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C-2524 - Hospital Road Widening, Dover Drive, Balboa Yacht Basin Marina
6 0 CITY OF NEWPORT BEACH October 6, 1987 Gillespie Construction, Inc. 3004 Deodar, Ste D Costa Mesa, CA 92626 Subject: Surety: The Aetna Casualty and Surety Ocupany Bonds No. 865100260115 Contract No.: C -2524 Project: Hospital Road Widening, Dover Drive Sidewalk and Balboa Yacht Basin Marina Storage Units The City Council of Newport Beach on September 14, 1987 .accepted the work of subject project and authorized the City Clerk to file a Notice of Cmpletion and to release the bonds 35 days after the Notice has been recorded in accordance with applicable sections of the Civil Code. The Notice was recorded by the Orange County Recorder on September la, 1987, Reference No. 87- 528739. Sincerely, zl� � Wanda E. Raggiozq F City Clerk MM-.FM cc: Public Works Departmnt r City Hall • 3300 Newport Boulevard, Newport Beach, California 92663 RETU N TO- C1erk��Z 2ZGr, i of Newpggr. Bach a0 Newport Blvd. ewport Beach, CA 92663 -3884 87528739 OOyEfOiMM f CODE 6103 COWAN ION NOTICE OF COMPkETION NO CDNStDNION PUBLIC WORKS EXEMPT C1 OF ORAN IN COUNTY. CALIFORNIA E -$ so PM SEP 1 s 1V l o All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on September 14, 1987 the Public Works project consisting of Hospital Road Widening, Dover Drive Sidewalk _ and Balboa Yacht Basin Marina Storage Units (C- 2524). on which. U3.1lesple Constructio: was the contractor, and The A, was the surety, was completed. I, the undersigned, say: Inc., 3004 Deodar. Ste D. Costa MOF CINEWPORT BEACH viM.t Public Works Director VERIFICATION 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 September 15, 1987 at Newport Beach, California. Public Works Director VERIFICATION OF CITY CLERK I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on September 14, 1987, 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 RtCM Ctt Ccna I. OCT S 19ST Ifsass, ��t. September '15, 1987 at Newport Beach, California. I/ )tl eel UIVII DOW-1014 mmm -IYW Em ornmmvl 4p. ifs[ Z T30 CITOOF NEWPORT kACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 September 16, 1987 County Recorder's Office P.O. Box 238 Santa Ana, California 92702 (714) 6443005 Enclosed is the following document for recordation and return to the above -named office: Hospital Road Widening, Dover Drive Sidewalk and Balboa Yacht Basin Marina Storage Units (C- 2524). Sincerely, Wanda E. Raggio • /��J� City Clerk 3300 Newport Boulevard, Newport Beach i 0 • TO: CITY COUNCIL FROM: Public Works Department September 14, 1987 BY THE CITY COUNCI, CITY COUNCIL AGENDA CITY OF NEWPORT BEACH ITEM NO. F -18 SEP 141987 APPROVED SUBJECT: ACCEPTANCE OF HOSPITAL ROAD WIDENING, DOVER DRIVE SIDEWALK AND BALBOA YACHT BASIN MARINA STORAGE UNITS (C -2524) RECOMMENDATIONS: 1. Accept the work. 2. Authorize the City,-Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the'bonds 35 days after Notice of Completion has been recorded in accordance with applicable sections of the Civil Code. DISCUSSION: The contract for the construction of the subject project has been • completed to the satisfaction of the Public Works Department. The bid price was $244,792.00 Amount of unit price items constructed 234,297.38 Amount of change orders 43,213.27 Total contract cost $277,510.65 The variation in the amount of unit price items constructed was pri- marily related to the change orders. Five change orders were issued. The first, in the amount of $4,374.22 provided for the reconstruction of an addi- tional area of pavement on Hospital Road and the removal of wet and unstable ground. The second, in the amount of $3,869.53, provided for an additional 12 -inch drain, relocation of the existing irrigation control wires and supply line, additional cross walk striping and a change in the island curb, all at the Hospital Road site. The third, in the amount of $13,611.80, provided for re- moval of saturated earth and installation of a sub -drain system at the Dover Drive site. The fourth, in the amount of $19,904.34, provided for lost time to the masonry contractor when the saturated ground was encountered, modifications to the wall necessitated by the wet ground, raising the height of the wall to accommodate the slope, a change in the wall backfill and the removal and re- placement of existing curb and gutter which had settled. The fifth, in the •amount of $1,453.38, provided for miscellaneous asphalt patching adjacent to the replaced curb and adjacent to an existing drive on site and for connection of an existing drain to the storm drain system. Funds were budgeted in the General Fund, Account Nos. 02- 3397 -370 and 02- 3386 -015; the Gas Tax Fund, Account No. 19- 3306 -005; and the Tide and Sub- merged Lands Fund, Account No. 23- 5395 -035. September 14, 1987 Subject: Acceptance of Hospital Road Widening, Dover Drive Sidewalk and Balboa Yacht Basin Marina Storage Units (C -2524 Page 2 • The contractor is :Gillespie Gonstruction of Costa Mesa. The contract date of completion was June 1, 1987. The work was substantially completed by May 29, 1987, with the exception of a gate hinge which was back ordered. All work was completed by August 26, 1987 Exhibits are attached for reference. Benjami B. Nolan Public Works Director GPD: • ,D r \ G�� �..�.i�I{�?\ .. � \)i Maw` mil•. ,� "'•d 11 �U�I �I� I 6 mot,' i i . rl-' `d• •nP 10 \ C �j _ p L❑. f I.1 , '' a •.•' v J \\ L) All •} Tae, � n , � � . n e � c; /-' ^+Y _. \ �J ,rr• ��_-, rte' 1 • � z' � l lti�..- �. \ ill ^�,.rn X11 r_�,0 , s� \ !` ` 1 vf/'i - I dY n {11!{wF°+'�I�cfi�c� I L c• \ \ \\`^'. 1•n .Y .i'(yC..�i t�, � Cv r' � \\ (:•.,a ^ \ v" �,{ f I..y,•,,�Ioi? �� B� '� P�; ' o aL ir C�L/ In e ��� . cam �� �: p �.;; � ►� � `�� � � �''• ' �'^ [�,(Yq, n•,C.'1r�® a �n�) sir i; ...r. �—�1 �_ �' •'�: t D -. 'x y3W \ v�o R:�I ®r'�p, j _ :Ij � a� k .s', ii •i�5'y� �i` C .'� V °jivp4Ai.`T- - ��' -=- ��3 j � >!J <; �� ���%;...,: w:: + � ��n, �•p�. -.. C -2524 DRAWN DATE CITY WORNEWPORT SD ARTMENT t,�RO„ED1� ,HOSPITAL ROAD WIDENING STEVEN L DOVER DRIVE SIDEWALK EXHIBIT A 3 T C7 • • y N NO SCALE BALBOA YACHT BASIN MARINA BALBOA YACHT BASIN STORAGE UNITS DRAWING Na EXHIBIT CITY OF NEWPORT BIACH Off$ 0>~.THE CITY CLERK P.O. BOX 1768, IU MPORT BEACH, CA 92658-8915 TO: 1'INANCE DIRECTOR FROM: CITY CLERK DATE: February 23, 1987 SUBJECT: Contract No. C -2524 Description of Contract 1) Hospital Road Widening from Newport Blvd. (State Highway 55) to North Newport Blvd., 2) Dover Drive Sidewalk (West Side) North of Cliff Drive, 3) Balboa Yacht Basin marina storage Units Effective date of Contract February 20, 1987 Authorized by Minute Action, approved on February 9, 1987 Contract with Gillespie Construction, Inc. Address 3004 beodar, Ste D Costa Mesa, CA 92626 Amount of Contract $244,792.00 " �f Wanda E. Raggio , City Clerk WER:pm Attachment 3300 Newport Boulevard, Newport Beach Sealed bids may be rec 3300 Newport Boulevard, P. 0 CITOLERK 1) HOSPITAL 'R©AD- 1RbM -1 FW NEITPORT Bpi C NORTH NEWPORT BOULEVARD 2) DOVER DRIVE SIDEWALK (WEST SIDE) NORTH OF CLIFF DRIVE 3) BALBOA YACHT BASIN MARINA STORAGE UNITS pow U Title of Project 2524 Contract No. $200,000 Engineers stimate W c�� o n )s, Clerk, 92658 -8915 MT fir HWAY 55) TO Approved by the City Council this 12th .day of January , 1987. a" e. 6.,:e - Wanda E. Raggio ff City Clerk Prospective bidders may obtain one set of bid documents at no cost at the office of the Public Works Department, 3300 Newport Boulevard, P. 0. Box 1768, Newport Beach, CA 92658 -8915. Lloyd Dalton For further information, call Steve Luy at 644- 3311.. ro ecL Manager <: i ..i.��yy aj i CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROPOSAL (1) HOSPITAL ROAD WIDENING FROM NEWPORT BOULEVARD (STATE HIGHWAY 55) TO NORTH NEWPORT BOULEVARD (2) DOVER DRIVE SIDEWALK (WEST SIDE) NORTH OF CLIFF DRIVE (3) BALBOA YACHT BASIN MARINA STORAGE UNITS CONTRACT NO. 2524 To the Honorable City Council City of Newport Beach 3300 Newport Boulevard P. 0. Box 1768 Newport Beach, CA 92658 -8915 Gentlemen: PR 1.1 The undersigned declares that he has carefully examined the location of the work, has read the Instructions to Bidders, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete this Contract No. 2524 in accordance with the Plans and Special Provisions, and will take in full payment therefor the following unit price for the work, complete in place, to wit: ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1. Lump Sum Mobilization and traffic control Twenty Thousand Dollars and No Cents Per Lump Sum 2. Lump Sum Excavation and removals @ Forty Thousand Dollars and No Cents Per Lump Sum 3. 644 Place 8" -thick crushed aggregate base Tons $20.000.00 $40,000.00 @ Twenty -Three Dollars and No Cents $ 23.00 $14,812-00 15-e-r Ton 4. 