GAS LINE AND TELEPHONE AT STA 38 +15 - SURVEY FOR 1251 TO STA 37+02 LABOR 686.02 EQUIPMENT 681.95 1367.97 �---' 7 -18 -75 4 HRS NO SURVEY OR GRADE SHEETS - PLANS AND CURVES DO NOT MATCH - POTHOLE EXISTING 18" CIP - WELD LABOR 581.04 EQUIPMENT 463.73 1044.77 7 -21 -75 WELD 18" WATER MAIN AT STA 37 +31.48 - 69+68 MATERIALS 170.20 170.20 TOTAL DUE $239297.06 BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA. CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC N 177769 CITY OF NEWPORT BEACH X -TRA WORK PAGE 3 EXISTING 18" CIP IN WAY OF NEW 18" - DIG AND REMOVE FROM STA 33 +00 TO 34 +20 LABOR 1249.34 EQUIPMENT 815.92 2065.26 f� 7 -16 -75 6.5 HRS STA 34 +50 HIT TELEPHONE LINE IN WAY OF NEW 18" WATER MAIN POTHOLE FOR 811 SEWER - 2" GAS MAIN & TELEPHONE AT COUNTY ROAD LABOR 1275.02 / EQUIPMENT 1264.80 2539.81 7 -16 -75 POUR 7 1/2 YDS CONCRETE OVER 10" A.C.P. MATERIAL 212.11 212.11" 7 -17 -75 POUR CONCRETE IN ALLEY - MARGUERITA & BAYSIDE LABOR 31.91 MATERIAL 113.11 145.02 7 -17 -75 4 HRS POTHOLE FOR 811 STEEL SEWER LINE, GAS LINE AND TELEPHONE AT STA 38 +15 - SURVEY FOR 1251 TO STA 37+02 LABOR 686.02 EQUIPMENT 681.95 1367.97 �---' 7 -18 -75 4 HRS NO SURVEY OR GRADE SHEETS - PLANS AND CURVES DO NOT MATCH - POTHOLE EXISTING 18" CIP - WELD LABOR 581.04 EQUIPMENT 463.73 1044.77 7 -21 -75 WELD 18" WATER MAIN AT STA 37 +31.48 - 69+68 MATERIALS 170.20 170.20 TOTAL DUE $239297.06 NOT INCLUDED IN ORIGINAL BILLINGS BARRICADES - 88.5 HRS a 27.95 HR UNITED SANITATION a 1.25 DAY FUEL O 4.73 HR ADDITIONAL DUE $769.00 LABOR BREAKDOWN JOE DOSER 7.42 PIPE LAYER, VINCE D'AMATO 7.17 LAYEII 7,AC;,jP !i4*j ART IRONFIELD 6.57 WILLIAM WE LEMIYER 6.8'; JIM CAMPBELL 6.67 L Ai; I-) R ED RADANT 8.1:3 BOB SAVILLE 9.05 f: P HARRY JEFFUS PETE F i- E, -.A .'j 35.6(1) 5.85? 3. 13. 4.7 Sia�.sbury's Uwveway fob rarw�,h�vr Wwls►� 54wte Far»+ ,, ssvpw"ce - Att,,• Are cloo -wis 3333 /�j /.esr/ AYrswe Cwsfq Mesw� G /.� 9dLdG Td• $49-5371 I ' G d 0 0 i i r.;ys,de owe Ex7fPW.s tle -14q>> I..- 6ee�A� t}rrTt�Ha�II $743— • 6 . 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I� �� � �lJV ✓1 t't� �a�/ J� / /G*.• .f/fST/' /l / ✓P�l�G/ �✓vrrl/ %T`6'C �` �� ,�04 /L-'�"Gtil a/ ir/iV/arl Gam, Ci) w spa y v�a� ti v� (�ic�.� 5, de b✓i vG'�Cx 4-v'n, it sue^•( w--4 �lkcVV�d JadJ acs { 4v 7 Q (r � -,A" 1:5y IA crvvd crddi �z��l aOAoGrr /fca.�r��,frar��/a9�� -�r,{� duse �u�c.e_ �Jla cra% 6 2,4 43c C (fe y.4S 1 ------------- ..._.. As elz8l�s S.k'i . 9,05106 4WI E Al"A 4Ve,0ENT S CC- l4) C -c -0 NoA-e . — WAic4 A44, t.. Re,MOva h 1;r Ga ii �crcr D� rev e i9tf G t�3 " , 4�rt , -rr 1� /.mss Cvvi -cc 7�/ Y /e-sv /few', /S Subs ?/Pvr 44? / Jdi</g5 QrUll --1 7 < O 66 • r-] 7L -P Ir�5- 78 7-he /42"o ,--o4s e? 1, w17ep,.-1 ,wazelq' hove �e-✓7 a dlr"-tc4,l-,4 Phan 7%e, 5rc-ve-1 Lm • • CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT 1172 PROGRESS PAYMENT REQUEST NO. Retention FOR PERIOD ENDING December 5 1975 PROJECT Bayside Drive Improvements BUDGET N0. See Below CONTRACT NO. ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 02 -3497 -013 $ 648.99 50- 9297 -004 18,785.01 Original Contract Extras to Date Contract to Date Amount Earned $435,508.80 Send payment to: Less 10% Retention -- Bebek Company Less Previous Payments 416,074.80 16706 Construction Way East Amount Due this Request 19,434.00 Irvine, CA 92715 I hereby certify that the above amounts and values are correct. SIGNED, /,��' ✓' SIGNED Field Er4ineer,. Contractor /(= Lt -��� i _� BY ... CITY OF NEWPORT BEACH - PUBLIC t•iORKS DEPARTMENT .PROJeCT: BAYSIDE DRIVE IMMWEMENTS MW 0 PROGRESS PAYMENT REQUEST NO. 7 (F) FOR PERIOD ENDING November 12, 1975 BUDGET NO. See Belosy CONTRACT NO. leg? ITEM NO. I CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1.. Clear and Grub 5000.00 LS 100% $ 5,000.00 2. 4" A.C. Pavement 18.00 /Ton 143 Ton 2,574.00 3. 1" A.C. Pavement 18.00 /Ton 288 Ton 5,184.00 4. Aggregate Base 11.00 /Ton 248 Ton 2,728.00 5. Type A Curb and Gutter 6.00 /LF 545 LF 3,270.00 6. 4" P.C.C. Sidewalk 1.50 /SF 917 SF 1,375.50 7. Res. Drive Approach 3.00 /SF 1266 SF 378.00 8. Comm'l Drive Approach 2.00 /SF 140 SF 280.00 9. Concrete Block Wall 15.00 /LF 42 LF 630.00 10. Adjust M.H. 200.00 EA 2 EA 400.00 11. Adjust Meter Box 50.00 EA 2 EA 100.00 12. 60" RCP 120.00 /LF 839 LF 100,680.00 13. 54" RCP 115.00 /LF 413 LF 47,495.00 14. 48" RCP 110.00 /LF 140 LF 15,400.00 15. 18" RCP 43.00/LF 203 LF .8,729.00 16. 15" RCP 40.00 /LF 65 LF 2,600.00 17. Manhole ;2 1,600.00/EA 2 EA 3,200.00 18. Manhole �'4 4,000.00 /EA 1 EA 4,000.00 19. Connection Assy. 500.00 EA 7 EA 3,500.00 20. Catch Basin 0 S 1,000.00 EA 1 EA 1,000.00 21. Catch Basin OL -A 1,600.00 EA 1 EA 1,600.00 22. Catch Basin OL 2,100.00 EA 1 EA 2,100.00 23. Concrete Collar 200.00 EA 8 EA 1,600.00 24. Drainage Outlet "B" 2,000.00 EA 1 EA 2,000.00 CITYf NEWPORT BEACH - PUBLIC WORK-*ARTMENT PROJECT: BAYSIDE DRIVE IMPROVEMENTS PROGRESS PAYMENT REQUEST N0. 7 (F) FOR PERIOD ENDING Plovember 12, 1975 BUDGET NO See Below CONTRACT NO. 1497 ITEM N0, CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 25._. Reconstruct S.D. Outlet $ 2,000.00 LS 100% 2,000.00 26. PCC Encasement 100.00 /LF 8 LF 800.00 27. 8" C.I.P. Etc. 2,000.00 LS 100% 2,000.00 28. 8" V.C.P. 15.00 /LF 59 LF 885.00 29. Sewage Pump Station 25,000.00 LS 100% 25,000 00 30. 18" Water Main 33.50/LF 3024 LF 101,304.00 31. 6" A.C.P. 15.00 /LF 694 LF 10,410.00 32. 18" Butterfly Valve 2,000.00 EA 5 EA 10,000.00 33. 101, Gate Valve 700.00 EA -- - --- 34. 6" Gate Valve 300.00 EA 14EA 800.00 35. 4" Gate Valve 400.00 EA 2 EA 1,200.00 36. Reconnect Fire Hydrant 400.00 EA 3 EA 5,000.00 37. Install Fire Hydrant 1;000.00 EA 5 EA 5,000.00 38. Abandon Exist. Drain 3,000.00 LS 100% 3,000.00 39. 1k Water Service 500.00 EA 2 EA 1,000.00 40. 2" Water Service 700.00 EA 2 EA 1,400.00 41. Guard Underground Const. 2,000.00 LS 100% 2.000.00 42. 8" A.C.P. 20.00 /LF 62 LF 1,240.00 43. 8" Gate Valve 500.00 EA 1 EA 500.00 388,562.50 C.C.O. rl - 100% 28,260.49 C.C.O. r2 100% 14,923.86 C.C.O. r3 100% 1,181.73 C.C.O. 744 100% 1,187.92 C.C.O. r5 1007 1,392.30 435,508.80 CITY* NEWPORT BEACH - PUBLIC WORKS *ARTMENT 1172 PROGRES6 PAYMENT REQUEST NO. 7 (F) FOR PERIOD ENDING November 12, 1975 PROJECT Bayside Drive Improvements BUDGET NO. See Below CONTRACT NO. 1497 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 435,626.80 Budget Nos: 02- 3497 -008 28,003.80 435,508.60 Less W Retention 19,434.00 Less Previous Payments 02 -5574 -013 Amount Due this Request 28,003.80 19- 3322 -021 50- 9297 -004 02- 3375 -014 Original Contract $388,680.50 Extras to Date 46,946.30 Contract to Date 435,626.80 Amount Earned 435,508.60 Less W Retention 19,434.00 Less Previous Payments 388,071.00 Amount Due this Request 28,003.80 Send payment to: Bebek Company 16706 Constructio Irvine, CA 92705, I hereby certify that the above amounts and values are correct. SIGNED , .. i/' / : SIGNED I r Field Engineer Contractor BY /�' RECflc@ PUBLIC WURKS NOV 1919750- CITY OF zJEWPORT BEACH, 7 I. S7:11f.111:'tr OF P.000Uri i ' :? �v r( )l I L 4,, n Simpson - Steppat, Consulting Civil Engineers 359 San Miguel Orive Newport Beach, California 92660 Invoice #56 -189 November 11, 1975 4th COPY - DEPT. COPY BAYSIOE DRIVE IMPROVEMENTS - BAYSIUE PLACE TO MARGUERITE AVENUE (C -1497) $1,175.10 Cost to cover extra work associated with a horizontal alignment error on the subject project plans. 02- 807 -02 02- 3497 -003 Please make check payable to City of Ncv.,port Beach. Direct all correspondence to Finance Director, City of Newrport Beach, 3300 W. Newport Blvd., Newport Beach, 92660 MASTER Bluepi .,nt and Supply Compan r Maio and Administrative Branch 234 Fischer Ave., Costa Mesa, Ca. 92626 - - - - 3 INVOICE DATE Order Desk 540 -937 Repro Service 540 -4174 If other than consignee, charge to the following account: QUANTITY UNIT NO. SHIPPED MERCHANDISE - - - REPRO - - - DESCRIPTION - - 1CIRCL-CLIP, BIND, STAPLE) O SACK - -ORDER UNIT PRICE - EXTENSION NO.ORIGS PROCESS, COPIES EA: SUS -TOTAL PROCESS ABBREVIATIONS: 6LUELINE (6L1: ■LACKLINE (6141.): BROWNLINE (GRL): - SEPIA, RIGHT READING (E); SEPIA, REVERSE READING (SRI: ERASAa LE SEPIA (ES OR ESR); AUTOPOSITIVE fAP)r PHOTO /LITHO (P):. XEROX 1060 ON BOND 1166061. ON VELLUM (1660V); - TAX XEROX PRINTING (X); DRY MOUNTING (OMI. SHIPPING ffy y WRITTEN 6Y: ►ILLED6TI Authorized by TOTAL 7 - B. INVOICE MASTER BluepAt and Supply Compare# DATE Main and Administrative Branch 234 Fischer Ave., Costa Mesa, Ca. 92626 Order Desk 540 -9373 { Repro Service 540 -4174 { If other than consignee, charge to the following account: °- Special Instructions SHIP TO: NAME ADDRESS -. CITY & STATE TIME WANTED: CUSTOMER P.O.at SNIP VIA! QUANTITY UNIT NO.SHIPPED MERCHANDISE -. D[SC�eTION SACK UNIT EXTENSION NO.ORIGS PROCESS COPIES KA. REPRO ". -.. _. 1CIRCLb CLIP, BIND, STAPLE) ORDER PRICE ti SUS -TOTAL PROCESS ASBRKVIATIONS, BLUKLINK 1111.1111LACKLINK (OKL1111ROVINLINS (ORL); SKPIA, RIGHT READING (0), SSPIA, RKVKRSK READING ISgI: KRASA8LK SEPIA (ES OR Kite); TAX AUTOPOSITIV[ (AP); PHOTO /LITHO (P); XEROX 1890 ON BOND 1188081. ON VELLUM (I0aQV1; 7 XEROX PRINTING (XI; DRY MOUNTING (DM). SHIPPING o D Authorized by:_ <.,.,___, r".�' WRITTEN OY: FILL l08Yt _ T TOTAL 1 1 i i EQUIPMENT • f TYPICAL STORM DRAIN CREW Foreman 20.13 Operators 6 @ 15.50 93.00 Laborers 4 @ 12.50 50.00 , 163.13 20% Markup 32.64 $195.77 Backhoe 18.75 Crane 24.00 Skip Loader 2 @ 18.00 36.00 Dozer and Compactor 25.00 Dump Trucks 2 @ 21.52 43.04 Compressor and Tools 3.50 Steel Shield 4.16 Flatbed Truck 6.00 Pickup 3.00 163.45 15% Markup 24.52 $187.97 Total Crew /Hour $383.74 , 0 . • a '77 �1,-J L S 7- 41,9 I- r2 lzz �1,-J L S 7- 41,9 I- NANE _ld 172.50. 22.04 PUND.S.U. OBJ SUB O SJ. RE PP.. CTR. PPe °G 1151 40@ AMOUNT' -� 11# " a t Y .QUANTITY DESCRIPTION PRICE AMOUNT' -� a ._ 272.30 i 11.04 402454 TOTAL FE OUE` i RiRENCE THE INVOICE NUMBER REMITTANCES FOR, PROPER CITED /T T. r u PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. CONTROL TESTS ON MATERIAL . ACTUALLY ENTERING INTO WORKS. PROJECT COUNTY OF ORANGE 9 9 ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C- THIRD RELATIVE COMPACTION CONTT NO., W.O., P.O., AHFP MATERIAL TESTED DATE REPORTED AGENCY RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION f7 PERMITS C DATE TESTED BY_ DENSITY STD. COUNT- " CONTRACTOR SUBDIVISION OUTSIDE AGENCY i MOISTURESTO.COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED SITE STREET - -_ MATERIAL STATION DIST. FROM CL - ELEVATION PROBE DEPTH DENSITY " COUNT TOTAL COUNT AVG.COUNT " DENSITY RATIO - MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /PT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: FIELD TIME -HRS AT = $ •REL. COMP. AT = $ TENT. COMP. AT = $ AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED 0 END OF MONTH BILLING H2O 6 CALL. AT TOTAL = $ FIELD INSPECTOR (BUS. MGR') BY MATERIALS ENGINEER l F- 1151 -126.2 R#LATM C8*?lCTTBEI (Nj,: - - • • C IGsto� Sd,.v.Y Cow }rol Error i Tainl- &t342" Lt4� SAwre tosF� 1 * -d4 6- Zo-75) /t-�Gtw�'tkCl4 4 I176 L PA.44bte Cr ow. S -S, yJ Corr .! /scuss�or� CHANGE ORDER NO. 1 CONTRACT NO. 1497 PUR IC WORKS PROJECT CHANGE ORDER 1ATE CONTRACTOR'S NAME Bebek Company PURCHASE ORDER NO. PROJECT NAME AND NO. Bayside Drive Improvements September 25, 1975 BUDGET NO. 02-3497-008 Note: Item 9 " refers to the attached "Extra Work Evaluation Sheet" A. The contract required disposal of the de-watering effluent into the sewer system, however this increase in flow exceeded the capacity of the pump station. It was necessary to relocate desilting box and revise the dewatering piping. (Item 3 & portion of 5) $516.05 B. During construction of the storm drain existing concrete headwalls, endwalls, an outlet apron and concrete pavement, the existance of all of which were unknown, were en- countered. These structures had to be removed to permit installation of the new pipe. (Items 2 6, 7, 8, 23 & 25) $6,922.89 C. At several locations along the new storm drain unanticipated conflicts occurred with the existing storm drain necessitating removal of the existing. In addition the existing was shown as CMP on the plans while it was actually RCP. (Items 9, 10, 11, 12, 16 9 16) $8606.48 D. At approximately storm drain Sta 2 + 35, an 8 -inch steel line was encountered which conflicted with the new pipe. After i:ivestigation it was determined that the line was an abandoned sewer force main. This item includes delay time during the investigation and the removal of the interfering portion. (Item 14) $1,043.83 E. During construction of the storm drain it was found that the location of the O.C.S.D. trunk sewer differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and in- creased the difficulty in laying the new pipe. (Items 19, 20 & portion of 45) $5,201.28 F. During construction of the storm drain it was found that the location of the Southern California Gas Company 8 -inch main differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and increased difficulty in laying the new pipe. (Items 26, 27 & portion of 45) $5,969.96 Total cost of this change: $28,260.49 CONTRACTOR BY .i•;1 IM Field Engineer Date Department Head Date O.C.F.C.D. Date PtAkIC WORKS PROJECT CHANGE ORDER ` CHANGE ORDER NO. 2 (Rev) DATE CONTRACT NO. 1497 CONTRACTOR'S NAME Bebek Company PURCHASE ORDER NO PROJECT NAME AND NO. Bayside Drive Improvements September 25, 1975 BUDGET NO. 50- 9297 -004 Note: "Item # " refers to the attached "Extra Work Evaluation Sheet" A. The depths of the connections to the distribution mains along Bayside Drive were not shown on the plans. It was necessary to make exploratory trenches to find the existing 6 and 8 -inch mains. (Items 4, 30, 31, 36, 37) $3,928.21 B. Due to the age and condition of the existing 18 -inch valves it was difficult and time consuming for the City to effect the.required shut -down, thus delaying the contractor's' operations. (portion of Item 5) $1,189.91 C. During.construction of the storm drain and water main the location of the existing 18 -inch water main was found to differ appreciably from the record location and as shown on the plans. It was necessary to remove major portions of the water main. (Items 11, 12, 13, 