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C-1082(A) - Pacific Coast Highway widening at Balboa Bay Club apartments
A January 27, 1969 6 4AI TO: CITY COUNCIL FROM: Public Works Department SUBJECT: ACCEPTANCE OF WIDENING OF THE PACIFIC COAST HIGHWAY ADJACENT TO THE BALBOA BAY CLUB APARTMENTS (C -1082) RECOMMENDATIONS: 1. Accept the work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the bonds 35 days after the Notice of Completion has been filed. DISCUSSION: The contract for the widening of the Pacific Coast Highway adjacent to the Balboa Bay Club Apartments has been completed to the satisfaction of the Public Works Department. The bid price was: $19,706.48 Amount of unit price items constructed: 20,520.50 Amount of change orders: - Total contract cost 20,520.50 Amount budgeted: 22,000.00 Under the terms of an agreement dated November 18, 1966, the Balboa Bay Club will pay $5,259.18 of the contract. The Bay Club was responsible for the cost of the curb, gutter, and sidewalk. The contract amount was more than the bid price due to the State Division of Highways requirement for a wider sidewalk and larger storm drain pipe The contractor is R. W. McClellan and Sons of Costa Mesa, California. The contract date of completion was October 12, 1968. Due to delays in receiving the State Encroachment Permit the work was not substantially completed until October 25, 1968. r l DATE .IAN 2 7 1969 eph T. vlin lic Wo Director ldg c - -JxN HM -29 STATE OF CALIFORNIA 4i R E C F I V E D DEPARTMENT OF PUBLIC VORKS DIVISION OF HIGHWAYS AM 15 1968 RIDER PUQLIC. WOr, ;....DEPT. To be attached to and made a port of ,t1fVjfy(11V9Encroacbment Permit No ------7 68--E-769-3--0---6 -- To City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California Attn: Mr. Derek H. White L Design Engineer J Complying with your request of -------------------------------- AUZUat --- 7 2s--- 1968------------- ------ - -- - -- we are hereby amending above numbered permit as follows: Dateof completion extended to---- --- --------------- ------ - -- - -- --------------------------------------------------- Location: Along the south side of West Coast Highway, ORA- 001 - 18.7219.27, between Sea Scout Base and Marino Drive (H.E.S. lo6+55 to 122f88) 1. Permission is hereby granted to construct a 6 foot wide P.C.C. sidewalk adjacent to the back of curb within the Division of Highways' right of way with the provision that this variance in policy applies only where a wall exists along the right of way line. The sidewalk shall be constructed on a standard 2 crsssfall. 2. Permission is also granted to install eleettical conduit between the back of curb and 1 foot southerly therefrom to facilitate future installation of street lights. Except as amended, all other terms and provisions of the original permit shall remain in effect. This rider must be attached to the original permit. Dated at... Los Angeles - - - - -- ...Calif.,-- -August 14, - 1968 (D) 07- mA-ool- 18.72/19.27 Rc:jk DEPARTMENT OF PUBLIC WORKS cc; JAL Santa Ana Mtce. Huseby DIVISION OF HIGHWAYS Garcia Subst. R.Cockrell- Const. A. OCH n;Fr: RBaK. By- - -- ------ A - obt. Aastt. D Pnnir E. i t F t Fond HWP -202 srATS.Of =90MU nnrAarmir w.�,uc.oxss No._16BA -70306 DIVISION OF HIGHWAYS ENOACHMENT PERMIT R CEIVED u AUG 0 81968 7 To City of Newport Beach? c WORKS Lul 3300 W. Newport Boulet Newport Beach, California`.- Attn: Mr. Derek H. White Design Engineer` , Permittee J .Loq Angeles ---- ,California .R iZu_ s_ t-- 5 ------------------ 19- - ---68 In compliance with your request of ------- -------- -- _July_8 - - - - - -_ ----- ------------- 19 —___ 61isd subject to all the terms, conditions and restrictions written below or printed as general or special provisions on any part of this form PERMISSION IS HEREBY GRANTED TO modify, adjust and construct storm drain facilities, sewer manholes; perform grading operations and construct street improvements within the Division of Highways' R/W along the south side of West Coast Highway, ORA -001- 18.72/19.27 between Sea Scout Base and Marino Drive (H.E.S. 106+55 to 122+88), as per at- tached plans, profiles..and details #R- 5103 -S, sheets-1 through 5 of 5 sheets approved 5 -27 -68 and subject to the following special terms and conditions: 1) EXCLUSIONS - This permit does not authorize the installation of underground lighting conduit or any landscaping within the parkway area. 2) Two traffic lanes in each direction along the State Highway must be maintained for traffic at all times. In order to comply with this requirement, the Permittee shall erect pedestal type barricades a minimum of 12' south of the single line stripe separating the #1 and #2 southbound traffic lanes. 3) Sidewalk shall be constructed within 2" of the State Highway R/W. (CONTINUED ON PAGE 2) This permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby. This permit shall be void unless the work herein contemplated shall have been completed before - -- -------- Dat_4t _er_7-- --- ---- --- ----- ---- 19 - - -- 18 07 -ORA -001- 18.72 /19.27 DEPARTMENT OF PU$LIC WORKS RJ: cy DIVISION OF HIGHWAYS cc; JAL Santa Ana Mtce. Huseby Garcia Subst R.Cockrell- Const. ..i , De ' V 0 GENERAL PROVISIONS 1. Definition. This permit is issued under Chapter 3 of Division 1 of the Street and Highways Code. The term encroach- ment is used in this permit as defined in the said Chapter 3 of said code. Except as otherwise provided for public agencies and franchise holders, this permit is revocable on five days notice. 2. Acceptance of Provisions. It is understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of the provisions. 3. No Precedent Established. This permit is granted with the understanding that this action is not to be considered as establishing any precedent on the question of the expediency of permitting any certain kind of encroachment to be erected within right of way of State highways. 4. \stoic, Prior to Starting Work. Before starting work on which an inspector is required, or whenever stated on the face of this permit, the Permittee shall notify the District Engineer or other designated employee of the district in which the work is to be done. Such notice shall be given at least three days in advance of the date work is to begin. 5. Keep Prnrrit on the Work. This permit shall be kept at the site of the work and must be shown to any representative of the Grantor or any law enforcement officer on demand. 6. Permits from Other Agencies. The parry or parties to whom this permit is issued shall, whenever the same is required by law, secure the written order or consent to any work hereunder from Elie Public Utilities Commission of the State of California, or any other public board having jurisdiction, and this permit shall be suspended in operation unless and until such order or consent is obtained. 7. Protection of Traffic. Adequate provision shall be made for the protection of the traveling public. Barricades shall be placed with red lights at night, also flagmen employed, all as may be required by the particulai work in progress. 8. Minimum Interference With Traffic. All work shall be planned and carried out so that there will be the least possible inconvenience to the traveling public except for the specific work permitted. 9. Storage of Material. No material shall be stored within eight (8) feet from the edge of pavement or traveled way or within the shoulder line where the shoulders are wider than eight feet. 10. C lean Up Right of Way. Upon completion of the work, all brush, timber, scraps and material shall be entirely removed and the right of way left in as presentable condition as before work started. 11. Standards of Construction. All work shall conform to recognized standards of construction. 12. Supervision of Grantor. All the work shall be done subject to the supervision of, and to the satisfaction of, the grantor. 13. future bfoimx of Lest allalrmr. It is understood by the Permiuec drat whenever construction, reconstruction or maintenance work on the highway may require, the installation provided for herein shall, upon request of the Grantor, be immediately moved by, and at the sole expense of, the Permitter. 14. Etp,n +e of 1111pe( lion. On work which requires the presence of an employee of the Grantor as inspector, the salary, travel- ing expense and other incidental expense of such inspection during the work shall be paid by the Permittee upon presentation of a bill therefor. 15. Liability for Dmnagrs. The Permittee is responsible for all liability for psrmnal injury or property damage which nut arise out of work herein permitted, or which may arise out of failure on the Permittec's part to perform his obligations under this permit in respect to maintenance. In the event any claim of such liability is made against the State of California, or any department, officer, or employee thereof, Permittee shall defend, indemnify and hold them and each of them harmless from such claim. This permit shall not be effective for any purpose unless and until the above named Permittee files with the Grantor, a surety bond in the form and amount required by said Grantor, unless specifically exempted on the face hereof. The requirement that a bond be filed does not apply in the event the Permittee is a govermnental board which derives its revenue by taxation. 16. Making Repots. If the Grantor shall so elect, repairs to paying which has but. disturbed shall be made by employ... of the Grantor and the expenses thereof shall be borne by the Permittee, who shall purchase and deliver on the road the materials necessary for said work as directed bs the Grantor. All payments to laborers, inspectors, etc., employed by said Grantor for or on account of the work herein contemplated, shall be made by said Permittee forthwith on receipt of written orders; pay rolls or vouchers approved by Grantor. Or the Grantor may elect to require a deposit before starting repairs, in an amount sufficient to corer the estimated cost discord. The Grantor will give reasonable notice of its election to make such repairs. If the Grantor does not so elect, the Permittee shall make such repairs promptly. In every case the Pennitree shall be responsible for restoring anv portion of the highway which has been excavated or otherwise disturbed to its former condition as nearly as may be possible except where the Grantor elects to make repairs to paving as above Provided in this paragraph and except where provision to the contrary is made in the typewritten portion of the permit. 17. Care of Drainage. If the work herein contemplated shall interfere with the established drainage, ample provision shall be made by the Permittee to provide for it as may be directed by the Grantor. 19. Submit Location Plan. Upon completion of underground or surface work of consequence. the Permittee shall furnish plan to the Grantor's District Office showing location and details. 19. afaintnrance. The Permitter, agrees by the acceptance of this permit to exernse reasonable care to maintain properly any encroach... or placed by it in the highway and to exercise reasonable care in inspecting for and immediately repairing anti making good any injury w any portion of the highway which occurs as a result of the maintenance of the encroachment in the highway or as a ..cult of the work done under this permit, including any and all injury to the highway which would not have occurred had such work nor been don, tar such encroachment not placed therein. PIPES, CONDUITS, GAS PUMPS, ETC. 20. Crossing Roadway. Service and other small diameter pipes shall be jacked or otherwise forced underneath pavement without disturbing same. Pavement or roadway shall not be cut unless specifically permitted on the face hereof. Service pipes will not be permitted inside of metal culvert pipes used as drainage structures. 21. Limit Excavation. No excavation is to be made closer than eight (8) feet from the edge of the pavement except as may be specified. 22. Tunneling. No tunneling will be permitted except on major work as may be specifically act forth on the face h"rof. 23. Depth of Pipes. There shall be a minimum of two (2) feet of cover over all pip" or conduits. 24. Backfilling. All backfilling is to be moistened as necessary and thoroughly hand camped, there being not less than one camper to each shoveler. Whenever required by the grantor, a trench crossing the roadway shall be backfilled with gravel or crushed rock. 25. Preserve Surfacing Material. Whenever a gravel or crushed rock surface is trenched, such material shall be placed at one side and when backfilling'is started the rock material shall be replaced to its original position. 26. Maintain Surface. The Permittee shall maintain the surface over structures placed hereunder as long as necessary. 27. Pipe[ Along Roadway. Pipes and utilities paralleling the pavement shall be located at the distance from traveled way and ac such depth as specifically directed on the face hereof. Cutting of tree roots-will not be permitted. City of Newport Beach 768 -E- 769306 'Page., 07 -ORA -001- 18.72/19.27 August 5, 1968 4) The Permittee's work shall be coordinated with the pending State Highway resurfacing project, so as not to interfere with the State Highway Contractor's operations. 5) Backfill material shall attain a sand equivalent value of 301 (Calif. Test Method 217F) and shall be compacted to a mini- mum relative compaction of 95% (Calif. Test Method 216F) within the areas as defined in the attached "Substructures" sheet. 6) By acceptance of this permit, the Permittee agrees to pay all laboratory costs in connection with the necessary tests as may be required by the Division of Highways' Engineer to deter- mine the sand equivalent value of the backfill material and the trench backfill compaction. It is further understood that the fre- quency of such tests shall not exceed one test per 1500 feet of trench at elevations of not less than every 2 feet of backfill depth. Prior to starting the trench backfill, the Permittee shall make the necessary arrangements with the Division of Highways or a private materials testing laboratory to conduct these tests. 7) All existing teees wit remove This permit shall be kept at shown to any representative officer on demand. is of this project av as a condition o the site of the work and must be of the grantor or any law enforcement Should the Division of Highways' Representative find work in pro- gress prior to his notification, he shall stop said work for a period not less than the remainder of that working day. Special attention is directed to General Provisions 2, 3, 5 and 6 printed on this form. The attached Substructure, loadside Improvement, Curb, Driveway Sheets are part of this permit. MAINTENANCE SPECIAL TERMS AND CONDITIONS (SUBSTRUCTURES) TO BE ATTACHED TO AND 6mADE A PART OF ENCROACHMENT PERMIT NO. 768 -E- 769306 I A. - Inspection Requirements 1 - It is imperative that the Permittee notify the State Inspector at least 48 hours prior to starting any work under thiq pqrmit. State Inspector Mr. E. N. Huseby phone 714 - 542 -4739 between 8:0 a.m. an a.m . or if no answer phone between A.M. an . 2 - All inspection costs incurred incidental to this work shall be borne by the Permittee, unless otherwise specified on the face of the permit. 3 = All work shall be performed within the hours designated by the Division of Highways. B - Specifications Unless otherwise detailed and authorized on the face of this permit all work shall be done in accordance with the Division of Highways' Standard Specifications dated July, 1964, to the satisfaction of the Division of Highways representative and the following special provisions: 1 - SAFETY AND TRAFFIC CONTROL: A minimum ofSeePermit lanes shall be provided for traffic in each direction. In ITdiiTo—no minimum clearances of two feet adjacent to any surface obstruction and a five -foot clearance between the excavation and the traveled way, shall be maintained. vrovision shall be made for barricades, lights, and flagmen to adequately protect the traveling public during, construction operations. When necessary for public safety, flagmen shall be on duty 24 (twenty - four) hours a day at no expense to the State. When the permit authorizes installation by the open -cut method, not more than one lane of the highway pavement shall be open -cut at any one time After the pipe is placed in the open section, the trench is to be back - filled, in accordance with Specifications, permanent repairs made to the surfacing and that portion opened to traffic befo.re'the pavement is cut for the next section. 2 - CONSTRUCTION REQUIREMENTS: Unless otherwise authorized pipes and conduits shall be installed in a manner to provide at least a minimum clearance of 42 inches between the top of pipe and surface. Except in cases where the ,perimeter of pavement removal will be less than 30 feet, P.C.C. pavement shall be scored to a depth of 11 inches by means of a concrete saw to provide a neat and straight pavement break along both sides of trench also, provide an unfractured pavement Joint and rigid bonding of pavement replacement patch. A.C. pavement shall be scored as the opinion of the State Inspector straight along both sides of trench pavement joint for bonding existing 7 -MP -607 AUG 66 Rev per P.C.C. pavement except where in the pavement has baen cut neat and to provide an unfractured and level pavement and replacement patch. ( OVER Y"... Repairs to P.C.C. pavement shall be made of Portland Cement concrete containing a minimum of 7 sacks of cement per cubic yard. Replacement of P.C.C.. pavement shall equal existing pavement thickness. The concrete shall be satisfactorily cured and protected from disturbance for not less than 48 hours. High early cement may be required at the discretion of the Division of Highways' representative. Repairs to A.C. pavements shall be made with asphaltic concrete meeting State specifications, with every effort made to match the existing pavement as to color and surface texture. Replacements of A.C. pavement shall equal existing pavement thickness but not less than 3 ". Rock base will be required. Structure backfill within the roadbed area shall be compacted in horizontal layers not exceeding 8 inches in thickness, using approved hand, pneumatic or mechanical type tampers, to obtain a "relative compaction" of 95 percent using California Test Method 216F. Structure backfill outside of slope lines and not beneath any roadbed shall be compacted to a relative compaction of 90 percent. Backfill material shall have a "Sand Equivalent" value of not less than 30, as determined by the California Test Method 217FJ if the excavation falls within the existing or proposed roadbed. In such areas consolidation by ponding and Betting will be permitted when, as determined by the engineer, the backfill material is of such character that it will be self draining when compacted and that foundation materials will not soften or be otherwise damaged by the applied water and no damage from hydrostatic pressure will result. Ponding and jetting of the upper 4 feet below finished grade is is not permitted. hen ponding and getting is permitted, material for use as structure backfill shall be placed and compacted in layers not exceeding 4 feet in thickness. Ponding and jetting methods shall be supplemented by the use of vibratory or other compaction equipment when necessary to obtain the re- quired compaction. Repairs to asphalt shoulders shall be made with SC -800 Asphalt Plant Mix Surfacing . (See second paragraph, third and fourth line) Concrete sidewalks or curbs shall be cut to the nearest score marks and replaced equal in dimensions to that removed, with score marks matching existing score marks. When installation is to be made by boring or Backing under the traveled way, excavations on either side of the road shall be sufficiently distant from the edge of pavement to insure pavement stability and minimum obstruction to traffic as determined by the Division of Highways' representative. If considered necessary by the Division of Highways' representative, the permittee shall, at his expense, pressure grout from within the casing and /or from the top of pavement, the area between the pavement and the casing, in order to fill any voids caused by the work as covered under this permit. Service connections must be installed at an angle of 90 degrees from the centerline of the State Highway which the main line traverses. MAINTENANCE.