257 Place 3" thick A. C. base course Tons @ Sixty Dollars and No Cents $ 60.00 $15,420.00 Per Ton t 1 U L 7 O V1 /I .r 9 V t t '• i •r •r O �r T •r NrY )O a V L OCR 7 V d 4J 4J h r• = V) C r 4J 4- Cr•r ° row o O O), H N y C M C C L W N O 747 •r N 47 47 O 41 C L O O- ur N O L l V N N ac ° 41 V- 4S d °4 444 N44 N CLL4-O) 0w00•r- r ^O O C yC O%44v E L N 47 N 6666 n VI •r O TC >u 01 L d O 4J >n Cl. � 40 -• y° L- 44Ja 40 O'3 L t C = X yQ W 4-) C X 0i3oV L. Et m i p r L C p> A H t O )O L O 4-10 n u U F Z = T Z O 4 H Q U m w CO F-� N Z M O L. H41 J czc LLS a v v) 47 w i J .1.) O )Ji O N (D U W H V K N cc If) K N w U O v O N H H U' Z W Z U' W < � O 3 N Q d oz cy ., J Q Q f (L H Q Q = m PR 1.2 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 5. 130 Place 1" and variable -thick AC Tons @ Seventy -Five Dollars and No Cents $ 75.00 $ 9,750.00 Per Ton 6. 565 Construct Type A2 -8 or Type A curb Linear and gutter Feet @ Fourteen Dollars and No Cents $ 14.00 $ 7,910.00 Per Linear Foot 7. 80 Construct Type B curb Linear Feet @ Fifteen Dollars and No Cents $ 15.00 $ 1,200.00 Per Linear Foot 8. 10 Construct Type E curb Linear Feet @ Ten Dollars and No Cents $ 10.00 $ 100.00 Per Linear Foot 9. 9,110 Construct 4" PCC sidewalk Square Feet @ Two Dollars and Twenty -Five Cents $ 2.25 $24.497.50 Per Lump Sum 10. 5 Cohstruct PCC access ramp Each @ Five Hundred Twenty -Five Dollars and No. Cents $525.00 $ 2,625-00 ac 11. 35 Construct Type C PCC curb and gutter Linear Feet @ Fifteen Dollars and No Cents $ 15.00 $_ 525.00 Per Linear Foot Y i 1 • • PR 1.3 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 12. 95 Construct PCC cross gutter Square Feet Four Dollars and Fift Cents S-4.50 $ 427.50 Per quare oot 13. Lump Sum Relocate electrical pull box, sprinkler controller and meter box Fifteen Hundred Dollars and No Cents $ 1,500.00 er Lump Sum 14. Lump Sum Relocate water meter meter and backflow preventer @ Fifteen Hundred Dollars and No Cents $ 1,500.00 Per Lump Sum 15. 1 Construct curb inlet Type OL (L = 7') Each modified @ Forty Five Hundred Dollars and No Cents $ 4,500.00 $ 4,500.00 16. 1 Construct curb inlet Type OS (L = 3.5') Each modified @ Three Thousand Dollars and No Cents $ 3.000.00 $3,000.00 Per Each 17. 33 Install 18" RCP Linear Feet @ One Hundred Fifteen Dollars and No Cents $ 115.00 $3,795.00 Per Linear Foot 18. Lump Sum Abandon and plug existing storm drain facilities @ Five Hundred Dollars and No Cent $ 500.00 Per Lump Sum PR 1.4 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 19. Lump Sum Replace existing 14' curb inlet with 7' curb inlet Type OL including 24" diameter storm drain pipe @ Five Thousand Dollars and No Cents $ 5,000.00 Per Lump Sum 20. 3 Construct corner connection Each @ One Thousand Dollars and No Cents $1,000.00 $ 3,000.00 21. 20 Construct concrete block retaining wall Linear H = 218" Feet @ Forty Five Dollars and No Cents $ 45.00 $ 900.00 er Linear Feet 22. 88 Construct concrete block retaining wall Linear H = 314" Feet @ Fifty Dollars and No Cents $ 50.00 $ 4.400.00 Per Linear Foot 23. 232 Construct concrete block retaining wall Linear H = 410" Feet @ Sixty Dollars and No Cents $ 60.00 X3,920.00 Per Linear Foot 24. 56 Construct concrete block retaining wall Linear H = 418" Feet @ Seventy Five Dollars and No Cents $ 75.00 $ 4.200.00 Per Linear Foot 25. 44 Construct concrete block retaining wall Linear H = 5'4" Feet @ Eighty Dollars and No Cents $ 80.00 $ 3,520.00 Per Linear Foot � I I PR 1.5 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 26. 4 Construct concrete block retaining wall Linear H = 610" Feet @ Eighty Five Dollars and No Cents $ 85.00 $ 340.00 er Liner Foot 27. 510 Install 4" PVC Pipe Linear Feet @ Ten Dollars and No Cents $ 10.00 $ 5.100.00 Per Linear Foot 28. 250 Install Enkadrain # 9120 Filter Fabric Square Yards @ Twenty Dollars and No Cents $ 20.00 $ 5,000.00 Per Square Foot 29. 7 Core through curb for PVC pipe Each @ Fifty Dollars and No Cents $ 50.00 $ 350.00 Per Each 30. Lump Sum Remove existing storage unit and salvage gates @ Four Thousand Dollars and No Cents er Lump Sum 31. Lump Sum Construct Storage Unit A including salvaged gates and door @ Four Thousand Dollars and No Cents er Lump SUM 32. Lump Sum Construct Storage Unit B including fabricated gates @ Five Thousand Dollars and No Cents Per Lump Sum $4,000.00 $ 5.000.00 PR 1.6 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 33. 2 Construct PCC Access Ramp (Modified) Each @ Three Hundred Dollars and No Cents $ 600.00 Each 34. Lump Sum Signal modification, striping, etc., per Plan T- 5395 -S @ Thirty Seven Thousand Dollars and No Cents $37,000.00 Per Lump Sum 35. 1 Construct junction structure Each @ Four Hundred Dollars and No Cents $ 400.00 $ 400.00 Each TOTAL PRICE WRITTEN IN WORDS Two Hundred Forty -Four Thousand Seven Hundred Dollars and Ninety Two Dollars and No Cents Cents $ 244,792.00 January 29, 1987 GILLESPIE CONSTRUCTION,INC. Date B TJFe r (714) 457 -0233 S/ Steven M. Mur'-ow, Vic Bidder's Telephone Number Authorized Signat re /4 Title A 447025 3004 Deodar, Ste D, Costa Mesa, CA 92626 Contractor's License No. & Classification Bidder's Address INSTRUCTIONS TO BIDDERS The following contract documents shall be completed, executed and received by the City Clerk in accordance with NOTICE INVITING BIDS: 1. PROPOSAL 2. INSTRUCTIONS TO BIDDERS 3. DESIGNATION OF SUBCONTRACTORS) 4. BIDDER'S BOND (sum not less than 10% of total bid price) 5. NON- COLLUSION AFFIDAVIT 6. TECHNICAL ABILITY AND EXPERIENCE REFERENCES except that cash, certified check or cashier's check (sum not less than 10% of the total bid price) may be received in lieu of the Bidder's Bond. The title of the project and the words SEALED BID shall be clearly marked on the outside of the envelope containing the bid. The City of Newport Beach will not permit a substitute format for the contract documents listed above. Bidders are advised to review their content with bonding and leaal aaents Drior to submission of bid. Bids shall not be received from bidders who are not licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The low bidder shall also be required to possess a City of Newport Beach business license prior to execution of contract. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of bid totals. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held respon- sible for bidder errors and omissions in the PROPOSAL. Contract documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For part- nerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -7981 inclusive). The Contractor shall be responsible for compliance with Section 1777.5 of the California Labor Code for all apprenticeable occupations. A 447025 Contr's Lic. No. & C assification January 29, 1987 Date GILLESPIE CONSTRUCTION, INC. Bidder S /St a n u Vow, Vice President Authorized Sig ature /Title Page 2 Y Page 3 DESIGNATION OF SUBCONTRACTOR(S) The undersigned certifies that he has used bid(s) of the following listed subcontractor(s) in making up his bid,and that the subcontractor(s) listed will be used for the work for which they bid, subject to the approval of the Engineer and in accordance with the applicable provisions of the Specifications. No change of subcontractor may be made except with the prior approval of the Engineer.and as provided by State law. Subcontract Work Subcontractor Address 1. Surveying Coast Survey Santa Ana 2. Block Wall J & R Anaheim 3. Concrete Markel Costa Mesa 4. Signals Baxter - Griffin Stanton 5. AC Vernon Irvine 6. 7. 8. 9. 10. 11. 12. GILLESPIE CONSTRUCTION, INC. k" Bidder S/S evei n M.r ow, Vice President Authorized �ignatur—eTTitTe KNOW ALL MEN BY THESE PRESENTS, That we, GILLESPIE CONSTRUCTION, INC. , as bidder, and THE AETNA CASUALTY AND SURETY COMPANY as Surety, are held and firmly bound unto the City of Newport Beach, Calfornia, in the sum of TEN PERCENT OF THE AMOUNT BID Dollars ($ 10% ), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden bidder for the construction of ITAL G in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden bidder shall duly enter into and execute a contract for such construction and shall execute and deliver to said City the "Payment" and "Faithful Performance" contract bonds described in the Specifications within ten (10) days (not including Saturday, Sunday, and Federal holidays) from the date of the mailing of contract documents for execution to the above bounden bidder by and from said City, then this obligation shall become null and void; otherwise it is and shall remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any bidder above named executed this bond as an individual, it is agreed that the death of any such bidder shall not exonerate the Surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 27th day of January , 1987 . (Attach acknowledgement of Attorney -in -Fact) S /June Dolan Notary Public Commission Expires: June 4, 1990 GILLESPIE CONSTRUCTION. Bi er S /Steven M. ro ,Jii, President Authorized Signature /Tit THE AETNA CASUALTY AND SURETY COMPANY Surety By S /Kenneth A. Coate Title Attorney-In -Fart FOR ORIGINAL 6 CITY CLERK'S FILE COVage 4 BIDDER'S BOND KNOW ALL MEN BY THESE PRESENTS, That