14, 17, 18, 20, 21, 22, & 32) $8,011.27 D. During construction of the storm drain at approximately Sta 10 +00 a 6 -inch water main incorrectly shown on the plans, was hit and broken, thus delaying the contractor. (Item 24) $2,006.86 E. During construction of the water main the locations of the existing utilities were found to differ appreciably from the record location and that shown on the plans. It was necessary to redesign the water main grades, thus delaying the contractor. (Items 28,33) $4,434.23 F. Due to the above design changes, it was necessary to weld certain of the pipeline joints to prevent leakage. (Items 29, 38, 41) $707.25 G. Due to a design revision at the Marguerite Avenue water main connection, it became necessary to encase a portion of the main and patch the alley pavement where the connection was to have been made. (Items 34, 35) $357.13 H. Due to the above design revision, additional pipe and fittings were required to make the connection. (Item 42) $539.32 I. In order to make the side connections, it was necessary that the contractor cut and plug the existing 6 -inch mains in three locations. (Item 39) $328.34 0 CITY OF NEWPORT BEACH f"Iflff 11I : S013A11196U1 dai •1.11X:3 CHANGE ORDER NO. 2 (Rev) DATE September 25, 1975 CONTRACT NO. 1497 PURCHASE ORDER NO. BUDGET NO. 50- 9997_0 n4 CONTRACTOR'S NAME BebekComnanv PROJECT NAME AND NO. Bayside Drive Imnrnvementc Note: "Item # "refers to the attached "Extra Work Evaluation Sheet" J. The project required that the existing water main remain in service during the storm drain construction. The plans indicated that this would require a long skew crossing under the live water main, however previous conflicts had resulted in the main having been shut down and portions removed. Not having to work under the live main appreciably decreased the difficulty of constructing the storm drain. $ - 6,578.66 Total cost of this change: $14,923.86 CONTRACTOR: f:Yi DATE APPROVAL: Field Engineer Date Department Head Date cc: Purchasing • 73 7•e 1,4 I U CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER 0 CHANGE ORDER NO. 3 (Rev) DATE September 25, 1975 CONTRACT NO. 1497 PURCHASE ORDER NO. BUDGET NO.02- 5574 -013 CONTRACTOR'S NAME Bebek Company PROJECT NAME AND NO. Bayside Drive Improvements Note: "Item # " refers to the attached "Extra Work Evaluation Sheet" A. The contract required discharge of the dewatering effluent into the sewer system, however this increased flow exceeded the capacity of the pump station. It was necessary to relocate the desilting box and revise the dewatering piping. (Item 3 & Portion of 5) $516.05 B. During construction of the gravity sewer in Old County Road, it was decided to run the 8 -inch line through the wall of the existing pump station to facilitate the future connection. (Item 40) 1665.68 Total cost of this change: $1,181.73 CONTRACTOR: BY DATE APPROVAL: Field Engineer Date Department Head Date cc: Purchasing. CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 4 (Rev) DATE September 25, 1975 CONTRACT NO. 1497 PURCHASE ORDER NO. BUDGET NO. 02- 3375 -014 CONTRACTOR'S NAME Bebek Company PROJECT NAME AND NO. Bayside Drive Improvements Note: "Item # " refers to the attached "Extra Work Evaluation Sheet" A. Due to the reconstruction of Old County Road to a new grade it was necessary to modify the existing drive approach. When constructed according to the plans, it was found to have an excessive breakover angle. The design was modified and the approach reconstructed. (Item 43, 44) $1,187.92 Total cost of this change: $1,187.92 re37 DATE i.1=119.1M Field Engineer Date Department Head Date cc: Purchasing CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 5 CONTRACT NO. 1497 PURCHASE ORDER NO. CONTRACTOR'S NAME Bebek Company PROJECT NAME AND NO. Bayside Drive Improvements DATE September 25, 1975 BUDGET NO.02- 3497 -008 Note: "Item # refers to the attached "Extra Work Evaluation Sheet" A. Due to an error in the horizontal control on the plans it was necessary to research the error and restake the storm drain. y (Item 1) $1,392.30 Total cost of this change: $1,392.30 CONTRACTOR: BY DATE APPROVAL: Field Engineer Date Department Head Date cc: Purchasing 4C __ Ge_V[ 02 - S,jyve, 11392 It 7-7T..' L15 IF - it 7 7 ,I I ._ LSD `; ( _831 q�ll r_.r i It it L I s;�. 1 7 it it it 86 .1 —2- It ir I L It It it 4,�) it it I t 7 The 9✓ 2 i, 19Z it .Y, 5`%!6_77 - 3 (791 V/ it �723 C:"7 42 75 oc) it it 11 97, tt 4 �7 .7 It - --------------- it it it 7- M 91, i -- ----- it so 12 7 ir it it it it 7 -All 7 it ... Ira Ze n3l .22117723 it VT i� 77 .3-5- F7 it t It LL . CITY 0{ ;;LW°ORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 1 DATE September 25, 1975 CONTRACT NO. 1497 PURCHASE ORDER NO. BUDGET NO. 02-3497-008 b CONTRACTOR'S NAME Bebek Company PROJECT NAME AND NO._ Bayside Drive Improvements Note: Item "'refers to the attached "Extra Work Evaluation Sheet" A. The contract required disposal of the dewatering effluent into the sewer system, however this increase in flow exceeded the capacity of the pump station. It was necessary to relocate desilting box and revise the dewatering piping. (Item 3 & portion of 5) $516.05 B. During construction of the storm drain existing concrete headwalls, endwalls, an outlet apron and concrete pavement, the existance of all of which were unknown, were en- countered. These structures had to be removed to permit installation of the new pipe. ' (Items 2 6, 7, 8, 23 & 25) $7,089.71 C. At several locations along the new storm drain unanticipated conflicts occurred with the existing storm drain necessitating removal of the existing. In addition the existing was shown as CMP on the plans while it was actually RCP. (Items 9, 10, 11, 12, 16 & 16) $9,097.66 D. At approximately storm drain Sta 2 + 35, an 8 -inch steel line was encountered which F conflicted with the new pipe. After investigation it was determined that the line was an abandoned sewer force main. This item includes delay time during the investigation and the removal of the interfering portion. (Item 14) $1,043.83 E. During construction of the storm drain it was found that the location of the O.C.S.D. trunk sewer differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and in- creased the difficulty in laying the new pipe. (Items 19, 20 & portion of 45) $5,201.28 F. During construction of the storm drain it was found that the location of the Southern California Gas Company 8 -inch main differed appreciably from the record location and as shown on the plans. This changed condition resulted in a considerable amount of over excavation and increased difficulty in laying the new pipe. (Items 26, 27 & portion of 45) $6,072.59 Total cost of this change: $29,021.12 CONTRACTOR BY DATE APPROVAL: Field Engineer Date Department Head Date O.C.F.C.D. Date CHANGE -JROER NO. CONTRACT NO. 2 PUBLIC WO kS PROJECT CHANGE ORDE 0 DATE September 25, 1975 1447 PURCHASE ORDER NO. BUDGET NO. 50- 9297 -004 CONTRACTOR'S NAME Bebek Company PROJECT NAME AND NO.. Bayside Drive Improvements Note: "Item # ".refers to the attached "Extra Work Evaluation Sheet" A. The depths of the connections to the distribution mains along Bayside Drive were not shown on the plans. It was necessary to make exploratory trenches to find the existing 6 and 8 -inch mains. (Items 4,. 30, 31, 36, 37) $3,928.21 B. Due to the age and condition of the existing 18 -inch valves it was difficult and time consuming for the City to effect the required shut -down, thus delaying the contractor's operations. (Portion of Item 5) $1,189.91 C. During construction of the storm drain and water main the location of the existing 18 -inch water main was found to differ appreciably from the record location and as shown on the plans. It was necessary to remove major portions of the water main. (Items 11, 12, 13, 14, 17, 18, 20, 21, 22, & 32) $8,011.27 D. During construction of the storm drain at approximately Sta 10 +00 a 6 -inch water main incorrectly shown on the plans, was hit and broken, thus delaying the contractor. (Item 24) $2,135.25 E. During construction of the water main the locations of the existing utilities were found to differ appreciably from the record location and that shown on the plans. It was necessary to redesign the water main grades, thus delaying the contractor. (Items 28,33) $4,434.23 F. Due to the above design changes, it was necessary to weld certain of the pipeline joints to prevent leakage. (Items 29, 38, 41) $707.25 G. Due to a design revision at the Marguerite Avenue water main connection, it became necessary to encase a portion of the main and patch the alley pavement where the connection was to have been made. (Items 34, 35) $357.13 H. Due to the above design revision, additional pipe and fittings were required to make the connection. (Item 42) $539.32 I. In order to make the side connections, it was necessary that the contractor cut and plug the existing 6 -inch mains in three locations. (Item 39) $328.34 ,, 1 I( 44/ vt H CRT OF19,Jr� I44/ BfACy, Imo, i - .• CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 2 CONTRACT NO. 1497 PURCHASE ORDER NO. CONTRACTOR'S NAME BPbekCompanv PROJECT NAME AND NO. Bayside Drive Improvements DATE September 25, 1975 Note: "Item # "refers to the attached "Extra Work Evaluation Sheet" J. The project required that the existing water main remain in service during the storm drain construction. The plans indicated that this would require a long skew crossing under the live water main, however previous conflicts had resulted in the main having been shut down and portions removed. Not having to work under the live main appreciably decreased the difficulty of constructing the storm drain. Total cost of this change: $15,052.25 CONTRACTOR:�,1;{ t4z L c DATE APPROVAL: Field EnqineoO Date cc: Purchasing l L,t 7G v ?1-7 G✓IG1 � Ferov o � D•�r- cu /r✓c.. /O ..�The .���•; /foy ,SP;.�� �.irs i yu i?/C GUOS c: -, /. <r/ nc %airy UJhlle d1T7'1Ce,,1-14 7'17477 GJ�f�; /�1q;,? ��as i/ l; �✓ <.ssir� /1ap��i r'-. C7 CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 3 DATE September 25, 1975 CONTRACT NO. 1497 PURCHASE ORDER NO. BUDGET NO.02- 5574 -013 CONTRACTOR'S NAME Bebek Company PROJECT NAME AND NO. Bayside Drive Improvements Note: "Item #, " refers to the attached "Extra Work Evaluation Sheet" A. The contract required discharge of the dewatering effluent into the sewer system, however this increased flow exceeded the capacity of the pump station. It was necessary to relocate the desilting box and revise the dewatering piping. (Item 3 & portion of 5) $516.05 B. During construction of the gravity sewer in Old County Road, it was decided to run the 8 -inch line through the wall of the existing pump station to facilitate the future connection. (Item 40) $742.66 Total cost of this change: $1,258.71 APPROVAL: . Field Enoineer, Dat cc: Purchasing RECEIVER "� IF®BCIC WORKS OCT 7 1975► CITY OF �• NEWPORT BEACH i CALIF. N CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 4 DATE September 25, 1975 CONTRACT NO. 1497 PURCHASE ORDER NO. BUDGET NO. 02- 3375 -014 CONTRACTOR'S NAME Bebek Company PROJECT NAME AND NO. Bayside Drive Improvements Note: "Item if " refers to the attached "Extra Work Evaluation Sheet" A. Due to the reconstruction of Old County Road to a new grade it was necessary to modify the existing drive approach. When constructed according to the plans, it was found to have an excessive breakover angle. The design was modified and the approach reconstructed. (Item 43, 44) $1,239.24 Total cost of this change APPROVAL: e $1,239.24 CONTRACTOR: r`s —,J, ' BY ice„ DATE cc: Purchasing RECEIriJ Yt PUBLIC WORKS OCT 7 1975u- CITY OF NEWPORT BEACH 1,i�CALIF `� CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 5 DATE September 25, 1975 CONTRACT NO. 1497 PURCHASE ORDER NO. BUDGET NO.02- 3497 -008 CONTRACTOR'S NAME Bebek Company PROJECT NAME AND NO. Bayside Drive Improvements Note: "Item # " refers to the attached "Extra Work Evaluation Sheet" A. Due to an error in the horizontal control on the plans it was necessary to research the error and restake the storm drain. (Item 1) $1,392.30 Total cost of this change: $1,392.30 APPROVAL: eld tngin cc: .Purchasing «.j RECEI�� PUBLIC WORKS C OCT 7 1975- CITY OF NEWPORT AEACRt '. j� CALIF: i r CITY IONEWPORT BEACH - PUBLIC WORKS I+RTMENT I! PROJECT: BAYSIDE DRIVE IMPROVEMENTS PROGRESS PAYMENT REQUEST NO. 6 FOR PERIOD ENDING October 10, 1975 BUDGET NO. See Below CONTRACT NO. 1497 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1.,: Clear and Grub 5000.00 LS 100% $ 5,000.00 2. 4" A.C. Pavement 18.00 /Ton 143 Ton 2,574.00 3. 1" A.C. Pavement 18.00 /Ton 288 Ton 5,184.00 4. Aggregate Base 11.00 /Ton 248 Ton 2,728.00 5. Type A Curb and Gutter 6.00 /LF 545 LF 3,270.00 6, 4" P.C.C. Sidewalk 1.50 /SF 917 SF 1,375.50 7. Res. Drive Approach 3.00 /SF 126 SF 378.00 8, Comm'] Drive Approach 2.00 /SF 140 SF 280.00 9. Concrete Block Wall 15.00 /LF 42 LF 630.00 10. Adjust M.H. 200.00 EA 2 EA 400.00 11. Adjust Meter Box 50.00 EA 2 EA 100.00 12, 60" RCP 120.00 /LF 839 LF 100,680.00 13. 54" RCP 115.00 /LF 413 LF 47,495.00 14. 48" RCP 110.00 /LF 140 LF 15,400.00 15. 18" RCP 43.00 /LF 203 LF 8,729,00 16. 15" RCP 40.00 /LF 65 LF 2,600,00 17. Manhole *2 1,600.00 /EA 2 EA 3,200,00 18. Manhole =4 4,000.00 /EA 1 EA 4,000.00 19. Connection Assy. 500.00 EA 7 EA 3,500,00 20. Catch Basin ,O S 1,000.00 EA 1 EA 1,000.00 21. Catch Basin OL -A 1,600.00 EA 1 EA 1,600.00 22. Catch Basin OL 2,100.00 EA 1 EA 2,100.00 M 23. Concrete Collar 200.00 EA 8 EA 1,600.00 24. Drainage Outlet "B" 2,000.00 EA 1 EA 2,000.00 CIT* NEWPORT BEACH - PUBLIC WORKSWARTMENT PROJECT: BAYSIDE DRIVE IMPROVEMENTS October 10, 1975 PROGRESS PAYMENT REQUEST NO. 6 FOR PERIOD ENDING BUDGET NO. See Below CONTRACT NO. 1497 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 25. Reconstruct S.D. Outlet $ 2,000.00 LS 100% 2,000.00 26. PCC Encasement 100.00 /LF 8 LF 800.00 27. 8" C.I.P. Etc. 2,000.00 LS 100% 2,000.00 28. 8" V.C.P. 15.00 /LF 59 LF 885.00 29. Sewage Pump Station 25,000.00 LS 100% 25,000 00 30. 18" Water Main 33.50/LF 3024 LF 101,304.00 31. 6" A.C.P. 15.00 /LF 694 LF 10,410.00 32. 