- PERMITS is 0 SPECIAL PROVISIONS (Roa a e mprovements) TO BE ATTACHED TO AND MADE A PART OF PERMIT N0. 768 -E- 769306 I. INSPECTION REQUIREMENTS It is imperative that the permittee notify the following State Inspector at least 48 hours prior to starting any work under this permit. State Inspector: phone between or if no answer phone between A.M. an P.M. All inspection costs incurred incidental to this work shall be borne by the permittee. All work shall be performed during the working hours regularly assigned to Division of Highways Employees. II. CONSTRUCTION REQUIREMENTS Unless otherwise detailed and authorized on the face of this permit, all work shall be done in accordance with the Division of Highways Standard Specifications dated July 1964, and the following special provisions: (Only items pertaining to the applicable construction work will apply.) A. Sidewalk shall be constructed with Class "A" Portland Cement Con- crete four (4) inches in depth except at commercial driveways where six (6) inch depths respectively, will be required. Back edge of sidewalk shall be placed on the right -of -way line. The finished grade of sidewalk shall have a cross fall of 1/4 inch per foot. Concrete shall be scored in accordance with the Standard Specifications or so that scoring will match adjoining existing concrete. B. Concrete curbs and gutters shall be constructed grades or, in conformance with existing curb fo grade. (State standard type curb and gutter is and alignment of portions of curb - returns lying Division of Highways right of way must Tiave the city or county involved. to authorized plan r alignment and required.) Grade outside the approval of the Prior to the construction of new curbs, the permittee shall relocate surface obstructions (such as utility poles, trees, etc.) to.locations back of the proposed curb, also continuation of curb line within the following limits: Fifty (50) feet back from beginning of curb construction and one hundred and fifty (150) feet beyond the end of curb construction for safe traffic movement. Removal or relocation of surface obstructions shall be done without expense to the State. C. Sections of existing concrete curbs and sidewalks to be removed shall be cut on the nearest score mark"eyond the limits of re- moval. This concrete shall be removed to full depth and disposed of outside the Division of Highways right of way. Unless a neat cut is made without damage to remaining concrete, additional con- crete shall be removed to the next score line, using a concrete saw if considered necessary by the State Inspector. (OVER) 7- MP -610 April 68 REV D. (1) Concrete driveways shall be constructed in accordance with the attached Regu a ons for Standard Driveways. (2) Concrete driveway shall be located to provide not less than 2 fee or M22-h-Ug-BY curb between permittee's property line and driveway. In those cases where the lot line does not intersect the highway right -of -way line at 90', the extension of the pro- perty line within the Division of Highways' right of way for purposes of determining driveway locations, shall be on a line at right angles to the curb or edge of traveled way and passing through permittee's lot corner. E. Temporary �driveways when authorized shall be constructed with Asphalt surrac ni to a depth of not less than three (3) inches. The edge of driveway shall be not less than five (5) feet from permittee's side property line when curbs are not constructed. Driveways shall be constructed at right angles to and shall join existing surfacing. Radius of flared sections placed between edges of pavement and driveway shall not exceed ten (10) feet, unless a larger radius is authorized on face of permit. Finished grade of surfacing placed between traveled way and curb shall conform to existing shoulder grade. This construction shall not interfere with the existing drainage in any way. The permittee understands and agrees that asphalt- concrete surface driveways are temporary; at such time as concrete sidewalks are constructed, asphalt- concrete surface driveways shall be replaced with standard driveways of Portland Cement Concrete. F. Roof drains, when authorized, must be restricted in use for the exclusive purpose of draining rain water from the roof of permittee's building and /or paved parking lot. Roof drains if used for any other purpose, such as draining waste water or domestic supply water onto the highway, will be summarily plugged at curb face outlet by State forces. Drains shall be installed at right angles to the curb line. Removal and replacement of concrete curb and sidewalk sections for the installation of roof drains shall be done in accordance with provisions of Paragraph "C" above. G. Roadside landscaping, when authorized, shall conform with require - men s g ven on a ace of the permit and /or the State s Landscaping Regulations. Form S.P.R.I. - Rev. 5 - 4/19/68 State Division of Highways District 7, 120 So. Spring St., Los Angeles 12, Calif. Encroachment Permits, Room 110. Phone 620 -3660 Basic Encroachment Regulations - -- DRIVEWAYS Policy: These instructions apply to the location and design of residential and commercial driveways to serve property fronting on State highways in cities and in areas outside of cities where.urban type development is encountered, but not in oases where highway access is controlled by deed conditions. �ecifications: For design and construction details, see State brooTure en e , "Regulations for Standard Driveways -Jan. 1960 ". The maximum length of a Residential Driveway is 12 feet for a single driveway, and 20 feet for a double driveway. The maximum length of a Commercial Driveway is 35 feet. Where only one driveway serves a given property, an increase in the maximum width will be considered if the prima facie speed limit is 45 m.p.h:', and the width of State R/W constricts driveway approach. When more than one - -driveway approach serves a given property frontage, the total length of driveways'shall not exceed 70% of the frontage where such frontage is 100 feet or lose, and shall not exceed 60% when the frontage is greater than'100 feet. Location of Drivewa (1) - e sec on o a driveway shall not cross the side property line unless the application for permit includes the approval.and si ture of the adjacent property owner. (2T- When approval of adjacent property owner has not been obtained, as mentioned above, the driveway shall be located to provide not less than 2 --feet of full height curb between the top of "X' section and aide property line._, This will provide room for the installation of utility poles, light standards, fire hydrants, eto., in the. vicinity of the side property.11ne where they will afford the least nuisance to abutting property owners. In the absence of curb, the edge of driveway shall be located not less than 5 feet from side property line to provide for future curb construction and the minimum 21 Pull height curb requirement mentioned above. 13? - Consideration will be given in extenuating cases to start the X' section of a driveway at the side property line. To illustrate: (a) - An existing building may be located up to the side property line in which ease the proposed•driveway would not conflict with .future adjacent property driveway. O�b - A joint driveway design could be considered, in which case the XI section could start at the side property line provided that the width of driveway is. limited to --one -half of the maximum allowable width pending future construction of the other half on adjacent roperty. p(4) - Driveways may encroach one - eighth (1/8) into the are of the curb return when the curb return radius 1s 35 feet or greater ". The curb return area ia. required for the proper location of standard highway signs, traffic signals and street lights, also provide for pedestrian safety. (See reverse side for typical driveway sketches.) 99 /1I /01 pasTAad sM1z ,q.asolaq spiTnq,y.uagM •xaW Ik AvmgSTH - -�r- 1 gjn 0 -- ----- - -- - -- --- ---- --- -wear nf-eA6 TS 1 #LI 1 #LI —�� auTT M/H (A4a9doad s,g) 1/d -E-- -- (Sgaadosd sly) --- I •u Tsap LvmaATJP 4uTor AsM742TH 04ggS �--_ r /d 1 / "1 1 o,3 1 —�W 1� 1 Z a aPTS IZ a8aguoad A4aadoad P1S •III - NVU •umogs am suoTsuamTp wnwTuTW •s sMOATaP a usgdd •II - mvga I •H iOI-' AsM142TH agsgS —11"° - --- -'-MTT cCaTt - bzcfiIffR �*— _ auTT M/H ria OPTS �IS a8s4uojd dgaadoad IS OATS •uMOgs aas suoTsuawTp mnwTuTW •s BManTap OUT isanH •I - NyId •Iaesae ao `OIT4 IxoTaq t9uo4s8s13 994aaouoo Paaoioo 14Tvgdsy :pag41wa9d 40u xisxapTs 3o sodAl •gano pus auIT A4 - aadoad uaaxgaq xisxapTs gonagsuoo og pa4usa8 aq TTTM iseoaddy 'auTT 44aadoad uo 98pa xosq g4TM 4aa3 5 sT xTVmOPTs jo g4pTM mnmTuTw eta '31o9Q4 „£ agaaouoo quamap pusigaod 14gTM sxiexapTs gonjgsuoo o4 penssT aq IITM 4Tmaed s 'pagsanbaa 3I •sAaMaeTap IsTQaaww00 ao3 NOW4 u9 pus UTquapTsaH a03 xoTgg ,# 1940aouoo WMOD pusi4a0d 144TM paned aq TTvgg sAaxaeTap agq 'pa40na4su00 ass sgano a.zat{M •II -Ny'Id 's.SsxaeTap Rasaodwaq ao3 paMOIIs Baas ata-usgq aaggo BsM148Tg pus auTT M/H 8144 uaaMgaq eaas 0144 uT paosid aq qou Saw euTosjans paxTW-gusld gusid sTg4 sapun '•sBsxaAJ4a IsToaawwo0 ao3 xoTgg „9. pus sAsxaeTap IsTquepTsad aol voSgg }� `8gaao uoo quamap pusl4aod g4TM auTi M/H pus gano uaaxgaq SuToe3sns eMOejap sosidoa IIBgs a944Tmsad agg gsgano 3o uoT4ona1suorj ago soaTnboa quawdoiaeap A41unmmoo uagx gsgq $uTpu24ssapun agq r11TM pag41waed eas 4uamanad RBMgBTg Pus auTT M/H uaaMgaq BulovjjnS PaxTW -4usTd „£ gqT^ paosaans sBEManTap Aasaodwag 4gzno jo aouasgs aq -4 uI 'I-NVgd SZIy1HQ AVAMIHQ r1V0Id;L i = i Figure 7 -212.2 Febe ,y 8, 1962 s r n4- T� py y '1•p OruM 1 R. 77. i AI -8 A 2 -e AI-6 A2 -6 TYPE A 9' F-- - -33'14 1 ' :• , R•y '...R�3 C . r,z • x r a - n 0 yAo-y . �yx�mT rw_ � �l_r - R 5 1 y 6 1' I � T {.. ' oo:oaa ab 00 o.s3 0x0 1 1 li g3 81 B 2 e o.olorr TYP E B u 0.01.5+ .. U 0.00915 351•. ..... 01 0.0:0+5 N 0J owxx> ..... -« 7f- R:3' . o oaaar 1 _ i' _ .. 5y CI TY G3 - PE C sown sra(u.nJV _ Note: •Nate: cum m[u me, ¢wM b7n-'.x5.�m qpa eJ.cJ.w ryRl ervnn.n n. "Rrw c' Rna'ryR. o' ...5rrwonSRe m j-- 12 -- unuM pewwml r Y 11 _ Zr ] or tar .Ulf JI 1° l 11 x R -3, RI }' I.L. of D 2 i t <Mwm�a R I TYPE p }D"'3p"°ru.lrmnc� Ire �_�T —_ I 1.•I tT �� 1•h'r I � P2 • '? a 5Vi #�• L TYPE E TYPE F TYPE G 7 -214.7 Gutter Cross Slopes Except for Type E, F, and G curbs, when the pave- ment drains toward the curb, the cross slope of the 2 -foot gutter normally shall be 8 percent toward the curb. When drainage is away from the curb, the cross slope shall equal the pavement cross slope. On wide gutters, the cross slope shall not be steeper than 7 percent, since steeper cross slopes may cause a, pas- senger car to drag its under carriage in a driveway. POLES, WIRES, CABLES AND OVERHEAD STRUCTURES 28. Location Pole Lines, etc. Pole lines shall be located one foot from the property fine orders; otherwise specified on the face hereof. orders; 29. Public Utilities Commission Orders. All clearances and type of construction shall be in accordance with the applicable orders of the Public Utilities Commission of the State of Californj& So. Permission from Property Owners. Whenevu necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to stsefts work. 31. Clearance of Trees. Poles must be of s6& height as to permit elearanu over a tree 40 feet in height, where quick growing stern are in place. At locations where slow growing star are in place, normal construction standard may be followed at the option of the pole line company, with provision to ultimately dear a 40 -four tree. 32. Guy ,Wires. No guy wires are to be attached to trees except on specific authority and in stet event shall they be so attached as to girdle the tree or interfere with its growth, Guy wires shall be kept at a minimum elevation of six feet above the ground whenever so directed. 33. Clearing Around Poles. The Permittee shall remove and keep dear all vegetation from within a radius of at least five feet of the polo. 34. Painting or Visibility Strips. All poles are to be painted for a distance of six feet above the ground using white lead and oil or aluminum paint or in lieu thereof, when polo have creosoted beta, wood, metal or other approved type of visibility strips may be placed. Wood strips are to be Douglas fir 1" 1 3' -5' long placed un b" c=ars about the base of pole and painted with whirr lead and oil or aluminum paint. If metal strips are used such strips may be placed either vertically or horizontally. Paint is to be renewed r often u may be required to maintain a satisfactory covering. If not painted when installed or renewed as the grantor may consider necessary, the right is reserved to have this painting done and the Permittee hereby agrees to bear the cat thereof under the trim of this permit. Polo hat do voe p.or • ponibl. «ae;c hazard will be Given consideration for aaemption from shot« provision, apace wrinm «sun[ of Permits. arecraripaoi'd by aersinenr data as w pale Iaca[iao, differ. in elevstioe, ac. The smaa w'. d «ivioo will be final in his reared. 35. Remove Old Poles, Guys and Stubs. The entire length of such timbers shall be removed from the ground and the bolo backfilled and thoroughly tamped. PLANTING TREES 36. Lu,etiou and Sprcirs. The location and kind of trees to be planted shall be specified on the face of this permit. 37. Planting and Maintruance Cost. The Permittee most bear the cost of planting the trees. The arrangement as to maintenance of the trees shall be specifically set forth on the face of the permit. In particular cases arrangements may be made for the Grantor to do this work upon deposit of a certain sum for each tree which is to be planted. The Grantor reserves the right to assume the maintenance or to decline to do so as conditions justify. 38. Grarp Planting. The cost of group plantings and similar special work which may be agreed upon with the Grantor shalt be borne by the Permittee. Land for such plantings shall be secured in fee by the Permittee and turned over to the State. Plantings for parking and picnic grounds will not be considered in this connection. REMOVAL OR TRIMMING. OF ROADSIDE TREES 39. Removed of Trees. When permit is granted for removal of a tree r an independent operation or as a part of other work, the entire stump shall be taken out for a depth of at least two feet blow the ground surface. 40. Clearing the Site, All timber and debris shall be removed from the right of way. The hole left by the stump shall be backfilled and thoroughly tamped and the site left in a presentable condition. 41. Trimming of Trees. In general, only light trimming of brandies two inches or less in diameter will be permitted and only when specifically so stated on the face hereof. The shapeliness of the tree must be preserved. 42. lmpertiorr. If the permit requires inspection by the Grantor during progress of the work the cost of inspection shall be borne by the Permittee. No charge will be made for occasional routine inspection. Road Approaches, Connecting Pavements and Minor Work 43. Grades and Specifications. Grades and types of construction shall be as detailed by plane or stated on the face of this permit. 44. Borrow and Waste. Only such borrow and waste will be permitted and within the limits as see forth on the face of this permit. 45. Minor Work. Grading down of small banks, small ditches, plating of awnings, and other similar minor work shall be governed by the general provisions and r detailed on the face hereof. Signs 46. Clearance of Signs. The minimum clearance from the sidewalk shall be twelve feet. Railroad Crossings 47. Safety and Convenience. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. 48. Matt Highway Grade. The grade and superelevarion of the track most conform eo the grade of the highway at point of crossing. 49. Width of Paving. The crossing shall be planked or paved r may be specified on the face of this permit for the full roadway and shoulder width. 6 oar' 0 No Applicant will nos fill Application for Encroachment Permit Date July 8 TO She DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS 19 68 Gentlemen: The undersigned hereby applies for permission to excavate, construct and /or otherwise encroach on State Highway right of way by performing the following work: Widen the south bound roadway pavement from approximately 34 feet to 4p feet. Applicant will ducribe hem fully what he wishu to do wing averse side or extra theme if nmessary Construct a storm drain system. curb. gutter and sidewalks within an 8 foot parkway. Limits of this request are for property adjacent to Balboa Bay Club - Sta. 106+55.41 to 12288.05 SPACE FOR SKETCH, SUBMIT DETAILED PLANS IF AVAILABLE 6 prints of drawing R- 5103 -S on the State Highway in the county of orange ORA -1 -18 Applicant will state here accurarely the location of she work which he deem to do, giving she Sete Highway wore, section end mginecr s tratiom, if possible and agrees to do the work in accordance with your rules and regulations and subject to your inspection and approval. ity of Newort Beach APPIi t> • Derek He White S!,..t- f'pJir... Design Engineer —alga % Klmrt Blvd. McMrt Reach. California Permit issued Post o&m add. FORM P -1 REV. NOTE: This form must be signed by Applicant or Authorized Agent EST. 3use. sees. 11 -d3... Q .'. June 24, 1968 TO: CITY COUNCIL FROM: Public Works Department SUBJECT: WIDENING OF THE PACIFIC COAST HIGHWAY ADJACENT TO THE BALBOA BAY CLUB APARTMENTS (C -1082) r RECOMMENDATIONS: m 1, 1. Adopt a resolution awarding the contract to R. W. McClellan and Sons for $19,706:48, and authorizing the Mayor and the City Clerk to execute the contract. 