we, GILLESPIE CONSTRUCTION, INC. , as bidder, and THE AETNA CASUALTY AND SURETY COMPANY as Surety, are held and firmly bound unto the City of Newport Beach, Calfornia, in the sum of TEN PERCENT OF THE AMOUNT BID Dollars ($ 10% ), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden bidder for the construction of ITAL G in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden bidder shall duly enter into and execute a contract for such construction and shall execute and deliver to said City the "Payment" and "Faithful Performance" contract bonds described in the Specifications within ten (10) days (not including Saturday, Sunday, and Federal holidays) from the date of the mailing of contract documents for execution to the above bounden bidder by and from said City, then this obligation shall become null and void; otherwise it is and shall remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any bidder above named executed this bond as an individual, it is agreed that the death of any such bidder shall not exonerate the Surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 27th day of January , 1987 . (Attach acknowledgement of Attorney -in -Fact) S /June Dolan Notary Public Commission Expires: June 4, 1990 GILLESPIE CONSTRUCTION. Bi er S /Steven M. ro ,Jii, President Authorized Signature /Tit THE AETNA CASUALTY AND SURETY COMPANY Surety By S /Kenneth A. Coate Title Attorney-In -Fart NON- COLLUSION AFFIDAVIT The bidder, by its officers and agents or representatives present at the time of filing this bid, being duly sworn on their oaths, say that neither they nor any of them have, in any way, directly or indirectly, entered into any arrange- ment or agreement with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever; or such affiant or affiants or either of them has not directly or indirectly, entered into any arrangement or agreement with any other bidder or bidders, which tends to or does lessen or destroy free competition in the letting of the contract sought for by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the bylaws, rules or regulations of which prohibit or prevent the bidder from con- sidering any bid from any subcontractor or materialman which is not processed through said bid depository, or which prevent any subcontractor or materialman from submitting bids to a bidder who does not use the facilities of or accept bids from or through such bid depository; that no inducement of any form or character other than that which appears upon the face of the bid will be sug- gested, offered, paid or delivered to any person whomsoever to influence the acceptance of the said bid or awarding of the contract; nor has the bidder any agreement or understanding of any kind whatsoever with any person whomso- ever to pay, deliver to, or share with any other person in any way or manner, any of the proceeds of the contracts sought by this bid. GILLESPIE CONSTRUCTION. INC. Bidder S/S e#ve tjnq urof w^ Authorize Signature /Title Subscribed and sworn to before me this 29th day of January , 19 67. My commission expires: December 2, 1990 S /Wade C. Johnson Notary Public Page 5 FOR ORIGINAL SEE CITY CLERK'S FILE COPY TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For Whom Performed (Detail) Person to Contact Telephone No. (SEE ATTACHED) GILLESPIE CONSTRUCTION, INC. Bidder S St veA en N: Nlur ow V�e President Authorized Si nature /Title Page 6 GIAPIE CONSTRUCTION, INC. COMPLETED PROJECTS AS OF NOVEMBER 1, 1986 CUSTOMER NAME & ADDRESS JOB LOCATION CITY OF NEWPORT BEACH CONTRACT AMOUNT 3300 Newport Blvd. C -101 Old Newport Blvd. $90,000 Newport Beach, CA 92663 C -128 Oasis Park & 5th St. Improv. $242,000 (714) 640 -2281 C -131 1983 -84 Storm Drain Improv. $218,000 C -194 Ticket Booth Construction $58,000 STATE OF CALIFORNIA DEPT. OF PARKS AND RECREATION 2422 Arden Way, Ste. A -1 Sacramento, CA (916) 920 -6819 CITY OF ANAHEIM 200 S. Anaheim Blvd. Anaheim, CA 92805 (714) 999 -5126 C -103 E1 Pescador State Park $63,000 C -112 Topanga State Park $14,400 C -108 Lakeview /LaPalma Storm Drain $11,500 C -109 Walnut Creek Sewer and Storm Drain $52,000 C -156 Patrick Henry Storm Drain $441,000 LOS ALISOS WATER DISTRICT ------------------------- P. 0. Box 699 C -110 Grading & Site Improvements $95,000 E1 Toro, CA 92630 (714) 830 -0580 COUNTY OF LOS ANGELES, ROAD DEPARTMENT 1540 Alcazar Street C -111 Rambla Pacifico Storm Drain Los Angeles, CA 90033 (213) 226 -8111 CITY OF SAN JUAN CAPISTRANO 322400 Paseo Adelanto C -115 Sunhollow Improvements San Juan Capistrano, C -120 Alipaz & Del Obispo St. CA 92675 Improvements (714) 493 -1171 C -302 Del Obispo St. Widening Continued on the next page s36,555 $184,000 $93,000 $209,000 a t GIAPIE CONSTRUCTION, INC. COMPLETED PROJECTS AS OF NOVEMBER 1, 1986 CUSTOMER NAME & ADDRESS JOB LOCATION CITY OF LONG BEACH 333 W. Ocean Blvd. C -135 Landscape Modification Long Beach, CA 90802 C -136 Gabion Slope Repair (213) 590 -6383 KNOTT'S BERRY FARM 8039 Beach Blvd. I C -119 Buena Park, CA 90620 C -121 (714) 827 -1776 C -129 C -144 C -161 C -185 CITY OF FULLERTON Various Various Various Storm Di Parking Dolphin CONTRACT AMOUNT $145,000 $168,000 Grading & Improv. $734,000 Grading & Improv. Grading & Improv. ^ain Improvements Improvements Park Improvements 303 W. Commonwealth C -122 Emery Park Phase III $64,000 Fullerton, CA 92632 C -123 Malvern -Brea Creek Tie -In $120,000 (714) 736 -6845 C -198 Drainage Improvements $97,000 DANA STRAND BEACH CLUB 34001 Dana Strand Road C -133 Rock Slope Protection $260,000 Dana Point, CA 92632 (714) 496 -5735 CITY OF BREA #1 Civic Center Circle C -146 Laurel Ave. Street Improv. $146,000 Brea, CA 92621 C -152 Lambert Rd. Street Improv. $15,000 (714) 990 -7600 C -172 Firestation #3 $330,000 C -176 Sewer Relocation $44,640 Continued on the next page ' GIAPIE CONSTRUCTION, INC. COMPLETED PROJECTS AS OF NOVEMBER 1, 1986 CUSTOMER NAME 3 ADDRESS JOB LOCATION ---------------------------------------------------- - - - - -- THE IRVINE COMPANY 550 Newport Center Drive Newport Beach, CA 92660 (714)720 -2000 C -139 Big Canyon Grading C -141 Entryway Improvements C -145 Grading 8 Improvements C -147 Site Improvements C -149 Back Bay Erosion Control C -157 Flagstone Park C -158 Big Canyon Landscape C -163 Back Bay Sewer C -174 Los Trancos Parking Lot C -178 Center Drive Re- alignment C -179 Monroe Street Improvements C -182 R.C. Box Structure C -187 Jamboree Road Widening C -189 Big Canyon Slope Repair C -190 Post Office Parking Lot CONTRACT AMOUNT $1220,000 $165,000 $600,000 $480, 000 $120,000 $140,000 $700,000 $45,000 $140,000 $135,000 $91,000 $56,242 $456,000 $66,000 $154,000 COUNTY OF ORANGE --------------- - 400 Civic Center Drive C -160 EMA Palm Avenue Street and Santa Ana, CA 92651 Storm Drain $268,864 (714) 834 -3473 C -197 Stonehill Drainage Irnprov. $29,000 CITY OF LAGUNA BEACH 505 Forest Avenue C -155 Heisler Park Slope Laguna Beach, CA 92651 Reconstruction $230,000 (714) 497 -3311 UNION OIL 8 GAS DIVISION ------------------ - - - - -- Western Region C -177 Kraemer Access Road $67,500 9645 S. Santa Fe Springs Santa Fe Springs, CA 90670 CITY OF COSTA MESA 77 Fair Drive C -196 Arlington Drive Storm Drain Costa Mesa,. CA 92626 and Street Improvements $185,000 (714) 754 -5291 Continued on the next page j GILLOPIE CONSTRUCTION, INC. COMPLETED PROJECTS AS OF NOVEMBER 1, 1986 CUSTOMER NAME & ADDRESS JOB LOCATION ----------------------------------- --- ---------- - - - - -- COTO DE CAZA DEVELOPMENT P. 0. Box 438 C -169 Trabuco Canyon, CA 92678 C -180 (714) 858 -0241 C -181 C -184 C -186 C -188 C -192 Gabion Drop Structures Rip Rap Slope Protection Storm Drain Improvements Gabion Slope Repair Gabion Slope Repair Low Flow Crossing II Corrective Work REGENTS OF THE UNIVERSITY OF CALIFORNIA AT IRVINE ------------------------- Irvine, CA 92717 C -199 UCI Parking Lot No. lei (714) 856 -6512 C -303 UCI Parking Lot No. 18C CITY OF TUSTIN 300 Centennial Way Tustin, CA 92680 (714) 544 -8890 REAL ESTATE DEVELOPMENT C -195 Bell Avenue Storm Drain CONTRACT AMOUNT $630,000 $260,062 $159,693 $16.235 $140,513 $39,606 $240, 642 $145,000 $110,000 $96,000 18302 Irvine Blvd. C -183 Grading - Tract 11356, Lot 6 $29,758 Ste. #360 C -303 Point Del Mar $70,000 Tustin, CA 92680 (714) 544 -2234 NOTICE The following are contract documents which shall be completed and executed by the successful bidder after he receives a letter of award from the City of Newport Beach: PAYMENT BOND (pages 8 & 9) FAITHFUL PERFORMANCE BOND (pages 10 & 11) CERTIFICATE OF INSURANCE & ENDORSEMENTS (pages 12, 13, 14) CONTRACT (pages 15 & 16) The City of Newport Beach will not permit a substitute format for these contract documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. BONDING COMPANIES shall be acceptable as sureties in accordance with the latest revision of Federal Register Circular 570. INSURANCE COMPANIES shall be (1) licensed to conduct business in California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VIII (or larger) in accordance with the latest edition of Best's Ke Ratin Guide: Pro ert - Casualt . Coverages shall be prove a or a c ec ed on the CERTIFICATE OF INSURANCE. All costs associated with the specifications of these contract documents shall be absorbed in the bid. Such specifications shall include those contained in (1) each contract document and (2) the Standard Specifications for Public Works Construction (latest edition adopted or use in the City -of Newport Beach), except as supplemented or modified by the Special Provisions for this project. I I i s f3 S { {�V'.