18" Butterfly Valve 2,000.00 EA 5 EA 10,000.00 33. 0" Gate Valve 700.00 EA -- - - -- 34. 6" Gate Valve 300.00 EA 14EA 800.00 35. 4" Gate Valve 400.00 EA 2 EA 1,200.00 36. Reconnect Fire Hydrant 400.00 EA 3 EA 51000.00 37. Install Fire Hydrant 1;000.00 EA 5 EA 5,000.00 38. Abandon Exist. Drain 3,000.00 LS 100% 3,000.00 39. 112 Water Service 500.00 EA 2 EA 1,000.00 40. 2" Water Service 700.00 EA 2 EA 1,400.00 41. Guard Underground Const. 2,000.00 LS 100% 2.000.00 42. 8" A.C.P. 20.00 /LF 62 LF 1,240.00 43. 8" Gate Valve 500.00 EA 1 EA 500.00 C.C.O. #1 -_ 388,562.50 C.C.O. #2 15,052.25 100% 15,052.25 C.C.O. #3 1,258.71 100% 1,258.71 C.C.O. #4 1,239.24 100% 1,239.24 C.C.O. #5 1,392:30 100% 1,392.20 407,505.00 CITYb NEWPORT BEACH - PUBLIC WORKS PARTMENT 1172 PROGRESS PAYMENT REQUEST No. fi n FOR PERIOD EID NGQrtnhPr If) ,1875 PROJECT BAYSIDE DRIVE IMPROVEMENTS BUDGET N0. See Below CONTRACT NO. 1497 NO. I CONTRACT ITEM Budget Nos: 02- 3497 -008 A 1 ,976.00 02- 5574 -013 19- 3322 -021 9,213.00 50- 9297 -004 2,452.26 02- 3375 -014 Original Contract $388,680.50 Extras to Date 18,942.50 Contract to Date 407,623.00 Amount Earned 407,505.00 Less 10% Retention 19,434.00 Less Previous Payments 373,190.50 Amount Due this Request T4,880.50 1,239.24 I hereby certify that the above amounts a SI CONTRACT PERCENT AMOUNT PRICE COMPLETE EARNED { tle +r /�f Send payment to: 00 nCT� 0 �� John Bebek Company 4144"A0 1/YOF79�s� . -f 16706 Construction Way East �Rr 9 Irvine, CA 92705 fa��T�M rrect. SIGNED ' ^, ,.Contractor BY µ. COUNTY OF ORANGE ROAD DEPARTMENT • 7b� !!�� p ('y r PRELIMINARY TESTS PRIOR MATERIAL TESTING SECTION TEST NO. C- S /�I a "'U J!`f� TO AWARD OF CONTRACT. )O * / SHEE NO CONTROL TESTS ON MATERIALS RELATIVE COMPACTION COUTT l/ NO., W.O., • �CTUALLY ENTERING INTO WORKS. P.O., AHFP -� MATERIAL TESTED A� Sly� 5 'raeA �` ,� DATE REPORTED cti PROJECT R7 � AGENCY RESIDENT ENGINEER (INSPECTOR) `)044M CONTRACTOR VII SEND REPORRT //O: C STRUCTION Q PERMITS SUBDIVISION E] OUTSIDE AGENCY DATE _ _ V I15 I 1. TESTED By 4'2 - ✓® �wAlLrf,� DENSITY STD. CDDNT- MOISTURE STD. COUNT - • IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231-4 1 AVERAGE AREA RC LAB NO. C- wvmffPw- S i DENSITY IRKS SITE NUAW COUNT STREET YAA'(y rp MATERIAL Sfo VI STATION DIST. FROM CL ELEVATION !Az- PROBE BE DEPTH 11 t2 MOISTURE COUNT TOTAL COUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % D / /.cn J�9 -ag yo. RESIDENT ENGINEER (CITY ENGR.) AREA RELATIVE COMPACTION -105 AVERAGE AREA RC REQUIRED RC 90 wvmffPw- AREA I REJECTED ACCEPTED i DENSITY IRKS NUAW COUNT MOISTURE COUNT TOTAL COUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % D / /.cn J�9 -ag yo. RESIDENT ENGINEER (CITY ENGR.) AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA I REJECTED ACCEPTED ❑ END OF MONTH BILLING BY F'7 �VO� MATERIALS 'PlI P- 1151 -126.2 RELATIVE COMPACTION IN � �s10 il 31.0 RUyp�p.0. OBJ: asua O J. R[9P... cm PRICE AMOUNT QUANTITY . IC R IPTfOjY,:: wl PRICE AMOUNT Lat:w& �•i— few pu .6 Away Gksnsl. 8wrhea4 6.442 32.50 :..' ra - 'j2y9 -aa`! Zss: 5'L. ko DU.E - a REFERENCE THE INVOICE NUMBER ON REMIT4 ANCES FOR pp •: ';' � a ''c °c CUSfOK EXTRA C P.Y. �.. 9 S, q vi 6° 51 D Ft ) 4 ; IL11AI h by ti4 rl• S r1. . S .T 80:00+1 114.50 + 51.00 + 5 145 =50 + �✓ 74.50 + 16.50 + rt 45.10 +' 51.00 + K sr, 11.00 + w 489.10 T COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C- - THRU SHEE NO ATIVE COMPACTION CONTTNO., W.O., P.O., AHFP IAL TESTED DATE REPORTED - AGENCY CONTRACTOR TS SUBDIVISION ED OUTSIDE AGENCY D�B1Y J MOISTURE STD. COUNT- MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS./FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: TOTAL _ $ FIELD INSPECTOR (BUS. MGR') ;- 1161 -726.2 AREA RELATIVE COMPACTION FIELD TIME HRS AT = $ •REL. COMP. - AT = $ TENT. COMP. AT = $ Hp0 k CALC. AT = $ TOTAL _ $ FIELD INSPECTOR (BUS. MGR') ;- 1161 -726.2 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA I REJECTED I ACCEPTED ❑ END OF MONTH BILLING BY MATERIALS ENGINEER RELATIVE COMPACTION -(14 OPOTENTIAL SOURCE SAMPLED AFTER AWARD OF CONTRACT CONTROL TESTS ON, MATERIALS ACTUALLY ENTERING INTOWORKS O. S PECIAL TESTS COUNTY OF ORANGE ROAD DEPT. Material Testing Section `ti. REPORT OF TESTS ON P. C. C. Closs; Size: IF CONTRACT, USE CONTRACT ITEM TEST NO. �v - 1�3D �3J(•��/'3�'' FIELD NO. CONT. on (W.O.OROP.O. NO.OR AHFP)A &Oe" �a FED. NO. r DATE RECEIVED ... DATE REPORTED PROJECT NAME _ J L , 0 11 RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTI /QN 0 OUTSIDE AGENCY Q MAINTENANCE Q SUB'D 0 PERMITS AGENCY%' SAMPLE FROM C LIMITS OF SAMPLE (FOR USE IN)_%1N L .(.- tz S L a.t(G )'/ LL ✓N G N ✓� LOCA. OF SOURCE OWNER OR �L ry� • �jjYANTITY MANUFACTURER S' LOCATION CJ1N iT P a". 1 /X //YJ ! ✓i �O{'J (?aC./R EPRESENTED / DATE.SAMPL ED / y - I 4- / �x �� BY $ W ( N V S TITLE PROJECT FILE (BUS. MGR.) F II5I-43.2 By —Ti— MATERIALS ENG4AEER CONCRETE • MIX DESIGN DESIGN OF MIX COMPRESSION TEST % % COMB. SPECS. CYL . NO. DATE BROKEN AGE (DAYS) PENET. SLUMP (INCHES) SACKS CEMENT PER C.Y. PSI 3 7J-43b 212 jL3T .T- l 2 c 4N 8-11 ` Z 12 i 3 1 x 4 8 16 30 SO .. 100 200 I SAND EQUI V. DRY AVE. SPEC. C. V. COMB. SPEC. ADMIXTURE PER C. Y. PER C.V. PER C.Y. MIX DESIGN PER: REMARKS: FIELD TIME HRS AT =$ 38p.00 CONC. CYL. AT 6.00 = § B•.Ud COARSE SCREEN AT = $ FINE SCREEN AT = $ SAND EQUIV. -AT -= $ CLEAN. VALUE AT _ $ AT = $ AT -= $ ® BILLING WILL BE MADE AT END OF MONTH PROJECT FILE (BUS. MGR.) F II5I-43.2 By —Ti— MATERIALS ENG4AEER CONCRETE • MIX DESIGN • ❑ PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS. • LAB NO. C- COUNTY OF ORANGE AVERAGE AREA RC ROAD DEPARTMENT HRS AT MATERIAL TESTING SECTION TEST NO. C- THRU RELATIVE COMPACTION SHEE NO CONTTNO., W.O., SUBDIVISION 17 P.O., AHFP MATERIAL TESTED - = $ DATE REPORTED - PROJECT LAB NO. C- AGENCY AVERAGE AREA RC RESIDENT ENGINEER (INSPECTOR) HRS AT = S CONTRACTOR SEND REPORT TO: CONSTRUCTION PERMITS ❑ SUBDIVISION 17 OUTSIDE AGENCY fD DATE TESTED BY_ DEN SITV STD. COUNT- MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- AVERAGE AREA RC FIELD TIME HRS AT = S •REL. COMP. ' AT SITE TENT. COMP. AT = $ H2O 6 CALL. AT = $ STREET MATERIAL STATION DIST. FROM rL ELEVATION - PROBE DEPTH DENSITY COUNT TOTALCOUNT AVG.COUNT DENSITY RATIO '- MOISTURE COUNT TOTAL COUNT AVG. COUNT MOISTURE RATIO WATER LBS.)FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT- MOISTURE R.C. % REMARKS: TOTAL = $ FIELD INSPECTOR (BUS. MGR-) F- 1151 -128.2 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC FIELD TIME HRS AT = S •REL. COMP. ' AT = $ TENT. COMP. AT = $ H2O 6 CALL. AT = $ TOTAL = $ FIELD INSPECTOR (BUS. MGR-) F- 1151 -128.2 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA ED REJECT ACCEPTED ❑ END OF MONTH BILLING BY MATERIALS ENGINEER RELATIVE CHRACTIAN (IQ • COUNTY OF ORANGE • ROAD DEPARTMENT PRELIMINARY TESTS PRIOR TEST NO. C- THRU MATERIAL TESTING SECTION TO AWARD OF CONTRACT. SHEE NO CONTROL TESTS ON MATERIALS RELATIVE COMPACTION CONTT NO., W.O., ACTUALLY ENTERING INTO WORKS. P.O., AHFP_ MATERIAL TESTED DATE REPORTED PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION PERMITS SUBDIVISION OUTSIDE AGENCY DATE TESTED BY DENSITY STD. COUNT- MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- AVERAGE AREA RC REQUIRED RC 90 95 AREA I REJECTED ACCEPTED SITE STREET MATERIAL STATION DIST. FROM CL ELEVATION PROBE DEPTH DENSITY COUNT TOTALCOUNT AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTAL COUNT AVG. COUNT MOISTURE RATIO WATER LBS. /FT.3 MAX. REMARKS: FIELD TIME -HRS AT = $ • REL. COMP. AT • = $ TENT. COMP. AT = $ HZO A CALL. AT = $ AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA I REJECTED ACCEPTED END OF MONTH BILLING TOTAL = $ FIELD INSPECTOR (BUS. MGR-) BY MATERIALS ENGINEER . F.1151 -126.2 RELATIVE. C811APAC.TI41 ..[ :.;... PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. CONTROL TESTS ON MATERIALS • Q ACTUALLY ENTERING INTO WO RKS. PROJECT RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION PERMITS DATE TESTED BY_ DENSITY STD. COUNT- CONTRACTOR SUBDIVISION Lj OUTSIDE AGENCY Ej MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- COUNTY OF ORANGE - ROAD DEPARTMENT COMP. MATERIAL TESTING SECTION TEST NO. C- _ THIRD. RELATIVE COMPACTION SHEE NO CONTTNO., W.O., SITE P.O., AHFP MATERIAL TESTED H2O A CALL. AT -= DATE REPORTED AGENCY RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION PERMITS DATE TESTED BY_ DENSITY STD. COUNT- CONTRACTOR SUBDIVISION Lj OUTSIDE AGENCY Ej MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- - - •REL. COMP. AT - = § TENT. COMP. SITE = § H2O A CALL. AT -= § STREET MATERIAL STATION DIST. FROM CL - ELEVATION PROBE DEPTH DENSITY COUNT TOTALCOUNT • AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY --� OPT. MOISTURE R.C. % TOTAL = FIELD INSPECTOR (BUS. MGR-) F- 1151 -126.2 AREA RELATIVE COMPACTION FIELD TIME HRS AT � _ § •REL. COMP. AT - = § TENT. COMP. AT = § H2O A CALL. AT -= § TOTAL = FIELD INSPECTOR (BUS. MGR-) F- 1151 -126.2 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA I FqbjeCTED�_ ACCEPTED ENO OF MONTH BILLING BY MATERIALS ENGINEER REUT11E COMPACTION (14 _, PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. "CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS. COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C- _ r THRU_ RELATIVE COMPACTION CONTTNO., W.O., P.O., AHFP . MATERIAL TESTED DATE REPORTED PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION PERMITS Cj DATE TESTED BY_ DENSITY STD. COUNT- CONTRACTOR SUBDIVISION OUTSIDE AGENCY MOISTV RE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- - - AVERAGE AREA RC REQUIRED RC 90 + 95, AREA REJECTED ACCEPTED FIELD TIME HRS AT = $ SITE COMP, AT = § •REL. TENT. COMP. AT - $ ❑ END OF MONTH BILLING STREET HZO A CALL. AT =$ TOTAL = $- V MATERIAL MGR-) BY MATERIALS F4151-128.2 - RELATIVE COM.PACTINN STATION 114 - DIST. FROM CL ELEVATION - ... PROBE DEPTH DENSITY COUNT TOTALCOUNT • AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY ' DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 + 95, AREA REJECTED ACCEPTED FIELD TIME HRS AT FIELD TIME HRS AT = $ COMP, AT = § •REL. TENT. COMP. AT - $ ❑ END OF MONTH BILLING HZO A CALL. AT =$ TOTAL = $- V FIELD INSPECTOR (BUS. MGR-) BY MATERIALS F4151-128.2 - RELATIVE COM.PACTINN 114 . PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS. COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO, C- THRU RELATIVE COMPACTION CONTTNo,W.O., P.O., AHFP MATERIAL TESTED - DATE REPORTED PROJECT -Ij AGENCY RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION PERMITS DATE TESTED BY_ DENSITY STD. COUNT- SUBDIVISION ❑ OUTSIDE AGENCY 0 MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- - REQUIRED RC 90 95 AREA REJECTED ACCEPTED SITE STREET MATERIAL STATION DIST. FROM CL ELEVATION PROBE DEPTH DENSITY COUNT TOTAL COUNT AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG.000NT MOISTURE RATIO WATER LBS./FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: FIELD TIME HRS AT = j •REL. COMP. AT = j TENT. COMP. AT = j H2O Q CALL. AT = j AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED ❑ END OF MONTH BILLING TOTAL = j BY FIELD INSPECTOR (BUS. MGR-) MATERIALS ENGINEER F -1751 -116.2 - HLATIYE- CMACTON [4Q - - CITY ' 4PORT BEACH - PUBLIC WORKS DOTMENT PROJECT: BAYSIDE DRIVE IMPR EDMENTS PROGRESS PAYMENT REQUEST NO. .5 FOR PERIOD ENDING August 29, 1975 BUDGET NO. See Below CONTRACT NO. 1447 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1. Clear and Grub 5000.00 LS 100% $ 5,000.00 2. 4" A.C. Pavement 18.00 /Ton 120 Ton 2,160.00 3. 1" A.C. pavement 18.00 /Ton 200 Ton 3,600.00 4. Aggregate Base 11.00 /Ton 200 Ton 2,200.00 5. Type A Curb and Gutter 6.00 /LF 565 LF 3,390.00 6. 4" P.C.C. Sidewalk 1.50 /SF 900 SF 1,350.00 7. Res. Drive Approach 3.00 /SF 100 SF 300.00 8. Comm'l Drive Approach 2.00 /SF 140 SF 280.00 9. Concrete Block Wall 15.00 /LF 42 LF 630.00 10. Adjust M.H. 200.00 EA 11. Adjust Meter Box 50.00 EA 1 EA 50.00 12, 60" RCP 120.00 /LF 839 LF 100,680.00 13. 54" RCP 115.00 /LF 413 LF 47,495.00 14. 48" RCP 110.00 /LF 140 LF 15,400.00 15. 18" RCP 43.00 /LF 176 LF 7,568.00 16. 15" RCP 40.00 /LF 65 LF 2,600.00 17. Manhole T2 1,600.00 /EA 2 EA 3,200.00 18. Manhole #4 4,Q00.00/EA 1 EA 4,000.00 19. Connection Assy. 500.00 EA 7 EA 3,500.00 20. Catch Basin 0 S 1,000.00 EA 1 EA 1,000.00 21. Catch Basin OL -A 1,600.00 EA 1 EA 1,600.00 22. Catch Basin OL 2,100.00 EA 1 EA 2,100.00 23. Concrete Collar 200.00 EA 6 EA 1,200.00 24. Drainage Outlet "B" 2,000.00 EA 1 EA 2,000.00 CITY &EWPORT BEACH - PUBLIC WORKS L*RTMENT PROJECT: BAYSIDE DRIVE IMPROVEMENTS PROGRESS PAYMENT REQUEST NO. 5 FOR PERIOD ENDING August 29, 1975 BUDGET NO. See Below CONTRACT NO. 1497 ITEM N0: CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 25. Reconstruct S.D. Outlet $ 2,000.00 LS 100% 2,000.00 26. PCC Encasement 100.00 /LF 8 LF 800.00 27. 8" C.I.P. Etc. 2,000.00 LS 100% 2,000.00 28. 8" V.C.P. 15.00 /LF 59 LF 885.00 29. Sewage Pump Station 25,000.00 LS 95% 23,750.00 30. 18" Water Main 33.50/LF 3019 LF 101,136.50 31. 6" A.C.P. 15.00 /LF 694 LF 10,410.00 32. 18" Butterfly Valve 2,000.00 EA 5 EA 10,000.00 33. 0" Gate Valve 700.00 EA - - -- - - -- 34. 6" Gate Valve 300.00 EA 14 EA 4,200.00 35. 4" Gate Valve 400.00 EA 2 EA 800.00 36. Reconnect Fire Hydrant 400.00 EA 3 EA 1,200.00 37. Install Fire Hydrant 1;000.00 EA 5 EA 5,000.00 38. Abandon Exist. Drain 3,000.00 LS 100 % 3,000.00 39. 131 Water Service 500.00 EA 2 EA 1,000.00 40. 2" Water Service 700.00 EA 2 EA 1,400.00 41. Guard Underground Const. 2,000.00 LS 100% 2,000.00 42. 8" A.C.P. 20.00 /LF 62 LF 1,240.00 43. 