2. Authorize the Finance Director to encumber funds in the amount of $22,000.,00. DISCUSSION: Five bids were received and opened in the office of the City Clerk at 10:00 A.M., on June 17, 1968. BIDDER TOTAL R. W. McClellan & Sons, Costa Mesa $ 19,706.48 Lynam -Wood, Newport Beach 20,799.75 Mark Construction Co., Garden Grove 21,022,37 Griffith Co., Costa Mesa 22,521.70 Sully- Miller Construction Co., Orange 27,458.05 The low bid is 10% less than the Engineer's estimate of $22,000.00, Funds available are: 2419 Account 26-3397 -050 - $10,000.00 (widening and drainage) Account 26 -3397 -053 2;500:00 (lighting) $12,500.00 Additional funds required are: Balboa Bay Club participation - $5,000.00 (curbs, gutters, and sidewalk) Additional appropriation - 4,500.00 $9,500.00 + $12,500.00 = $22,000.00 The total estimated cost of the project and amount of funds to be encum- bered is: Contract amount $19,706.48 x, , ; -j�j �.;jj E 1ont(�ngerei�s4j 2,293.52 VVU i JUN 2 4 1968 $22,000.00 DATE 0 4 Pane 2 Subject: Widening of the Pacific Coastp'Highway Adjacent to the Balboa Bay Club Apartments (C -1082) The Balboa Bay Club has been requested to deposit the estimated cost of the curb, gutter and sidewalk, $5,000, with the City's Finance Director. A budget amendment requesting an additional appropriation of $4,500, to Account 22- 3397 -050 is being presented for Council consideration. Negotiations with the California State Division of Highways are not pro- gressing as rapidly as originally anticipated, and receipt of the Encroachment Permit may delay the start of construction until the latter part of July, 1968. Construction should be completed within two months thereafter. Continued discussions with the Southern California Edison Company recently concluded that their overhead facilities in this area are located so as to make it physically impossible to install the proposed street light standards at this time. The number of services, State law clearance requirements, and the size of the facilities relative to the width of the parkway are largely responsible for this con- clusion. However, the conduit will be installed and other provisions made at this time to facilitate installation of the standards following removal of the Edison Company's overhead facilities in the future. The plans were prepared by the firm of Raub, Bein, Frost and Associates. seph.1Devlin blic o ks Director W:ms 0 4 TO: CITY COUNCIL FROM: Public Works Department May 27, 1968 / / -_� SUBJECT: STREET LIGHT INSTALLATION AND WIDENING OF PACIFIC COAST HIGHWAY ADJACENT TO BALBOA BAY CLUB APARTMENTS - CONTRACT 1082 RECOMMENDATIONS: 1. Approve the plans and specifications. 2. Authorize the City Clerk to advertise for bids to be opened at 10:00 A.M. on June 17, 1968. DISCUSSION: The estimated cost of the work is $33,000.00 Funds available are: 26- 3297 -053 (City) $12,000.00 (Lighting) 26- 3397 -050 (City) 10,000.00 (Widening) 26 -3397 -050 (BBC) 5,000.00 (Curb and Sidewalk) $27,000.00 The contract work consists of the construction of approximately 8 feet of roadway, curb, gutter, sidewalk and drainage facilities on the southerly side of the Coast Highway adjacent to the Balboa Bay Club apartments. Street lights will also be installed along the full length of the Bay Club frontage. The Bay Club is financing the cost of the curb and sidewalk; the remainder of the work is being financed by the City The estimated cost is higher than the amount budgeted because of the need to construct a storm drain parallel to the highway. It had originally been planned to carry storm runoff on the surface, however, during detailed design, it was deter- mined that the flat grades and highway superelevation in the area made an underground drain necessary. A budget amendment will be presented for Council consideration at the time of award of the contract. This work will allow for automobile parking, pedestrian safety, easier maintenance and an overall beautification of the area. The plans were prepared by the firm of Raub, Bein, Frost and Associates. The estimated date of completion is September 1, 1968. 2speph T. Devlin W. Public Works Director DHW /ldg APPROVED BY CITY COCtl ICIL DATE MAY 7 1968 TO: CITY COUNCIL FROM: Public Works Department 0, December 1), 1967 -/D SUBJECT: ENGINEERING SERVICES FOR COAST HIGHWAY WIDENING IN AREA OF BALBOA BAY CLUB, C -1082 RECOMMENDATION: Authorize the staff to retain the consulting engineering firm of Raub, Bein, Frost and Associates to prepare plans for widening and improvements on the southerly side of Coast Highway from the Sea Scout Base to the Upper Bay with the fee not to exceed $4,900.00. DISCUSSION: The current budget contains a capital improvement fund appropriation of $15,000.00 for improvements to Coast Highway adjacent to the Balboa Bay Club. The work includes street widening, and construction of curb, sidewalk, and drainage improvements, A portion of the cost is to be borne by the Bay Club in accordance with an agreement between between the Club and the City- The cost estimate and the budget message contemplated that the plans would be Prepared by the City. As a result of additional unscheduled work in the office, including the beach erosion problem, the Public Works Department has been unable to meet the desired schedules for some capital improvement projects, among them, the Coast Highway improvements. _ It is desired to start construction of the work not later than March, 1968 in order to minimize interference with summer traffic, to precede a proposed State project for resurfacing of the highway, and to meet the commitment established in the agreement with the Bay Club. If this timing is to be met it will be necessary to have the plans prepared by a private engineer. Because of the extremely flat nature of the terrain along the highway and the drainage problems which exist, it would be desirable to establish grades and determine the drainage requirements for the entire presently unimproved frontage from the Sea Scout Base to the Upper Bay, even though initial construction of improvements would include only the Bay Club frontage.. It is felt that the best and most economical overall design would result from this approach. The firm of Raub, Bein, Frost and Associates has offered to perform the necessary topographic surveys and prepare the plans for the entire frontage for a fee not to exceed $4,900.00. The firm has satisfactorily performed other consulting services for the City, including design of the Irvine Avenue realignment in the Upper Bay area which was recently completed. Because of the limited amount of general fund money available, it is pro- posed to finance the design work with gas tax funds.. If the Council approves the hiring of the private engineer, a budget'amendmerit will be presented for consideration Vbat the next meeting. APPROVED BY CITY COOiJCiL vlin DATE DEC 1 ? 1967 Director CONTRACT No. 1082 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS for •INPROVEKWrS TO WEST COAST HIGHWAY from STATION 106 + 55.41 to STATION 117,+-12.69 IN THE VICINITY OF THE BALBOA BAY CLUB Approved by the City Council on this 27th day of May, 1968. LAURA L G IT CLERK CITY OF NEWPORT BEACH, CALIFORNIA NOTICE OF INVITING BIDS SEALED BIDS will be received at the office of the Ci y Jerk, Cit Hall, Newport Beach, California, until 10:00 a.m. on the /-7a , lBL at which time they will be publicly opened and read, for per orming work as follows: IMPROVEMENTS TO WEST COAST HIGHWAY in the Vicinity of the Balboa Bay Club No Bid will be received unless it is made on a Proposal Form furnished by the Public Works Department. Each Bid mast be accompanied by cash, certi- fied check or Bidder's Bond made payable to the City of Newport Beach, for an amount equal to at least ten percent (10 %) of the amount bid. The documents included within the sealed Bids which require completion and execution are the following: - Proposal - Designation of Subcontractors - Bidder's Bond Non- collusion Affidavit - Contractor's Financial Status The documents shall be affixed with the appropriate and correct signatures and seals of the Corporation, Partnership, Joint Venture and /or Individual. In accordance with the provisions of Section 1770 of the Labor Code, the City Council of the City of Newport Beach has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft or type . of workman or mechanic needed to execute the contract and is set forth in Resolution No. 6258. A copy of said Resolution is available in the office of the City Clerk in the City of Newport Beach. All Bids are to be compared on the basis of the Engineer's estimate of the quantities of work to be done. No Bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of Business and Professions Code. Plans and Specifications, Forms of Proposals, Bonds, and Contract may be obtained at the Public Works Department, City Hall, Newport Beach, California. A non - refundable charge of $2.00 will be reauired for each set of standard Specifications. The City of Newport Beach reserves the right to reject any or all Bids and to waive any informality in such Bids. CITY OF NEWPORT BEACH, CALIFORNIA 1 .1 0 _J Page lb The following is the schedule of prevailing wage rates, 1966 -67, for a selective list of classifications. Together with the information included in the Resolution No. 6519, this schedule is to be considered.a part.of these contract specifications. Prevailing Wage Rates - 1966 -67 Classification (Selective Listing) (5/1/66) Carpenters 4.83 Cement Mason Journeyman 4.60 Laborers General or Construction 3.70 Asphalt Raker & Ironer 3.91 Flagman 3.70 Guinea Chase 3.78 Laying of all non - metallic pipe 4.01 Tunnel Classifications Vibratorman, Jack Hammer, Pneumatic Tools (except driller) 4.315 Operating Engineers () Oiler and signalman (Group 1) 4.38 Skiploader (Less 4/5 yd.) (Group 2) 4.62 Rodman and Chainman.(Group 3) 4.86 Instrumentman (Group 4) 4.97 Grade Checker (Group 5) 5.16 Pavement - breaker operator (Group 5) 5.16 Grade -all operator (group 6) 5.26 Teamsters (5/1/66) Dump Truck Driver (Less than 4 yes) 73T__ Water truck driver (2500 gal.to 4000 gal) 4.53 Building and Construction trades (5/1/66) Bricklayer & Stone Mason Electrician (7/1/66) Journeyman Wiremah 6.11 4 28 66) Lather 4. 65 Painters (7 1/661/66 Journeyman - spray 5 22 Pipe trades Plumber 5.55 Any classification,omitted herein shall be the prevailing craft rate. Overtime, Sunday and Holiday rates are at preVailing craft rates. (5/1/67) 4.84 3.85 4.06 3.85 3.93 4.16 4.4445 (7/1/67 4.77 5.01 5.12 5.31 5.31 5.41 5/1/67 4.68 (5/1/67) _1- (741/67 6. bb 5(7/1/67 5.64 CITY OF NEWPORT BEACH, CALIFORNIA Laura Lagios, City Clerk I 11 PROPOSAL FOR CONTRACT NO. 1082 THE rvTROVEMENTS TO WEST COAST HIGHWAY FROM STATION 106 + 55.41 to STATION 117 IN THE VICINITY OF THE BALBOA BAY CLUB To the Honorable City Council City of Newport Beach Newport Beach, California Gentlemen: The undersigned declares that he has carefully examined the location of the proposed work and he has read the Notice Inviting Bids,that he has examined the plans, entitled, Improvement Plans for West Coast Highway, Contract No. 1082, and Specifications for the Improvements to West Coast Highway from Station 106 + 55.41 to Station the Vicinity of the Balboa Bay Club, Contract No. 1082 and hereby proposes to furnish all labor, equipment and materials required to complete the work in accordance with said Plans, the Standard Specifications of the City of Newport Beach, the Special Condi- tions and that he will take in full payment therefor the following unit prices for each item, complete in place, to -wit: ITEM QUANTITY ITEM DESCRIPTION UNIT PRICE NO. UNIT WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 1. 1 each Excavation and removal including offsite disposal of a cess a rth One fMousanc� One Hundred Eighty -Nine , , , DOLLARS & No Cents , , , . CENTS Per Each 2. 1015 L.F. '' Type "A" Curb and Gutter (8" C.F. and 24" Gutter) . Two. . . . . DOLLARS & Forty ;Three CENTS Per Lineal Foot 3. 5050 S:F. P.C.C. Sidewalk 4" Thick . . . . . . . . . DOLLARS Forty -Four . . CENTS per Square Foot $ Lump Sum $ 1189.00 $ 2.43 $ 2466.45 -` $ .44 $ .2222.00 Proposal - 1 lw,<_...:. tn: s.,, ...t:,wJana�a�.avt..i_.,...w. •l{'•�..U_•.�A.— av1�{j ._ss.4 _. i?: a1�t�t1LY .;.I:+i�sB.ui.y..�3::1�..,..�. �..... ,. �... _... =, -..i+' ITEM NO. H 5. Co 7. L 9. 10. QUANTITY ITEM DESCRIPTION UNIT PRICE UNIT WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 22 L.F. Curb Only (8" C.F.) One . . . . DOLLARS Fifty -Four CENTS per Lineal Foot 153 Tons. Asphaltic Concrete including Prime, Tack Coats and Seal Coat Nine . . . . . DOLLARS & Ten . . . . . CENTS per Ton 430' Tons. ' Aggregate Base Fpup . DOLLARS & Fiftpep . . . CENTS per Ton 165 S.F. P.C.C. Alley Approach(6 ") . . . . . . . . . DOLLARS ,Eighty -Sevep , , CENTS per Square Foot IV Each Remove and relocate or salvage Guide Markers Type F -1 Seven, . . . . DOLLARS. & Fifty , , , , CENTS per Each 1 Each Removal and disposal of existing asphalt paving Three Hundred and Forty . . . . . . DOLLARS . &.No cents . . . CENTS per Each Each Remove existing trees Fifty-Four DOLLARS & No Cents. CENTS . per Each $ 1.54 $ 33.88 $ 9.10 $ 1392.30 $ 4.15 $ 1784.50 $ .87 $ 143.55 $ 7.50 $ 75.00 $ 340.00 $ 340.00 $ 54.00 $ 270.00 k Proposal,- 2 9 Proposal - 3 i .::... n_v..,r:':i::isu, a•�;e.,.�.ia� .. s.•. a, z} Ss`e�k�i}m'v+ih�'lSuLrs;uwaL�.w �w.aza.a ::...1+.,. ..:''.- ITEM QUANTITY ITEM DESCRIPTION UNIT PRICE NO, UNIT WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 11. 1 Each Relocate existing Sign Thirty .Five . . DOLLARS & No Cents . CENTS $ 35.00 $ 35.00 per Each 12, 2 Each L.A.C.F.C.D. Std. #2 Reinforced Concrete Curb Inlet Catch Basin .(W =7') Five Hundred & Eighty- Six . . . . . . DOLLARS & N4 Qertts. . . . CENTS $ 586.00 $ 1172.00 per Each 13. 1 Each. is" C.M.P. Temporary Inlet One Hundred & Sixty - Fiva . . . . . . DOLLARS A No Cents . . . CENTS $ 165.00 $ 165.00 per Each 14. 1 Each Reconstruct Storm Drain Reinforced Concrete Junction Chamber Two hundred & Sixty - Five . . . , . . DOLLARS & No Cents , , , CENTS $ 265.00 $ per Each 15. 1 Each Fill existing 18" C.M.P. with Said One Hunddred & Eighty - Six DOLLARS & No Cents , , , , CENTS $Li& sun, $ 186.00 per Each 16. 158 L.F. 15" Reinforced Concrete Pipe 2000 D Twelve. . , , , DOLE & Ten Cents- CENTS $ 12.10 $ 1911.80 per Lineal Foot Proposal - 3 i .::... n_v..,r:':i::isu, a•�;e.,.�.ia� .. s.•. a, z} Ss`e�k�i}m'v+ih�'lSuLrs;uwaL�.w �w.aza.a ::...1+.,. ..:''.- 0 0 ITEM QUANTITY ITEM DESCRIPTION UNIT PRICE NO. UNIT WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 17. 230 L.F. 18" Reinforced Concrete Pipe 2000 D .Thirteen . , , , DOLLARS ib & Twenty Cents , CENTS $ 13.20 $ 3036.00 per Lineal Foot 18. 1 Each Remove existing 18" C.M.P. ,Eighty- Three DOLLARS- No Cents , , , CENTS $Lumo Sum $ 83.00 per Each 19. 1 Each Remove existing 12" x 18" C.M.P.A. One Hundred & Ten . . . . . . . DOLLARS & No.. Cents. . . CENTS $Lumi) Su $ 110.00 pei Each 20. 1 Each Adjust existing Water Meter Vault to Grade pne pupdred b Fi?iDOLLARS A No, Cents, , , , CENTS $ 150.00 $ 150.00 per Each 21. 3 Each Adjust existing Water Valve Box to Grade Thirty . . . . . DOLLARS &, No Cents , , , CENTS 30.00 $ 90.00 per Each 22. 1 Each Adjust Existing Fire Hydrant to Grade One Hundred & FjftY. . . . DOLLARS &, Np Cents , , , cENTS $ 150.00 $ 150.00 per Each • -s ITEM N0. 23. 24 25, QUANTITY ITEM DESCRIPTION UNIT PRICE UNIT WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 1 Each 1,000 l.f. 8 each Remove & Replace Existing Sewer Manhole Cone and Adjust to Grade Three Hundred DOLLARS & No Cents CENTS $ 300.00 $ 300.00 Per each Install N inch dia. street light conduit One � , DOLLARS �9 & Ninety -Six , CENTS $ 1'96 $ 1960.00 Per lineal foot Install Brooks Bros. No. 5 Pull Box (or equal) Twenty -Two . DOLLARS & No Centse CENTS $ 22.00 $ Per Each i76.00 — TOTAL PRICE WRITTEN IN WORDS: NINETEEN THOUSAND SEVEN HUNDRED AND SIX AND FORTY -EIGHT TOTAL DOLLARS $ '19,706.48 CENTS Proposal -.5 ' .2/7: /67 • • .' ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORKS AS INDICATED IN THIS PROPOSALS TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER. IN CASE OF-A DISCREPANCY BETWEEN WORDS AND FIGURES., THE WORDS SMALL PREVAIL. IN CASE OF AN ERROR IN THE EXTENSION OF A UNIT,PRICEO THE CORRECTED EXTENSION SHALL BE CALCULA.TED AND THE BIDS WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON-THE BASIS.OF THE CORRECTED TOTALS* THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS. PROPOSAL ARE APPROXIMATE ONLYp BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS* THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED IN MAKING UP THIS BID, THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT WITH NECESSARY BONDS WITHIN TEN (10) DAYS NOT INCLUDING SUNDAY., AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT IS READY FOR SIGNATURE, THE PROCEEDS OF CHECK OR BOND ACCOMPANY- ING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH. LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING FOR THE REGISTRATION OF CONTRACTORS,, LICENSE NO. 247553 CLASSIFICATION C -12, - SA - SC -21 - SB -1 ACCOMPANYING THIS PROPOSAL IS Bidders Bond CASHp CERTIFIED CHECK., CASHIERS CHECK OR BOND IN AN AMOUNT NOT LESS THAN IO PERCENT OF THE TOTAL BID PRICE. THE UNDERSIGNED IS AWARE OF THE PROVISIONS OF SECTION 3700 OF THE LABOR CODE WHICH REQUIRE EVERY EMPLOYER TO BE INSURED AGAINST LIABILITY FOR WORKMEN'S COMPENSATION OR TO UNDERTAKE SELF - INSURANCE IN ACCORDANCE WITH THE PROVISIONS OF THAT CODE, AND AGREES TO COMPLY WITH SUCH PROVISIONS BEFORE COMMENCING THE PERFORMANCE OF THE WORK OF THIS CONTRACT. 548 -5511 _ PHONE NUMBER June 17, 1968 DATE 151 Commercial Way R. W. McClellan & Sons, Inc. BIDDERS NAME ., (SEAL) (s) R. W. McClellan, Jr. AUTHORIZED SIGNATURE Costa Mesa, Calif. 92627 A California Corporation BIDDERS ADDRESS TYPE OF ORGANIZATION (INDIVIDUAL., CORPORATIONS CO- PARTNERSHIP) LIST BELOW NAMES OF PRESIDENT., SECRETARYp TREASURER AND MANAGER IF A CORPORATIONS AND NAMES OF ALL COPARTNERS IF A CO- PARTNERSHIPS Rollo W. McClellan, Jr. Pres. Rollo W. McClellan, Sr. Sr. Vice Pres. Michael W. McClellan Secr. Treas. • PAGE 3 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB - CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BID, SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, AND IN ACCORDANCE -WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB - CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE ENGINEER. i' ITEM OF WORK SUB- CONTRACTOR ADDRESS I. Concrete Jezowski & Markel 2. Storm Drain & 5 7 10. H. 12. 2701 W. Edinger St., Santa Ana Sewers Dale Casada 15462 Coronada, Anaheim R. W. McClellan & Sons, Inc. SN BIDDER'S NAME (s,) K. ' MMe 1 al n�AZ AUTHORIZED SIGNATURE A California Corporation TYPE OF ORGANIZATION (IND IV IDUALq COPARTNERSHIP OR CORP CRAT ION) 151 Commercial Way Costa Mesa, Calif. 