£ i..._t ....�e......e � Ems+ i f 5j ; {5 f 1 d �_�-- I i s f3 S { {�V'.£ i..._t ....�e......e � Ems+ i f 5j ; {5 f 1 d �_�-- EXECUTED IN FOUR COUNTERPARTS BOND NO. 865100260115 �MIUM -NIL- PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS,.That WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted February 9, 1987 has awarded to GILLESPIE CONSTRUCTION, INC. hereinafter designated as the "Principal ", a contract for 1) HOSPITAL ROAD WIDENING; 2) DOVER DRIVE SIDEWALK; 3) BALBOA YACHT BASIN MARINA STORAGE UNITS (E -2524) in the City of Newport Beach, in strict conformity with the Drawings and Specifications and other contract documents 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 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, or other supplies 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 GILLESPIE CONSTRUCTION. INC. as Principal, and THE AETNA CASUALTY AND SURETY COMPANY as Surety, are held firmly bound unto the City of Newport Beach, in the sum of TWO HUNDRED FORTY -FOUR THOUSAND SEVEN HUNDRED NINETY -TWO DOLLARS AND NO/ 100---------------------- - - - - -- Dollars ($ 244,792.00 )� said sum being equal to 100% 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 above bounden Principal or his subcontractors, fail to pay for any materials, provisions, or other supplies, used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind or for amounts due under the Unemploy- ment 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 specified in the bond, and also, in case suit is brought upon the bond, a reasonable attorney's fee, to be fixed by the Court as required by the provisions of Section 3250 of the Civil Code of the State of California. The bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 3181 of the California Civil_Code so as to give a right of action to them or their assigns in any suit brought upon E L Y �� � FR92..� :mac» -� -n- .ice-.. ���.�aCf�IG, -:� sa�.s`.= �' i i .� "\.� -� rsf ice` y.� R It 'a1 i the State of California. And 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 contract or to the work or to the specifications, In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the LOTH day of FEBRUARY , 19 --.&Z—. BY: Authorized Sgnature and Title THE AETNA CASUALTY AND SURETY COMPANY Name of Surety P.O. BOX 1315, SAN BERNAIO'c. A - 92402 =' ddress of u y BY: Sign ture a t o Auutho`►W—�ger KENNETH A. COATE ATTORNEY4.I?AG P.O. BOX 5138. RIVERSIDE. CA 925i7-51319 (714) 787 -8730 e ep one No. of Agent .......... vp UY AP........ ti ! "ff( \# § a�0 ) ;ƒ« & } \\ } \§\ \( \\ \)k \ �k@ !±t \o � 7(3�ch :6 §u 7 r[ 2§)! a;� 2< a. {; 3e6§ \± 32} 5e ƒ$3; 4 � \§\ < § § I� d HitiO o v E v°i m g a—dBm Y d y y « N A C 3 c N`m H g� rn�l N d 0 v N G V C H a � d � O T 4 10 i C U U d U N C j( a 2 y O V N jl O C d N li O N i li n .N O E ` v J c E d v v r i E m J s E f x o Z LL S J I - wN 2 " EXECUTED IN FOUR CO TERPARTS KNOW ALL ESE PRESENTS, That WHEREAS, the City Council of the City motion adopted Februaru g.:'1987 has awarded to GILLESPI Page 10 { Newport Beach, State of California, by hereinafter designated as the "Rrincipal ", a contract for 1) HOSPITAL ROAD WIDENING; 2) DOVER DRIVE SIDEWALK; 3) BALBOA YACHT BASIN MARINA STORAGE UNITES (C -2524) in the City of Newport Beach, in strict conformity with the Drawings and Specifications and other contract documents on file in the office of the City Clerk of the City of Newport. Beach; WHEREAS, said Principal has executed or is about to execute said contract and the terms thereof require the furnishing of a bond for the faithful performance of said contract; NOW, THEREFORE, We, GILLESPIE CONSTRUCTION. INC. as Principal, and THE AETNA CASUALTY AND SURETY COMPANY as.Surety, are held and firmly bound unto the City of Newport Beach, in the sum of TWO. HUNDRED FORTY -FOUR THOUSAND SEVEN HUNDRED NINETY -TWO IOLLAR AND NO /Inn---------------- -- - - -- Dollars ($ 244,792.00 S )s said sum being equal to 100% of the estimated amount of the contract, to be paid to the said City or its certain attorney, its successors, and assigns; 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 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, con- ditions, and agreements in the said contract and any alteration thereof made as therein provided on his or their part, to be kept and performed at the time.and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Newport Beach, its officers and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and virtue. And 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 to the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice _s a �;,;.... c ;�:, r b 1 a 15 Page Tafthful Performance Bond (Continued}-:- of any such change, extension of time, alte fons or additions to the terms of the contract or to the work or to the specifications. In the event that any principal above named exec ..this as an individual, it is agreed that the death of any such principal shad -.not exonerate the.Surety from its obligations under this bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 10TH day of FEBRUARY , 19 87 Authorized Signature and Title THE AETNA CASUALTY P.O. 5138, RIVERSIDE, CA 92517 -5138 ddress of Agent (714) 787 -8730 Telephone No. of Agent . uM7YM:?ri7yJ,� •� E t tip• ��. ��� s i t F s 1 I Qz f t j ''ti _, Z s LL J V LL O N Fa- h LL O Y Z O U m O1 n m m T T N m C Y N C d N A m O C b, U n ,[ d a 2 O � T �1m c a v a V L y m aL. 0 02 O A m m d c � c -XI O y N C m a • m O Q m m c y A m N O T � N U V � C D N m > m X m � m T T O U y m � U N m VJ O m y y U o m t N r a O L y 0 m y m U a B C y � m C m m � a 3 E ar 2 3 c O C �ti A 0 c C T E y w Z H N N c C T Z 3 \/ "$}( \ `�U [ /\{ ■]! $ <)o - _ �; ) %2 oae. e7� LU \ §) % t5 2))$| EGG ]&/ / <e;C \(§EE 7ƒ{k ��)\ + ®� \ \\ 00z <� )■§ k §)k �za [) ; <(!]t io / / 32] i %��/ e±3« 4 � / < K§ §\ w °- } § i tea) §3 & v § � 4 j `� 0 TARE &TPA CAS& AND SURETY COMPANY 9i i7 _ Homfo,d. Connecticut 08116 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEYS) -IN -FACT KNOW ALL MEN BY THESE PRESENTS THAT THE RNA CASUALTY AM also tOWANY, a Corporation yll, oipriatl vEw the law, of tM Slwa ad rneralCw, and Irveq W pHlaelpw axb M M wry of HYread fauKr.. SMa all Oom,otkut INN m n", aww Wfe and eppoten and aces be damn NraasnH nab. mwft" and Wave William R. Frei Carol E. Munaretto or Kenneth A. Coate - - of Riverside, California , ion null red lawh/ Aenmove- aaiael. won eel power wd rdvaY Ire, anfeyed to stet esecuto lie atluiowlaepe, a on, pespa waive tlr ISttad states. W. II He folkwi g tna w flan M wdie lee .. name aaagwam . eer a,alsaWq wwwwawd t by We eta a:eetue and sal. ray Aid all boPHR rataaeYUtao,a, eeaeeale of ,td,Raety, we pelt wet w abligataY 0 h I of • bona. neoQaaree. 0, aey, dition4l u drtYdtly tad ray and ae aerrxa Yrldwr ernes aM d find THE ATHA CASUALTY AND OUETY COW► ANY, dlreY as MIY non a th sono eatr° as V M wN wave wW tl W tiv We aupvrYed oMw, at THE ATKA CASUALTY AND VJM" COMPANY, aMl all aloe Ms uf said AnawyniwFW. parent to re auentry Maven gin re Ia,W l,tHlad N Con• lirmed. TN, Apparttem is made Yadar end be WdsitY of eta top avvI Standine Raaklions of rid awpn, vdwla RMkgkxr we, a me n nil Ram N ~: VOTED: TMt sae w or H, , I g afsdro 00inwe, VIN Caiman, FneaHCnt, Arty Examwa Vice preaiaam. An Sonia Vice Pruyswd, Any Via, presiant Any AsiMent Vim president. Arty Seaway, An A S,erwary, me, Inern time to tins appoint Reaadwe Viw pratdrms. Revidnr AYYIMR SeCrreraA Allanaywln.Far. and Agent, al all b me as dean of m• ConpM aw meY dive Ma Wda ippandu noo WamtY to Ne amifk,le ai WtloRY may peaceibe to wipe want Res CMRpay'a Mae and WI man IN campers veal page, FMOO is m mmraets Of - "may". and oma wrilape aapelay n the M,ua of a peral mooptimsawn. a idWRwoel awalellkB, non pry w veld officers or des B°Md w Do an, may al MY time nave any aw: Appoint. Mb revoke He pave, one Wtnonty pan M. VOTED: TM my bale. remteaaava. fdmaet w Indemnity. a vinii eliWWV in tle n,tde of e hand, recopy lice. or conflU tar wyserYAlq Wit be urys and birdilp upon ft Gammon wM 1e,1 Signed DV aM Chairman. be, VW Ownwn. eve praaianl, an Eswvtiv° Vke pnadem. a Server Vice pmi°nt, a Vice President. an AOYtam Vice Prewidwe a by a RaalCnt Vine PVande , Nonevent to me meaw 1acr0ad w be, carldka4 Ad au,,ehy at even RwWwt Via, Nvsidwt. and duly ,meted W tiled Mm eta Comprry's sat by a Sar,tW or Aesiwrn Seeatwl or Dy a stallion, Aaai,trd Sewrry, parW am m 11 power