8" Gate Valve 500.00 EA 1 EA 500.00 382,624.50 / \ / 91 err;• rust 1 CITY VWEWPORT BEACH - PUBLIC WORKS PORTMENT 1172 PROGRESS PAYMENT REQUEST NO. 5 FOR PERIOD ENDING August 29, 1975 PROJECT BAYSIDE DRIVE IMPROVEMENTS BUDGET NO. See Below CONTRACT NO. TEM NO. CONTRACT ITEM Budget Nos: 02- 3497 -008 02- 5574 -013 10,000.00 19- 3322 -021 10,000.00 50- 9297 -004 24,965.50 Original Contract Extras to Date Contract to Date Amount Earned Less VW Retention Less Previous Payments Amount Due this Request $388,680.50 382.624.50 19,434.00 318,225,00 +} 44,965.50 I hereby certify that the above amounts SIGN e OK 9 -� 7s 12, �LL CONTRACT PRICE rf Af�f/ t* %ir Y o 1497 PERCENT AMOUNT COMPLETE EARNED Send payment to: John Bebek Company 16706 Construction Way East Irvine, CA 92705 n n BY i ❑ PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. r -vC ONTROL TESTS ON MATERIALS • L✓ ACTUALLY ENTERING INTO WORKS. • • COUNTY OF ORANGE • ROAD DEPARTMENT 7r MATERIAL TESTING SECTION TEST NO. C -41C.t7 THRU Tf .Z? CONT. NO., RELATIVE COMPACTION SHEET NO oo i�-- P.O., AHFP MATERIAL TESTED Q �+ ^ DATE REPORTED p 7+7" - 7 PROJECT AGENCY \� CT . RESIDENT ENGINEER (INSPECTOR) CONT OR r��r SEND REPOR� /��CONSTRUCTION TESTED PERMITS B� SUBDIVISION n OUTSIDE AGENCY I{j DATE 7 DENSITY STD. COUNT- MOISTURE STD. COUNT- DENSITY COUNT TOTALCOUNT AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 /.O /i.CO Aome REQUIRED RC 90 95 AREA REJECTED ACCEPTED ®� MAAC -- �i.� P ROBE DEPTH DENSITY COUNT TOTALCOUNT AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 /.O /i.CO Aome REQUIRED RC 90 95 AREA REJECTED ACCEPTED 0 END OF MONTH BILLING //. CA RESIDENT ENGINEER (CITY ENGR.) BY MATERIAL ENGINEER F- 1151 -126.2 RELATIVE COMPACTION IN COUNTY OF ORANGE ROAD DEPARTMENT '7` El PRELIMINARY TESTS PRIOR MATERIAL TESTING SECTION TEST NO. C -4SX / THRU T S 311 TO AWARD OF CONTRACT. , A SHEE NO —/CONTROL TESTS ON MATERIALS RELATIVE COMPACTION CONTT NO., W.O., • L� ACTUALLY ENTERING INTO WORKS. P.O., AHFP R MATERIAL TESTED �����}C y GATE REPORTED 7 P PROJECT AFB =1s�VG �R�1�Tln►.1 AGENCY 1�'' wQ1. RESIDENT ENGINEER (INSPECTOR) 7 �' *1.1,QmC N1 CONT ACTOR [�1 —p�F s� SEND REPORT TO 1 IIt 25: 10N PERMITS SUBDIVISION OUTSIDE A NC DATE �•oX•, ^ /r/ TESTED BY iw�K DENSITY STD. COUNT— A" MOISTURE STD. COUNT— IN PLACE DENSITY (NUCLEAR GAUGE n&ICALIF 231 A= 1 LAB NO. C. qs'A 0 REQUIRED RC 90 AREA I REJECTED I ACCEPTED SITE STREET MATERIAL STATION DIST. FROM CL 1 ELEVATION PROBE DEPTH r All DENSITY COUNT TOTALCOUNT •AVG.COUNT DENSITY RATIO MOISTURE COUNT 0 TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % ``11 REMARKS: V /..i //.06 149. 6e) AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 AREA I REJECTED I ACCEPTED I] END OF MONTH BILLING /C.So RESIDENT ENGINEER (CITY ENGR.) BY MATERIALS NGIHEEF F- 1151 -126.2 RELATIVE COMPACTION (NN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C.C.O. No sport No.' ate Work Performed Date of Report —.1, m Proiect Name_f •. ' r: 'f DAILY EXTRA WORK REPORT Amount Authorized Previous Expenditure Today To Date No. $ $ - HOURLY RATE SMALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRE, UNDER STATE AND FEDERAL LAWS ANO COLLECTIVE BARGAINING AGREEMENT. tyuirmtry i E: r.. . otal Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Maferials The above record is complete and correct .QONTRACTOR'6 RPRE.ENTATIVE ., r z, .- z _ Sub -Total *15% (Sec. 9 -03 Std. Specs.) Total this report White to Inspector Yellow to Public Works Department Pink to Contractor For office use only Pd. on Est. No _ Checked by CITY OF NEWPORT BEACH • PUBLIC WORKS DEPARTMENT C.C.O. No Amount Authorized sport No DAILY EXTRA WORK REPORT Previous Expenditure ,€ "ate Work Performed y Today Date of Repo 4 1 7 To Date Project Nam e_r + / /adff Contract No. S 'HOURLY RATE SMALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS the above record is complete and correct GONTRACTOR'B RPRESENTATIVE INSPECTOR White to Inspector Yellow to Public Works Department Pink to Contractor Sub -Total *15% (Sec. 9-03 Std. Specs.) Total this report 2 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT C.C.O. No Amount Authorized eporf No. DAILY EXTRA WORK REPORT Previous Expenditure Date Work Performed _ - Today Date of Report__- f To Date I Project Name - Con +ract No. HOURLY RATE SHALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS The above record is complete and correct CONTRACTOR'. RPRESENTATIVE INdPeCrbR ' *15% (Sec. 9 -03 Std. Specs.) Total this report For office use only White to Inspector Pd. on &f. No. Yellow to Public Works Department Checked by Pink to Contractor O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTRA ROAD DEPT. _ O POTENTIAL SOURCE SAMfa Material Testing Section rJ - AFTER AWARD OF CONTRACT TEST NOI -P. r1 f -4r- ®CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. MATERIALS ACTUALLY Q ' CONT. N °. °. IW_ °_ ° °P. °.N ° °. ^NFPI "R 3eoua�L ENTERING INTO WORKS 1 i • Q SPECIAL TESTS C ' 3 FED. NO. J DATE REPTD.'1 MOISTURE AT COMPACTION % IF CONTRACT, USE CONTRACT ITEM _ ROAD NO. NAME TPROJEC/T RESIDENT ENGINEER - (INSPECTOR) �1Gs CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE f/j MAINTENANCE Lj SUB 'D 0 PERMITS O AGENCY: �) �. /II,GENCY `�1/AI SAMPLE (�' DEPTH LIMITS OF SAMPLE 21f1 • • FOR USE IN GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE AS U6E° 6PECIF. LIMIT6 SOUGHT COMPACTOR AIR PRESSURE P. S.: . MOISTURE AT COMPACTION % j DRY DENSITY OF BRIO., #/'U. FT. 21f1 STA91LOMETER VALUE "R" 2 1 EXUDATION PRESS, P.S.I. IV, THICK. INDICATED BY STAB INCHES THICK, INDICATED BY EXP. PRESS IN SP. OR OVEN DRY 6. S, D. APP. SUBBASE 1111 FINE BASE COARSE SURFACE 4 1. 1. 1 P. L. P. I. COHESION VALUE B TRAFFIC INDEX I6 FINE DURABILITY COARSE SPEC. BY EXUD. PRES6 J j BY E %PAN. PRE65 50 W " WET DRY 6 AVG. SG SPEC. UjQ a AT 60UIL. SPEC. 10 INDICATED MINIMUM THICK, OF COVER FOR ABOVE CONDITIONS, SU IIJ LART - SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MJD CURVE NO. REMARKS: ® BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER BY 9 RESIDENT ENGINEER (CITY ENGR.) F.3011•t21 AGGREGATE & SOIL COUNTY OF ORANGE . iS PRELIMINARY TESTS PRIOR ROAD DEPARTMENT TEST NO. C- qV THRU X0 TO AWARD OF CONTRACT. MATERIAL TESTING SECTION I SHEE NO CONTROL TESTS ON MATERIALS RELATIVE COMPACTION CONTT NO., W.O., • ACTUALLY ENTERING INTO WORKS. P.O., AHFP Q3 0o O 0 1 (e PORTED MATERIAL TESTED _ PROJECT_ 3A�( AGENCY AJE, 0&.A W'18 -75 RESIDENT ENGINEER (INSPECTOR) OFR �.>SC)/./ CONTRACTOR 5rcgr.. SEND REPORT TO: CONSTRUCTION PERMITS SUBDIVISION U OUTSIDE AGENCY DATE S-116-7!n TESTED BY H G C S& l` L.A DENSITY STD. COUNT- Z I MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGEz4o CALIF 231 F 1 14S LAB NO. C- � /T SI 7 AVERAGE AREA RC 45-19 O 90 95 AREA I REJECTED ACCEPTED SITE A C STREET EgM MATERIAL i t.♦ STATION DIST. FROM ELEVATION PROBE DEPTH COUNT -- - -�� -- MOISTURE COUNT TOTALCOUNT AVG -COUNT MOISTURE RATIO WATER LBS./FT.3 REMARKS: 1.9 Ii-too • 14-1 L«s(d I LI. S'o /6. So SS. OC AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA I REJECTED ACCEPTED EgM REMARKS: 1.9 Ii-too • 14-1 L«s(d I LI. S'o /6. So SS. OC AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA I REJECTED ACCEPTED 1] END OF MONTH BILLING 7+50 RESIDENT ENGINEER (CITY ENGR.) BY MATERIAA ENGINEER F -1151 -126.2 - RELATIVE COMPACTION IN • • DENSITY STD. COUNT- ZZ MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE7,401 CALIF 231 1 k4l COUNTY OF ORANGE • 76_ PRELIMINARY TESTS ROAD DEPARTMENT TEST NO. C. --i THRV X33 a r, LJ MATERIAL TESTING SECTION SITE TO AWARD OF CONTRACT. ACT. g 1` CONTROL TESTS ON MATERIALS RELATIVE COMPACTION SHEE NO CONTT NO., W.O., STREET -A ACTUALLY ENTERING INTO WORKS. P.O.. AHFP Rllco 00 1 to • MATERIAL TESTED 1p k5p MATERIAL F` DATE REPORTED v p ��1 �%b R G 1� PROJECT J;Ay ✓t1✓1F AGENCY NpW+4.sRT O RESIDENT ENGINEER (INSPECTOR) �AaX CONTRACTOR ULB 4L At K SEND REPORT TO: CONSTRUCTION CI PERMITS OUTSIDE AGENCY �{ DIST. FROM rt DATE TESTED BY "IY /9 AEZk • • DENSITY STD. COUNT- ZZ MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE7,401 CALIF 231 1 k4l LAB NO. C- 3 2 p 319 330 - - -- SITE ff3E1Fmwl�mrtl.rp g 1` STREET MATERIAL F` STATION O Z DIST. FROM rt ELEVATION .r. 'Z1 .-�)♦ �+Jr PROBE DEPTH MOISTURE COUNT TOTAL COUNT AVG. COUNT MOISTURE RATIO WATER LBS. /FT.3 • MAXIMUM DENSITY I W R - - - -- DENSITY ff3E1Fmwl�mrtl.rp COUNT MOISTURE COUNT TOTAL COUNT AVG. COUNT MOISTURE RATIO WATER LBS. /FT.3 • MAXIMUM DENSITY I W R - - - -- 11.06 `9.SO /4f..% Alt. aa AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED ❑ END OF MONTH BILLING µs. SO RESIDENT ENGINEER (CITY ENGR.) BY MATERIALS ENGI R F- 1151 -126.2 RELATIY# COMPACTION (Na COUNTY OF ORANGE OPOTENTIAL SOURCE SAMPLED ROAD DEPT. AFTER AWARD OF CONTRACT Material Testing Section ®CONTROL TESTS REPORT OF TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS P. Cr Cr OSPECIAL TESTS Class: A9 Size: IF CONTRACT. USE CONTRACT ITEM PROJECT NAME a/ s/Q RESIDENT ENGINEER (INSPECTOR)_ SEND REPORT TO: /�'f': � /CONSUj TION AGENCY_ 1JV OY SAMPLE FROM I"J L 8t- d 23 a/ DE AGE CONTRACTOR ❑ MAINTENANCE ❑ TEST NO. J� 4 1 a LO 6-40 FIELD NO. CONT. NO. OR CORY. OR P.O. NO. OR AXFPI "y C FED. NO. DATE RECEIVED e- DATE REPORTED _— .r SUB'D ❑ PERMITS ❑ LIMITS OF SAMPLE (FOR ]USE IN) LOCA. OF SOURCE OWNER OR QUANTITY MANUFACTURER D LOCATION ,./J REPRESENT[ DATE SAMPLED 2!-.2 S-7 S By / -([ e 40'� TITLE ® BILLING WILL BE MADE AT END OF MONTH BY MATERIALVENGINEER RESIDENT ENGINEER (CITY ENGR.) CONCRETE i MIX DESIGN • 1161 -e0.; . ®OM MEO,43m N OMEN ® BILLING WILL BE MADE AT END OF MONTH BY MATERIALVENGINEER RESIDENT ENGINEER (CITY ENGR.) CONCRETE i MIX DESIGN • 1161 -e0.; . CITY OFM&PORT BEACH - PUBLIC WORKS DEP�MENT PROJECT: BAYSIDE DRIVE IMPRO ENTS PROGRESS PAYMENT REQUEST NO. BUDGET NO. See Below 4 FOR PERIOD ENDING July 25, 1975 CONTRACT NO. 1897 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1. Clear and Grub 5000.00 LS 80% 4,000.00 2. 4" A.C. Pavement 18.00 /Ton 3. 1" A.C. Pavement 18.00 /Ton 4. Aggregate Base 11.00 /Ton 5. Type A Curb and Gutter 6.00 /LF 6. 4" P.C.C. Sidewalk 1.50 /SF 7. Res. Drive Approach 3.00 /SF 8. Comm'l Drive Approach 2.00 /SF 9. Concrete Block Wall 15.00 /LF 10. Adjust M.R. 200.00 EA 11. Adjust Meter Box 50.00 EA 12. 60" RCP 120.00 /LF 839 LF 100,680.00 13. 54" RCP 115.00 /LF 413 LF 47,495.00 14. 48" RCP 110.00 /LF 140 LF 15,400.00 15. 18" RCP 43.00 /LF 170 LF 7,310.00 16. 15" RCP 40.00 /LF 65 LF 2,600.00 17. Manhole a2 1,600.00 /EA 2 EA 3,200.00 18. Manhole #4 4,000.00 /EA 1 EA 4,000.00 19. Connection Assy. 500.00 EA 6 EA 3,000.00 20. Catch Basin 0 S 1,000.00 EA 1 EA 1,000.00 21. Catch Basin OL -A 1,600.00 EA 1 EA 1,600.00 22. Catch Basin OL 2,100.00 EA 1 EA 2,100.00 23. Concrete Collar 200.00 EA 5 EA 1,000.00 24. Drainage Outlet "B" 2,000.00 EA 1 EA 2,000.00 = CITY OF WPORT PROJECT: BAYSIDE DRIVE IMPROVEMENTS PROGRESS PAYMENT REQUEST NO. 4 BUDGET NO. See Below BEACH - PUBLIC WORKS DEfSfMENT FOR PERIOD ENDING July 25, 1975 CONTRACT NO. 1497 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 25. Reconstruct S.D. Outlet $ 2,000.00 LS 100% 2,000.00 26. PCC Encasement 100.00 /LF 8 LF 800.00 27. 8" C.I.P. Etc. 2,000.00 LS 100% 2,000.00 28. 8" V.C.P. 15.00 /LF 29. Sewage Pump Station 25,000.00 LS 70% 17,500.00 30. 18" Water Main 33.50/LF 2,904 LF 97,284.00 31. 6" A.C.P. 15.00 /1-F 286 LF 4,290.00 32. 18" Butterfly Valve 2,000.00 EA 5 EA 10,000.00 33. 01, Gate Valve 700.00 EA - - - -- - - - -- 34. 6" Gate Valve 300.00 EA 8 EA 2,400.00 35. 4" Gate Valve 400.00 EA 36. Reconnect Fire Hydrant 400.00 EA 1 EA 400.00 37. Install Fire Hydrant 1;000.00 EA 1 EA 1,000.00 38. Abandon Exist. Drain 3,000.00 LS 100% 3,000.00 39. 1k Water Service 500.00 EA 40. 2" Water Service 700.00 EA 41. Guard Underground Const. 2,000.00 LS 80% 1,600.00 42. 8" A.C.P. 20.00 /LF 43. 8" Gate Valve 500.00 EA $337,659.00 Budget Nos: 02- 3497 -008 02- 5574 -013 19- 3322 -021 50 -9297 -004 Original Contract $388,680.50 Extras to Date Contract to Date Amount Earned 337,659.00 Less IN Retention 19,434.00 Less Previous Payments 173,545.00 Amount Due this Request 144,680.00 19,680.00 20,000.00 105,000.00 I hereby certify that the above amounts and values are correct. SIGNED_ :: j - �'; �. � SIGNED Field EngirWer Odf 8''- k 73 - sY Send.payment to: John Bebek Company 16706 Construction Way East Irvine, CA 92705 CITY CfEWPORT BEACH - PUBLIC WORKS DVTME14T 1/72 PROGRESS PAYMENT REQUEST NO. 4 FOR PERIOD ENDING July 25, 1975 PROJECT BAYSIDE DRIVE IMPROVEMENTS BUDGET N0. See Below CONTRACT NO. 1497 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE t COMPLETE A EARNED Budget Nos: 02- 3497 -008 02- 5574 -013 19- 3322 -021 50 -9297 -004 Original Contract $388,680.50 Extras to Date Contract to Date Amount Earned 337,659.00 Less IN Retention 19,434.00 Less Previous Payments 173,545.00 Amount Due this Request 144,680.00 19,680.00 20,000.00 105,000.00 I hereby certify that the above amounts and values are correct. SIGNED_ :: j - �'; �. � SIGNED Field EngirWer Odf 8''- k 73 - sY Send.payment to: John Bebek Company 16706 Construction Way East Irvine, CA 92705 OPOTENTIAL SOURCE SAMPLED* AFTER AWARD OF CONTRACT I CONTROL TESTS ON C..Y MATERIALS ACTUALLY ENTERING INTO WORKS OSPECIAL TESTS PROJECT NAME RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUC COUNTY OF ORANGE ROAD DEPT. Material Testing Section REPORT OF TESTS ON P. C. C. Class: Size: - IF CONTRACT, USE CONTRACT ITEM OUTSIDE AGENCY 54 MAIN TEST 10. %V � '0v � �`�• fP T 3� FIELD NO. CUNT. N0. OR 16 IW.D. OR P,O. NO. OR AMFPI 3O O �a FED. N0. _ DATE RECEIVED DATE REPORTED S - // /-:� CONTRACTOR 1ANCEEj SUB'D PERMITS AGENCY V /Y G w U/ U G6 -C-rt SAMPLE FROM - �r LIMITS OF SAMPLE (FOR USE IN) %emu mh 'f"a'rr N t ✓tf G L/i� LOCA. OF SOURCE OWNER OR MANGIACTU RER ! LOCATION /, G Vf"x - 1 �]OANTITY ey7 ,.%e, LO.% [PRESENTED 7- / q I C • a V'/ / i n s 1 DATE SAMPLED BY TITLE ■ DESIGN OF mix COMPRESSION TEST " - �r EER WAM©®YfiM ®____- ��'� \-�[R�� -- MEMO NONE RESIDENT ENGINEER (CITY ENGR.) .. ! st,�s.z .. ® BILLING WILL BE MADE AT END OF MONTH By / // /o—' A " - �r EER CONCRETE & MIX DESIGN COUNTY OF ORANGE ROAD DEPARTMENT 71 ((�f y PRELIMINARY TESTS PRIOR MATERIAL TESTING SECTION TEST NO. C- •�THRU 417 Q I TO AWARD OF CONTRACT. SHEE NO 76 CONTROL TESTS ON MATERIALS RELATIVE COMPACTION CONTT NO., W.O., • `F' ACTUALLY ENTERING INTO WORKS. P.O•. AHFP oq3epQ/Mo 4 MATERIAL TESTED &IS 5 p 1 9 9-C-76' 1 DATE REPORTED PROJECTS�D� t¢� p AGENCY P RESIDENT ENGINEER (INSPECTOR) LY CONTRACTOR LpAll SEND REPORT T(Q� CONSTRUCTION PERMITS Q f SU BDIV IS4L G' OUTSIDE AGENCY DATE i+ �c� TESTED BV �` sot EM • i DENSITY STO. COUNT- MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 2311/ ) / X LAB NO. C- LT X7 X7C 14A7 rYWMrAr*M�� DRY DENSITY SITE MOISTURE% STREET L }gyp/ .y . ♦') /� MAX. DENSITY MATERIAL OPT. MOISTURE TOTALCOUNT STATION m�F 7v R.C. % 7 O O U �� DIST. FROM rL ELEVATION J .r �,�.