92627 ADDRESS NATIONAL SURETY COWRORAT1ON BID OR PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS: That We, R. W. MC CLELLAN & SONS, INC. (hereinafter called the principal), as principal, and NATIONAL SURETY CORPORATION, a corporation organized and doing business under and by virtue of the laws of the State of New York, and duly licensed for the purpose of making guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of New York , as Surety, are held and firmly bound unto CITY OF NEWPORT BEACH in the just and full sum of Ten Percent of Contract Bids (hereinafter called the Obligee) Dollars ($ 10%, of Contract) ) lawful money of the United States of America, for the payment of which, well and truly to be made, we hereby bind ourselves and our dnd each of our successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the above bounden principal as aforesaid, is about to hand in and submit to the obligee a bid or proposal for the IMPROVEMENTS TO WEST COAST HIGHWAY FROM STATION 106 - 55.41 to STATION 117 - 12.69 in the VICINITY OF THE BALBOA BAY CLUB: in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefor. NOW. THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null and void, otherwise to be and remain in full force and effect. Stale of Calif' County of Orange $a: On 17th Day of June 1965 , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared George L. Doubledee known to me to be Attorney -in -Fact of National Surety Corporation the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me tit such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official syal -The day and year My Commission Expilg$f. G+mmT.rian Frniret Mrty A. 1910 g ' ion. \f,1� Principal Office in 360212 -66 �° 77R7NNfN ..wmmn...a..'S.e••.COY�(y- NATIONAL .SURETY CORPORATI®W BID OR PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, That We, R. W. MC CLELLAN & SONS, INC. (hereinafter called the principal), as principal, and NATIONAL SURETY CORPORATION, a corporation organized and doing business under and by virtue of the laws of the State of New York, and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of New York , as Surety, are held and firmly bound unto ' CITY OF NEWPORT BEACH in the just and full sum of Ten Percent of Contract Bid: (hereinafter called the Obligee) Dollars ($ 1040 of Contract) ) lawful money of the United States of America, for the payment of which, well and truly to be made, we hereby bind ourselves and our and each of our successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the above bounden principal as aforesaid, is about to hand in and submit to the obligee a bid or proposal for the IMPROVEMENTS TO WEST COAST HIGHWAY FROM STATION 106 — 55.41 to STATION 117 — 12.69 in the VICINITY OF THE BALBOA BAY CLUB: in accordance with the plans, and specifications filed in the office cf the obligee and under the notice inviting proposals therefor. NOW, THEREFORE, if the bid or proposal of said principal shall be accepted. and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null and void, otherwise to be and remain in full force and effect. i IN WITNESS WHEREOF, said Principal and said Surety have caused these presents to be duly signed and sealed this 17th day of June '1968 R. W. MC CLELLAN & SONS, INC, NATIONAL SURETY CORPORATION borge L. Doubledee Attorney -m -Foci i 360277— (NS) -1 1 -66 ti • • PAGE 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, THAT WE, , AS PRINCIPAL, AND AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF DOLLARS /, LAWFUL MONEY OF THE UNITED STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE BIND OURSELVES, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN PRINCIPAL FOR THE CONSTRUCTION OF IN THE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUC- TION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS" WITHIN TEN (IO) DAYS. (NOT INCLUDING SATURDAY AND SUNDAY) FROM THE DATE OF THE MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BEANO REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS DAY OF 19 CORPORATE SEAL (IF CORPORATION) ATTACH ACKNOWLEDGEMENT OF ATTORNEY IN FACT) 0 TITLE INC IPAL SURETY ....... ...... . 0 LABOR AND MATERIAL BOND 0 PAGE 5 KNOW ALL MEN BY.THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED HAS AWARDED TOe ii r4lia�isllsA_4L- i�l�T -r_.. , HEREINAFTER DESIGNATED AS THE "PRINCIPAL"" A CONTRACT FOR `. Coast ftsM" ifrm Station 106 .- 5..5.41 to Station 117 m 12.69 is the vicLuLty of IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE - DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF-REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY KIND) THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: NOW, THEREFORE, , WE R. W, ftclalum b sms 1p I=. AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF LARS 49,033,24 SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT -IF THE PERSON OR HIS SUBCON- TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES, li OR TEAMS, USED IN, UPONj FOR, OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DONE, OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KIND, OR FOR AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH RESPECT TO SUCH WORK OR LABOR, THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIED IN THE BOND, AND ALSO, IN CASE SU1T'I3 BROUGHT-UPON THE BOND, A REASONABLE ATTORNEYS FEE, TO BE FIXED'BY THE COURJ, AS.REOUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. s' ., E (LABOR AND MATERIAL BOND - CONTINUED) • PAGE 6 . THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES, AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BOND, AS REQUIRED BY THE PROVIp.IONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE,. EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE . WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY SUCH CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND. AS AN INDIVIDUAL, IT.. IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL ANn SURETY ABOVE NAMED, ON THE O L DAY OF -, 19i1, . (SEAL) (SEAL) ' (SEAL) CONTRACTOR (SEAL) National Surety Corporati -ri (sedi.) _(SEAL),. APPROVED AS TO FORM: ( URETY - George L. Doubledee, attorney in.fact CITY ATTORNEY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON DATE ATTEST: CITY CLERK State of Calif , t County of Prange S as: On July 1, 1968 , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared George L. Doubledee known to me to be Attorney -in -Fact of National Surety Corporation the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed ti the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. I IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official at a day and year stat - t s rtificate. above. My Commission Expir -. may z, , ^_I KEN4�;" PRPIiFARKER �;cter; PuhHr .' 360212 -6.66 m Sta ?e ci CSICGmia Principal Office in j _- Granite Caunb. _.. f PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, THAT • PAGE 7 WHEREAS, THE CITY COUNCIL OF TyE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED 74 19658 HAS AWARDED TO R. W. McClellan & Sons, - Inc- HEREINAFTER DESIGNATED AS THE "PRINCIPAL"S A CONTRACT FOR Improvements to West Coast Highway from Station 106 - 55.41 to Station 117 12.69 in the vicinity. of *hs.8albca Ray C1121% C 1082 IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF. SAID CONTRACT; NOW, THEREFORE, WE, R. W. McClellan & Sons. Inc. AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND National Surety Corporation I AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF Nine thousand eight hundred fifty -three DOLLARS ($ 9.853.24 ), and 24/100 SAID SUM BEING EQUAL TO 50% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID to THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAY- MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD -! MINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO- VIDED ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN•THIS OBLIGATION SMALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. • • PAGE 8 (PERFORMANCE BOND — CONTINUED) i AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS-OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS AN THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CON- TRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT 15 AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY -THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE lot AY OF , 1964-. (SEAL) e— ! /( /��ISEAL) (SEAL). CONTRACTOR (SEAL) National Surety Corporation `SEAL), SURETY - .. (qe qege re.1 Doubledee, attorney-in-fact APPROVED AS TO FORM* CITY ATTORNEY ..en. State of Calif. ii County of Orange S ss: G� July 1, 1968 , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared George L. Doubled@* i known to me to be Attorney -in -Fact of National Surety Corporation the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official se ,AjAe day and year stated in/his ce➢(ifimte. above. My Commission Expires M" R, 1970 My Commission Expires Y ri lra tig1 -C7u t' in ............. 0...... County 360212--6-66 :............... .........., 0 NON - COLLUSION AFFIDAVIT 0 PAGE 9 THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRES&WT AT THE TIME OF FILING THIS BID, BEING DULY SWORN ON THEIR OATHS "SAY, THAT NEITHER THEY NOR ANY OF THEM, HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER, OR *WITH ANY PUBLIC - OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER, OR SUCH AFFIANT OR AF- FIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGE- MENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, VHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE AT- TACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN THROUGH ANY BID DEPOSITORY, THE BYLAWS, RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL- MAN WHICH IS NOT PROCESSED THROUGH SAID BID DEPOSITORY,, OR WHICH. PREVENT ANY SUB- CONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH 810 DEPOSITORY; THAT NO INDUCE- MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTED, OFFEREDj PAID, OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID 810 OR AWARDING OF THE CONTRACT, NOR HAS THIS BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER,, WITH ANY PERSON WHOMSOEVER TO PAYS DELIVER T0, OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER, ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID. SUBSCRIBED AND SWORN TO BEFORE ME BY THIS 17th DAY of June , 196 8 . MY COMMISSION EXPIRES: R. W. McClellan & Sons, Inc. 151 Commercial Way Costa Mesa, California 92627 (s) R. W. McClellan, Jr,,. _ W{ .�-•� x"'1"7.._ ♦ ,'I'� r1/ Y �araa;ssr�rt Expires A,. ril 7 1^M tv-\A, (Anne Shimmin NOTARY PUBLIC 1 ' SO R ORIGINAL COPY SEE CITY CLER4j FILE COPY PAGE 10 BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY TECHNICAL ABILITY AND EXPERIENCE (THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH WILL ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY.2 EXPERIENCES SKILL�.AND BUSINESS STANDING.) THE UNDERSIGNED SUBMITS HEREWITH A STATEMENT OF HIS FINANCIAL RESPONSIBILITY. THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT WHICH HE HAS SUCCESSFULLY PERFORMED. Past Experience: (s) R. W. McClellan, Jr. SIGNED y; • • PAGE II C O N T R A C T THIS AGREEMENTS MADE AND ENTERED INTO THIS DAY OF 2 196, BY AND BETWEEN THE CITY OF NEWPORT BEACH; CALIFORNIA, HEREINAFTER DESIGNATED AS THE_ CITY PARTY OF THE FIRST PART, AND R. W. McClellan & Sons, Inc. HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF•THE SECOND PART. WITNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS "FOLLOWS; 1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF Improvements to West Coast Highway from Station 106 + 55.41 to Station 117 + 12.69 In The Vicinity of the Balboa Bay Club. AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR.; TO FURNISH AT 'His OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS, IF ANYI AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR: NISHED BY THE CITY)j AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS. 2. FOR FURNISHING ALL SAID MATERIALS AND LABORS TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOSS AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID OR FROM THE ACTION OF THE ELEMENTS, 'OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE 810 IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOYO AND DOES HEREBY EMPLOY THE SAID,CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNERS AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS ;,AND THE SAID PARTIES FOR THEMSELVES,, THEIR HEIRS, EXECUTORS, ADMINISTRATORSO SUCCESSORS AND'ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTOR 0S PROPOSAL/ AND THE PLANS AND SPECIFICAT,IONS3 AND ALL AMEWOMENTS THEREOF, WHEN APPROVED BY THE PAR - TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREE= MENT. Y 2%7/67 • • PAGE 12 5. PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIAN THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN. 6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITYO THE DIRECTOR OF PUBLIC WORKSO AND THEIR OFFICERS AND EMPLOYEES.* FROM ALL CLAIMS LOSS, DAMAGE2 INJURYV AND LIABILITY OF EVERY KIND, NATURE, AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROMTHE:PERFORMANCE bF THE CONTRACT OR WORK, REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMSO LOSS, DAMAGED INJURY2 AND LIABILITY HOWSOEVER THE SAME MAY BE CAUSEDO RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACTO REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF THE PARTIES HERETO HAVE CAUSED PHIS CONTRACT TO BE EXECUTED.THE DAY AND YEAR FIRST ABOVE WRITTEN. CITY OF NEWPORT BEACH* CALIFORNIA MAYOR ATTEST; A C� CITY CL�* H W MCCLELLAN & SONS ISO CONTRACTOR (SEAL) BY: President TITLE 0 -a oa=�� BY: Secretary TITLE APPROVED AS TO FORM: CITY ATTORNEY r, SPECIAL CONDITIONS GENERAL I. SCOPE OF WORK The work to be done under this Contract consists of Street Improvements to West Coast Highway and the furnishing of all labor, materials, and equipment necessary to complete all work as shown on the Plans in accor- dance with the Standard Specifications of the City of Newport Beach and these Special Provisions, and in accordance with the Standard Specifi- cations of the State of California, Department of Public Works, dated July, 1964, that are included by reference only,and in accordance with the requirPmPnts of State Division of Highways encroachment Permit II. CONDUCT OF WORK The Contractor shall maintain the job site in a neat and orderly condition at all times. Any excess spoil shall be immediately removed from the job site. . III. PAYMENT Where applicable, the prices bid for the various items of work shall include full compensation for all the materials and labor necessary for construction of the item complete in place. Payment for incidental items of work not seperately provided for in the Proposal shall be included in the Price Bid for other items of work. IV. COMPLETION OF WORK All work shall be completed within sixty (60) calendar days after date of execution of the Contract by the City. V. CONTRACT DRAWINGS The location of the work, its general nature and extent, and the form and detail of the various features are shown on the following drawings accompanying and made part of these Specifications: LIST OF DRAWINGS DRAWING NO: TITLE Sheet 1 Vicinity Map, Notes, Sections, Construction Notes Sheet 2 Plan and Profile. West Coast Highway Sta 100 + 00 to Sta 110 + 00 Contract No. 1082 Special Conditions - 1 LIST OF DRAWINGS (Continued) DRAWING NO. Sheet 3 Sheet 4 VI. DATUM 1J TITLE Plan and Profile. West Coast Highway Sta 110 +00 to Sta 121 +00 Details All elevations and depths given in the Specifications or shown on the Plans are referenced to the datum plane of mean sea level of the Pacific Ocean, established by United States Coast and Geodetic Survey and adopted as the datum of the County of Orange and the City of Newport Beach. VII. UNFORESEEN DIFFICULTIES Should the Contractor encounter, or the City discover, during the progress of the work subsurface and /or unknown conditions at the site materially differing from those shown on the drawings or indicated in the Specifications, the attention of the City shall be immediately called to such conditions before they are disturbed. The City shall thereupon promptly investigate the conditions, and if he finds that they do so materially differ, the additional work shall, with the written approval of the City, be qualified as "Extra Work." VIII. SCHEDULE OF WORK A complete schedule showing the order and dates the Contractor proposes to carry out the work shall be submitted to the City for approval. No work shall commence until a schedule of work has been approved in writing by the City. IX. UTILITIES RIGHTS -OF -WAY The Contractor shall not be entitled to any extra compensation on account of any postponement, interferences, or delay caused by any pipelines, transmission lines, fences or structures being on the line of the work except as provided in Section 8 -05 and 8 -07 of the Standard Specifications. Contract No. 1082 Special Conditions - 2 y• X. TRAFFIC CONTROL (a) The Contractor shall submit a Plan of the proposed method of Traffic Control to the Engineer for written approval prior to start of the work. No work-say begin prior. to receipt of said written ap 9roval. 1 Public Traffic shall be permitted to pass through construction at all times. (c) Two travel lanes in each direction shall remain open to traffic at all times along Pacific Coast Highway. (d) Full compensation for conforming with these requirements will be considered as included in the prices paid for the various Contract items of work and no additional compensation will be allowed therefor. XI. PROTECTION OF EXISTING UTILITIES The location of existing utilities shall be verified in the field at time of construction. The Contractor shall request each utility company to locate their underground lines prior to commencing work. The City does not guarantee the presence or absence of utilities in any location. It will be the Contractor's responsibility to locate and uncover the existing utility lines sufficiently in advance of the work to determine their location and to work around the utilities at his own expense. XII. EXISTING HIGHWAY FACILITIES The work performed in connection with various existing highway facilities shall conform to the provisions in Section 15 of the State Standard Specifications and these Special Pxbvisions. All debris resulting from the Contractor's operation shall be removed as it develops and before the end of each work day. XIII. EXCAVATION (a) General. Excavation shall include without classification, the rem— oval of all materials of whatever nature encountered, except asphalt paving, including all obstructions of any nature that would interfere with the proper execution and completion of the work. 'The removal of said materials shall conform to the lines and grades shown. Contract No. 1082 Special Conditions - 3 =r, XIV. CONSTRUCTION STAKING All field staking for the control of construction shall be the respon- sibility of the Contractor and shall be performed under the supervision of a Civil Engineer or Land Surveyor licensed to practice in the State of California. Payment fdi all staking shall be included in the unit prices bid for the various items of work and no separate compensation will be made therefore. XV. PAVING The Contractor may, at his option, Blade -lay the base course lift XVI. SALVAGE All material to be salvaged shall be carefully removed and transported, at no additional cost to the City, as part of the unit prices set forth in the Contract, to the City of Newport Beach (4'lr*_' r� Yard at 592 Superior Avenue for storage. XVII. ADJUST EXISTING SEWER MANHOLES TO GRADE The work shall be subject to inspection by the County Sanitation Districts. Contractor shall notify the Districts at (714)540 -2190 at least twenty- four(24) hours prior to beginning any work on the manholes. XVIII. EXISTING DRIVEWAYS The Contractor shall be responsible for maintaining ingress and egress to all private driveways adjoining this work and shall provide a final smooth join between the old and new driveway pavements. XIX. STREET LIGHTING This contract requires the installation of 1Q inch conduit, pull boxes, and sidewalk block outs, to provide for the future installation of street lights. The conduit shall run from a stub end at station 106 +54 to a pull box at station 116 +60. The ends of each section of conduit shall be plugged. The filled -in sidewalk block outs shall be considered as included with the construction of the sidewalk and no additional payment will be made there- fore. Installation shall be in accordance with detail shown on sheet 3 of the Plans and City of Newport Beach Drawing No. Std. 203 -L. Contract No. 1082 Special Conditions - 4 I CERLIFICATE ❑ FIREMAN'S FUND INSURANCE COMPANY OF .INSURANCE FIREMAN �-tT T� 7 THE AMERICAN INSURANCE COMPANY A.