peuribea k ee obtifaate All WeailV a aurae Ilaldanl AUAUAAA Sea,ery; er 01 duty executed Winer Usel it npvaeW by re, a mare Atlewta•n•Fwl ow. want to me power prwaEw n RY ev DMI, AwdkaUs a ae nn,ates of umona. TNe Poor of AttawY and CawVkab of AadpHtV er alete0 and anted by fea nele udr red by ,ml, at lM fwlawip SUntlyq Ra alueaa voted by He Bored of Dyad 0 of THE ATNA CASUALTY AND SUETY COMPANY wleda RaWdiw is now in fall fares aaaa setae VOTED: Thel tie slOrtasa of aW w do 1, , Nq alfkww OtinM. Vke, Camnan. Praukhou. Any Exwvttva Via pre,idem. An Snia v= h iawt Any 'Ac. hesidem. Any AeaYYm Vim Aneken, Any SapwrY. An Aeshtrd SWOM, Md to allot the Campo" may an afeaw bt lette ice to ny power of era veY er to any Certdyala rWtinB Y add aPPw iM@ Rasidra Vin Preedwa. Raideat Aaertnl Sacramento or AndatwY,+lafwm for purpose, only r executing W Atteatya berda ofd onrdenwnsa and 0taw wdiq, aw*wv n ee wtae emml. atys try ouch mover of wtaneV a anelal, Deanna verb Ion• pynila aietatu, er 11KNON41 Sell atoll be valid ofd landing ape de C•m im, and wY wine parr n esaCUIM rd err 1ped by seen, Ionian, aputwe" lac• simile wt Yell be valid and brava rawn the Caryrry n de tonne win respect M any bays a Wwtatng to wfyrm it te otaeMd. A iN WITNESS VAEREOF. THE ATNA CASUALTY AND SUFETY COMPANY Iwo aeUeu Cola navan,nrx to be eipee by is Assistant Vice President . and B, COPMU sew IN be on AI we 11th day of September , 1986 THE ATNA CASUALTY AND $UNITY COMPANY BY �- state of Co',afkId 1 t osph P. Kiernan. y a HwWord Assistant Vice President rnYtty a HYrtford 1 err min 11th des'/ w September • 19 86 boo • °a• IHaMawly ante JOSEPH P. KIKSHAH . to me Wyswva, alb°, pains bV non dWY Gaon did dote.. ate ANY: mat M is Assistant Vitt President r TW ETNA CASUALTY AND SURETY COMPANY• ee mpankn Invited in and ~ oneUgsd tw above a ameavn, srl M Yawn IM mew w Used per. Parader: ,Mt der a sHiad d sot and iaeserewtl w oval, °apmau saw; and may M nsoneed des Used irbaned n adeft or to oepewna be,ummo, at Iva olive Nysw tlr Standing RemlUlra 0 Adl. a ^•"•''^" W eorvM .yew Name dl. 1991 TVNOtrY P-wit George A. Perm, Jr. CERTIFICATE I, Me aadaraipe0. Secretary All THE ATHA CASUALTY AND SURETY COMPANY, a node aapaatvaa of eve State of tGmlarlWt DO HERESY CERTIFY ft el tlw leraI" and watlaa Fbww w Attorney M Gnin°ate of Autlarity mYiw n full krw and Ma not ern mated; ante lurmwRaa, art me Slerdba NestlutbM w tle sere et Dtnaan. as sal twat In He Crdflmte of Auumly. we now n I%a. s;eva ana sawn r He wan axon w de t:Otrapuay, N Hat ah w I4rifore, sate ot rAeectkut Data tNA 10TH dry w FEBRUARY ' 19 87 4� John We Welch, Secretary ls•text,a lM 1x•>s Illeliep 14 USA. CERTI::I CAT I City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92663 NAME AND ADDRESS OF INSURED `CERTIFICIA. OF; INSURANCE' ISSUED -Page 12 ,' A AETNA CASUALTY & SURETY 'y B ^y C 'y D 'y E This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time, including attached endorsement(s). COMPANY LETTER TYPES OF INSURANCE COVERAGE REQUIRED Policy No. Po icy Exp. Date IMITS OF LIABILITY IN HOUS NDS 000 Each Ag.Products Completed Occurrence Operations A GENERAL LIABILITY x Comprehensive Form x Premises - Operations x Explosion & Collapse Hazard x Underground Hazard 86GL 610137 CCA 9 -1 -87 Bodily Injury Property Damage $ $ $ $ x Products /Completed Operations Bodily Injury Hazard and Property x Contractual Insurance Damage Combined $ 1,000 $ 1,000 x Broad Form Property Damage x Independent Contractors X Personal Injury Marine Personal Injury $ 1,000 Aviation AUTOMOTIVE LIABILITY A x❑ Comprehensive Form 0 Owned 86FJ 589538 CCA 9 -1 -87 Bodily Injur (Each Person $ $ o 7 y Injury Each Occurrence Hired ProeerU Dam22.e Bodily njury an Property Damage ❑x Non -owned Combined $ 1,000 A EXCESS LIABILITY Umbrella Form 86XS 9 -1 -87 Bodily Injury ❑ Other than Umbrella Form 04642 CA and Property Damage Combined $ 3,000 $ 3,000 WORKERS' COMPENSATION Statuto and tLach EMPLOYER'S LIABILITY Accident) NOTE: The Comprehensive General Liability and Automotive Liability policies are endorsed with the attached City of Newport Beach Endorsements. CANCELLATION: Should any of the above described policies be cancelled or coverage reduced before the expiration date thereof,.the•Insurance Company affording coverage shall provide 30 days' advance notice to the City of Newport Beach by registered mail, attention: Public Works Department. By: P.tleAawt Agency: FRIIS & COMPANY. INC. Authorized RepresltiartYve P.O. BOX 5138, RIVERSIDE, CA. 92517 -5138 WILLIA R. FRIIS Telephone: (71 Date: FFaRIi0 �� 1 41787 -873a �n , Q —�9e,� . Description of operations /locations /vehicles: All operations performed for the City of Newport Beach by or on behalf of the named insured in connection with the following designated contract: 1) HOSPITAL ROAD WIDENING• 2 DOVER DRIVE SIDEWALK• 3 BALBOA YACHT S ITS Project Title and Contract Num er (C -2524) NOTICE: This certificate or verification of insurance is not an insurance po icy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwith- standing any requirement, term, or condition of any contract or other document with respect to which this certificate or verification of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such policies, including attached endorsements. Page 13 CITY OF NEWPORT BEACH AUTOMOTIVE LIABILITY .I.NCE ENDORSEMENT It is agreed that: 1. With respect to such insurance as is afforded by the.policy for Bodily Injury and Property Damage Liability, the City of Newport Beach, its officers and employees are additional insureds but only with respect to liability for damages arising out of the ownership, maintenance or use of automobiles (or autos) used by or on behalf of the named insured in connection with the rontract designated below. The insurance extended by this endorsement to said additional insured does not apply to bodily injury or property damage arising out of automobiles (1) owned by or registered in the name of an additional insured, or (2) leased or rented by an additional insured, or (3) operated by an additional insured. The insurance afforded the additional named insured(s) shall apply as primary insurance and no other insurance maintained by the City of Newport Beach will be called upon to contribute with insurance provided by this policy. 2. The policy includes the following provision: "The insurance afforded by the policy applies separately to each insured who is seeking coverage or against whom a claim is made or suit is brought, except with respect to the limits of the Insurance Company's liability." 3. The limits of liability under this endorsement for the additional insureds named in paragraph 1 of this endorsement shall be the limits indicated below for either Multi- ple Limits or Single Limit, whichever is indicated by the letter X in the appropriate box. ( ) Multiple Limits Bodily Injury Liability Property Damage Liability (X) Single Limit Bodily Injury Liability and Property Damage Liability Combined $ each occurrence $ each occurrence $ 1,000,000. each occurrence The limits of liability as stated in paragraph 3 of this endorsement shall not in- crease the total liability of the Insurance Company for all damages as the result of any one accident or occurrence in excess of the limits of Liability stated in the policy as applicable to Automobile Liability Insurance. 4. Should the policy be cancelled or coverage reduced before the expiration date thereof, the Insurance Company shall provide 30 days' advance notice to the City of Newport 1Beach by registered mail, Attention: Public Works Department. 5. DesHgna ed CROADaIDENING; 2) DOVER DRIVE SIDEWALK; 3) BALBOA YACHT BASIN MARINA STORAGE UN Project Title and Contract No.). This endorsement is effective 2 -10 -87 at 12:01 A.M. and forms a part of Policy No. 86FJ589538CCA Named Insured GILLESPIE CONSTRUCTION, INC. Endorsement No. FJR I Ik COMPANY 1W. Name of Insurance Company AETNA CASUALTY & SURETYBy Authorized Representativ WILLIAM R. FRIIS i i Page 14 CITY OF NEWPORT BEACH COMPREHENSIVE GENERAL LIABILITY INSURANCE ENDORSEMENT It is agreed that -- 1. With respect to such insurance as is afforded by the policy for Comprehensive General Liability, the City of Newport Beach, its officers and employees are additional in- sureds but only with respect to liability arising out of operations performed by or on behalf of the named insured in connection with the contract designated below or acts and omissions of the City of Newport Beach in connection with its general supervision of such operations. The insurance afforded said additional insured shall apply as primary insurance and no other insurance maintained by the City of Newport Beach will be called upon to contribute with insure provided by this policy. 2. The policy includes the following provision: "The insurance afforded by the policy applies separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the Insurance Company's liability." 