• ��, PROBE DEPTH �• �� �� �� •z� MOISTURE COUNT TOTAL COUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY r��Z-fM ,O lhq,(p Ej�cff�= REQUIRED RC (M3 95 rYWMrAr*M�� DRY DENSITY DENSITY MOISTURE% COLN L }gyp/ .y . ♦') /� MAX. DENSITY OPT. MOISTURE TOTALCOUNT R.C. % O �� •z� MOISTURE COUNT TOTAL COUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY • ,O lhq,(p ♦Q REQUIRED RC (M3 95 AREA REJECTED ACCEPTED DRY DENSITY MOISTURE% i.710 ov• L }gyp/ .y . ♦') /� MAX. DENSITY OPT. MOISTURE R.C. % O �� REMARKS: 4s, 1 /.0o 7-7.Sa C.16.►o%d /Y.sa 87.00 C3 END OF MONTH BILLING AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC lom REQUIRED RC (M3 95 AREA REJECTED ACCEPTED 114 . So �'A&nw g?ati RESIDENT ENGINEER (CITY ENGR.) BY je MATERIALS ERGI q F RELATIVE CAYPACTI #N:,( - �t61 t26_i i CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWN DATE APPROVED PUBLIC. WORKS DIRECTOR R.E. N0: C Q 0,A/77Y 190 .447 V'::., . / J�P/QO,C /� ,... DRAWIyB I 21 I I C- 1497(C) See Contract File for Various drawings /z'/ Ile 4-1 G CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT I C.C.O. No Amount Authorized Afteport No DAILY EXTRA WORK REPORT Previous Expenditure $ Date Work Performed Today $ Date of Report / To Date $ i" P Project Name "< . �F., eJ,t.0 , %. ' Contract No. /4e' 92! Description of Work s /{ - HOURLY RATE SHALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS W - INSPECTOR l / 1 For office use only White to Inspector Pd. on Est. No. Yellow to Public Works Department Pink to Contractor Checked by y i •. -• .�_L. —•.— ..u....ra�+r�Jr�snv�.raaa> A '.iNSSIRd_ai_ EQUIPMENT y Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials AOL The above recprd is complete and correct - , CO;ITRACTOR'S RPRESENTATIVE ,, y y _. , Sub -Total OIJ% (Sec. 9.03 S. Specs.) Total this report W - INSPECTOR l / 1 For office use only White to Inspector Pd. on Est. No. Yellow to Public Works Department Pink to Contractor Checked by y i •. -• .�_L. —•.— ..u....ra�+r�Jr�snv�.raaa> A '.iNSSIRd_ai_ s D L D _ T O i D: A. HART,ANC. ` DUPLICATE 17291 IRVINE BLVD. - SUITE 58 NO TUSTIN, CALIFORNIA 92680 (714) 544 -9115 SAND - GRAVEL - BASE MATERIALS LOW BED SERVICE Invoiced Invoice Date I P.O, d Job a Tract x Delivery Address DATE DELIVERY TICKET NO. DESCRIPTION QUANTITY UNIT PRICE - MATERIAL CHARGES HAUL CHARGES TOTAL _ —f I TAX INCLUDED WHERE APPLICABLE 4 J (h� '� TERMS: NET CASH — 10th PROX. PLEASE -PAY LEASAY THIS AMOUNT _ _— � ` Thank You! REASON EXTRA CH A. .'' H - AR , IRVINE BLVD. STIN, CALIF01 (714) 544- -'4 , - _: 4_e ENSE TRAILK6LICENSE ko DATE MACK] P.O. NO, 7- JOB NO. xi OWN TRUiC!C NO. NAME TRUCI! 'LIC 8 MOVE TIME HOURS - ------- j (DFROM: EXTRA TIME HOURS ao REASON EXTRA CH A. .'' H - AR , IRVINE BLVD. STIN, CALIF01 (714) 544- -'4 , - _: 4_e ENSE TRAILK6LICENSE ko DATE MACK] P.O. NO, 7- JOB NO. xi OWN TRUiC!C NO. 107 MOVE TIME HOURS - ------- EXTRA TIME HOURS TOTAL TIME HOURS ATE PER HOUR" HAULCNARGES S PILOT CART —HOURS • PERMITS TOTALCHANGKS COUNTY OF ORANGE Ts ROAD DEPARTMENT tL PRELIMINARY TESTS PRIOR MATERIAL TESTING SECTION TEST NO. C -qda q THRU 4ma% TO AWARD OF CONTRACT. SHEE NO I CONTROL TESTS ON MATERIALS RELATIVE COMPACTION CONTTNO., W.O. • ACTUALLY ENTERING INTO WORKS. P.O., AHFP MATERIAL TESTED DATE REPORTED 7 - 2P— PROJECT CARkLATI i AGENCY kA PbfrAQ /4 RESIDENT ENGINEER (INSPECTOR) 0 CON TR ACi OR SEND REPORT TO: CONSTRUCTION PERMITS SUBDIVISION OUTSIDE AGENCY DATE TESTED BY N 2349410A DENSITY STD. COUNT- 2(� MOISTVRESTD.COUNT- • • 231 IN PLACE DENSITY (NUCLEAR GAUwGc r— ) LAB NO. C- 4"0644 QW aCCALIF 4y0` 4000 AREA REJECTED ACCEPTED MOISTURE DENSITY SITE A D COUNT - 1•�V STREET }�a0 /' A MAX. DENSITY -Sjl�yf,�,24, MATERIAL NS TOTAL COUNT �• �� TOTAL COUNT I, ! 4' I n STATION N �i 3 4 t AVG. COUNT DIST. FROM CL is ❑ENSITY RATIp �.�� ELEVATION +Z� �•3 5 �• Z (0 11 X10 Poe ivagriz PROBE DEPTH WET DENSITY /02. s S 2• O REQUIRED RC 90 95 AREA REJECTED ACCEPTED MOISTURE DENSITY cl COUNT COUNT - 1•�V '�Q� }�a0 /' A MAX. DENSITY TOTAL COUNT TOTAL COUNT I, ! 4' I n AVG -COUNT AVG. COUNT MOISTURE RATIO ❑ENSITY RATIp �.�� WATER LBS./FT.3 WET DENSITY /02. s 3• 2• O REQUIRED RC 90 95 AREA REJECTED ACCEPTED MOISTURE DRY DENSITY COUNT MOISTUREY - 1•�V '�Q� }�a0 /' A MAX. DENSITY TOTAL COUNT OPT. MOISTURE I, ! 4' I n AVG -COUNT R.C. /a•� MOISTURE RATIO .• E'Y WATER LBS./FT.3 Poe ivagriz WET DENSITY /02. s 3• 2• O REQUIRED RC 90 95 AREA REJECTED ACCEPTED DRY DENSITY OF MOISTUREY - 1•�V '�Q� }�a0 /' A MAX. DENSITY OPT. MOISTURE R.C. /a•� .• REMARKS: 2.o 11.40 zz.436 ,q I , Ij Iy.JO Sy. CO AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED ❑ END OF MONTH BILLING .� RESIDENT ENGINEER (CITY ENGRJ 8o ad BY � w MATERIALS ENG ER F -1151 -126.2 RELATIVE COMPACTION 114 COUNTY OF O94M -G I DATE 7J10/75 - AUDITOR CONTROLLER. x INVOICE NO. 17559' w P.O. BOX 567. v SOLD TO Y SANTA ANA, CALIFORNIA, ACCOUNTING C04C NUMBER city Beach "&.00 NAME . V�L/Gy YL Ii�cC Beach �y� ADDRESS 3M �.t 111out vard 3O.ft Ptwpe =l: beach* CA QUANTITY I DESCRIP 173-37v FUND •B.U. OB), D SU• OJ. ' Aoz- -.:. CTR KSl� " REFERENCE 1bG NUMBER ON REMITTANCES FOR zv PRICE I AMOUNT t F.t11 I 496.01 f..; Q132 F850 - 5.1 CUSTOMER EXTRA COPY i4�-� " REFERENCE THE INVOICE NUMBER ON REMITTANCES FOR PROPER CREDIT f..; Q132 F850 - 5.1 CUSTOMER EXTRA COPY i4�-� I� PRELIMINARY TESTS PRIOR ` -, TO AWARD OF CONTRACT. • CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS. RESIDENT ENGINEER NNSPECTORI SEND REPORT TO: CONSTRUCTION F- DATE DENSITY STD. COUNT - COUNTY OF ORANGE LAB NO. C- ROAD DEPARTMENT .. MATERIAL TESTING SECTION TEST NO. C -_ RELATIVE COMPACTION SHEET NO_ CO TANO.,W.O.. TENT. COMP. MATERIAL TESTED = $ DATE REPORTED AGENCY = $ PERMI7S 7-I TESTED BY CONTRACTOR SUBDIVISION [�' OUTSIDE AGENCY MOISTURE STD. COUNT- THRU IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 ) LAB NO. C- -HRS AT .. •REL. COMP. . AT $ TENT. COMP. SITE = $ M20 6 CALL. AT = $ STREET MATERIAL STATION DIST. FROM CL ELEVATION PROBE DEPTH DENSITY COUNT TOTALCOUNT • AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: TOTAL = FIELD INSPECTOR (BUS. MGR') F- 1151 -126.2 AREA RELATIVE COMPACTION FIELD TIME -HRS AT = $ •REL. COMP. . AT $ TENT. COMP. AT = $ M20 6 CALL. AT = $ TOTAL = FIELD INSPECTOR (BUS. MGR') F- 1151 -126.2 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED 0 END OF MONTH BILLING BY MATERIALS ENGINEER RELATIVE COMPACTION 114 COUNTY OF ORANGE ROAD DEPARTMENT ❑ PRELIMINARY TESTS PRIOR MATERIAL TESTING SECTION TEST No. C- THIRD - TO AWARD OF CONTRACT. SHEET NO • CONTROL TESTS ON MATERIALS R E L A T l Y E G O Y P A C T I O N CONT.. NO., W.O., ACTUALLY ENTERING INTO WORKS. P.O., AHFP MATERIAL TESTED DATE REPORTED ' PROJECT - AGENCY RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ PERMITS ❑ SUBDIVISION ❑ OUTSIDE AGENCY ❑ 1 DATE TESTED BY {� DENSITY STD. COUNT- MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- HRS AT = = $ • R REL. COMP. A SITE _ $ TENT. COMP. A AT = STREET 0 END OF MONTH BILLING H2O 6 CALL. A AT = = $ MATERIAL TOTAL = $ STATION BY MATERIALS ENGINEER F- 1151 -126.2 R DIST. FROM �L RELATIVI C COMPACTION ( (IQ ELEVATION PROBE DEPTH DENSITY COUNT TOTALCOUNT • AVG -COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG -COUNT MOISTURE RATIO WATER LBS./FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: RC 90 95 AREA REJECTED ACCEPTED FIELD TIME H HRS AT = = $ • R REL. COMP. A AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED FIELD TIME H HRS AT = = $ • R REL. COMP. A AT - _ _ $ TENT. COMP. A AT = = $ 0 0 END OF MONTH BILLING H2O 6 CALL. A AT = = $ TOTAL = $ FIELD INSPECTOR (BUS. MGR') M BY MATERIALS ENGINEER F- 1151 -126.2 R RELATIVI C COMPACTION ( (IQ OPOTENTIAL SOURCE SAMPLED AFTER AWARD OF CONTRACT G CONTROL TESTS ON 4J MATERIALS ACTUALLY ENTERING INTO WORKS OSPECIAL TESTS PROJECT NAME COUNTY OF ORANGE ROAD DEPT. T� Material Testing Section TEST NO. 3 REPORT OF TESTS ON FIELD NO. CORY. NO. OR Pr Cr Cr tW•O. CR P.O.NO. OR AHF11 'sue Class:A Size: IF CONTRACT, USE CONTRACT ITEM FED. NO. �J DATE RECEIVED / \J DATE REPORTEa� T RESIDENT ENGINEER (INSPECTOR) I7- z7- �A4n! -?Al CONTRACTOR SEND REPORT TO: CONSTRUCTION❑ OUTSIDE AGENCY MAINTENANCE0 SUB'D❑ PERMITS AGENCY�JJ'i/ SAMPLE FROM LIMITS OF SAMPLE (FOR USE IN) LOCA. Of SOURCE OWNER OR iJ �� QUANTITY MANUFACTURER 6 LOCATION ^`� /�- �1 ��1�� Y�% /� i - �1- REPRESENTED DATE SAMPLED �z-- Z::Z:� BY �, �'� // % "j TITLE ire — BY;� MAT @RIALS ENGINEER PROJECT FILE (BUS. MGR.) CONCRETE & MIX DESIGN `_ FtIEt -Ges x' DESIGN OF MIX COMPRESSION TEST % % % :% COMB. SPECS. CYL. NO. DATE BROKEN AGE (DAYS) PENET. SLUMP (INCHES) SACKS CEMENT PER C.V. PSI 3 2 J ; ra 4 16 30 60 100 2DO SAND EQUIV. DRY AVE. $PEC. C. V. COMB. SPEC. ADMIXTURE PER C.Y. PER C.Y. MIX DESIGN PER: PER C.Y. REMARKS: FIELD TIME CONC. CYL. COARSE SCREEN -AT FINE SCREEN SAND EQUIV. -AT CLEAN. VALUE -AT HRS AT = $ AT E -= $ AT = $ -= $ _= $ AT = $ -AT _= $ . 107ov"D BILLING WILL BE MADE AT END OF MONTH ire — BY;� MAT @RIALS ENGINEER PROJECT FILE (BUS. MGR.) CONCRETE & MIX DESIGN `_ FtIEt -Ges x' OPOTENTIAL SOURCE SAMPLED AFTER AWARD OF CONTRACT CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS OSPECIAL TESTS COUNTY OF ORANGE ROAD DEPT. - Material Testing Section IZ� TEST NO. �. REPORT OF TESTS ON FIELD NO. CONY. NO. On Pr Cr Cr IW.O.aR P.O. NO.OA AHFP) 4v Ii FED. NO. Class: Size: - DATE RECEIVED IF CONTRACT, USE CONTRACT ITEM DATE REPORTED / PROJECT NAME r2 ✓ - J1c I' C MIX RESIDENT ENGINEER (INSPECTOR) N.. Sf ,9 t %M io n! CONTRACTOR SEND REPORT TO: CONSTRUCT10NO OUTSIDE AGENCY® MAINTENANCE SUB'DQ PERMITSO AGENCY ( ' T 4 O A [ SJ i1 ,y c,4 CYL. NO. SAMPLE FROM DATE BROKEN AGE (DAYS) PENETI SLUMP (INCHES) LIMITS OF SAMPLE (FDA USE IN) i /\• i%1 �. [7 X S "% -� ' ✓. �- rA LOCA. OF SOURCE OWNER OR QUANTITY MANUFACTURER a LOCATION J' ' ^ REPRESENTED DATE SAMPLED - B - -7 �5 BY .I I v: -f •. S:) N TITLE By MA' TERIALS EXe INEER PROJECT FILE (BUS. MGR.) f CONCRETE & MIX DESIGN F I ISIJ6.2 L DESIGN OF MIX COMPRESSION TEST % % %% COMB. SPECS. CYL. NO. DATE BROKEN AGE (DAYS) PENETI SLUMP (INCHES) SACKS CEMENT PER C.Y. PSI 2 S �,- - -- - 5 iI7!_ 1 1, 6 T -' 2-9 1 4 3 e 4 B 16 30 50 100 200 SAND EQUIV. DRY AVE. SPEC. _ C. V. COMB. SPEC. ADMIXTURE V Z Z ��� �'I PER C.Y. PER C.Y. MIX DESIGN PER: PER C.Y. REMARKS: FIELD TIME CONC. CYL. � COARSE SCREEN _AT FINE SCREEN SAND EQUIV. HRS AT AT AT = $ = $ -= $ -= $ $ BILLING WILL BE MADE AT END OF MONTH _AT _= CLEAN. VALUE -AT -= $ AT _= $ .AT -= $ By MA' TERIALS EXe INEER PROJECT FILE (BUS. MGR.) f CONCRETE & MIX DESIGN F I ISIJ6.2 L 1 1 $. iR I•� s h vs OPOTENTIAL SOURCE SA AFTER AWARD OF CON' OCONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS OSPECIAL TESTS PROJECT NAME COUNTY OF ORANGE ROAD DEPT. Material Testing Section REPORT OF TESTS ON P. C. C. Class: 4 Size: IF CONTRACT.-USE CONTRACT 11 �• EST N0. FIELD NO. _ OR (CW.O. DROP O. N0. 011 AHFP) FED. NO. > DATE RECEIVED 'M DATE REPORTED -7- 3 7 J RESIDENT ENGINEER (INSPECTOR) ./ Q 44 / V`n! CONTRACTOR SEND REPORT TO: CONSTRUCTION E:] OUTSIDE AGENCY &�j MAINTENANCE SUB -00 PERMITS ED AGENCY _ f'i d T il: i vet s 7 A, 14 SAMPLE FROM OMITS OF SAMPLE (FOR USE IN) f I 7" yo L 1 -J LOCA. OF SOURCE FF OWNER OR ) - 7 QUANTITY MANUFACTURER G LOCATION l' :] A Ld n/ REPRESENTED DATE SAMPLED i, - / F J By Q V Cpn/ TITLE E. T PROJECT FILE (BUS. MGR.) F IISIW5.3 BY MATERIALS ENGINEER CONCRETE II MIX DESIGN I DESIGN OF MIX COMPRESSION TEST % % % o COMB. SPECS. CYL. NO. DATE BROKEN AGE (DAYS) PENET. SLUMP pNCNES) SACKS CEMENT PER C.Y. PSI 3 1 3 i t 3 S 4 6 16 30 SO 100 200 SAND EQUIV. DRY AVE. SPEC. C• V. COMB. SPEC. ADMIXTURE PER C.Y. PER C.Y. MIX DESIGN PER: PER C.Y. REMARKS: FIELD TIME / CONC. CYL. COARSE SCREEN FINE SCREEN SAND EQUIV. _AT CLEAN. VALUE HRS AT '/ v - $ ATE =$ DOE AT $ AT = $ _= $ AT _= $ AT -= $ AT -= $ BILLING WILL BE MADE AT END OF MONTH PROJECT FILE (BUS. MGR.) F IISIW5.3 BY MATERIALS ENGINEER CONCRETE II MIX DESIGN I BEBEK CO.' 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC.#177769 Our Job No. Customer's Order No DAILY WORK REPORT ,18 LABOR Hourly Total Job Time Occupation NAME MATERIAL Quantity Rate Hours Con[. Additional Unit No. DESCRIPTION ll I hereby acknowledge that the above "additional work" was performed, RV_ Hourly I Job Time I Id e I Repair I Leave f"T— --1 �„ Description of Repairs BEBEK CO. RV FOREMAN — SUPERINTENDANT 4.. i 13EBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC.#177769 I Our Job No Customer's Order No DAILY WORK REPORT 19 NAME LABOR Occupation NAME Hourly I Total Job Time MATERIAL Quantity Rate Hours Cont. Additional EQUIPMENT Unit No. DESCRIPTION Hourly Job Time Idle Repair Leave Description of Repairs Rate Cont. Additional Time Time Blank I hereby acknowledge that the above "additional work" was Performed. 1 BY BEBEK CO. fiY FOREMAN — SUPE R I NTE NDANT 13EBEK CO, i 16706 CONSTRUCTION WAY E, IRVINE, CA 92705 STATE LIC. #177769 Our Job No. NAME - i Occupation NAME REMARKS: I hereby acknowledge that the abovo "additional work” was performed. BY Customer's Order Hourly I Total Job Time Rate Hours FC.m . Additional • DAILY WORK REPORT MATERIAL 19 I Hourly I Job Time I Idle I Repair I Leave I I "— „� - - -1 Description of Repairs BEBEK CO. By FOREMAN - SUVERINTENDANT BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. 6177769 Out Job No. Customer's Order NAME DAILY WORK REPORT Date , 19 LABOR Hourly Total Job Time Occupation NAME MATERIAL Quantity Rete Hours Cont. Additional EQUIPMENT Unit No. OESCRIPTION Hourly Job Time Idle Repair Leave R etc Cont. Additional Time Time Blank Description of Repairs REMARKS: I hereby acknowledge that the above BEBEK CO. "additional work" was performed. BY BV FOREMAN — SUPERINTENDANT BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. /177769 I Our Job No Occupation I NAME Unit No. REMARKS: Customer's Order No. LABC Hourly Total T DAILY WORK REPORT 19 MATERIAL IQuantity DESCRIPTION I I Hourly Job Time Idle I Repair I Leave Rate Cont. Additional Tim, Time Blank Description of Repairs 1 hereby acknowledge that the above "additional work" was performed. BY BEBEK CO. RY FOREMAN — SUPERINTENOANT BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. 