© i~ U lily ❑ NATIONAL SURETY CORPORATION TO` AMERICAN M W ❑ ASSOCIATED INDEMNITY CORPORATION • W fl �e uty of Ni. e I N S U R A N C E C o M P A N 1 E F❑ AMERICAN AUTOMOBILE INSURANCE COMPANY DATE : / it This is to certify that the Company or Companies checked above have in force as of the date hereof the following policy or policies NAME AND ADDRESS OF INSURED OR EMPLOYER LOCATION OF PROPERTY, DESCRIPTION OF OPERATIONS, BUSINESS CONDUCTED aL♦ 1P a AY.V L�LliR � �� � s 131 Commercial fty 1111 ogwwatiosa Costa X"a, Couftrsia KIND OF INSURANCE POLICY NUMBER EXPIRATION LIMITS OF LIABRYFY WORKMEN'S COMPENSATION Statutory EMPLOYERS' LIABILITY thousand dollars, each person thousand dollars, each accident BODILY INJURY LIABILITY Other Than Automobile' 20 thousand dollars, each person L IN4129 IAA thousand dollars, each accident thousand dollars, aggregate products PROPERTY DAMAGE Liability other than Automobile 1� thousand dollars, each accident Pt N Lee thousand dollars, aggregate operations thousand dollars, aggregate protective thousand dollars, aggregate products 4I" yo thousand dollars, aggregate contractual AUTOMOBILE: Bodily Injury Liability' PP M ISO thousand dollars, each person IsYV thousand dollars, each accident Property Damage Liability' 4 AlI thousand dollars, each ocoldenl Medical Payments $ each person Comprehensive — Loss of or Damage to the Actual Cash Value Unless Otherwise Slated Herein Automobile, Except by Collision or Upset $ but including Tire, Theft and Windstorm Collision or Upset Actual Cash Value less f deductible .. tNISURANCJja�$N - P.sliNLkR DOUB�,EUEE .fzq.E 17TH'�k�SfFlY�e]g} crssss ���LtTd3RNl%�r s DESCRIPTION AND LOCATION OF OPERATIONS AND AUTOMOBILES COVERFD JR+Brvsaie IWM=t the City of lhge>ICt • It is herNy vsderetoeiLiasd as that the policy to which this certificate► .refers Clay sat be Cassell", satertally clod, sor the amount of covargpe thereof reduced, not the policy allowed to L until tae (10) "" after receipt by the City Clark of the City of art lesch, 'City Sell, Newport Beach, calif., of a register" written settee of each eancells or ro&ctioa is covers". 'If Comprehensive, so state. If not Comprehensive, for "other than Auto ", list form such as OLT, ELEV., etc. In event of any material change in or cancellation of the policy or policies, the Company will make every effort to notify the addressee but undertakes no responsibility by reason of failure to do so. 385020 -3 -65 // i Ad lhurlow R.w.umme"r. :� LEGAL NOTICE LEGAL NOTICE � ITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California until 10:00 a.m., on the 17th day of June, 1968, at which time they will beopet- ed and read, for performing work as follows THE WIDENINGG, OF THE SOUTH 14DF. OF PACIFIC COAST HIGHWAY ADJACENT TO THE BALBOA BAY CLUB APARTMENTS CONTRACT NO. 1082 No bid will be received unless it is made on a proposal form furnished by the Public Works Department. Each bid must be accompanied by cash, certified check or Bidder's Bond made payable to the City of Newport Beach, for an amount equal to at least 10 percent of the amount bid. The documents included within the sealed bids which requir- completion and execution are the following: 1. - Proposal 2. Page 3 - Designation of Sub- contractors 3. Page 4 - Bidder's Bond 4. Page 9 - Non - collusion Affidavit 5. Page 10 - Contractor's Financial Status The documents shall be affixed with the appropriate signatures and titles of the persons signing on behalf of the bidder. For corporations, the signatures of the President or Vice President and Secretary or Assistant Secretary are required and the Cor- porate Seal shall be affixed to all documents requiring signa- tures. In the case of a partnership, the signature of at least one general partner is required. All bids are to be compared on the basis of the Engineer's estimate. The estimated quantities are approximate only, being given solely as a basis for the comparison of bids. No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Divi- sion III of Business and Professions' Code. The Contractor shall state his license number and classification in the propo- sal. Plans, Special Provisions, and Contract Documents may be obtained at the Public Works Department, Citv Hall, Newport Beach, California, at no cost to licensed contractors. A non- refundable charge of $2.00 will he required for each set of plans, special Provisions, and contract documents for others than licensed contractors. It is requested that the plans and special provisions be returned within 2 weeks after the bid opening. 4 non - refundable char @e of $2.00 will be required for each set of City of Newport Beach Standard Specifications. The Citv of Newport Beach reserves the right to reject any or all bids and to waive any informality in such bids. In accordance with the provisions of Section 1770 of the Labor Code, the City ,Council of the City of Newport Beach has as- certained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft or type of workman or mechanic needed to execute the contract and has set forth.these items in Resolution No. 6519. 4 copy of said Resolution is available in the office of the City Clerk in the City of Newport Beach. The followin is the schedule of pprevaiIin g wa e rates, 3966- 67, for a sel g tive list of classi(ications. Tog�ther with the information included in Resolution No. 6519, this schedule is to be considered a part of these contract specifications. Prevailing Wage Rates _ 1966 -67 Classification (Selective Listing) (5/7/66) (5/1/67) Carpenters 4.83 Cement Mason Journeyman 4.60 4.84 Laborers General or Construction 3..0 3.85 Asphalt Raker & Ironer 3.91 4.06 Flagman 3.70 3.85 Guinea Chaser 3.78 3.93 Layin of all non - metallic pipe 4.01 4.16 Tunnel �lassiHcations Vibratorman, Jack Hammer, Pneumatic Tools, (except driller) 4.315 4.4445 0 erating Engineers (7/1/66) (7/1/67) O iter and signalman (Group 0 4.38 4.53 Skiploader (Less % yd.) (Group 2) 4.62 4.77 Rodman and Chainman(Group 3) 4.86 5.01 Instrumentman (Group 4) 4.97. 5.12 Grade Checker (Group 5) 5.16 5.31 Pavement- breaker operator (Group 5) 5.16 5.31 Grade -all operator (Group 6) 5.26 5.41 Teamsters (511166) (5/1/67) Dump Truck Driver (Less than 4 yds) 4.35 4.50 Water truck driver (2500 gat, to 4000 gal.) 4.53 4.68 Building and Construction trades (5/1/66) (5/1/67) Bricklayer & Stone Mason 5.15 5.15 Electrician (7/7/66) (7/7/67) Journeyman Wireman 6.11 6.55 (4/28/66) Lather 4.765 Painters (711166) (711167) Journeyman - Spray 5.22 5.33 Pipe trades Ylumber 5.55 5.64 Anyy classification omitted herein shall be the prevailing era 7t rate. Overtime, Sunday and• Holiday rates are at prevailing craft rates. CITY OF NEWPORT BEACH, CALIFORNIA: Laura Lagios, City Clerk Publish; dune 6, 1968, in the Newport Harbor Ensign X L L ` ' U *THS! 0 mec 1/1 /68 (7) 1 CONTRACT FOR ENGINEERING SERVICES (Widening of Pacific Coast Highway in the Vicinity of the Balboa Bay Club) i 3!i 41 THIS CONTRACT is made and entered into this 2: day of i 1968, by and between the CITY OF NEWPORT BEACH, a 61'i municip la( corporation, herein referred to as "City ", and RAUB, BEIN 71!, FROST & ASSOCIATES, a licensed engineering firm, herein referred to 0 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26',. 27 I 281 29� i 30� 321 I as "Engineer ". RECITALS: 1. The City intends to undertake a Public Works project for the widening of approximately 4000 linear feet of the southerly one -half of Pacific Coast Highway between the westerly limit of the Sea Scout Base and the easterly limit of the southerly extension of Dover Drive. 2. Engineer has submitted a proposal to City to per- form certain engineering and surveying services in connection with said project which City desires to accept. AGREEMENT 1. General City engages Engineer to perform the services hereinafter described for the compensation herein stated and Engineer agrees to perform said services upon the terms hereinafter set forth. 2. Services to be Performed by Engineer The Engineer shall: (a) Conduct a preliminary investigation of the overall project, including necessary contacts with the City, the State Division of Highways, and the Balboa Bay Club in order to ascertain any requirements they might have for the design of the highway widening. (b) Make a field topographic location and elevation survey with sufficient cross sections to provide the necessary field data for design. Enough field data shall be compiled 1 S t f r f c U I: 19, V 1! 2: if 1'. if 15 2( 23 24 21 24 25, 26� 271 28 291 30 31 32 to tie the proposed street improvements into the existing permanent improvements which influence the design, including an evaluation of the drainage requirements. The survey will extend 300 feet past the beginning and end of the project. (c) Prepare street improvement plans and specifications in accordance with the standard requirements of the City and the State Division of Highways for approximately 4,000 feet of widening of the southerly one -half of Pacific Coast Highway between the westerly boundary of the Sea Scout Base and the easterly right -of -way line of the southerly prolongation of Dover Drive for the construction of curb, gutter, sidewalk, paving, a drainage system, street lights, and driveways. The plans will be prepared on standard City plan and profile sheets with the plan view scale of 1" = 40'. (d) Submit the proposed plans to the State Division of Highways and obtain State approval of the project. (e) Prepare construction bid proposals and specification: for the improvements outlined above suitable for use by City in calling for competitive bids. (f) Prepare one final quantity estimate and related cost estimate for the improvements outlined above. (g) Assist the City staff in analyzing the bids. (h) Make its employees available for field trips, con- sultations and advice during the construction period of the project. (i) Check the required shop drawings and make minor revisions of the plans and specifications as necessary in order to accommodate unknown conditions discovered during construction. 3. Completion Time Engineer agrees to use its best efforts to furnish the completed improvement plans and specifications within eight (8) 2. �i Ii weeks after execution of this contract. 2I 4. Payment for Work Payment for the above described services shall be on a 41�'; per diem basis in accordance with the following hourly fees; 5 (a) Consultation and Registered Engineer .... $ 20.00 61, (b) Engineering Design Calculations and Supervision ............................. 16.00 (c) Drafting . ............................... 13.00 (d) Field Survey Crew 33.00 9 10+ The foregoing hourly fees shall be subject to renegotia- 111 tion if the work has not been completed prior to August 1, 1968. 1211 The maximum fee for said services shall not exceed Four Thousand 131 Nine Hundred Dollars ($4,900). i 141 Payment shall be made on a monthly basis following sub - 15�1 mission to City of itemized statements by Engineer. Payment for �i 161 extra work which has been approved in writing by City and for 171 miscellaneous expenses such as the cost of reproducing blueprints 18�11 and other documents shall be reimbursed at the same time as the 191; monthly progress payments. 201 5. Reproduction Costs 2l, City agrees to reimburse Engineer for the actual cost 22j of reproducing drawings and other documents requested by City. 23� 6. Termination 2411 City reserves the right to terminate this contract at �i 25�j any time by giving Engineer three (3) days' prior written notice 26� in the United States mails, postage prepaid, addressed to any of 2711 Engineers business offices. In the event that City shall 28+ terminate this contract, it shall reimburse Engineer for the 29 work done up to the date of termination on the basis of 30. the hourly rates set forth above. 311 7. Amendment 32�! This contract may be amended or modified only by written Ij �I 3. I Ili agreements signed by both parties and failure on the part of either 21; party to enforce any provision of this contract shall not be con- ;; 3 strued as a waiver of the right to compel enforcement of such 41 provision or provisions. 5J 8. Hold Harmless Agreement 61, Engineer shall indemnify and save harmless the City, 71 and its officers and employees, from all damage and liability I 8' arising from any errors, omissions, or negligence in Engineer's 9j performance of this contract or from the engineering work and 101 services herein provided. 11� IN WITNESS WHEREOF, the parties hereto have executed 12�11 this contract as of the day and year first hereinabove written. 13 !� CITY OF NEWPORT BEA H 14 APPROVED AS TO RM: ! O � y j ity nager TUL LY H. SWOUR 16h City Attorney CITY 17,' j 181! RAUB, I OS , & ASS TES 19 B Y obert W. Bean - Presi ent 20 ENGINEER 211 I 22; i 231; 24' 25 +j 26 j i 27'11 28 29 30 �' 311 321' (Execution of this contract by the City Manager authorized by Resolution No, 6421 adopted August 8, 1966.) j �j 4 J! 0 TO: Finance Director FROM: City Clerk SUBJECT: Contract Contract No. 1082.E 0 Date January 29, 1968 Authorized by Resolution No.F421 adopted on8 -8-66 City Manager Date executed Contract January 23, 1968 Effective date of Contract January 23, 1968 Contract with Raub, Bein, Frost 8 Associates Address 136 Rochester Costa Mesa, California Brief description of Contract p[H Widening at Balboa Bav Club Aots. (Engineering Services) Amount of Contract Not to exceed $4,900. City Clerk ih Att: January 150 1968 To. Public Works Director (Attentions Derek H. White) rrout City Attorney Subject: Contract for engineering services (Videniug of Pacific Coast �y in the Vicinity of the Balboa Hay Cluh) . Attached are the original and two copies of the subjecteamtrsat with Raub, Rein, Frost & Associates, which should be svb4tituted for the earlier contract trsa"tted with our memo of Msy 2910 1967. The contract has been approved by me as to form. If the contract is satisfactory to you and the Raginser, it is in order for execution on behalf of.the City and the Engineer, US twoe Atts. cc - City YAnager City Clerk ✓ Tully 1. Seymour City Attorney UUu w '. _ 1 SIT N: December 11, 1967 T0: CITY COUNCIL FROM: Public Works Depart en o w SUBJECT: ENGINEERING SERVICES FOR COAST HIGHWAY ENING IN AREA OF BALBOA BAY CLUB, C -1082 RECOMMENDATION: Authorize the staff" to retain the consulting engineering firm of Raub, Bein, Frost and Associates to prepare plans for widening and improvements on the southerly side of Coast Highway from the Sea Scout Base to the Upper Bay with the fee not to exceed $4,900.00. DISCUSSION: The current budget contains a capital improvement fund appropriation of $15,000.00 for improvements to Coast Highway adjacent to the Balboa Bay Club, The work includes street widening, and construction of curb, sidewalk, and drainage improvements. A portion of the cost is to be borne by the Bay Club in accordance with an agreement between between the Club and the City. The cost estimate and the budget message contemplated that the plans would be orepared by the City. As a result of additional unscheduled work in the office, including the beach erosion problem, the Public Works Department has been unable to meet the desired schedules for some capital improvement projects, among them, the Coast Highway improvements. It is desired to start construction of the work not later than March, 1968 in order to minimize interference,with summer traffic, to precede a proposed State project for resurfacing of the highway, and to meet the commitment established in the agreement with the Bay Club. If this timing is to be met it will be necessary to have the plans prepared by a private engineer, Because of the extremely flat nature of the terrain along the highway and the drainage problems which exist, it would be desirable to establish grades and determine the drainage require -meats for the entire presently unimproved frontage from the Sea Scout Base to the Upper Bay, even though initial construction of improvements would include only the Bay Club frontage, It is felt that the best and most economical overall design would result from this approach. The firm of Raub, Bein, Frost and Associates has offered to perform the necessary topographic surveys and prepare the plans for the entire frontage for a fee not to exceed $4,900,00- The firm has satisfactorily performed other consulting services for the City, including design of the Irvine Avenue realignment in the Upper Bay area which was recently completed. Because of the limited amount of general fund money available, it is pro- posed to finance the design work with gas tax funds, If the Council approves the hiring of the private engineer, a budget amendment will be presented for consideration at the next meetings� nn J seph Devlin P blic rks Director BN /ldg CITY OF PKWPORT BEACH ITY ATTOM V May 29, 1967 To: Public Works Director (Attn.: Derek White) From: City Attorney Subject: Agreement for engineering services with Raub$ Reins Frost 6 Associates (Widening of Pacific Coast High- way in the vicinity of the Balboa Bay Club) Transa.itted are the original and two copies of subject agree- ment. This has been approved as to form by the City Attorney and is in order for execution on behalf of Engineer. THS :aem Atts. cc - City Clerk// Tully H. Seymour City Attorney 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 I (7) day of nmw7t; "City ", and fim, herein 6 na ,09 is.. Made egteved 1W -by and a corporatios. bersi arm, use crMss, to to as a"e4 / c a this tween the CITY ©f /referred to as lioessed eaeinseri 1. The City istands to accdert&** a Public Works pro- ject ror the widening o acific Coast of the Balboa Bay Club. 2. Bngiasar has tt form certain saginesring servic jest which City desires to aeaept. 1. City engages Bagia inafter described for do a user agrees to perform said set forth. WY in the vicinity proposal to city to per - connection with said pre- to perfo the servLoes here - sation bars stated and Bngi- ices upon the terssl hes+eicoafter 2. Services to &2 ?srfQxMd by The Iftine*r st Ili (a) Bstablis amter -line stationing, to inside with that of the Late. Division of )ligl+wAys. (b) Provide all elevation necessary to as lish profile gredos 4t the following hariaontal lecat on 5e fact stations: Center line. Between two existing southbound, Low*. Both edges of paved "shoulder ". Jrain^ge flow line, :aacludinng outside of Limits 1 2 3 4 5 6 7 s' 9 10 11 121 0461 14 15 16 17 18' 19 20 21 22 23 24 25 26 27 28 `mil 30 31 32 of work far aoo� to determine direction of flow not to sxs 300 feet on either and of project. Southerly right of vay or fame line. (c) Provide all existing topography between the conter-line and, the- southerly right of vay line of fence line, includiaft aiaage structures, utility poles and ors, trees and ise,:stc. All topography is, to be tied to established eta And distance from center•lins. (d) Locate and verify existing msrlcs to be used and set temporary bensh rks at 500 fooj intervals based on the existing Orange ty Datum. t (a) Submit all field tee an a rd 8.1/2 x 11, City of Newport Beach field to s to, which are to be supplied by City. 3. Coenlation Timis Engineer agrees to use its t efforts to ccuplete the above described services with fif on (15) days after execution of this agreement. 