3. The insurance afforded by the policy for Contractual Liability Insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the named insured under the indemnification or nold harmless provision con- tained in the written contract, designated below, between the named insured and the City of Newport Beach. 4. With respect to such insurance as is afforded by this policy, the exclusions, if any, pertaining to the explosion hazard, collapse hazard and underground property hazard (commonly referred to as "XCU "hazards) are deleted. 5. The limits of liability under this endorsement for the additional insured named in paragraph I of this endorsement shall be the limits indicated below for either Multiple Limits or Single Limit, whichever is indicated by the letter X in the appropriate box. ( ) Multiple Limits Bodily Injury Liability $ each occurrence Property Damage Liability $ each occurrence ()o Single Limit Bodily Injury Liability $ 1,000,000, each occurrence and Property Damage Liability Combined The applicable limit of the Insurance Company's liability for the insurance afforded for contractual liability shall be reduced by any amount paid as damages under this endorsement in behalf of the additional insureds. The limits of liability as stated in this endorsement shall not increase the total liability of the Insurance Company for all damages as the result of any one occurrence in excess of the limits of liability stated in the policy as applicable to Comprehen- sive General Liability Insurance. 6. Should the policy be cancelled or coverage reduced before the expiration date thereof, the Insurance Company shall provide 30 days' advance notice to the City of Newport Beach by registered mail, Attention: Public Works Department 1) HOSPITAL ROAD- WIDENINGr 2) DOVER - DRIVE - SIDEWAL -K; 3- }- BALSOA- A%GH'T4SIN- MAR! NA STORAGE UN1TS 7. Designated Contract: (r. -9524) ' (Project Title and Contract No. This endorsement is effective 2-10 -87 at 12:01 A.M. and forms a part of Policy No. g6Gt 61a137c-.c'A Named Insured GILLESPIE CONSTRUCTION, INC. Endorsement No FRJISCOMPANXY, INCA Name of Insurance CompanyAETNA CASUALTY do SURET$YJ(/iI9,/ �!'i1Z1 Authorized Representative — WILLIAM R. FRIIS NN ,.,for the following 1) HOSPITAL ROAD WIDENING; 2) DOVER DRIVE SIDEWALK; 3) BALBOA YACHT': BASIN MARINA STORAGE UNITS Title of Project Contract No. -2524) (b) Contractor has been determined by City to be the lowest responsi- ble bidder on said public work, and Contractor's bid, and the compensation set forth in this contract, is based upon a careful examination of all plans and specifications by Contractor, NOW, THEREFORE, the parties hereto agree as follows: 1. Contractor shall furnish all materials and perform all of the work for the construction of the following described public work: 1) HOSPITAL ROAD WIDENING; 2) DOVER DRIVE SIDEWALK; 31 BALBOA YACHT BASIN MARINA STORAGE UNITS Title of roject Contract o. C -2524) which project is more fully described in the contract documents. Contractor shall perform and complete this work in a good and workmanlike manner, and in accordance with all of the contract documents. 2. As full compensation for the performance and completion of this work as prescribed above, City shall pay to. Contractor the sum of T rty -Four ' Thousand T is compensation nclu es 1 'any oss or amage arising from the nature of the'. e work; (2) any loss or damage arising from any unforeseen difficulties or obstruc- tions in the performance of the work; (3) any expense incurred as a result of any suspension or discontinuance of the work; but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter. Scale and tidal waves, and which loss or expense occurs prior to acceptance of the work by City. 3. All of the respective rights and obligations of City and Contractor are set forth in the contract documents. The contract documents are incorporated herein by reference as though set out in full and include the following: (a) Notice Inviting Bids N Instruction to Bidders and documents referenced therein Payment Bond (d) Faithful Performance Bond (e) Certificate of Insurance and endorsement(s) _;._y'. _ t- �,::��t. Page 16 ! (f) Plans and Special Provisions fora HOSPITAL ROA TIDE G 2) DOVER DRIVE SIDEEWALK;.3) BALBOA YACHT BASIN f1ARINA S:ONITS C -25241 Title of Project Contract No. (g) This Contract. 4. 'Contractor shall assume the defense of, and indemnify and hold harmless, City and its officers, employees.and representatives.from all claims, loss or damage, except such loss or damage:proximiately caused by the sole negligence of City or its officers, employees and representatives. IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed the day and year first above written. C 1 ATTEST: City C -er c APPROVED AS TO FORM: � COL CITY GILLESPIE CONSTRUCTION Name of Contractor Pri%31 j f T^ M AM,+,��� Authorizediz` Signature and�:Title Authorized Signature and Title 1 s 1 f i 1 t E r i 3 i 9 9 CITY OF NEWPORT; BEACH PUBLIC WORKS DEPARTMENT (1) HOSPITAL ROAD WIDENING FROM NEWPORT BOULEVARD (STATE HIGHWAY 55) TO NORTH NEWPORT BOULEVARD (2) DOVER DRIVE SIDEWALK (WEST SIDE) NORTH OF CLIFF DRIVE (3) BALBOA YACHT BASIN MARINA STORAGE UNITS CONTRACT NO. 2524 SPECIAL PROVISIONS INDEX SECTION I . SCOPE OF WORK . . . . . . . . II. AWARD AND EXECUTION OF THE CO III. PAYMENT. . . . . . . . . . . IV. TIME OF COMPLETION . . . . . V. TRAFFIC CONTROL AND ACCESS . A. Traffic Control Plans. . B. "No Parkinq" Siqns . . . PAGE .1 RACT . . . . . . . . . . . . . . .1 .................1 .................1 .................2 .................2 .................2 VI. WATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 VII. CONSTRUCTION SURVEY STAKING . . . . . . . . . . . . . . . . . . .3 VIII. CONSTRUCTION DETAILS . . . . . . . . . . . . . . . . . . . . . .3 A. Removals and Excavation . . . . . . . . . . . . . . . . . . .3 B. Existing Utilities . . . . . . . . . . . . . . . . . . . .3 C. Concrete Block Wall . . . . . . . . . . . . . . . . . . . . .3 D. Asphalt Concrete . . . . . . . . . . . . . . . . . . . . . .4 IX. PERMITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 X. PAVEMENT STRIPING . . . . . . . . . . . . . . . . . . . . . . . .4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS (1) Hospital Road Widening from Newport Boulevard (State Highway 55) to North Newport Boulevard (2) Dover Drive Sidewalk (West Side) North of Cliff Drive (3) Balboa Yacht Basin Marina Storage Units CONTRACT NO. 2524 I. SCOPE OF WORK SP 1 of 4 The work to be done under this contract consists of constructing Concrete block retaining walls, sidewalk, curb and gutter, roadway base and pavement, access ramps, storage units and traffic signal modifications, etc. All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions, (2) the Plans (Drawing No. R- 5534 -S, T- 5395 -S, R- 5530 -S), and H- 5108 -S, (3) The City's Standard Special Provisions and Standard Draw in s for Public Works Construction ( 985 Edition and 4 the Stan ar Speci 1cUNIcns' for Public Works Construction (1985 Edition), including supplements. Copies ot the Stan ar Specia Provisions and Standard Drawings may be purchased at the Public Works Department for five dollars ($5). Copies of the Standard Specifications may be purchased at Building News, Inc., 3055 Overland Avenue, Los Angeles, California, 90034. II. AWARD AND EXECUTION OF THE CONTRACT The bidder's attention is directed to the provisions of Section 2 -1 of the Standard Special Provisions for requirements and conditions concerning award and execution of the contract. III. PAYMENT The unit or lump sum price bid for each item of work shown on the proposal shall be considered as full compensation for labor, equipment and all other things necessary to complete the work in place, and no additional allowance will be made therefore. Payment for incidental items of work not separately provided for in the Proposal (i.e., excavation, sawcutting, patchback, etc.) shall be included in the unit price bid for each item of work. Partial payments for mobilization shall be made in accordance with Section 10264 of the "California Public Contract Code ". IV. TIME OF COMPLETION All work under this contract shall be completed by June 1, 1987. All work at the Hospital Road site shall be completed within forty -five (45) consecutive calendar days after the start of construction at that site. _ d Y 0 SP2of4 All work at the Dover Drive site shall be completed within twenty seven (27) consecutive calendar days after the start of construction at that site. All work at the Yacht Basin site shall be completed within twenty (20) consecutive calendar days after the start of construction at that site. V. TRAFFIC CONTROL AND ACCESS The Contractor shall provide traffic control and access in accordance with Section 7 -10 of the Standard Specifications except as modified herein, and with the standards contained in the Work Area Traffic Control Handbook (WATCH), also published by Building News, Inc. A. TRAFFIC CONTROL PLANS The Contractor shall submit written traffic control plans for the Hospital Road and Dover Drive sites to the Engineer for his approval a minimum of seven (7) calendar days prior to commencing any work at the sites. The plans shall incorporate the following: 1. The location and wording of all signs, barricades, delineators, lights, warning devices, temporary parking restrictions, and any other details required to assure that all traffic will be handled in a safe and efficient manner with a minimum of inconvenience to the motorists. 