6177769 Our Job No NAME — Occupation I NAME I Unit No. I DESCRIPTION I hereby acknowledge that the above - additional work" was performed. BY - Customer's Order No LABOR Hourly I Total 1 Job Tirr Rate Hours Cont. I Add DAILY WORK REPORT 15 1 MATERIAL I Quantity EQUIPMENT Hourly Job Time Idle Repair Leave Rate Cont. Additional Time Time Blank Description of Repairs BEBEK CO. BY FOREMAN - SUPERINTENOANT BEBEK CO. i 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC.#177769 Our Job No. Customer's Order No DAILY WORK REPORT Date 19 1 LABOR Occupation NAME Hotal ob Rate urly T.O. Hrs J Cont. Time MATERIAL Additional Quantity Unit No I— DESCRIPTION I I Hourly Job Time Idle I Repair I Leave 1 Rate Cont. Atld iti onel Time Time Blank Description of Repairs REMARKS: 1 / ONC /Li 40 WIC G ACA a It.a� u yLa�'fa. i y I hereby acknowledge that the above / "additional work" was performed. BEBEK CO. By By FOREMAN —SUPE R INTENDANT y BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC.#177769 Our Job No. NAME Occupation NAME I Unit No. I DESCRIPTION 1 hereby acknowletlge that the above "additional work" was performed. BY Customer's Order Hourly I Total I Job Time Rate Hours F Cont. Additional • DAILY WORK REPORT MATERIAL 19 1 EQUIPMENT Hourly Job Time Idla Repair Leave Description of Repairs Rate Cont. Additional Time I Time Blank BEBEK CO. BY FOREMAN — SUPERINTENDANT i BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92706 STATE LIC. 0177769 Our Job No. Customer's Order No. LABOR Occupation NAME Hourly Total Job Time 'y Rate Hours Cont. Additional lR. /Cr c, J — i Unit No. • DAILY WORK REPORT Date MATERIAL 19 Quantity Description of Repairs I hereby acknowledge that the above BEBEK CO. "additional work" Was performed. BY BY FOREMAN — SUPERINTENDANT TESTING CLEANING CHLORINATING DAILY JCrB REPORT For Location Description Test Pressure CALL CLEANING & TESTING S E R V I C E COMPANY 10611 DAVIT AVE. GARDEN GROVE CALIFORNIA 531.7565 646 -1470 WATER SEWER STORM DRAIN Job No. Date " Day Measured Loss per Hr. Pipe Size Footage Allowable Loss Total Cost Total Loss No. & Size Services No. & Type F. H. CL 2 Injection CL 2 Retention 24 hr. Chlorination Rates Hours Hydrostatic Test Rates Hours Flushing Rates Hours I Equipment Accepted by: Foreman r BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. 0177769 Our Job No.I4. t- Customer's Order No NAME L : i DAILY WORK REPORT Date� I �= , 19 LABOR Occupation NAME Hourly I Total Job Time MATERIAL Quantity Rate Hours Cont. Additional Hourly Job Time 1 Idle I Repair Leave Unit No. DESCRIPTION1 _ 1 Description of Repairs I hereby acknowledge that the above "additional work" was performed. BY BEBEK CO. BV FOREMAN — SUPERINTENDANT r i BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. 8777769 Our Job No. NAME - Occupation Unit No. REMARKS: NAME DESCRIPTION Customer's Order No. LABOR Hourly Total Rate Hours Cont DAILY WORK REPORT MATERIAL 19— 1 Quantity EQUIPMENT Hourly .lob Time Idle Repair Leave Rate Cont. Atltlitional Time Time Blank Description of Repairs cknovvedge that the above BEBEK CO. work" was performed. BY FOREMAN — SUPERINTENDANT Job: Contract No. CITY OF NEWPORT BEACH j CALIFORNIA GRADE SHEET FOR THE CONSTRUCTION OF F.B. No. Pg. No. Offset Computed by Date 19 _ F LEFT SIDE -� � . Rom, 1 S0 NAM A charge will be made for resetting points lost through the carelessness of the contractor. Establish the grade line by using three or more consecutive points in order to detect any possible errors. Offset is to face at curb or to center line of pipe and cut or fill is to top of "curb or flow line of pipe, unless otherwise noted. i 1 i �. . �: 'F J I T-Vell ___ Zfe- I - - - ) Zog 446 I r,-��Po- nr,Greek-," & �,:'Assciciates Consulting Civil -,E ineers Ig I X phone (714) 997-2600 CONTRACTORS; ATTENTION Grades an given from top of stakes or mile. In caw of a sidewalk the given grade refers always to the top of the curb; In came of & pipe or flume it refers to the height of the botion of Invert, at beside- batim the sic" of swvwa*A to be one-*jwter Inch par foot fmat the outside edge of the curb. The coo n9c m n are cautioned to observe the folirwing.rule In wim the grade stakes 0~ by this office for putting In curbI6 vmU% sewers, flumes and all other work, Three conssm;ti" points that are sheen' to be an ti* awne rate of slope e.%A be used in cormnen In order that any variation ca* of a porfect straight grade may be detect aid In cue a" P�h discrepancy is found, the same awe be epost O*mwim this allme "I not bit responsible for any error in the grade of the ff "hed work ALL MADE SHEM ARE VOID AFTER 30 DAYS j_ Tt DATE, _GRADES LOCATI --MADE SHEIETJ 0 Cori.SMEETS TRACT-M mo .0 itEit". C STAKES- SET 1. — —cF STAKE-- ELEV. GRADEi F LEV. CUT FILL REMARKS P6. FK T --N-t - J- T- t q _.- -.._ _ ----------- _C -/�97 _ _---------------------- /.�AYS /OE �ORIf/E_ ifs0/�1.4 //�/ CITY OOWPORT BEACH - PUBLIC WORKS DEOTMENT PROJECT: BAYSIDE DRIVE IMPROVEMENTS PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING June 27, 1975 BUDGET NO. See Below CONTRACT NO. 1497 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1. Clear and Grub 5000.00 LS 80% 4,000.00 2. 4" A.C. Pavement 18.00 /Ton 3, l" A.C. Pavement 18.00 /Ton 4. Aggregate Base 11.00 /Ton 5. Type A Curb and Gutter 6.00 /LF 6. 4" P.C.C. Sidewalk 1.50 /SF 7. Res. Drive Approach 3.00 /SF 8. Comm'l Drive Approach 2.00 /SF 9. Concrete Block Wall 15.00 /LF 10. Adjust M.H. 200.00 EA 11. Adjust Meter Box 50.00 EA 12. 60" RCP 120.00 /LF 839 LF 100,680.00 13. 54" RCP 115.00 /LF 413 LF 47,495.00 14. 48" RCP 110.00 /LF 140 LF 15,400.00 15. 18" RCP 43.00 /LF 170 LF 7,310.00 16. 15" RCP 40.00 /LF 65 LF 2,600.00 17. Manhole m2 1,600.00 /EA 2 EA 3,200.00 18. Manhole 74 4,000.00 /EA 1 EA 4,000.00 19. Connection Assy. 500.00 EA 6 EA 3,000.00 20. Catch Basin 0 S 1,000.00 EA 21. Catch Basin OL -A 1,600.00 EA 22, Catch Basin OL 2,100.00 EA 23. Concrete Collar 200.00 EA 5 EA 1,000.00 24. Drainage Outlet "B" 2,000.00 EA t CITY •NEWPORT BEACH - PUBLIC WORKS 90RTMENT PROJECT: BAYSIDE DRIVE IMPROVEMENTS PROGRESS PAYMENT REQUEST N0. - BUDGET NO. See Below FOR PERIOD ENDING June 27, 1975 CONTRACT NO. 1497 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 25. Reconstruct S.D. Outlet $ 2,000.00 LS 100% 2,000.00 26. PCC Encasement 100.00 /LF 8 LF 800,00 27. 8" C.I.P. Etc. 2,000.00 LS 28. 8" V.C.P. 15.00 /LF _29. Sewage Pump Station 25,000.00 LS 30. 18" Water Main 33.50/LF 164 LF 5,494.00 31. 6" A.C.P. 15.00 /LF 32. 18" Butterfly Valve 2,000.00 EA 1 EA 2,000.00 33. loll Gate Valve 700.00 EA 34. 6" Gate Valve 300.00 EA 35. 4" Gate Valve 400.00 EA 36. Reconnect Fire Hydrant 400.00 EA 37. Install Fire Hydrant 1,000.00 EA 38. Abandon Exist. Drain 3,000.00 LS 100% 3,000.00 39. 1-1-2 Water Service 500.00 EA 40. 2" Water Service 700.00 EA 41. Guard Underground Const. 2,000.00 LS 50% 1,000.00 42. 8" A.C.P. 20.00 /LF 43. 8" Gate Valve 500.00 EA $202,979.00 CITY *EWPORT BEACH - PUBLIC WORKS EORTMENT 1/72 PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING June 27. 1975 PROJECT BAYSIDE DRIVE IMPROVEMENTS BUDGET N0. See Below CONTRACT NO NO. CONTRACT ITEM PRICE Budget Nos: 02- 3497 -008 I $104,603.00 02- 5574 -013 19- 3322 -021 50- 9297 -004 7,500.00 Original Contract Extras to Date Contract to Date Amount Earned Less IN Retention Less Previous Payments Amount Due this Request $388,680. c,.. $202979 19:434'. c9�i 6F y 61 442.0 $112,103.00 '± I hereby certify that the above amounts and values are correct. SIGNED�� % "'f��� �''- SIGNEE Field Eng" eer G. P. Ounigan, Jr: -' T497 OCRCENT-_7 AMOUNT COMPLETE t EARNED Send payment to: John Bebek Company T6706 Construction Way East Irvine, CA 92705 O W N E R C O P Y CALIFO*IA PRELIMINARY.&OTICE IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNZ CIVIL CODE CONSTRUCTION LENDER or Reputed Construction Lender, if any FOLIO HERE OWNER or PUBLIC AGENCY or Reputed Owner (on public work) (on private work) I City of Newport Beach 3300 W. Newport Blvd. Newport Beach, Calif. Public Works: Bayside Contact L 1495 FOLD HERE YOU ARE HEREBY NOTIFIED THAT . . . John Wismar (name and address of person or firm) 1910 San Juan Tustin, Calif. 92680 has furnished. or will furnish labor, services, equipment or materials of Ahe following general description: Heavy Equipment Rental (general description of the labor, se10c0s, equipment or Operated and Maintained or material furnished or to be furnished) for the building, structure or other work of improvement located at: Carnation and Ba"ide Dr. (address or description of job site Newport Beach. Calif. sufficient for identification) The name of the person or firm who contracted for the pur- chase of such labor, services, equipment or materials: Bebek Corp. 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 mechanics' liens. Trust funds to which person or firm giving this notice is required to pay supplemental fringe benefits: (Subcontractors on private work only) (address) Mailed this date: July 1- 1975 (signature) (title) This form is ovoiloble from: Form 1485 (3 -72) BUILDING INDUSTRY ASSOCIATION OF CALIF., INC. 1571 B..erly Blvd., Los Angels, Colifomia 90026 POTENTIAL SOURCE SAMPLED AFTER AWARD OF CONTRACT CONTROL TESTS ON A MATERIALS ACTUALLY ENTERING INTO WORKS OSPECIAL TESTS PROJECT NAME COUNTY OF ORANGE ROAD DEPT. Material Testing Section REPORT OF TESTS ON P. C. C. Class: Size: IF CONTRACT, USE RACT ITEM TEST NO. 7S- .319 39" FIELD NO. CONT. NO. OR (W•O.OR P.O.NO.OR AHFP) JUL-1f, FED. No, % DATE RECEIVED G-Z -40-7S DATE REPORTED 70 3'7S RESIDENT ENGINEER (INSPECTOR) AI. iO MMdON CONTRACTOR SEND REPORT TO: CONSTRU1CTIONw 1LOU�T SIDE AGENCY MAINTENANCE C] SUB'DC] PERMITS AGENCY �/ ry d i /I /iL IJYpIC'i �EAG/� SAMPLE FROM LIMITS OF SAMPLE (FOR USE L0CA. OF SOURCE OWNER OR MANUFACTURER G LOCATION DATE SAMPLED &- % C BILLING WILL BE MADE AT END OF MONTH BY 10 t V 'F t MIi TERIALS E PIG INEER RESIDENT ENGINEER (CITY ENGR.) CONCRETE i MIX DESIGN F 1151 -45.2 DESIGN OF MIX COMPRESSION TEST % % % % COMB. SPECS. PENET. SLUMP IINCNE51 SACKS CEMENT PER C.Y. PSI 3 6 19 2 z Mt.-?3 1 v 0 2 � z AI A, • V I 2 1 ] 9 4 B 16 30 50 100 200 SAND EQUIV. DRY AVE. SPEC. C. V. COMB. SPEC. ADMIXTURE IYOZZ - A/oRIIMAI- PER C.Y. PER C.Y. MIX DESIGN PER: PER C.Y. REMARKS: BILLING WILL BE MADE AT END OF MONTH BY 10 t V 'F t MIi TERIALS E PIG INEER RESIDENT ENGINEER (CITY ENGR.) CONCRETE i MIX DESIGN F 1151 -45.2 OPOTENTIAL SOURCE SAMPLED AFTER AWARD OF CONTRACT ®CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS OSPECIAL TESTS COUNTY OF ORANGE ROAD DEPT. Material Testing Seetiaa REPORT OF TESTS ON P. C. C. Class: ``a- - Size: IF C CINTWACT, USE CONTRACT ITEM TESTNO. /S- 3L3-S&L FIELD NO. CONT. NO. OR , (W.O.OR P.O. NO.OR AHFP) �i..[._LJ S FED. NO. /� DATE RECEIVED L-S��7S DATE REPORTED 7 -I — I X PROJECT NAME _ WA 01 PA 11-19 ►(�J.CJ RESIDENT ENGINEER (INSPECTOR) J 204ALSGA4 CONTRACTOR SEND REPORT TO: CONSTRUCTION OpU AGENCY ® MAINTENANCE 0 SUB'D Q PERMI TS E) AGENCY L I T N �T �TSIDE L:D F�p.QT d ALL/ SAMPLE FROM LIMITS OF SAMPLE (FOR USE IN) t y S �- /// N 2 LD ray ° S D i rA [. t8y LOCA. OF SOURCE OWNER ON r MANUFACTURER ` REPRESENTED .• DATE SAMPLED (a- ! S BY J. J AffMAOAI TITLE RESIDENT ENGINEER (CITY ENGR.) IF 11 D1 -IS.2 9 BILLING WILL BE MADE AT END OF MONTH BY �.E� ►(�J.CJ MAT RIALS INEER ©FFM WPM mmm ®���� 00 PER C. PER C. RESIDENT ENGINEER (CITY ENGR.) IF 11 D1 -IS.2 9 BILLING WILL BE MADE AT END OF MONTH BY �.E� ►(�J.CJ MAT RIALS INEER CONCRETE III MIX DESIGN BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92706 STATE LIC, #177769 Our Job No DAILY WORK REPORT Customer's Older No. Date 19 LABOR Occupation NAME Hourly Total Job Time Rate Hours Cont. Additional MATERIAL Quantity Y.' Hourly Job Time J Idle Repair Leave Unit No. DESCRIPTION rT..� _. Description of Repairs REMARKS: y acknowledge that the above onal work" was performed. BEBEK CO. BY FOREMAN — SUPERINTENDANT BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. 6177769 DAILY WORK REPORT Our Job No. Customer's Order No. Date ' 19 NAME I LABOR Hourly Total Job Time Occupation NAME MATERIAL Quantity Rata Hours Cont. Adtlitional EQUIPMENT Hourly Job Tima Idle Repair Leave URIL No. DESCRIPTION Description of Repairs Rate Cont. Additional Time Tima Blank I hereby acknowledoe that the above "additional work" was Performed. BEBEK CO. By FOREMAN — SUPERIIN TENDANT x f W 1 0' ` + OL $ it to r E.}tI°9T_Ia' u 9 X W V ,059M1TF1- 15LAIR ;}41% WITH STAINLESS STEFt_ BOLTS` (4 I A.C.P I RT x RT x F2T ( A•C.P VAWE wkTH T2EDUGelk \\ 10" C. I. Ids u FLCj.. FAG. ADAPTER ... FLG x R-C . CONNECTION MODIFICATION Iw TRAN5M155ION MAIN TO 10" CAST -IRON CITY OF NEWPORT BEACH DRAW JL• DATE 7 / 7S PUBLIC WORKS DEPARTMENT APPRO --- BAYSIDE DRIVE AT PUBLIC WORKS DIREC��j�� MARGUERITE AVENUE (C.714-91) R.E. N0.75JT DRAWING NO. W- .5112 - :•• • 0 ,• GRADE COMPUTATIONS COMPUTED BY: ✓` $ DATE X95 JOB N0. 0-1497 SHT. NO..L_OFL_ CHECKED BY DATE LOCATIONgAY5 140EAaAPIVAfSf- Af1xai46 POINT ON TANGENT STATION PERCENT OF GRADE VERTICAL CURVE.., LENGTH ELEVATION ON TANGENT VERTICAL CURVE CORRECTiI ELEVATION ON FINISH GRADE REMARKS C 4t 84 5780 5 t/Z ,+25 57.60 25+54 57.48 t 75 7.35 26 S7. 2Z EC Zio•fIZT= IG >� 4. 