4. Parent for Work Payment for the described sa i "s shall be on a per dies basis in accordance With tbs fall hourly fees: (a) Registered Engineer..........., •..*#$20400 (b) Design, Calculations and........ .... 15.00 Supervision (c) Drafting ....... « ................. 12.00 (d) Field Survey Crew.. .. 31.00 The maaium fee for said services shall t exceed One Thousand Seven Hundred Fifty Dollars ($1,750.00 . 5. "i productioon Costs City agrees to reimburse Engineer for the 4tual cost of reproducing drawings and other documents requested py City. 6. TTorm ,nation City reserves the right to terminate this Contract at 2* 1 any tu by giving Engineer AdWe (3) days' prior Wfkttft sotiaf�e 2 in the ihui States foaxls ,po9U%e prepaid# addresse4 to 4" of 3 Engineer's business cz i:as. In tiit event that City shall 4 terminate this aontrect, it dell reimburse Easgimeor for the 5 &*W4 work done up to the date of teaz.nation an Ow basis of 6 the nearly rates set forth above. 8 This afire ut asy be amafeded or saoAified only by writ• 9 tan agreements signed ie both parties and urn an tree part of 10 either party to enforce provision of s agrvameent snail not 11 be conswcued as a waiver of the right compel enforcement of 12 such provision or provisions. 13 14 Eng MOM shall indemni saw batrmiese the City, 15 and its of uwrs and employees, f all damage and liability 16 aria ing frm any errors, +eaa3.saians, r aasgligepce in Engineer's 17 performanoo of this agreement or from the e%inaeeerftS work and 18 serevioos herein provided.. 19 IN WITNESS HURWY6 the paeritie }eersto have executed 20 L.-As agreement as of the day sad year fir t berstasbove written. 21 CM OF "T UACX 22 APPRiiVED A'3 To E"€1tMf By 23 ty r H. My�wmr 24 City yAttorney CITY 25 BALM# BEIM* T d. ASeb'GCIATBS 26 27 By .....�.+_......_., ...... ,�. 28 29 30 31 (Exeaution of this agreement by the City !imager authorised by Resolution loo. 6421 adopted August S. 1966.) 32 -0 (4 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. Final ins FOR PERIOD ENDING 'March 19, 1969 PROJECT: Widening of P.C.H. at Balboa Bay Club - BUDGET NO. 26- 3397 -050 CONTRACT NO. (C- Dr ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED CONTRACT TO DATE(°/ ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE(°/ S nd payment to: AMOUNT EARNED $20,520.50 �V^., R. W. McClellan and Son LESS 10% RETENTION .,; V 151 Commercial Way LESS PREVIOUS PAYMENTS 18068.45 Costa Mesa, California AMOUNT DUE THIS REQUEST 2,052.05 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED,%- /- ENG&NEER SIGNED CONTRACTOR BY * ciTr op mrwpow mcm * 3300 W KCWPORT BLVD • =no U&CH uw DAR INVOICE NUMB" OISCOLOM CHARGES Coast Rntrance ACI W10. Dee S'l 9 1 5.47 WALANCE 5 <Y--O—,— FORWARD 7. 7 5 9 3 0 .7569E I il-, 1 7 17.05 I Q 31 12 18 20:47 16a11 5.1 6.1 107 +.0.!iCE 4 0 5 ---------- PAY LAST AMOUNT IN THW.CX)LUMN VolmS, MR CAM 1% o.. no*% hftn.t cb.,"d IL W. McCLBAAN & SONS "tims."o, the Isth 0WA MESA .eat "emb., CALIFORNIA jl T a-4 240 )i-� NOTICE OF COMPLETION PUBLIC WORKS To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on October 25, 1968 the Public Works project consisting of papif,^ act Nig}utay W;dening ® RSC(C 3082) on which c an ns was the contractor, and National Surety Corporation was the surety, was completed. CITY OF NEWPORT BEACH Publi Works Director VERIFiCA ION I, the undersigned, say: I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on January 26, 1969 VERIFICATIC I, the undersigned, say: at Newport Beach, California. I am the City Clerk of the City of Newport Beach; the City Council of said City on �IaT ,a �� ig�g 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 January 26, 1969 at Newport Beach, California. 3300 W. Newport Blvd. CITY OF NEWPORT BEACH California 3Ai.101 i12 CLVI CRIDIT MINORANDON To cancel Iay. No. 486 dated 6/30/69 G — /o'�pZ 394 oere.lebtuary 3,_1969 9.000.00 Memorandum invoice set up for PACMC COAST 1119MY WUMINC Refer to current billing Inv. No. 303 dated 2/3/69 cc Derek White - gag. Dept. 26 -807 Please make check payable to City of Newport Beach. Direct all correspondence to Finance Director, City of Newport Beach, 3300 W. Newport Blvd., Newport Beach, Calif. NB 607 L J 3300 W. Newport BNd. 0 CITY OF NEWPORT BEACH California $03 Date ... !ebru4F.Y..3.2 1969.... IACVU COW N10211AT il""" O - TLCINITT OF SALIM MY CWM CONTRACT 1M Curb d Cutter fldw lk CONTRACT 1174 Cute d flatter iidmalk ti4f13.76 :.a19.6o i 330 19260.40 !i0 3,05 � �� y� �j MAL 4 7{256.36 to Fle a mske- cTiecfL payable Eo City of Newport Beach. Direct all correspondence to Finance Director, City of Newport Beach, 3300 W. Newport Blvd., Newport Beach, Calif. NB 607 I� TO: FINANCE DIRECTOR FROM: Public works Department January 30, 1969 SUBJECT: Pacific Coast Highway Widening - Vicinity of Balboa Bay Club. The widening is now complete. The work was accomplished under Contracts 1082 and 1174. Contract 1082 included from the westerly limits to the main entrance. Contract 1174 from the main entrance easterly. The Balboa Bay Club is to be billed for the cost of constructing the curbs, gutters, and sidewalks. C -1082 Curb and Gutter $2.405.70 Sidewalk 2.819.60 gS.2 ^_5.30 C -1174 Curb and Gutter $1,260.40 Sidewalk 772.68 0_nls_na Total $7,258.38 Please bill the Balboa Bay Club. De H�e Design Engineer CITY OF NEWPORT BEACH.- PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING December 6. 1968 PROJECT: P. C. H. Widening @ B.B.C., Phase I BUDGET NO. 26- 3397 -050 CONTRACT NO. 1082 NO. CONTRACT ITEM PRICE COMPLETE EARNED 3 1 Excavation $ 1.189.00 LS 100% 10189.00 2 C 8 G "A" 2.43 LF 990 2.405.70 3 P.C.C. Sidewalk 0.44/SF 5989SF 2.635.16. �4 Curb only 1.54/0 22LF 33,88 5 Asphaltic Concrete 9.10/Toi 161.25 Ton 1.467.37 I 6 Aggregate Base 4.15/Toi 429 Ton 1.780,35 7 P.C.C. Alley Approach 0.87/SF 212 SF 184.44 8 Rem & Rel Markers 7.50 ea 10 ea 75.00 9 Rem exist A. C, 340.00 LS 100% 340.00 .:. 10 Rem Trees 54.00 ea 5 ea 270,00 11 Rel Exist Sighs 35.00 ea 12 C.B. # 2 586,00 ca 2 ea 1.172,00 13 15" C.M.P. Inlet 165.00 1 ea 165,00 14 iJunction Chamber 265.00 ea 1 ea 265.00 15 Fill Exst. 18" C.M.P. 186.00LS 100% 186.00 16 150 R.C.P. 12.10 /LF d0eted 17 18" R.C.P. 13.20 /LF 391LF 50161.20 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING December 6. 1968 PROJECT: P.C.H. Widening W B.B.C. .Phase I BUDGET N0. 26 -3397 -050 CONTRACT NO. 1082 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 18 Rem Exist 180 C.M.P. 83.00 LS 100% 83.00. 19 Rem Exist C.M.P.A. 110.00 LS 100% 110.00 .. 20 Adj. 4. M. Vault 150.00 LS 100% 150.00 �` 21 Adj. U.B. 30.00 ea 2 ea 60.00 22 Adj. F. H. 150.00 ea 2 ea 300.00 23 Rem & Repl S.M.H. 300.00 LS 100% 300.00 24 nduit 1.96/LF 1.015 LF 1,989.40 25 ull Dox 22.00 ea 9 ea 198.00 0.520.50 ORIGINAL CONTRACT $199706.48 EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED 20 *520.50 LESS 10% RETENTION 72 *052.05 LESS PREVIOUS PAYMENTS5.360.39 AMOUNT DUE THIS REQUESM 08.06 RECEIVF0 L'7C 2 '1., 196E PUBLIC WORKS krio I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT SIGNED SIGNED �n,,. ENGI NtER BY Send payment to: R. W. McClleilan & Son 151 Commercial Way Costa Mesa,_Callfarnla 92628 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING October 15, 1968 PROJECT: P.C.H. Widening @ B.B.C., Phase I BUDGET NO. 26- 3397 -050 CONTRACT NO. 1082 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 Excavation $ 1,189.00 LS 100% $ 1,189.00 2 C & G "A" 2.43 LF 995 LF 2,417.85 3 P.C.C. Sidewalk 0.44 /SF 4 Curb Only 1.54 /LF 22 LF 33.88 5 Asphaltic Concrete 9.10 /Ton 161.25 Ton 1,467.37 6 Aggregate Base 4.15/Ton 429 Ton 1,780.35 7 P.C.C. Alley Approach 0.87 /SF 165 SF 143.55 8 Rem & Rel Markers 7.50 ea. 10 ea. 75.00 9 Rem exist A.C. 340.00 LS 100% 340.00 10 Rem. Trees 54.00 ea. 5 ea. 870.00 11 Rel. Exist. Sign 35.00 ea. 12 C.B. #2 586.00 ea. 2 ea. 1,172.00 13 15" C.M.P. Inlet 165.00 ea. i ea. 165.00 14 Junction Chamber 265.00 ea. 1 -90% 238.50 15 Fill Exst. 18" C.M.P. 186.00 LS 100% 186.00 16 15" R.C.P. 12.10 /LF deleted 17 18" R.C.P. 13.20 /LF 378 LF 4v989.60 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING Octubet 15, 1968 PROJECT: P.C.H. Widening @ B B C Phase I BUDGET NO. 26- 3397 -050 CONTRACT NO. ID82 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 18 Rem. Exist 18" C.M.P. 83.00 LS 100% 83.00 19 Rem. Exist C.M.P.A. 110.00 LS 100% 110.00 20 Adj. W.M. Vaultl 150.00 LS 21 . Adj. V.B. 30.00 ea. 22 Adj. F.H. 150.00 ea. 23 Rem. & Repl. S.M.H. 300.00 LS 90% 270.00 24 Conduit 1.96 /LF 1,000 LF 1,960.00 25 Pull Box 22.00 ea. 8 ea. 176.00 17,067.10 ORIGINAL CONTRACT $19,706.48 EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED 17,067.10 ��� LESS 10% RETENTION 1,706,71 / /L LESS PREVIOUS PAYMENTS 7,756.96 C / / /�J AMOUNT DUE THIS REQUEST 7,603.43 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S I GNED ENG I Nf ER Send payment to: R. W. McClellan & Son 151 Commercial Way Costa Mesa, California 40 14 ..4 .. �� �. CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 1 FOR PERIOD ENDING September 15, 1968 PROJECT:-P.C.H. Widening @ B.B.C., Phase I BUDGET NO. 26- 3397 -050 CONTRACT NO. 1082 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 Excavation $ 1,189.00 LS 95% $ 1,129.55 2 C & G "A" 2.43/LF 3 P.C.C. Sidewalk 0.44 /SF F 4 Curb Only 1.54 /LF 5 Asphaltic Concrete 9.10 /To 6 Aggregate Base s 4.5 /Ton 7 P.C.C. Alley Approach 0.87 /SF 8 I Rem & Rel Markers 7.50 ea. 10 ea. 75.00 9 Rem. exist A. C. 340.00 LS 95% 323.00 10 Rem. Trees 54.00 ea. 5 ea. 270.00 11 Rel.Exist. Sign 35.00 ea. 12 4 C.B. #2 586.00 ea. 2 ea. 1,172.00 13 d 15" C.M.P. Inlet 165.00 ea. 1 -80% 132.00 14 Junction Chamber 265.00 ea. 1 -90% 238.50 15 rill Exist. 18" C.M.P. 186.00 LS 16 JJ'' i 15" R.C.P. 12.10 LF 158 LF 1,911.80 17 18" R.C.P. 13.20/LF 220 LF 2,904.00 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 1 FOR PERIOD ENDING September 15, 1968 PROJECT:-P.C.H. Widening @ B.B.C., Phase I BUDGET NO. 26- 3397 -050 CONTRACT NO. 1082 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 18 Rem. Exist 18" C.M.P. 83.00 LS 100% 83.00 19 Rem. Exist C.M.P.A. 110.00 LS 100% 110.00 20 Adj. W.M. Vault 150.00 LS 21 Adj. V.B. 30.00 ea. 22 Ad'. F.H. 150.00 ea. 23 Rem. & Re 1. S.M.H. 300.00 LS 90% 270.00 ` 24 M Conduit 1.96/1-F 25 Pull Box 22.00 ea. 8,618.85 I a ORIGINAL CONTRACT $19,706.48 EXTRAS TO DATE F C E I V E D Send payment to: CONTRACT TO DATE s:y 0 X1968 R. W. McClellan & Son iIMCUNT EARNED $8,618.85 " 151 Commercial Way Lr.Ss 10,E RETENTION 861.89 Costa Mesa, Calif. LESS PREVIOUS PAYMENTS UYLILJ '�fU11"v '�" •"' AMOUNT DUE TH I S REQUEST D� q,ZS -C8 7,V4,1G I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S 1 GNED /%/'- SIGNED ENGINE R CONTRACTOR BY ❑Preliminary ctoest's prior to award o niro ct. L Control tests on materials actually centering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION If contract us tiact item RESIOEfW.ENGINEER (INSPECTOR) Mnr ty3-va ='j CONTRACTOR ✓rn-s �+�'+•����+ OUTSIDE SEND REPORT :TO': CONSTRUCTION GENCY MAINTENANCE ❑ SUBD. El PERMITS El LOCATION COAST MWV ❑ SEWER ®\ l .qT LT OF (L STA 143-7400 REPRESENTING LIMITS TYPE MATERIAL N.S. 0.9 DEPTH, gft TO � 15 BELOW FINISHED GRADE DATE 9 -12 —C. g TESTED BY: IIN PLACE DENSITY A _ INITIAL WT. TEST SAND 2350 8 WT. SAND RETAINED 3'- C WT. SAND USED 2 3 0 D TEST SAND DENSITY $ , E VOLUME SAND USED ,"3339 F VOLUME CONE + RING S G VOLUME TEST HOLE . 1 H!WT. EX C. SAMPLE +TARE 22. 2 I TARE WEIGHT CORR.MAX.DEASITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE__ CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA.< • FIELD.,' LAB WET WT.- 2 3'- DRY WT. 01 INITIAL WT. SPECIMEN ' MOIST. LM _ N SP. GR. ROCK P WET WT. ROCK 448 DRYWT. ROCK - WET WT. - a. Q DRY WT. - 3 TOTAL DRY WT.: - % ROCK R CORR.MAX.DEASITY +2.O REMARKS: Test Method Calif. 216 -F i B- 1140 L^ METHOD A ❑ S CR SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 12o�. 8 13 2 MOISTURE 37a ur+OER RC = —Al— % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH MAXIMUM DENSITY RATHOLE DATA.< • _ MOLD NO. 1 2 3'- 4 01 INITIAL WT. SPECIMEN 240 Q 240 P WET WT. AT COMPACTION 448 2 85 - - Q DRY WT. COMP. SPEC. - R %MOISTURE +2.O 35• CONDITION OF MOLD G_LOSE W OV. S HT. COMPACTED SPECIMEN 10. itly T WET DENSITY .10.83 131. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L= K= (100 +N) Q =O +(100 % +N) SM. RING .0143 .1810 - R = (P-Q) - Q V = FACTOR x Q = S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F i B- 1140 L^ METHOD A ❑ S CR SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 12o�. 8 13 2 MOISTURE 37a ur+OER RC = —Al— % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH ❑ Preliminory tests prior COUNTY OF ORANGE v to award of contract. . ROAD DEPARTMENT RESIDENT ENGINEER (INSPECTOR) Material Testing;Sectiea •, s CONTRACTOR Pl'azE 'O'Q Control tests u RELATIVE..��C:QMTION entering into works. ..,�: _``'.T,F LZ Stwc If contract, use contract item TEST NO. C— f,SNt>F FIELD NO. 2 CONT: NO. OR" IW.O, OR P.O. OR AHFP) 4P4 —d' DATE REPTD. PROJECT Coasr !,/ A AGENCY _f 14S RESIDENT ENGINEER (INSPECTOR) WT. SAND RETAINED ii.8o CONTRACTOR Pl'azE 'O'Q SEND REPORT TO: CONSTRUCTION ❑ AGENCY MAINTENANCE ❑ SUBp;:.PERMITS ❑ LOCATION LZ Stwc /' T RT LT. OF- STA == 'x'=30 REPRESENTING LIMITS F VOLUME CONE +RING TYPE MATERIAL ^/•-S. 3. F" DEPTH i.+e' TO ZG" BELOW FINISHED GRADE DATE 9 -12 -air TESTED BY: 'L/�M-d�z I _.. _ IN PLACE DENSITY A INITIAL WT. TEST. SAND _f 14S B WT. SAND RETAINED ii.8o C _ WT. SAND USED ' 7, c s 6-TEST SAN_D_DE_NSITY Si• >S E _ VOLUME SAND USED WET WT. AT COMPACTION F VOLUME CONE +RING G -VOLUME TEST HOLE - i:577L H WT. EXC. SAMPLE + TARE 2o.90 I TARE WEIGHT B.oO J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE M MOI S WET WT. ' DRY WT. % MOIST. ±N 2 SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT. -, DRY WT. 3 - a TOTAL DRY WT. % ROCK CORR.MAX.DEN: • _ MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 24pp qp P WET WT. AT COMPACTION P448.. 4 Q DRY WT. COMP. SPEC. R %MOISTURE vt ,gyp CONDITION OF MOLD S /uv moo✓ S HT. COMPACTED SPECIMEN / /.,'o st ii. T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E —F K =J , CONE .1667 — L = K _ (100% +N) Q = 0 + (100% + N) SM. RING .0143 .1810 R = (P —Q) _ Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • METHOD A ❑ $ �� SUMMARY RECORD WHOLE NUMBERS kPLACE OPT. DENSITYMOISTURE �L� TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY � 1 RESIDENT ENGINEER (CITY ENGR.) MA rERt ENGINEER AP RELATIVE COMPACTION ❑Prelin�ary tests prior to oword of contract. . ®Control teats on _materials actually antering into works. PROJECT PAC coAST VWV- ® C RESIDENT ENGINEER (INSPECTOR SEND REPORT TO: CON STR1�CT LOCATION PA o1FiC GOAS� REPRESENTING LIMITS COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section TEST NO — FIELD RELATIVE COMPACTION w oTOs P.O. q AHFPI DATE REPTD. If contract, use eontroct item 6*A 6A'< cijum ::,_..'- cyt26NPORT BEACH TYPE MATERIAL .-S. 15• F. DEPT/Hr DATE 9— (�. S __Ztg. E TESTED BY:�Y - F VOLUME CONE + RING i , 17S i! O IN PLACE DENSITY A _ INITIAL WT. TEST SAND _ B C WT. SAND RETAINED WT. SANE USED 00 D TEST SAND_D_ENS)TY __Ztg. E VOLUME SAND USED____,. - F VOLUME CONE + RING i , 17S i! O G1 VOLUME TEST HOLE HIWT. EXC. SAMPLE +TARE �j U I TARE WEIGHT J WET WT. EXC. SAMPLE % MOISTURE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE CONDITION OF MOLD )ONTRACTOR YAS-6 VA�A Vry JANCE ❑: SUBD. ❑ PERMITS ❑ RT LT OF q- STA lag `%' 75 I TO 17" BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE FIELD AS _ WET WT. DRY WT. 1 , "! MOIST M N SP. GR, ROCK 0 WET WT. ROCK DRY WT. ROCK - WET WT. _ 6 P DRY WT- .- 3 TOTAL DRY WT. ROCK Q CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F "''' J. ,V 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY ,us S-' 5e MOISTURE RC = Z&i2 % TENT. RC = % SPECIFICATION: NL` %. ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) MA ALS;ENa1NEER `� rsa11.93.t RELATIVE COMP;�:CTION, ....; .:; ....... .... • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 , 214 3 4 0 INITIAL WT. SPECIMEN pp P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD G S _ HT. COMPACTED SPECIMEN , T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L =K= (100'9.. +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F "''' J. ,V 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY ,us S-' 5e MOISTURE RC = Z&i2 % TENT. RC = % SPECIFICATION: NL` %. ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) MA ALS;ENa1NEER `� rsa11.93.t RELATIVE COMP;�:CTION, ....; .:; ....... .... CERTIFICATE OF INSURANCE Z- EMPLOYERS MUTUIMLIABILITY INSURANCE COMPAI&OF WISCONSIN EMPLOYM MUTUAL FIRE INSURANCE CO ANY HOME OFFICE: WAUSAU, WISCONSIN This is to certify that such insurance policies (as indicated below by policy number) and hazards covered (as indicated by [X] ) written on forms in current use by the company have been issued. ( X ) This certificate renews or replaces the certificate previously issued. Name alinsured R.W. MC CLELLAN & SONS, INC. ' 151 COMMERCIAL WAY Address (No., street, COSTA MESA, CALIFORNIA 92626 town, state) Kind of Coverage Expiration Date Policy Number Limits of Liability •Workmen's Compensollou indo al Occu iu,lonal Disease 1 o 1 6 9 201 00 0140 9 973 Bodily Injury Property Damage — Each Person °Ce Aggregate V6 Aggregate Comprehensive General Liability ** Manufacturers' and Contractors' Liability ** Owners', Londlords'ond Tenants' Liability ** Owners and Controdors' Proteclive Liability Contractual Liability ** Completed Operations - P,oduds Liability Automobile _ Owned Hired )Nonowned *Full coverage under workmen's compensation low, and as designated in endorsements and policy for coverage B. "In addition to contracts defined in the policy form the contractual coverage afforded applies to: contracts designated in contractual coverage part. I all written contracts. Special Provision Description of Automobile, or, ------------------------------------ Location covered by policies listed in this certifi Notwithstanding the designation or description of any contract or provision thereof, the contractual liability coverage afforded is subject to all of the terms, exclusions and conditions of the policy or any endorsement attached thereto relating to contractual liability coverage. CITY OF NEWPORT Issued by: (X) Employers Mutual Liability Insurance Issuedto: 3300 NEWPORT BLVD. Company of Wisconsin ( ) Employers Mutual Fire Insurance NEWPORT BEACH, CALIFORNIA Company Date SEPTEMBER 10, 1968 Place LOS ANGELES, CALIFORNIA /3 0005 SignedL% --------------- - -- Authorized Company R ese Native This Certificate is not a Policy or a ffinder of Insurance (5) 4 -6B 60 -50 August 28, 1968 TO: CITY MANAGER FROM: Assistant Public Works Director SUBJECT: SIDEWALK CONSTRUCTION ON COAST HIGHWAY ADJACENT TO THE BALBOA BAY CLUB Recently you inquired as to the easterly limit of construction of the subject sidewalk. As you had observed, the walk extends to the end of the existing Bay Club wall. The reasons for this are as follows: 1. The State encroachment permit allows the sidewalk to be constructed only in the wall area. A copy of the permit is attached for reference. 2. In the area southeasterly of the wall there is a substantial grade differential between the elevation of the sidewalk and the elevation of the Bay Club property. When the wall is built it will function partially as a retaining wall, and will simplify construction of the sidewalk to the proper grade. 