2. A complete and separate plan for each stage of construction proposed by the Contractor showing all items listed under 1. above. 3. Maintain at least one 12' wide south bound traffic lane open to traffic on Dover Drive during working hours. Reopen traffic lane upon completion of each day's work. 4. Maintain one 12' wide traffic lane each way on Hospital Road simi- lar to the attached proposed traffic control plan. The Contractor shall submit alternative traffic control plans for various stages of work for the approval of the Engineer. 5. Maintain traffic lanes, etc., in Newport Boulevard (State Highway 55) as directed by Caltrans in the Encroachment Permit attached hereto. B. "NO PARKING" SIGNS The Contractor shall furnish, install, and maintain in place "NO PARKING, TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which he shall post at least 40 hours in advance of the need for enforcement. In addition, it shall be the Contractor's responsibility to notify the City's Police Department, Traffic Division at (714) 644 -3742, for verification of posting at least 40 hours in advance of the need for enforcement. The signs shall (1) be made of white card stock; (2) have dimensions of 12 inches wide and 18 inches high; and (3) be similar in design and color to sign number R -38 on the Caltrans Uniform Sign Chart. SP3of4 The Contractor shall print the hours, day and date of closure in 2 -inch high letters and numbers. A sample of the completed sign will be approved by the Engineer prior to posting. VI. WATER If the Contractor desires to use City's water, he shall arrange for a meter and tender a $500 meter deposit with the City. Upon return of the meter in good condition to City, the deposit will be returned to Contractor, less a quantity charge for water usage. VII. CONSTRUCTION SURVEY STAKING Field survey for control of construction shall be the responsibility of the Contractor. All such surveys, including construction staking, shall be under the supervision of a California registered civil engineer or licensed surveyor. Staking shall be performed on all items ordinarily requiring grade and alignment at intervals required to achieve the tolerances specified in the Standard Specifications. Payment for construction survey staking shall be considered as included in the various items of work and no additional allowance will be made therefore. VIII. CONSTRUCTION DETAILS A. Removals and Excavation The work shall be done in accordance with Section 300 and Section 7 of the Standard Specifications except as modified and supplemented herein. Final removal at the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. Final removal accomplished by other means must be approved by the Engineer. B. Existing Utilities The Contractor shall adjust to finished grade all water meter boxes, water valve covers, and street lighting boxes prior to the placement of pavement and sidewalk. The Contractor shall be responsible for any damages to existing utilities resulting from his operation. C. Concrete Block Wall 1. Backfill with join existing 2. All cells to 3. Footing to be 560 -C -3250. 4. Footing to be native free - draining material and grade slope tc landscape restoration to be done by others. )e filled solid with grout and rodded. constructed of portland cement concrete, class poured against undisturbed soil. 5. Drain pipe behind retaining wall and under sidewalks shall be 4" PVC (perforated and solid wall respectively), Schedule 40 drain pipe. Gravel behind the wall shall be crushed rock 3/8 " sieve size. i SP4of4 6. Reinforcing steel shall be lapped 40 diameters. 7. Ponding or jetting of backfill will not be permitted. 8. Walls shall not be backfilled until the grout has obtained a strength of 2,000 PSI in compression. 9. Block wall on Hospital Road and Dover Drive shall be constructed of ORCO Grey L/W split face. Block wall for the Yacht Basin storage units shall be Orco La Paz slump finished to match existing units. D. Asphalt Concrete 1. Base Course - -The base course shall be 3- inch -thick Type III -B2 with 5.2 to 5.8 per cent AR 8000 paving asphalt. 2. Finish Course - -The finish course shall be a I- inch -thick Type III -C3 with 5.6 to 6.0 per cent AR 4000 paving asphalt. Prior to placing the finish course, a tack coat of Type SS -Ih asphaltic emulsion at a rate not to exceed one -tenth (1/10) of a gallon per square yard shall be uniformly applied to the A.C. base course, and the portland cement concrete edges against which asphalt concrete is to be placed. The surface shall be free of all loose material or dust when the tack coat is applied. 3. Patchbacks -- Asphalt surface improvements adjacent to any new construction shall be removed and reconstructed by the Contractor with the same type materials to an equivalent structural section as the existing asphalt improvements. IX. PERMITS The City has obtained a California Department of Transportation Encroachment Permit (attached hereto) for work at the Hospital Road site. The Contractor shall obtain a rider for the California Department of Transportation Encroachment Permit. Contractor shall remit permit and inspection fees (approximately $350) to the Department of Transportation and will be reimbursed by the City for the actual cost of the permit and inspection fees upon acceptance of the work. Costs charged to the Contractor by the State for permit - related field work performed by Caltrans Maintenance Forces will not be reimbursed by the City. X. PAVEMENT STRIPING The Contractor shall repaint to Caltrans standards any traffic markings damaged by the Contractor's operations within State right -of -way, in addition to those markings on plan T- 5395 -S. i 5 \ �, rOrr, ,c \ � a I l� IU X I� O 0 A O � I l� IU X I� O I ° m r r v I r Q I � b OI I I I I I �l o-°•— o 12, �pG<FG- o i 4 / o � I 4 I Q � I O k i I 0 • OEG /NEAT0.23 0 WI NOTE ALL CONFG /CT /N4 0 3TR /P /N6 8F/000 GC REMOVED. r2' p Ed I \ /VEWROQT .B0[/4EM&D T.PGFF /C CON7,000 PGGN LlOSP/TAL R04D DGT! DY 196CRIPrIory Arvu - -- J�.I/.j/Y CITY OF NEWPORT BEACH REVISIONS CKECKEO DATE PUBLIC WORKS DEPARTMENT SHEET / OF / /d -6G ]EP..RT"ENT OF TRANSFOATATION ICALTRANSI ENCROACHMENT PERMIT 0 In compliance with your application of February 26, 19 86 received on February 28, 19 86 Environmental document information has been reviewed and considered prior to approval of this permit ❑ No B Yes In addition to any set fees the permittee will be billed for any field work by Caltrans forces and Review: ® No ❑ Yes Inspection ❑ NoM Yes No project work shall be commenced until all other necessary permits and environmental clearances have been obtained. City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92660 PERMIT NO. 7 -0588 COST. CO. RTE. P.M. -0 5 -0.591 FEE PAID DEPOSIT s Exempt s BOND AMOUNT BOND COMPANY BOND NUM DATE September 23, 1986 PERMITTEE: subject to the General Provisions and the following, PERMISSION IS HEREBY GRANTED to: Realign and Buildout Hospital Road (includes construction of AC paving, AC overlay, curb, gutter, sidewalk:, access ramp and catch basin; install storm drain; relocate water meters; traffic signal modification, etc.) within State right of 'way at Newport Boulevard (Route 055) and North Newport Avenue, in the City of Newport Beach, 7-ORA- 055 - 0.591, all in accordance with current State Specifications, the attached Special Provisions and the Permit Plans dated September 22, 1986. (Continued) Bob Curl (213) 620 -2030 Permittee shall notify permit inspector by calling Larry Kellerman (714) 639 -6851 netween 0700 and 0900 a minimum of three working days prior to the initial start of work and one working day prior to closing traffic lanes. Permittee shall arrange a pre- construction meeting with their contractors and the permit inspector to insure a complete understanding of the work and the permit requirements. "BY ACCEPTANCE OF THIS PERMIT, THE PERMITTEE UNDERSTANDS AND AGREES TO REIMBURSE THE STATE FOR ANY AND ALL COSTS INCURRED FOR HAVING CORRECTIVE WORK PERFORMED BY STATE FORCES OR UNDER CONTRACT IN THE EVENT THAT THE PERMITTEE, HIS CONTRACTOR OR SUBCONTRACTOR FAILS TO INSTALL, REPLACE, REPAIR, RESTORE OR REMOVE FACILITIES TO STATE SPECIFICATIONS FOR THE IMMEDIATE SAFE OPERATION OF THE HIGHWAY AND SATISFACTORY COMPLETION OF ALL PERMIT WORK. IT IS UNDERSTOOD THAT THE ABOVE CHARGES ARE IN ADDITION TO ANY PERMIT FEES AND THAT THE PERMITTEE WILL BE BILLED FOR SAID CHARGES AFTER SATISFACTORY COMPLETION OF ALL PERMIT