26t S'c. .83 f44 C+8 Z74451S S6•G8 CIS 27 +45 4.sz G f 4 54 53.35 26;A-Z4 liO 5 /.GZ EG t•45QZ � � Z o.G4 z 4�7 74 o az .9. REV. STANDARD APPR. Pon, Greek &*Associates -7, Consulting, Civil Engineers • phone (714) 997-2600 CONTRACTORS, ATTENTION Grades are given from top of stakes or nails. In case of a sidewalk the given grade refers always to the top of the curb; in cost of a pipe or flume it refers to the height of the bottom of Imert, or inside bottom; the slope of sidewalks to be one -quarter inch per foot from the outside edge of the cwdx The contractors are cautioned to observe the following rule in using the grade stakes given by this office for putting in curbs, walks, sewers, flumes and all other work: Three consecutive points that are shown to be on the same rate of slept must be used in common In order that any variation out of a perfect straight grade may be detected, and in case any such discrepancy is found, the same must be reported. Otherwise this office wail not be responsible for any error in the grade of the finished work. ALL GRADE SHEETS ARE VOID AFTER 30 DAYS L GRADES LOCATION DATE 7 TRACT NO JOB NO MADE BY SHEET OF SHEETS REFERENCE STAKES SET —L—FT OF—*,- STA STAKE ELEV. GRADE ELEV. CUT FILL REMARKS 7 �7 7 7 4. _7 4 + C, 7 yl Don Greek . &$Associates 0 L,� � =. Consulting Civil Engineers phone (714) 997 -2600 CONTRACTORK ATTENTION .. Grades are given from top of stakes or naffs In ease of a "walk the given grade refers always to the top of the curb; in Casa of a ... pipe or flume it refers to the height of the bottom of Invert, or inside bottom; the slope of sidewalks to be one - quarter inch per foot from the outside edge of the raxb. The contractors are cautioned to observe the following rule in using the grade stakes given by this office for putting in Curbs, walks, .. sewers, flumes and all other work: Three consecutive points that are shown to be on the same rate of slope must be used in Common In order that any variation out of a perfect straight grade -may be detected, and in case any such discrepancy is found, the same must be reported. Otherwise this office wlil not be responsible for any error in the grade of the finished work ALL GRADE SHEETS ARE VOID AFTER 30 DAYS GRADES LOCATION :7 DATE TRACT NO JOB REFERENCE STAKES SET_-��-FT OF i ®I�I�I�I�I lil ®ICI ®ICI �{ l�lll ®ICI � I ®I ®I ®I ®ICI ♦ .i ®! ®I ®I ®ICI i! ®I ®i ®ICI '�li�l ®i ®I ®ICI ICI ®I�l ®I_i Iil�ll ®ICI ®I ®I -I i ®ill ®I ®ICI ®I ®I ®I ®ICI { ®I ®I ®I ®ICI ®I ®i ®I ®101 III ®i ®I ®ICI �I ®l ®I ®I ®ICI ®I ®I ®I ®ICI ®I ®I��I ®ICI 1�i ®I ®I ®ICI 1 ®I ®ill ®I�1 ill ®I ®I ®I ®I ®I ®I ®i ®ICI ®i ®I ®i ®ICI ®I ®I ®I ®ICI III ®ICI ®ICI I�I�I�I�I ®I III ®I ®IlIII�I 6 ,C, 73% _ r fc.f•. Gad Get' U rl e Tozd .5 SO .3K 7 59 I Else. 4. 5 (7u) x.57 r6 Gam) RyssdE ale ofr • "' i %;sc• z e� Bt) y 5 E D4 112A9 r64 e 0,1 1 GO/.D6i�!/c�OD L Lt 0 Z3+ 6G— qk t "L 3 s pe� IWE- �I t y z2 +TZ5 0" .D. foe �P�f �✓ i 67l, it) 77�0{>?- 1 e ?y +r6.''� .8'.. JL✓C,Q 1 '. 5 �T- F3- l�C�"<W�L –�— for�'� k I s V� let f r d eta, I ° /a+e, s le R' 1 � l r� R i 1 . -... P f ha lf5 ,exyS ' #- . ^ uri/-/.,n KI I •I : • z l +'I3 5 1&" 51s"o PIP. — 3L1-36 Qiot MOM aG � � z9� --�— g T� • i nn ' g3 3 Pr` !j1 29-198 �3Ew'E,e�oP �h�.ls, �, td T, 5 NkL�' h 3 z C I • W -5 //Z- / r it x 7/7e COIJAI C"*4C 7101V Ale0 11`1eA7'1,01V 7-1C,4A1.SW1SS14V 41AIV r6 /,0 1,e4AI 13,"SIA04- :5),e1vt' 4r M,9R6VeR1re,4YzNU& ('C-1477) Job: Contract No. CITY OF NEWPORT BEACH CALIFORNIA GRADE SHEET FOR THE CONSTRUCTION OF o. No. Offset Computed by Date �-, ,06, 197-N IMSIDE (—) CENTER LINE 4M SIDE (— STATION STAKE ELEV. GRADE ELEV. CUT OR FILL STAKE ELEV. GRADE ELEV. CUT OR FILL STAKE ELEV. GRADE ELEV. CUT OR FILL %917 CO, 67 W-ft 9A 5�6-57 ev. ti�4 C 4-7? 71-io ,574#- C,6..l 7 A charge will be made for resetting points lost through the carelessness of the contractor. Establish the grade line by using three or more consecutive points in order to o detect any possible errors. Offset is to face at curb or to center line of pipe and cut or fill is to top of curb or flow line of pipe, unless otherwise noted. • r 1- -9 z x ^V& 7/7E C,O,VAI CdWIVZrC 7-1.41V MeoO11`1L-4714A1 7-le4AtSW1-'-S 16V 41 A / Al 76 140 CAST 1.,ea IV /OoIVSAOC- 0.-elvC A r 4114NUE ('C-14-97) O W N E CALIFOIA PRELIMINARY NOTICE IN ACCOR E WITH SECTION 3097 AND 3098, CALIFORN VIL CODE THIS IS NOT A LIEN, THIS IS NO'" REFLECTION ON THE INTEGRITY OF ANY CO ACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT .... MARM SU= P-0. Box 6290 (name of person or firm furnishing labor, services, :) CONSTRUCTION LENDER or equipment or material) - Reputed Construction Lender, if any. 2840 Peat ii—t Street (address of person or firm furnishing labor, services, 1r� Santa Ana California 92706 µ�*% 4a.t 'q'x, ement ur material) Blvd " has furnished or will furnish labor, services, equipment or # 92w materials of the following general description: L Att�ti IlC t+Tol`% D6 J ACPioe�C_I.Fittinrs,Valy� (general escnpLOn of the labor, sues, egwpment or Hydra, ts Br ServiceMaterial matena furnished or to be furnished) Reed items f?r Ha�erS�st� FOLD HERE for t, w mg, structure dr of er Worl( -o improvement located at: Bayside Drive Improvement] CERTIFIED MAW 695616 (address or tlesoription of lob site RETURNED RECEIPT REQi3ESTBD C=tract #1 97, "rt Beach,Ca sufficient for idenbf.catwn) The name of the person or firm who contracted for the purchase of such labor, services, equipment or material is: OWNER or Ror Reputed Owner (on private work) PUBLIC AGENCY Bebek CoxW�.tj.1� (on public work) (name and �dtlrK of person or firm) F C City of Newport Beach 0 3300 Newport Blvd Newport Beach, Calif 92660 P L Attnt Engineering Dept Construction loan no. Y POLO HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any (if known) An estimate of the total price of the labor, services, equipment or materials furnished or to be furnished is: (DO ar oun a be urns ¢ o construction lender - optional as to owner or contractor) Trust Funds to which Supplemental Fringe Benefits are Payable. (name) (address) (name) (address) (name) (address) (name) (address) (Material men not required to furnish file above) 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. Dat gnatu rye`) � g (ti Secty J¢ P on —eTTem be, 1 714 end This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION - (213) 3827151 BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. /177769 Our Job No. NAME , Occupation I Unit No. NAME DESCRIPTION I hereby acknowledge that the above "additional work" was performed. BY i DAILY WORK REPORT Customer's Order No. Date 19 LAB Hourly Total MATERIAL I Quantity Hourly Job Time Idle I Repair I Leave Description o1 Repairs T. Rate CoCO n�al Time Time Blank BEBEK CO. BY FOREMAN — SUPERINTENDANT BEBEK CO. 16706 CONSTRUCTION WAY E, IRVINE, CA 92705 STATE LIC.#1177769 Our Job No Occupation Customer's Order x_\:;67: DAILY WORK REPORT 19- Quantity Unit No. REMARKS: DESCRIPTION Hourly Job Time Idle I Repair I Leave Rate Can Time Time Blank Description of Repairs I hereby acknowledge that the above "additional work" was performed. BY BEBEK CO. RY FOREMAN — SUPERINTENDANT (• � (o ti ire �c L51-7 L 43+ 71 Z2 +4Z$ 1-7 +6. SY I )s!'4 . � --,4 1/ .-Z Ic 0ro' rf , jf'�j. TI?O?oe- 70 . G7 sr� i i 0 Uob: Contract CITY OF NEWPORT BEACH CALIFORNIA L GRADE SHEET FOR THE CONSTRUCTION OF foo T /770 No. Pg. No. Offset 8' Computed by,� �J -� to G 30 19%5 charge will be made for resetting points lost through the carelessness of the contractor. ; stablish the grade line by using three or more consecutive points in order to detect any. possible ., rrors. Offset is to face,-at curb or to center line of. pipe, and cut or fiII. is, to top of curb- or Job: Contract No. A5'&2%% _e 1¢97 CITY OF NEWPORT BEACH CALIFORNIA GRADE SHEET FOR THE CONSTRUCTION OF Gdi 172Fe G�25;7 cG Cf A3 6'- �4 k/5,6o S , — �M No. Q No. - Offset 8 Computed bysB- Date G 26 1975 ' A charge will be made for resetting points lost through the.carelessness of the contractor. Establish the grade line by using three or more consecutive points in order to detect any possible errors. Offset is to face at curb or to center line of, pipe and cut or fill is to top of curb- or { flow line of pipe, unless otherwise noted: . i■ii■�i■■ �i��� ■�i■_■■�iii ■■■■�i■�■ii■�i�i ■�i�iCi i■■ A charge will be made for resetting points lost through the.carelessness of the contractor. Establish the grade line by using three or more consecutive points in order to detect any possible errors. Offset is to face at curb or to center line of, pipe and cut or fill is to top of curb- or { flow line of pipe, unless otherwise noted: . PUBLIC WORKS DEPIOMENT City of Newport Beach PLEASE . w 11.11•, 1. .r 6. 1t 1 / . 2. G 7. Prepare Written Report 3. Information B. Prepare Reply i File 9. Post on Atlas Map 5. Signature 10. /eUirU:14.'iil � i1 1 PLEASE 1. Handle 6. Review and Comment 2. See P.W.D. 7. Prepare Written Report 3. Information B. Prepare Reply 4. File 9. Post on Atlas Map 5. Signature 10. For your Approval REMARKS —s.... __"14 ,14+ I V W1 SA vd C kes - rde di, �� _ 4 175 �--E, SUFTE" RVtN: .......... . .......... ................................:....:_._a............ ................... ...... ... . -- ---- ..... .. J.: ......... ...................... .................... ......................... .. liL ....... . ... . ................................... .......... TO. ....... ............. .... ............ ......... ..................... .......... '3UBJECT .... . ... .... ...... ..... ...... ..... .......... ..... ........ ... . ........ .......................... ..... ........ f ...... ...... ............ ........... .. ........................................... ....................... ............. ................. .......... ................. ... ................ ......... ........ .................. .......................... ... .............. ................... .................. ......... DATE .. ........ ...... ............ . ...... - ............ . ........... ... ................ ............... ............ ................. — ................................................................................... . ............. - ..... ..... ............................ ... ............ .. .............. ......................... .. ........... ......................... .............................. . . ........ .. ......... .. ..... . . .............................. ...... . . ........ .......... ............ ....... .......... . .................... ...... .............. .......... ...... ... ..................... . .............. .. ........................ ........ . .. . .... . .. ............. .. ....... <' ..................... ................. ..................... .............. .. ................ . .......... ....... ................... ............. . ............... ......... . ............... - ...... ...... ......... ..................................................... . ...................................... .......... . .......... ................................:....:_._a............ ................... ...... ... . -- ---- ..... .. J.: ......... ...................... .................... ......................... .. liL DATE ....... . ... . ................................... .......... DATE PA I J#C SOILS ENGINEERING, INC. ff Daily Field Engineering Report Work Order 1%4o. Test Location Client Moisture —Gnteint % Report No Page I of 3 1 Locati 'rh r .0-1/N Grading Cont'r Date UN + Day Tract No. 4 Job Supt. Fid. Engr. Hours Type & No. of Rigs in operation Te—s t No. Test Location Elevation Moisture —Gnteint % Dry D e &'I'f y P.C. F. Relative -0/o Compaction 56iT Type 0.2 J/ d, 4 4 Rprnnr4q- COUNTY OF ORANGE ROAD DEPARTMENT 74— ,/ p PRELIMINARY TESTS PRIOR MATERIAL TESTING SECTION TEST NO. C- x6ord THRU 191? I TO AWARD OF CONTRACT. SHEET NO RELATIVE COMPACTION • ACT UAOLLY ENTER NG AINTO S. I WORK P.O.. AHFP W O MATERIAL TESTED GATE REPORTED PROJECT IR 1 - 1;- 1�t�„f AGENCY mrw IZ RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION C' PERMITS E] SUBDIVISION a OUTSIDE AGENCY �( DATE (17,.s --tr TESTED BY 6E.L C7 �'EZ A L I 1 DENSITY STD. COUNT- Zz. MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE, to CALIF 231 �7 LAB NO. C- SO4 81 DENSITY SITE A U COUNT STREET BhYSI MATERIAL S ---..-- TOTAL COUNT STATION Cf + 10 -- -- AVG.COUNT DIST. FROM CL 11 p � I ELEVATION CA M-T PROBE DEPTH MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 DENSITY COUNT t TOTAL COUNT �_ - - -- -- AVG.COUNT Z 2 DENSITY RATIO CA M-T MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 REMARKS: /.O / /.00 ".00 2- 1 -no lot ILl•$° Z9e0 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA _ REJECTED _ ACCEPTED 0 END OF MONTH BILLING RESIDENT ENGINEER (CITY ENGR.) BY MATEMALS ENGINEER F i16U11'63, RELATIVE COMPACTION (IQ OPT. MOISTURE �_ - - -- -- REMARKS: /.O / /.00 ".00 2- 1 -no lot ILl•$° Z9e0 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA _ REJECTED _ ACCEPTED 0 END OF MONTH BILLING RESIDENT ENGINEER (CITY ENGR.) BY MATEMALS ENGINEER F i16U11'63, RELATIVE COMPACTION (IQ PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION 7S TEST NO. C- �SSa THRU Z `� }� V J �� ACTUAOLLY ENTERING AINTOI WORKS. RELATIVE COMPACTION SHEET NO `ll P.O., AHFP W O •l=' MATERIAL TESTED ��JJ DATE REPORTED L -'J (� - -7 L PROJECT ggysi�_•�- [�.[Z �1,4Tih� l AGENCY C RESIDENT ENGINEER (INSPECTOR) �T'�4. }�1� CONT ACTOR SEND REPORT TO: CONSTRUCTION PERMITS SUBDIVISION F-1 OUTSIDE AGENCY MATERIAL DATE iW_4 /,!�j5 TESTED BY TA"- I4krw! Cam. DENSITY STO. COUNT- MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED SITE STREET MATERIAL STATION DIST. FROM CL O/ c+} I. ELEVATION _ / PROBE DEPTH g, ri A el DENSITY COUNT TOTALCOUNT • AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG,COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: da s4410,1a iy.se lk • `io.