3. Because of the proximity of the sidewalk to the wall and the grade differential mentioned above, it would be difficult to construct the sidewalk at this time and the wall at a later date without damaging the sidewalk. 6 Benjamin B. Nolan Assistant Public Works Director BBN /ldg Att. V FORM HM -29 • STATE OP CALIFORNIA R F' V F i Y' E DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS AUG 15 1969 RIDER PU41Q, To be attached to and made a part of 768E 6 3o6 �41f jlrlp4 /Encroachment Permit No____ ___________ _'__'7__9._________. To City of Newport Beach. 3300 W. Newport Blvd. Newport Beach, California Attn: Mr. Derek H. 11hite L Design Engineer J Complying with your request of ----- --------------------------- auguet - - -7 2,-_- 168------------------- - - - - -- we are hereby amending above numbered permit as follows: Dateof completion extended to--------- ------ ----- ------- -- ------ --------------------------------------------------------- Location. Along the south side of Irdest Coast Highway, ORA -o01- 18.72/19.27, between Sea Scout Base and Marino Drive (H.E.S. 106 +55 to 122+88) 1. Permission is hereby granted to construct a 6 foot wide P.C.C. sidewalk adjacent to the back of curb within the Division of Highways' right of way with the provision that this variance in policy applies only where a wall exists along the right of way line. The sidewalk shall be constructed on a standard 2% crossfall. 2. Permission is also granted to install electrical conduit between the back of curb and 1 foot southerly therefrom to facilitate future installation of street lights. Except as amended, all other terms and provisions of the original permit shall remain in effect. This rider must be attached to the original permit. Dated at____ Los_ Angeles _____ _ Calif.,___ August 14, 1968 - -- ---- ---- ---- ------ - - - - -- (D) o7- oRA- ool- 18.72/19.27 RJ: jk DEPARTMENT OF PUBLIC WORKS cc: JAL Santa Ana Mtee. Huseby DIVISION OF HIGHWAYS Garcia Subst. R.Cockrell- Const. A. L:, Hli'•li:LHOCH ep y f ^ DirJritl Engineer_- Ass It. Dist. Ptrm@Engi.,,, K.T. I.., ........o. .... ... A m. 9 Balboa Bay Club 1221 W. Coast M giiway Newport Beach, California Attention: Mr, Richard Stevens, Vice President August 19, 1968 SUBJECT: Widening of Pacific Coast. Highway in Vicinity of the Balboa Bay Club C -1082, 1174 Gentlemen: Attached for your information is one copy of State Division of Highways Permit for the project. Also attached is a copy of the Rider allowing us to place the sidewalk, 6 feet wide, adjacent to the curb. Inasmuch as the Club's participation in the cost of the project includes payment for the sidewalk, you should know about this Increased requirement that will result in a small increase in cost. R. W. 14cClellan's contract does not include replacement of the presence detector in the pavement on.ithe highway side of your westerly entrance. will you please arrange to have this replaced after completion of the project. This entrance will, of course, be unusable for about two or three weeks during installation of the storm drain and completion of the widening. Very y truly yours, Derek H. White Design Engineer DHW /ldg 0 R. W. McClellan & Sons 151 Commercial Way Costa Mesa, California Attention: fir. R. W. McClellan August 19. 1968 Subject: Widening of Pacific Coast Highway C -1082 Gentlemen: Attached is a copy of a letter from the Southern Counties Gas Co. regarding possible interference of their lines. Attached also is the print which was included with their letter. Please contact Mr. Weaver and notify him of your storm drain sub- contractor and his proposed starting date. Also, please be sure that all underground subcontractors are aware of these facilities. Very truly yours, Derek H. White Design Engineer DHW /ldg _�v 9 R. W. McClellan and Sons 151 Commercial Way Costa Mesa, California 92627 Attention: Mr. R. W. McClellan August 16, 1968 Subject: Widening of Pacific Coast Highway Adjacent to Balboa Bay Club Apartments C -1082 Gentlemen: Attached is one copy of the State Division of Highways Rider to their Permit No. 768 -E- 769306. Also attached are six sets of construction plans revised to incorporate the Rider's conditions. Since a square foot unit price exists for construction of the side- walk, the increased width required by the State will not necessitate renegotiation of the price. Please be sure that your concrete subcontractor receives copies of these plans. Very truly yours, 14_ Derek H. White Design Engineer DHW /ldg CC: field Engineer a 0 C - /O,? Z- August 12, 1968 07 -ORA- 001 - 18.72119.27 Mr. A. L. Himelhoch, Deputy District Engineer California State Division of Highways 120 S. Spring Street Los Angeles, California 90012 Subject: Widening of Pacific Coast Highway Adjacent to Balboa Bay Club Attn: Mr. R. Jordan, Assistant District Permit Engineer Permit No. 768 -E- 769306 Gentlemen: This is to request your reconsideration of conditions No. 1 and 3 of the referenced Permit. No. 1 - We wish to place empty conduit and pullboxes, as shown on the Plans, to facilitate future installation of street lights. No. 3 - We wish to construct the sidewalk, 5 or 6 feet wide, adjacent to the back of the curb. This location will better serve motorists getting in and out of their automobiles. It will also provide an area for the fill slope, approximately 2 feet high, where grade differentials require it. This request is for areas only where a wall exists along the right of way line. In other areas no sidewalk will be constructed until such wall has been built. This letter is not a request to allow landscaping within the parkway area. Your consideration of these requests, at your earliest convenience, will be appreciated. Very truly yours, Derek H�: White Design Engineer DHW /ldg August 9, 1968 R. W. McClellan and Sons 151 Commercial W�y Costa Mesa, California 92627 Attention: Mr. R. W. McClellan Subject: Widening of Pacific Coast Highway in vicinity of the Balboa Bay Club C -1082 Gentlemen: Attached for your use is one copy of the State Division of Highways Encroachment Permit No. 768 -E- 769306 for the subject project. . Please proceed with the work as soon as possible. Your insurance certificates are in order and the contract should be signed by the City within seven days. As discussed, and as mentioned in the Permit's condition No. 4, the State has pending a project for resurfacing of the travel lanes and possible treatment of the shoulders of this stretch of highway. The State expects to be in this area soon after September 10, 1968. Our intention is to have the underground, curb, gutter and paving completed prior to that time. You will notice that condition No. 1 prohibits installation of the street light conduit. We are requesting the State to reconsider conditions No. 1 and No. 3. We wish to con- struct the sidewalk adjacent to the curb. I will keep you informed of the progress of these requests. I am pleased that you wish to coordinate parts of the work Nth Lynam -Wood, contractor for Phase II of the project, and request, once again, that you begin work as soon as possible. If I can be of further assistance, please call me at 673 -2110, Extension 26. Very truly yours, Derek H. White Design Engineer DHW /rjh Att. �J Balboa Bay Club 1221 W. Coast Highway Newport Beach, California Attention: Mr. R. Stevens, Vice President ! - /vo7Z .. August 9, 1968 Subject: Widening of Pacific Coast Highway in the vicinity of the Balboa Bay Club, C -1082, 1174 Gentlemen: We have this date received an Encroachment Permit from the State Division of Highways giving us permission to do the work. I expect that construction will begin between August 15th and 19th, 1968. I have noticed that many people are parking their cars all day along the area to be paved. I would appreciate your spreading the word of this pending project to help reduce misunderstanding when "No Parking" signs are posted and work begins. It will also allow time for alternate parking places to be located. The permit states that the sidewalk must be placed adjacent to the property line. However, we have had further discussions with the State and intend to appeal this condition. We will keep you informed of our progress. Very truly yours, Derek H. White Design Engineer DHW /rjh SOUTHERN COUNTIES I COMPANY ORANGE COUNTY DIVISION • P.O. BOX 1319 • SANTA ANA. CALIF. 92702 JUSTIN M. KENNEDY EIVIGION MANAGER July 30, 1968 R P C E I V E AUG 01 1968 PUBU vWAKS DEPT. City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention: Mr. Joseph T. Devlin Subject: Widening of Pacific Coast Highway - Drawing R- 5103 -5 Gentlemen: Thank you for the opportunity to review your plans ahead of construction. Here is a print of the area which shows existing gas facilities. We expect that some minor relocation of these facilities will be necessary. Where relocation is necessary to clear the drain- age structure, we proposed to work with your contractor at the time of construction in order to alleviate traffic interference. Please let us know if you agree with our proposal or if you need more information. Sinc rely, H. V. Weaver Distribution Supervisor hvw /ad enclosure 0 FOR FILE ONLY 9 August 8, 1968 TO: CITY MANAGER FROM: Public Works Department SUBJECT: WIDENING OF PACIFIC COAST HIGHWAY'AT BALBOA BAY CLUB During the past months several meetings have been held with the State Division of Highways to determine their requirements regarding the subject project. We have been advised that their policies require that the following conditions be attached to the Encroachment Permit: a. The sidewalk must be placed 2 inches from the property line. It must be a minimum of 5 feet wide. b. All the existing trees must be removed. c. No landscaping will be allowed within the parkway except that a low ground cover may be planted and maintained between the back of the curb and the sidewalk. Tree wells similar to those in Corona del Mar may be allowed. The permit has been requested in accordance with these conditions. When the project was originally conceived it had been planned to place the sidewalk adjacent to the curb, leaving a 2; foot wide planting strip between the sidewalk and the wall. The effect of the above requirements is to eliminate the possibility of providing extensive landscaping adjacent to the wall. Benjamin B. Nolan Assistant Public Works Director DHW /ldg 0 a August 6, 1968 TO: CITY MANAGER FRO14: Public Works Department SUBJECT: THIN BLANKET PROGRAM ON COAST HIGHWAY On Friday, August 3, 1966, I was unable to contact Mr. Ayanian. I was also unable to contact Mr. A. A. Smith who is in charge of Design "D ", the section that is responsible for the thin blanket program on the Coast Highway. I was hottever, successful in contacting Mr. Bork, Sr. Civil Engineer (Ma 0- 5326). He stated that the thin blanket program is a maintenance operation and any alterations to the scope of work would have to be approved by Sacramento. This differs from a minor capital improvement project in which the scope of work can be controlled by the Division in Los Angeles. After explaining our concern over the final appearance of the street he said that they could arrange to Fog Seal the parking strip area so that the entire roadway would have a uniform color at the completion of the project. This type of treatment could bc:::uccessful depending on the quality of workmanship. Mr. Bork agreed to give the City an opportunity to review some of the work of this type being done by the thin blanket contractor in other areas of Orange County. We will be given an opportunity to see the work that is being done before the Coast Highway portion of the project 1s started. After reviewing the quality of this work and its final appearance, the City would be in a better position to make a determination On what we would.accept on the Coast Highway. I have indicated to Mr. Bork that you would like to accompany us on this inspection trip. On Monday, August 5, 1968, I talked to Mr. Ayanian and the thin blanket program. He said that he will to Mr. Reed to approve our permit with our request walk adjacent to the curb. He said that he knew ve the thinkblanket program, but he felt any changes i would be difficult. He suggested that I work with En sneer. Jo ph T. Devlin Pu li Works Director JTD /rjh about our permit give instruction to place.the side - ry little about n scope of work the Design STATE OF CALIFORNIA — TRANSPORTATION AGENCY RONALD REAGAN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS -. DISTRICT 7, P.O. BOX 2304, LOS ANGELES 90054 August 5, 1968 07- LA -60- 31.2/35.44 07 -iA- 164 -4.8/ . , 5.M6:W 07- 0ra -1 -16. 4/23.7 07- 2104.14 Mr. Benjamin B. Nolan Assistant Public Works Director City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Dear Mr. Nolan: We are pleased to inform you that the Contractor, Industrial Asphalt, Inc., has agreed not to start any work in conjuction with the planned resurfacing on Pacific Coast Highway through the City of Newport Beach prior to September 10, 1968. I We will be in touch with your office in early September to confirm the actual date that work will be- gin in conjunction with this contract within the limits of the City of Newport Beach. Very truly yours, a`" C� �of Ra and C. Cockrell Resident Engineer RECEIVED AUG 0 C' 1968 PUBLIC VVUKKS DEPT,. 0 1,2-�, /, July 12, 1968 Southern Counties Gas Company P. 0. Box 1319 Santa Ana, California Attention: Mr. L. M. MacMillan. Section Supervisor Subject: Widening of Pacific Coast Highway Adjacent to Balboa Bay Club Gentlemen: Attached is one set of prints of our drawing R- 5103 -5 for the subject project. We have applied for a permit from the State Division of Highways and expect to be under construction after Labor Day. 1968. The first contract encompasses the area adjacent to the B. B. C. from the Sea Scout Base to the Club's main entrance. The second contract covers the area from the entrance to the westerly limit of Bayshores. These two contracts will probably be constructed simultaneously. The timing for widening adjacent to the Sea Scout Base and Bayshores is not yet known. If any of your facilities have been omitted or plotted incorrectly. please send us information that will allow us to correct the plans. If you have any questions. please call me at 673 -2110. extension 26. Very t yours. Derek H. White Design Engineer DHW /rjh Att. Pacific Telephone b Telegraph Company 311 E. Balboa Boulevard Newport Beach. California 92661 July 12, 1968 Attention: Mr. A. Schvarz, Senior Engineer Subject: Widening of Pacific Coast Highway+ Adjacent to Balboa Bay Club Gentlemen: Attached is one set of prints of our drawing R- 5103 -5 for the subject project. We have applied for a permit from the State Division of Highways and expect to be under construction after Labor Day, 1968. The first contract encompasses the area adjacent to the Balboa Bay Club from the Sea Scout Base to the Club's main entrance. The second contract covers the area from the entrance to the westerly limit of Bayshores, These two contracts will probably be constructed simul- taneously. The timing for widening adjacent to the Sea Scout Base and Bayshores Is not yet known. If any of your facilities have been omitted or plotted incorrectly, please send us information that will allow us to correct the plans. If you have any questions, please call me at 673 -2110, extension 26. Very truly yours. Derek H. White Design Engineer DHW /rjh Att. • Southern California Edison Company 538 Main Street Huntington Beach, California July 12, 1968 Attention: Mr. E. T. Olsen, Customer Service Planner Subject: Widening of Pacific Coast Highway Adjacent to Balboa Bay Club. Gentlemen: Attached is one set of prints of our drawing R- 5103 -5 for the subject project. We have applied for a permit from the State Division of Highways and expect to be under construction after Labor Day, 1968. The first contract encompasses the area adjacent to the Balboa Bay Club from the Sea Scout Base to the Club's main entrance. The second contract covers the area from the entrance to the westerly limit of Bayshores. These two contracts will probably be constructed simul- taneously. The timing for widening adjacent to the Sea Scout Base and Bayshores is not yet knonw. If any of your facilities have been omitted or plotted incorrectly, please send us information that will allow us to correct the plans. If you have any questions, please call me at 673 -2110, extension 26. Very truly yours, ti Derek H. White Design Engineer DHW /rjh Att. le • June 20, 1968 Balboa Bay Club 1221 West Coast Highway Newport Beach, California Attention: Mr. Richard Stevens. Vice President Subject: Widening of Pacific Coast Highway adjacent to Balboa Bay Club Apartments, C -1082 Gentlemen: Bids for the subject project were received on June 16, 1968. The tow bidder is R. W. McClellan and Sons of Costa Mesa. The cost of constructing the curb, gutter and sidewalk is estimated to be $5,000.00. including $280.00 for contingencies. This figure Is based on estimated quantities and the final cost wilt be deter- mined by the actual construction. Please deposit $5,000.00 with the City's Finance Director at your earliest possible convenience, so that we may award the contract. If a refund is forthcoming, it will be made upon completion and ac- ceptance of the work by the City Council. Very truly yours, Joseph T. Devlin Public Works Director DHW:ms cc: City Manager CITY OF NEWPORT BEACH REQUEST FOR FUNDS TO: FINANCE DIRECTOR FROM: Public Works Department SUBJECT: REQUEST FOR FUNDS REQUEST FOR ADDITIONAL FUNDS $ 4,500.00 r � June 20. 1968 FUNDS ARE NOT AVAILABLE IN THE CURRENT BUDGET. ADDITIONAL APPROPRIATION TO ACCOUNT # 22-3397 -050 IS REQUESTED. ADDITIONAL FUNDS ARE NEEDED FOR: The contract for widening Pacific Coast Highway adjacent to the Balboa Bay Club, C -1082. REQUEST FOR TRANSFER OF FUNDS, $ TRANSFER FROM ACCOUNT # TO # FUNDS ARE AVAILABLE IN THE CURRENT BUDGET. TRANSFER OF FUNDS IS NEEDED FOR: APPROVED: CITY MANAGER INANCE UIRECTOR &. (DEPARTMENT HEAD May 27, 1965 TO: CITY MANAGER FROM: Public Works Department SUBJECT: COAST HIGHWAY WIDENING COST ESTIMATES Transmitted per your request are three copies of the cost estimate for widening of Coast Highway adjacent to Bay Shores, the Balboa Bay Club, and the Sea Scout base. The costs have been broken down in the same fashion as was done for the Bay Club, although the circumstances are somewhat different in that the City is not the landowner of the other two parcels. Please note that the estimates do not include the cost of engineering or street lighting. All design engineering has now been completed, and the street lighting cost estimates are indicated below: Bay Shores Bay Club Sea Scouts Benjamin B. Nolan Assistant Public Works Director BBN /ldg Att. $9,000 presently budgeted 5,000 �_' CITY OF NEWPORT BEACH CALIFORNIA R. W. McClellan 6 Sons, Inc. 151 Commercial Way Costa Mesa. California 92627 City Hall 3300 W. Newport Blvd Area Code 714 673 -2110 June 26, 1968 SUBJECT: Improvements to West Coast Highway from Station 106 + 55.41 to Station 117 + 12.69 In The Vicinity of the Balboa Bay Club C -1082 GENTLEMEN: four ENCLOSED ARE F COPIES OF THE CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF THE SUBJECT PROJECTo ACTION AWARDING THIS CONTRACT TO YOU WAS TAKEN BY THE CITY COUNCIL ON June 24, 1968. IT WILL BE NECESSARY FOR YOU TO EXECUTE THE LABOR AND MATERIAL BOND) PERFORMANCE BOND) AND THE CONTRACT. THE DATE OF THE CONTRACT IS TO BE LEFT BLANK) AND IT WILL BE FILLED IN WHEN THE CITY EXECUTES THE AGREE- MENT. THE CONTRACT DOCUMENTS WILL BE/ DISTRIBUTED AS FOLLOWS: (1) CITY CLERK) (2) PUBLIC WORKS DEPARTMENT, (,3J CONTRACTOR) (4) BONDING COMPANY) AND (5) CITY FINANCE DEPARTMENT. IN ADDITION TO THE ABOVE DOCUMENTS) PLEASE SUBMIT CERTIFICATES FOR PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AND WORKMEN'S COMPENSA- TION INSURANCE. THE FOLLOWING INSURANCE REQUIREMENTS MUST BE STRICTLY FOLLOWED: I. THE CITY OF NEWPORT BEACH IS TO BE NAMED AS AN ADDITIONAL AS- SURED ON THE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE. 2. THE LIMIT OF THE INSURANCE SHALL BE AS FOLLOWS: A. LIMIT OF LIABILITY FOR INJURY OR ACCIDENTAL DEATH: ONE PERSON ONE ACCIDENT $100)000.00 $300)000.00 B. LIMIT OF LIABILITY FOR PROPERTY DAMAGE: ONE ACCIDENT $ 25)000.00 AGGREGATE LIABILITY FOR LOSS $ 50)000.00 PAGE 2. 