&0 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED 0 END OF MONTH BILLING RESIDENT ENGINEER (CITY ENGR.) By � MATERIALS EN61yR R� F- 1151 -126.2 RELATIVE COMPACTION (III L E N D E R r S C O P Y CALIFO&NIA PRELIMINARY ZOTICE IN ACC IS CE WITH SECTION 3097 AND 3098, CALIFOR VtL CODE THIS IS NOT A I IEN, THIS IS_ A REFLECTION ON THE INTEGRITY OF ANY Cu RACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT ... CONSTRUCTION LE Reputed Construction City of Newport Bet 3300 Newport Blvd Newport Beach, Cali L Attn: Public Works FOLD HERE R °r deACEIVED \ r rf PUBLIC WIRKS JUN 2 01975b. Z CITY OF / NEWPORT BEACH, A, MARDEN SUSCO P.O. Box 6290 (name of person or firm furnishing labor, services, equipment or material) 2840 West First Street (address of person or firm furnishing labor, services, Santa Ana, California 9_2.706 equipment or material) has furnished or will furnish labor, services, equipment or materials of the following general description: .3' ra J ACPipe.C.I.Fittings,Valves, (general description of the labor, services, equipment or Hvdrants,Br.ServiceMaterial material furnished or to be furnished) Related Items for WaterSystem for the building, structure or other work of improvement CERTIFIED MAIWi 695616 RETURNED RECEIPT REQUESTED OWNER or or Reputed Owner Ion private work) L Construction loan no locitedat: Bayside Drive Improvement (address or description of lob site Contract #1497,Newport Beach,Ca sufficient for identification) The name of the person or firm who contracted for the purchase of such labor, services, equipment or material is: PUBLIC AGENCY Bebek Corporation Ion public work) (name and address of person or firm) 16642 Construction Way West each lif 92660 g Dept J (if known) FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any c Bebek Corporation 16642 Construction Way West Santa Aria, Calif 92705 L I Santa Ana, Calif, 92705 An estimate of the total price of the labor, services, equipment or materials furnished or to be furnished is: $ 19,000.00frAPPROXfr (Dollar amount must be furnished to construction tender - optional as to owner or contractor) Trust Funds to which Supplemental Fringe Benefits are Payable. (name) (address) (name( (address( (name) (address) (name) (address) (Material men not required to furnish the above) 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. Da une 18 '1075 ignature) (ti aurice H. Jensen,Asst Secty Telephone Number ( 71:4 )--5tt--6t2t- This form Mo. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION - (213) 3627151 ... NUMBER REBP.. .�FURO•B.V. NAME a�B�t�y of ftwPort reach 2"/�.50 11'151 4W /�� 832 ADDRESS 3.>•W B1 A = �.'.... 10.04 0352 490 001 . T. 50.50 + 45.50 + 60.00 + 20.00 + 40.00 + 74.50 + 20.00 + LUSct -av 310-50 T PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. rl CONTROL TESTS ON MATERIALS . ACTUALLY ENTERING INTO WORKS. COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C- RELATIVE COMPACTION CONTTNO., W.O., P.O., AHFP MATERIAL TESTED DATE REPORTED PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION PERMITS SUBDIVISION OUTSIDE AGENCY 0 _ "w DATE TESTED BY DENSITY STD. COUNT- MOISTURE STD. COUNT- TH RU IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED SITE TENT. COMP. AT = S E] END OF MONTH BILLING STREET H2O 6 CALC. AT = S TOTAL = $ MATERIAL FIELD INSPECTOR (BUS. MGR-) BY MATERIALS ENGINEER STATION F- 1151 -126.2 RELATIVE. COMPACTION DIST. FROM CL (fij - - ELEVATION PROBE DEPTH DENSITY COUNT TOTALCOUNT • AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG -COUNT MOISTURE RATIO WATER LBS -/FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED FIELD TIME -HRS AT = $ •REL. COMP. AT = § TENT. COMP. AT = S E] END OF MONTH BILLING H2O 6 CALC. AT = S TOTAL = $ FIELD INSPECTOR (BUS. MGR-) BY MATERIALS ENGINEER F- 1151 -126.2 RELATIVE. COMPACTION (fij ' A � PRELIMINARY TESTS PRIOR Ej TO AWARD OF CONTRACT. • ❑ CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS. RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION DATE COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C- THRU RELATIVE COMPACTION CON;NNOO., W.O., P.O., AHFP MATERIAL TESTED DATE REPORTED AGENCY PERMITS 0 TESTED BY DENSITY STD. COUNT - SUBDIVISION E] TRACTOR -' OUTSIDE AGENCY Q MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- AT = $ • REL. COMP. AT = $ TENT. COMP. SITE = $ HZO A CALL. AT = $ STREET MATERIAL STATION DIST. FROM CL ELEVATION PROBE DEPTH DENSITY COUNT TOTAL COUNT • AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: TOTAL =$ FIELD INSPECTOR (BUS. MGR') F- 1151.126.2 AREA RELATIVE COMPACTION FIELD TIME -HRS AT = $ • REL. COMP. AT = $ TENT. COMP. AT = $ HZO A CALL. AT = $ TOTAL =$ FIELD INSPECTOR (BUS. MGR') F- 1151.126.2 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA I REJECTED I ACCEPTED C END OF MONTH BILLING V BY MATERIALS EIiY�E6R„ RELATIVE COMPACTION (IQ • ^ PRELIMINARY TESTS PRIOR L-I TO AWARD OF CONTRACT. �I CONTROL TESTS ON MATERIALORS L ACTUALLY ENTERING INTO WK: PROJECT COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C- THRU SHEE NO RELATIVE COMPACTION I CONTTNO.,W.O., P.O., AHFP MATERIAL TESTED DATE REPORTED AGENCY RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION PERMITS DATE TESTED BY_ DENSITY STD. COUNT- CONTRACTOR SUBDIVISION OUTSIDE AGENCY MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C. = $ .REL. COMP. AT = $ TENT. COMP. AT = $ HZO 6 CALL. SITE = $ STREET MATERIAL STATION DIST. FROM CL ELEVATION PROBE DEPTH DENSITY COUNT TOTALCOUNT AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTAL COUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 ZEMARKS: FIELD TIME -HRS AT = $ .REL. COMP. AT = $ TENT. COMP. AT = $ HZO 6 CALL. AT = $ AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC SO S$ AREA REJECTED ACCEPTEh 0 END OF MONTH BILLING TOTAL =$ BY FIELD INSPECTOR (BUS. MGR') MATERIALS ENGINEER F -1151 -126.2 RE.L,ATIH COiLR.RTION_,. JfW, , . PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS. - COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C- THRU SHEE NO RELATIVE COMPACTION CONTTNO., W.O., P.O., AHFP MATERIAL TESTED DATE REPORTED PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION PERMITS C SUBDIVISION OUTSIDE AGENCY ED DATE TESTED BY DENSITY STD. COUNT- MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- -HRS AT = $ • REL. COMP. AT = $ TENT. COMP. SITE = j H2O k CALC. AT = $ STREET MATERIAL STATION DIST. FROM CL ELEVATION PROBE DEPTH DENSITY COUNT TOTALCOUNT • AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTAL COUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY ._ OPT. MOISTURE R.C. % REMARKS: TOTAL = $ FIELD INSPECTOR (BUS. MGR-) F- 1151 -126.2 AREA RELATIVE COMPACTION FIELD TIME -HRS AT = $ • REL. COMP. AT = $ TENT. COMP. AT = j H2O k CALC. AT = $ TOTAL = $ FIELD INSPECTOR (BUS. MGR-) F- 1151 -126.2 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA I REJECTED i AOOEP=a p END OF MONTH BILLING BY RELATIVE. - COMPACTION [IQ MATERIALS ENGINEER • ` - COUNTY OF ORANGE • ROAD DEPARTMENT PRELIMINARY TESTS PRIOR MATERIAL TESTING SECTION TEST NO. C -_ TO AWARD OF CONTRACT. SHEE NO_ CONTROL TESTS ON MATERIALS RELATIVE COMPACTION CONTTNO., W.O., ACTUALLY ENTERING INTO WORKS. P.O., AHFP_ MATERIAL TESTED DATE REPORTED PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR( CONTRACTOR SEND REPORT TO: CONSTRUCTION �J' PERMITS ❑ SUBDIVISION LJ OUTSIDE AGENCY DATE TESTED BY DENSITY STD. COUNT- MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 ) LAB NO. C- MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED FIELD TIME SITE = $ •REL. COMP. AT STREET TENT. COMP. AT = $ MATERIAL BILLING H2O & CALC. AT = $ STATION TOTAL =$ DIST. FROM CL - BY FIELD INSPECTOR (BUS. ELEVATION . F- 1151 -126.2 -' ' RELATIVE PROBE DEPTH COMPACTION 114 i DENSITY COUNT TOTALCOUNT AVG. COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT- MOISTURE R.C. % EMARKS: AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED FIELD TIME FIELD TIME HRS AT = $ •REL. COMP. AT _ $ ' TENT. COMP. AT = $ ❑ END OF MONTH BILLING H2O & CALC. AT = $ TOTAL =$ BY FIELD INSPECTOR (BUS. MGR') MATERIALS ENGINEER F- 1151 -126.2 -' ' RELATIVE COMPACTION 114 i PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. • O CONTROL TESTS ON MATERIALS O ACTUALLY ENTERING INTO WRKS. PROJECT RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION DATE DENSITY STD. COUNT- COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C SHEE NO- RELATIVE COMPACTION CONTT NO., W.O., P.O., AHFP MATERIAL TESTED DATE REPORTED AGENCY PERMITS u TESTED BY_ CONTRACTOR SUBDIVISION C OUTSIDE AGENCY MOISTURE STD. COUNT- THRU IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- - FIELD TIME -HRS AT = $ • REL. COMP. DRY DENSITY SITE TENT. COMP. AT = $ H2O k CALC. AT MOISTURE % STREET MAX. DENSITY MATERIAL OPT. MOISTURE STATION R.C. % DIST. FROM CL ELEVATION PROBE DEPTH DENSITY COUNT TOTAL COUNT AVG. COUNT DENSITY RATIO MOISTURE COUNT TOTAL COUNT AVG.COUNT MOISTURE RATIO WATER LBS./FT.3 WET DENSITY MAXIMUM DENSITY - FIELD TIME -HRS AT = $ • REL. COMP. DRY DENSITY = $ TENT. COMP. AT = $ H2O k CALC. AT MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: TOTAL =$ FIELD INSPECTOR (BUS. MGR') F- 1151- 12 6.2.. AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC FIELD TIME -HRS AT = $ • REL. COMP. AT = $ TENT. COMP. AT = $ H2O k CALC. AT = $� TOTAL =$ FIELD INSPECTOR (BUS. MGR') F- 1151- 12 6.2.. AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA I REJECTED _ ACCEPTED END OF MONTH BILLING BY RELATIVE COMPACTION (I1� MATERIALS ENGINEER F . . . . PRELIMINARY TESTS PRIOR 0 TO AWARD OF CONTRACT. • CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WO RKS. • COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C— THRU— RELATIVE COMPACTION I COUTT NNOO.. W, WO., P.O., AHFP MATERIAL TESTED DATE REPORTED PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION PERMITS El DATE TESTED BY_ DENSITY STD. COUNT— SUBDIVISION F-1 OUTSIDE AGENCY (_j MOISTURE STD. COUNT— IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 1 LAB NO. C- . HRS AT = $ • REL. COMP. I AT _ $ TENT. COMP. SITE = $ HZO b CALL. AT = § STREET MATERIAL STATION DIST. FROM qL ELEVATION PROBE DEPTH DENSITY COUNT TOTALCOUNT AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG. COUNT MOISTURE RATIO WATER LBS. JFT.3 WET DENSITY DRY DENSITY MOISTURE % MAX. DENSITY OPT. MOISTURE R.C. % REMARKS: TOTAL = $ AREA RELATIVE COMPACTION FIELD TIME . HRS AT = $ • REL. COMP. I AT _ $ TENT. COMP. AT = $ HZO b CALL. AT = § TOTAL = $ AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC ' REQUIRED RC 90 95 AREA I REJECTED I ACCEPTED ❑ END OF MONTH BILLING BY FIELD INSPECTOR (BUS. MGR') MATERIALS ENGINEER RELATIVE COMPACTION Ell 0 i A • i Y de .: l O W N t E -CALWO041A PRELIMINARY640TICE IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE YOU ARE HEREBY NOTIFIED THAT . . . i Joe Perea It CONSTRUCTION LENDER or (name and address of person or firm) Reputed Construction Lender, if any 11401 Banner Ave. R r I C O P Y =OLD HERE OWNER or PUBLIC AGENCY or Reputed Owner (on public work) (on private work) City of Newport Beacti 3300 We Newport Blvd. Newport Beach, Calif. Public works= Boyside Conract 1495 L FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any J Form 1485 (3.72) Garden Grove, Calif. has furnished or will furnish labor, services, equipment or materials of the following general description: Heavy Ecmipsent Rental (general description of the labor, services, equipment or Operated & Maintained or material furnished or to be tarnished) for the building, structure of other work of improvement located at: Carnation & Batside Dr. {atldress or tlescription of job site Newnart Beach, Calif. sufficient for itlentific ationl The name of the person or firm who contracted for the pur- chase of such labor, services, equipment or materials: 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 mechanics' liens. Trust funds to which person or firm giving this notice Is required to pay supplemental fringe benefits: (Subcontractors on private work only) Ooerat609 Engineers name) (address) {namel in laddress) Mailed this date: June 1A- 5 97 / r (signature) pitle) This form is available from: BUILDING INDUSTRY ASSOCIATION OF CALIF., INC. 1571 Bovedy Blvd., Los Angeles, Colifornio 90026 BEBEK CO. 16766 CONSTRUCTION WAY E. IRVINE, CA 92706 STATE LIC. 0177769 Our Job No Customer's Order No M DAILY WORK REPORT Data 19 LABOR Occupation NAME Hourly Total Job Time MATERIAL Quantity Rate Hours Cont. Additional Unit No. I DESCRIPTION I I Hourly 1 Job Time Idle I Repair I Leave Rate Con<. Additional Time Time Blank Description of Repairs I hereby acknowledge that the above BEBEK CO. "additional work" was performed. BY BY �.... /7� FOREMAN — SUPERINTEN DANT BEBEK CO. 16766 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. #177769 I Our Job No Occupation Unit No. REMARKS: NAME DESCRIPTION Customer's Order No. LABOR Hourly Total Job Time Rate Hours Cont. Additional Hourly DAILY WORK REPORT 19 MATERIAL Idle I Repair I Leave 'ime Time Blank I Description of Repairs I hereby acknowledge that the above BEBEK CO. "additional work" was performed. B� BY e FOREMAN — SUPERINTENDANT BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. #177769 Our Job No. NAME Occupation DAILY WORK REPORT Customer's Order No. Date , 19 NAME Hourly Total J Rate Hours Cont. MATERIAL I Quantity Unit No. DESCRIPTION Hourly Rate Job Time Idle Time Repair Time Leave Blank Description of Repairs Cont. Additional REMARKS: ..� I hereby acknowledge that the above "additional work" was performed. e'�f/o� —�wv�v — e�lf4✓ a. -T. �.. BEBEK CO.: 13Y 'LOREMAN — SUPERINTENDANT BEBEK CO. 16706 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. #177769 Our Job No. i NAME i Customer's Order No. DAILY WORK REPORT ORT LABOR Occupation NAME Hourly Total Job Time MATERIAL Rate Hours Cont. Additional I� 19— 1 -1 Unit No. DESCRIPTION Hourly Job Time Idle Repair Leave Description of Repairs Rate Cont. Additional Time Time Blank i REMARKS: I hereby acknowledge that the above BEBEK CO. "additional work" was performed. I BY BY FOREMAN — SUPERINTENDANT �� r � City of Newport Beach • 9'300 Ne=nrt Blvd_ L lgewpDrt $panhr,_r.4 J We are happy to inform you that, under contract with Bphpk Cnrpnra Date June e 11 r 1975 we are supplying the following labor, services, equipment and /or materials: for your work of improvement at Ringside T)r. Nt-r Wr+ Rennhr rA You should know that if any bills for labor, services, equipment or materials furnished, or to be furnished, are not paid in full, the property presently being improved may be subject to mechanics' liens. We appreciate this opportunity to serve you. Very truly yours, �sfllYYri� • • �urdls r 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ COPIES SENT T01 MODE OF SERVICE DATE SERVED Personal IAt Clau C.rlifi Ed or Prime Contractor /Reputed Prime Contractor s.r YlE. Mail R "Number "Number •. See ONE Construction Lender (if any) or Reputed Construction Lender ADCA rORM I IGZ! IN COMPLIANCE WITH 08094 PRELIMINARY NOTICE. 1057 OWNER'S COPY C CRYNI EHT 196 7 BY AMERICAN •UILDINO CONTRACTORS ASSOCIATION •I Y