3. THE POLICIES SHALL BE ENDORSED AS FOLLOWS' "IT 1S HEREBY UNDERSTOOD AND AGREED THAT THE POLICY TO WHICH THIS CERTIFICATE REFERS MAY NOT BE CANCELLED, MATERIALLY CHANGEDy NOR THE AMOUNT OF COVERAGE THEREOF REDUCED, NOR THE POLICY ALLOWED TO LAPSE UNTIL TEN (10) DAYS AFTER RECEIPT BY THE CITY CLERK OF THE CITY OF NEWPORT BEACH, CITY HALLS NEW- PORT BEACH CALIFORNIA, OF A REGISTERED WRITTEN NOTICE OF SUCH CANCELLATION OR REDUCTION IN COVERAGE." PLEASE SUBMIT YOUR PROPOSED STARTING DATE IN ORDER THAT WE MAY PLAN OUR IN- SPECTION SCHEDULE. THE SPECIFICATIONS REQUIRE THAT ALL OF THE ABOVE DOCUMENTS BE RETURNED TO THE CITY WITHIN 10 DAYS AFTER THEY HAVE BEEN MAILED TO YOU. VERY TRULY YOURS oink N. whi is Daiya Eagiaaer "m Acts. scs Emlalw's Iasunm wo Nilshiw tas **less Califemis ►s~ sad osselsN uo Eat 170 stoat cau Nms calitsrais Fes. • r 6 f N Q Uo 0;: �Z (n • Q W W W Z ~ O Z FU[il N 0 r W W Z N �II��e�RI��II�nRIE11��11111 f��ilA�lIIIII IIAIOI 1111u i II��E�E���II���IIIII imm N6ME11111 N 0 r W W Z N r a f N O CD Q � Uo a�Q �t-nm •W Z (n ��Z F"0z F U Ul 9 N L W W . N s N9NdlllllAlll�11111 �II�i�IIN�I�AIII� � III MINIMUM Il 9 N L W W . N s 6/12/68 MEMO TO FILE SUBJECT: P.C.H. WIDENING ADJACENT TO B.B,C. Met with Mr. Jordan of State Division-It Highways, Permit Section at site and reviewed plans. Jack Raub did not keep appointment. The following facts resulted from the meeting. 1. The State will not permit sidewalk adjacent to curb in an 8 -foot parkway. Back side of sidewalk to be 2 inches from property line. 2. All trees must be removed. 3. No landscaping is allowed within an 8 -foot parkway. 4. Drainage requirements: a. A Clean Out or Catch Basin must be constructed with not more than 300 feet of pipe between. Therefore, manhole at Sta. 104 +50 must move to 103 +10, and C.B. or M.H. be constructed at 106 +55 when temporary inlet removed. b. Minimum size pipe allowed is 18 ". c. Finish grade elevations to be shown on Structure at 108 +89. d. One set of drainage calculations to be submitted with permit. Will hand deliver 5 prints of Plans to Mr. Jordan in Santa Ana office on June 25th. (He is on vacation until then.) _ Derek H. White Design Engineer 9 TO: City Engineer May 14, 1968 FROM: Design Engineer SUBJECT: Widening of P.C.H. - Sea Scout Base to Dover Drive The following is a breakdown of proposed cost participation for the subject project: A. Adjacent to Sea Scout Property - CITY - (street, storm drain and miscellaneous improvements) .............. $17,200.00 COUNTY - (curb, gutter and sidewalk) .............. 2,735.00 $19,935.00 B. Adjacent to Balboa Bay Club Apartments - CITY - (street, storm drain and miscellaneous improvements) ........................... $15,035.00 BALBOA BAY CLUB - (curb, gutter and sidewalk) ..... 4,555.00 $19,590.00 C. Adjacent to Balboa Bay Club - Easterly of Main Entrance CITY - (street, storm drain and miscellaneous improvements) ... ...... $ 4,600.00 BALBOA BAY CLUB - (curb, gutter and sidewalk) ..... 2,390.00 $ 6,990.00 D. Adjacent to Bay Shores - B.B.C. to Dover Drive CITY - (street, storm drain and miscellaneous improvements)......... ... ... ... . . ...... $ 9,760.00 IRVINE COMPANY - (Curb, gutter and sidewalk) ...... 6,270.00 $16,030.00 These costs do not include lighting, engineering or striping. Derek H. White •: Design Engineer DHW:ms x v v Y a .4 x .n I � T I), future Mall Fu fury:. Lonq�scoPir�9 x F �'ufure v 6. t �I o Prop 40 a' Proposed si de wo /k Proposed Curb Pr OR o s s d A. C. Pv / ovee A7?. Bose ♦1 //07`'e5• Pro�oosed i /eMs t!vi/i 6e Corsfrucled unoler City con�roc� ?. Fufure items fo be consirucfeal by- alb o o 8 47y- CITY-OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T YPI CAL 5,E07-101V FOR S SIDE of COA5T H /GNWA E. o -{' ENT-PANCE To 6. B. C.' DATE APPROVED a z a o �p t� o. �x 4! o PUBLIC WORKS DIRECTOR R.E. NO. - DRAWING -N0. 1W- 5'i0_.7 G CITY OF NEWPORT BEACH January 15, 1968 To: Public Works Director (Attention: Derek H. White) From: City Attorney Subject: Contract for engineering services (Widening of Pacific Coast Highway in the Vicinity of the Balboa Bay Club) Attached are the original and two copies of the subject contract with Raub, Bein, Frost & Associates, which should be substituted for the earlier contract transmitted with our memo of May 29, 1967. The contract has been approved by me as to form. If the contract is satisfactory to you and the Engineer, it is in order for execution on behalf of the City and the Engineer. THS:mec Atts. cc - City Manager City Clerk Tully . S ; ur City Attorney CITY OF NEWPORT BEACH REQUEST FOR FUNS TO: FINANCE DIRECTOR FROM: Public Works Department SUBJECT: REQUEST FOR FUNDS REQUEST FOR ADDITIONAL FUNDS $ 4.900.00 FUNDS ARE NOT AVAILABLE IN THE CURRENT BUDGET. ADDITIONAL APPROPRIATION TO ACCOUNT # ADDITIONAL FUNDS ARE NEEDED FOR: S. IS REQUESTED. Engineering Services for field survey and design of the widening of the southerly side of the Pacific Coast Highway from the westerly end of the Sea Scout Base to the Upper Bay Bridge. Retention of a consulting engineer's services was approved by the City Council on December 12. 1967. (use Gas Tax Funds) REQUEST FOR TRANSFER OF FUNDS, TRANSFER FROM ACCOUNT # FUNDS ARE AVAILABLE IN THE CURRENT BUDGET. TRANSFER OF FUNDS IS NEEDED FOR: APPROVED: CITY MANAGER FINANCE DIRECTOR TO # DEPARTMENT HEAD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard Date January 4, 1968 TO: Raub, Bein, Frost & Associates 136 Rochester Street Costa Mesa, California ATTENTION: Mr. Bob Bein SUBJECT: Pacific Coast Highway Widening at Balboa Bay Club We are Transmitting the following: No. Conies Descr 1 Structural Section Results from Orange County Road Department Remarks: We requested these tests in anticipation of a request from the State Division of Highways relative to the structural section that they may require. You may now wish to use them when discussing the section with the State. Copies to: By: Derek H. White Design Engineer A. S. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR OC L. MCCONVILLE R. V. WISE r ASST. ROAD GOMMISSION£q .'F"' GOVNTY SVRVEYOR AND SURVEYOR R. B. VAILE W. L. ZAUN DIVISION ENGINEER - OPERATIONS REFUSE DISPOSAL ENGINEER N G E M. I. STORM DONIS BARRETT DIVISION ENGINEER - ENGINEERING BUSINESS MANAGER TELEPHONE: 034 -3456 AREA CODE 714 ROAD DEPARTMENT (' ENGINEERING BUILDING R P1 3 {P E 400 WEST 0TH STREET SANTA ANA, CALIFORNIA 92701 December 18, 1967 _ 2 1967 Mr. Joseph T. Devlin Director of Public Yorks Cite of Newport Beach Cite Hall 1.300 Y. Newport Boulevard Newport Beach, California Attention: Mr. Edwin L. McDonald SUBJECT: Pacific Coast Highway. Dear Sir: PUBLIC VYi Mt S DEPT, Corings of the existing structural sections were taken along the southerly edge of pavement on Pacific Coast Highway as requested by your letter dated December 7, 1967. The above information obtained is as follows: Location 1. Sta. 3+50 - 201± N/R/Y. 2. Sta. 13+30 _ 18'± N/R/Y. 3. Sta. 31+00 - 221+ N/R /Y. Structural Section b "AC /9 "AB 4- MC /6- 3 /14 "AB 5 "AC /5 "AB It is hoped this information will fulfill your needs for the present. An itemized statement will be forwarded at the end of the month by the Orange County Road Department Accounting Office. Very truly yours, A. S. SOCH Road Commissioner and County Surveyor BY: Y. L. ZAU4Y Division Engineer — Operations YLZ:FFL:bt Ott& . rte. 0 T December 11, 1967 Raub, Bein, Frost, & Associates 136 Rochester Street Costa Mesa, California Attention: Mr. Robert Bein Subject: Widening of the Pacific Coast Highway between Post Miles 18.7 and 19.1 Gentlemen: Please submit a proposal for the engineering services required to prepare complete improvement plans for the widening of the Pacific Coast Highway in the vicinity of the Balboa Bay Club. The widening shall be on the southerly side of the highway between the existing edge of the pavement or where designated by the State Division of Highways; the southerly property line and between the westerly limits of the Sea Scout Club; and the southerly extension of Dover Drive (a distance of approximately 4,000 feet). The typical section desired shall be as shown on the % x 11" sheet given to you on December 6, 1967, i.e., a 5 -foot wide sidewalk im- mediately behind the curb within the 8 -toot wide parkway, 8 -inch curb face with 2 -foot gutter. You are required to determine the State Division of HighwAP's re- quirements regarding the structural section and quantity of removal and replacement of existing pavement, if any. Also, to submit your proposed plan to the State for their review and approval and request an Encroachment Permit from them allowing the City to have the im- provements constructed. 0 Page 2 e The design shall provide for the preservation of existing improvements and trees wherever possible and shall provide methods of disposal of wtorm waters satisfactory to both the City and the State Division of Highways. Street light installation is proposed for this area in the near future. The City will indicate the proposed locationssof these lights on one of the prints that you will provide for our review of the preliminary design as sent to the State. Provisions for installation of these lights and appurtenances shall then be incorporated with the final im- provement drawings. The City will provide standard mylar or linen sheets on which the drawings are to be prepared. Your fee should be based upon your standard hourly rates. "not to ex- ceed" total included. Very truly yours. Derek H. White Design Engineer DHW:naj Att: • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: ZOle �� /� �-A� IN PERSON I FIRM: �bt b� �• TELa7`r�' -ffZ�� JELCON 1-1 To: F IRM: 4'(!Y TEL. SUBJECT: NO. , INIT. DATE P.W. DIRECTOR ASST.P.W. DIR. - z UTILITY SUPT. TRAFFIC ENGR, ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN I I FILE: DATE: • �hT <r.«a/ G'Crbu/ ��oS� /�sr ��i.°!�J'�rv'ey /� G Gny:.- F/P} " / /,.�, �yr��f /z' � /ooluc2. Via•^- $' /y�C��.,. • i ACTION REQUIRED 0 "= /c se PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. BLOCK. DATE DUE -Amt 71 1967 RAUB# BtIN# FROST AND ASSOCIATES CONSULTING CIVIL EIIGINEERG 136 ROCHtSTtR STREET COSTA MESA# CALIFORNIA 0 sic SUBJECTS WIDENING OF PACIFIC COAST HIGHWAY IN THE VICINITY OF THE BALBOA BAY CLUB. GENTLEMEM9 THIS IS TO ACKNOWLEDGE RECEIPT Of YOUR PROPOSAL FOR FIELD SURVEY SERVICt3 FOR THE SUBJECT PROJECT. I REGRtT TO REPORT THAT THIS PROJECT HAS 0E9M POSTPONED BY THE CITY NAMAGER. IT ALSO APPEARS THAT# SHOULD IT BE REVIYED# THIS WORK MAY BE PERFORMtO DY CITY FORCES. I WISH TO THANK YOU FOR YOUR PROMPT SUBMITTAL AND OF►ER OF YOUR DESIGN KNOWLEDGE RELATIVE TO THE PROJECT, VERY TRULY YOURS, CITY Or NEWPORT BEACH DEREK H. WHITE DESIGN ENGINEER OW/LT CITY OF NEWPORT BEACH CITY ATTORNEY DEPARIMM- 11 C W, WK3 uk.PA4�t To: THS:aem << From: 7 Atts. F? L A;z !IV, _Y Subject: qW I Mub, Bein, cc City Zoast High- - ----- - ab) Transmitt ject agree- ment. T1. ty Attorney and is it THS:aem << -.-f C. 1". J. Atts. F? L A;z !IV, _Y cc City • STATE OF CALIFORNIA — TRANSPORTATION AGENCY RONALD REAGAN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS s DISTRICT 7, P.O. BOX 2304, LOS ANGELES 9DO54 April 27, 1967 07 -ORA -1 General Mr. Benjamin B. Nolan City Engineer 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Your letter of April 17, 1967 requested the State to participate in a widening project along the Southerly side of East Coast Highway between post miles 18.7 and 19.1. Please provide us with a rough plan which shows the limits of your proposed construction and the preliminary details, such as curb and sidewalk location, revisions in striping, storm drain location, etc. With this information we will be able to determine any possible basis for participation. In general our policy does not allow us to participate in the construction of curb, gutters, sidewalks and parking lanes. It is also unlikely that we will be able to participate in the construction of any drainage facilities. Very truly yours, A. W. Hoy Deputy District Engineer By `�2/� %� 7� W. K. Hashimoto Assistant District Engineer APRIL IT* 1967 CAL1rOrMIA STAT[ DIVISION OF H10"YS P.O. BOX 2304 T9RNINAL ANNtx LOS AIIA map CALIMMIAS ATT9NTIoNs MR. A.M. Hoy Dcpm DISTRICT EMOIHtcR SUW[CTI PIIOP=[0 hgoov[NCHT Or EAST COAST HIGHWAY 99TWCII M#L[►OSTS 047 AND to . _... __. /9•i 0[AR EIRt TN9 CITY Ash CUMMUTLY PLANNING A P*"CT TO INSTALL CUM# OWTTCM SIOtWALK AMO PAVtNC11T WIDENING AL TNt SoyVtgftv *In Or EAST COAST HIGMYAY $CTWtEM MILE POSTS M;jj AM 10,M. /87 /9�/ Tut CURD I9 PRopOSCO TO at LOCATED 42 rtET Orr Or Tut C[NT9R L.1N9 Of COAST HIGHWAY. TNt SIDtWALM WILL 9MT[ND % ri9T raw TN[ rAtt Or CURB. Tug UMPA199 AREA S9TWt9N THE PRC9LHT 90" Or ►AVtNM AND THt PRO ►OSLO GUTTLR WILL St PAVCD CONSTRUCTION WILL 89 SCN9DWLt0 cARLY IN FISCAL YEAR 9967 -6�. PLCASC RtV19W TIME PROPORD CONC[PT AM LtT US KUM IF THE STAT9 WILL M: ASLt TO PARTICIPATC IN THE PROJECT. Wt WILL AP►R[CIATt ANY COIMMS, 09"NOIHG 0991= D9TAILS THAT YOU WOULO WAIT INC1.USt0 10 THt YIN" KSIGN. TH99t SNOYLO BE FGAl WARM AS SOON AS ►OSSIGL9 AS 0991410 IS HOW UNDCR WAY. Ir YOU HAVt ANY OWtSTIONS IKOAIH/ING THIS PROJ[CTr PLtAS9 CONTACT am PROJECT ENGINc[R$, DcocK H. WHIT[• V9RY TRULY YOURS B[NJANIM B. MOLAH CITY ENOINitll DHWINAJ wl- Ll q AL LJ PUBLIC WORKS CITY MANAGER PUBLIC WORKS DIRECTOR WEST COAST HIGHWAY WIDENING AT BALBOA SAY CLUB DISCUSSION: kc NDvematR 14, 1966 THE ESTIMATIID CONSTRUCTION COST OF THE PROPOSED WIDENING OF THE WEST COAST HIGHWAY ADJACENT TO THE BALBOA BAY CLUB IN FRONT OF THE PRESENT DEVELOPMENT (965') AND THE 741AL FRONTAGE (1650.261) IS AS FOLLOWS: ALTERNATIVE A (8' WIDE PARKWAY) New CONSTRUCTION (965') TOTAL (1650.26') PAVING (4" A.C. /12" A.B.) AC $12.00/TON 5.40 /FT. A.B. $8650/ToN $ 5121I 80910 CURB AND GUTTER 0 2.40 /FT. 21316 3,960 DRAINAGE 1 -7' INLET I, J0 11000 100' 18" R.C.P. �i $20 1FT 210:00 2,000 STRIPING AND BARRICADES 14,000 11000 ENTRANCE DETAILS 1.000 TOTAL $111527 $17,870 SIDEWALK COAST. @ $1.75 /FT (1690 21$90 TOTAL (INCLUDING SIDEWALK) $131217 $201760 ALTERNATIVE B.(6, WIDE PARKWAY) PAVING u $7.20 /FT 'o 6948 o� 11188�0 CURB AND GUTTER @ $2.40 /FT. 21316 3,960 DRAINAGE CONSTRUCTION 31000 31000 L, PAGE 2 ALTERNATIVE B (CONTD) NEW CONSTRUCTION TOTAL STRIPING & BARRICADES 10000 10000 ENTRANCE DETAILS 1.000 TOTAL $13,264 2o,84o 3' SIDEWALK CONST. @ $1.50 /FT. 1.448 2.475 TOTAL (INCLUDING SIDEWALK) $14,7:2 $23015 ESTIMATED PARMING STALLS 40 70 THE ESTIMATED COST OF THE ENGINEERING IS $2000. THE PLANS COULD BE PREPARED BY THE ENGINEERING DIVISION WITHIN 2 MONTHS. THE MINIMUM TIME IN ORDER TO OBTAIN AN ENCROACHMENT PERMIT IS 6 WEEKS. BIDS POR THE CONSTRUCTION COULD BE OBTAINED IN 4 WEEKS. BASED ON THE ABOVE MENTIONED CRITERIA, IT IS ESTIMATED THAT THE CONSTRUCTION COULD BEGIN AT THE EARLIEST ON APRIL Is 1967- JOSEPH T. DEVLIN OUBLIC WORKS DIRECTOR MJAi NAJ s S 5 l -1 5 1 :1 49.4 4 .. B CL CO 501 5 5 N m N� BOA e' B' 4' Q' 4 "4. C, •• 4' CONC. S/OEWAL IC ••LANDSCAPE .4.PEA .41 TERNAT/VE \A" NE 2.6' 3.5 4 A.C. lvQtt I /Z "Q.B r u, 'LAN ,0SCAPE AREA w W AL TERNATi ✓E ''6 I o zs ,� iao zoo 5D aa /T q :: C.4tE iN FEET Ci Y i.✓'0' LWI!'ld i ��Cli� DRAWN DATE PUBLIC GJORKS DEPARTMENT APPROVED W,65 7' COAST NW Y. PA1,EMEA/T PUBLIC WORKS DIRECTOR W104=AI /N6 . A7'-,6A1-80A _ BAY CLUB R.E. NO. DRAWING NO. BY R>IOB• BEIN• FROST & ASSO *TES CIVIL ENGINEERS & LAND SURVEYORS DATE SUBJECT -- 2VL67- COAST / -116,q yA}1 SHEET NO,Zc OF--i— /tiQM ITEM DESCRIPTION QUANTITY UNIT COST ITEM COST TOTAL A Erc av�r�ion 400 cY Z6 B - jvzia�)/ -1 2,-) 71- /00 Cf Erg VA f°N Sue 7orac /Zoo pO Tr' 5Xreel /rte rov1err/7�en -l� / 1 A // r J�P�G I / C_ Ori Cre k /`i-Z TNS p U -' /TN B A5p a/l C'av // %irs B`= /)s7 ,/ C A 3rega�e /3asc /z" 43o Tons 3 —° Tn ✓ D �r /ire e C'oa � /GS GA/ �yA N� N — E TYPe i9 -2 Cui6�` Gu /�er (a "cam) /D /5 LF 2O° Lf _.�o3a°o ✓ F PCG Curb On /y 22 LF / so GF �/ G F'CC Side wa /E S 0 So 6 09-0 sF 2 5 ZS °- it 2/%IOJ �e���e, $aIteye �rJe /✓%ar�ers /D Ea /� / ,4 . » l ,3 3ZO °= 1 Alley ✓1/PPi'oac/i /l 5 5F o 7-6 5 /Z3 75 K remove EXisr;y Tees Z E� /00 =` zoo ✓ Z Tck Coal 7S 6a/ Auov6 . M 2e /ocale Exis Sign 25 °°- S�a Tra4= 7,5 7o �s 1n/a �er — J c per SY,5 &n A (/a/ve Box /o 50 B Ad/usf ,5rXl F. T , alz / Ea /0 C) C o /Q'JL/5 Exi5 u / 7� Grade / Ea soo -" Soo elo Sue Iert+c = /loo ° = .7L S for/n D�pir/ St�S �zr//. A Curb /r//el (faIC17' &:5 ;1 ") (w =7'% Z Ea.. /000 ° — °�. 2000 °= ✓ B Eecooslrruc� E!> >� Jong St /uc / EA /000 =�. Novo ° = /8" PGP L�2000 -O) 23o IF 36Bo°= /SB LIZ /5 =° LF Z370 = Pe//7ovz E,ris� /B" CMP /G GF _ L S ¢E °° / F i� °/Hove Ei /ter /Z "x / ° "CI�/ffl 3G LF LS /08°" a F// e�Fii 15 ¢ 13 "Cr?P 0//f Comp S4i7 cl 5 5 LF L S //o °�. ✓ %/ % °rriParAr /S" C, I� 112 /ef / �a /oo °° /oc SO- sr.= 9416= TrA� = 19se6�s r L COST `+k �'E'STIMATE X p Jo,U —k C ATT S ITEM QUANTITY UNIT PRICE AMOUNT /Z :. ! 1 3000 f�3-'r /7ao /3lr�d UTILITY CONNECTIONS CONTINGENCIES (10%) 36n ENGINEERING COSTS ARCHITECT'S FEE TOTAL AMOUNT TO BE BUDGETED CITY MATERIALS CITY LABOR ESTIMATE PREPARED BY: O• W11 C DATE�� 1 r Cm Ar,,mw 5EAC94 - PlYBLBC WOWS W&mEmT I: ESTIMATING FORM CT WiOEN /rl/G Z�Y CGt18 fo Sys C3 Pl4ELIMBNP DIVISION DATE /2- -/6-66 Cep FINAL „��� S� Liam _ s_ za -/7 6•Fm /.f. NO. ITEM QUANTITY. UNIT PRICE AMOUNT f/V /NG 4%�IC. 2:518 38�D s•�' 090 3,46a ¢o I s4o S /OEVVAL 3200 S,f p.3> /2 T,P �vcE �ETi/ /LS L. S /, aoo ST.e /,oiNG cf. GS, / aDO /Z6Zo � 0 C. Or/ //H CHCieS Io • I i a y. CITY OF NEWPORT BEACH CALIFORNIA f,hr. Al d=d a. Suvv '�, VIZOPM, i4lut, lu Aw Mst owt N,Mg2oft swea2, California 3"do Z*4* wau 44.ja:mt to coapt i its IN4T )"T. stovNW4 MM pr %Me or ;�jS lott-*-r U to CofilM t M of III* Cirf Ommcll EaUft at Via ftftilu#, holi on rovo-lbo 14., lWt with r4spoct to the zaqwot of t,4* U-lbw aw too fu a Vivo* of Oka six -feint. %exi=ft �mj�,Aqhl 11%pitAt:LM VMliczblo to tu wall propwAod to be cm- stTwt" by the Aalbes Bw aw 4m; the Q,-*ls Tj *440" to 1p�fh; two% - to bo waived 13 the lift=taum cmtolue4 in Smtl4m 20.09,17,007do AMIL"I cbft whit* Ti is %be !�"Jjht of "lls In ryar Y=%b U m R-4 a" th a 2wimm of six iftt. Kg:m won LIE Yom very trdy, HARM L. MX 3M city YAmapr REARN larg"Tz VPE� .-ffvp-� G. lu u oro H� C� h ZOO / as aa� I< Ino v` as A as VEW 4 "4C. / /?A B. C) WALL -N � � � 8 °CU,P6E'GUTTEQ �. � V LA.VOSCAPE .4.PEq i _ TYPIC4L. SECT /OA/ B.4L60,4 BAY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P..4C /F /C COAST 1-1141Y P..41/EME/VT WIDEANAIG AT 8.4480.4. BAY CLUB 501 DATE /Z. /7 - APPROVED PUBLIC WORKS DIRECTOR R.E. NO. DRAWING NO.