WORK." Permittee, his agents or contractors are bound by and shall comply with all provisions of this permit and the instructions of the State representative while performing any work authorized by this permit. The following attachments are also included as part of this permit. a) Utility Maintenance Provisions: o No OR Yes b) Special Provisions: o No a Yes A,B,C,Q,Wheelchair Ramp Mail c) Cal -Osha permit required prior to beginning work: D No o Yes M This permit isvoid unlessthework iscompleted be fore May 31, 1g 87 This permit is to be strictly construed and no other work other than specifically mentioned is hereby authorized. WORK SHALL BE SUSPENDED IF PERMIT COPY IS NOT AT JOB SITE. ORANGE San Juan L. Kellerman -Insp. B. Curl - Elect. Insp. AD /M/Cg 6 N APPROVED: DONALD L. WATSON, OV: L' AVELINO DEYTO, Asst. DISTRICT ENGMEER 0 City of Newport Beach -2- 786 -NMC -0588 1) If the work authorized by this permit is to be performed by contractors forces for a Public Agency, the Permittee's contractor shall furnish the State with a signed application requesting a separate Caltrans permit authorizing the contractor to perform the work within the State Highway right of way for the Permittee. The Permittee's contractor will be required to reimburse the State for the cost incurred for engineering inspection of the work within the State right of way and all other permit related field work performed by Caltrans Maintenance Forces. The Permittee's contractor is required to have the signed original permit with all Special Provisions and plans stamped CALTRANS PERMIT PLANS dated June 30, 1986 at the job -site at all times while work is being conducted. 2) Traffic control shall be provided by the Permittee in accordance with State Standards and subject to the approval of the State Permit Inspector. a. All lane closures on multilane highways shall be made using an approved flashing arrow sign. The State Inspector shall close down any project found to have such a lane closure without the required flashing arrow sign. 3) Pedestrian traffic shall be protected at all times. 4) Traffic signal work shall be done in accordance with the State Standard Specifications, Standard Plans and the attached approved Traffic Modification Plan. 5) Traffic signal modification shall be at no cost to the State. 6) The traffic signal system is maintained by State forces. 7) All salvaged electrical equipment shall be delivered to the State Signal Maintenance Yard, 7300 East Bandini Bouoevard, Commerce California or as directed by the State Permit Inspector. 8) Curb /gutter and wheelchair ramp shall be constructed per Caltrans Standards (Coast. Note #3 and #4 respectively). 9) care shall be exercised at all times to protect existing State facilities. Any damage resulting from work of this permit shall be repaired immediately by Permittee to the satisfaction of the State Permit Inspector at no cost to the State. 10) A mini-ii n of two days prior to the start of any excavation authorized by this permit, Permittee shall notify UNDERGROUND SERVICE ALERT at 1 -800- 422 -4133. 11) All backfill material and method of compaction shall be subject to the approval of the State Permit Inspector. 7 City of Newport Beach -3- 786-MC-0588 11) (Cont'd) a. minimum cover over installation within State right of way shall be 42 ". b. Final paving shall be placed within 5 working days after completion of installation. 12) Conflict of plans, specifications, or provisions, if any, shall be resolved by the State Permit Inspector. 13) A pre -job meeting shall be required with the State Permit Inspector and the State Electrical Inspector prior to start of work within State right of way. 14) All work performed under this permit shall be subject to the authority and approval of the State Permit Inspector. DM-M -P -212 (Rev. 10/83) Permit No. - /SW WM -GSh h Co F Rte C 0 Inspector L�A.•1 ... DEAR SIR: All work authorized by the above- numbered permit was completed on 15882 500 8- 80.500 CAM OSP Date Permittee 0 0 DEPARTMENT Of TRANSPORTATION (CALTRANS) GENERAL PROVISIONS TO ENCRGACNNENT PERMIT GM -M -P -2028 (Rev. 2/82) 1. AUTMGRITT, This permit to issued in accordance with Chapter 7 Division 1, commencing with Section 660 of the Streets and Highways Code. REVOCATION• Except as otherwise provided for public corporations, franchise holders, and utilities, encroachment permits are revocable on five days notice. These General Provisions, Utility Maintenance Provi- sions, and this Encroachment Permit issued hereunder are revocable or subject to modification or abrogation at any time, without prejudice, however, to prior rights, including those evidenced by joint use agree - ■ents franchise rights or reserved right for operating purposes in a grant of highway easement. S. PERMITS FOR RECORD ONLTs If occupation of highway right of way is under joint use agreement or under prior easement, encroachment permits will be issued to the peraittee for the purpose of providing Coltrane with notice and record of work, and for the terms and conditions relating to public safety. No new or different rights or obligations are intended to be created by the permit in such cases end all such prior rights shall Qe fully protected. Encroachment Permits issued in such cases *hall have designated across the face thereof "Notice and Record Purposes Only". (District Office of Right of Nay must give approval for this designation). 4. RESPONS16LE PARTTs No party other than the named permittes or contractor of the peraittee is authorized to work under this permit. S. ACCEPTANCE OF PROVISIONSs It is understood and agreed by the peraittee that the doing of any work under this permit •hall constitute an acespt- once of the provisions of this permit and all attachments. 6. ■O PRECEDENT ESTAOLISNEDs This permit is Issued with the understanding that any particular action is not to be considered as establishing any precedent (1) on the question of the expediency of permitting any certain kind of encroachment to be erected within right of way of state highways or (2) as to any utility of the acceptability of any such permits as to any other or future situation. 7. NOTICE PRIOR TO STARTING WORK* Before starting work under the Encroach- ment Permit, the peraittes shall notify the District Director or other designated employee three working days prior to initial start of work. When work has been Interrupted, an additional 24 -hour notification is required before restarting work. Unless otherwise specified, all work Shal� b• p;rformsd on weekdays and during normal working hours of the ran or'• no actor. 8. KEEP PERMIT G■ TOE NGRKv The Encroachment Permit or a copy thereof shell be kept at the site of the work and must be shown to any represen- tative of Coltrane or any low enforcement officer on demand. WORK SHALL BE SUSPENDED IT PERMIT IS NOT AT JOB SITE AS PROVIDED. 9. CONFLICTING PERNITSs If a prior encroachment conflicts with the pro- posed work, the now peraittes must arrange for any necessary removal or relocation with the prior peraittee. Any such removal or relocation will be at no expanse to the State. 10. PERMITS FGGN DINER AGENtIES1 The party or parties to whom o permit is issued shell, whenever the same is required by law, secure the written order or consent to any work under a permit from the Public Utilities Commission of the State of California. Cal -OSHA or any other public 0 0 agency having Jurisdiction and any permit shall not be valid until such order or consent is obtained. 11. PROTECTION Of TRAFFICS Adequate provisions shall be made for the pro- tection of the traveling public. The warning signs, lights and other safety devices and other measures required for the public safety, shall conform to the requirements of the Manual of Traffic Controls or any sign manual Issued or to be issued by Coltrane and /or the current Coltrane Standard Specifications. Traffic control for day or nighttime lens closures will be in conformance with Coltrane standard plans for Traffic Control System. Nothing in the permit in intended as to third parties, to impose on permittee any duty, or standard of care, greater than or different than, the duty or standard of care imposed by Ism. 12. NININON INTERFERENCE VITO TRAFfICt All work shall be planned and carried out so that there will be the least.pose.ible inconvenience to the traveling public. Psrmittee is authorized to plats properly attired flagmen to stop and warn conventional highway traffic for necessary protection to public safety, but traffic shall not be unreasonably delayed. Flogging procedures shall be In conformance with the instructions to Flaggere pamphlet and or Manual of Traffic Controls issued by Coltrane. 17. STORAGE Of NATEBIALSS No construction material shell be stored, nor equipment parked, within ten (10) feet from the edge of pavement or traveled way. Utilities are subject to the provisions of Section 22512 of the Vehicle Coda. 10. CLEAN OF BIGOT Bf RATs Upon completion of the work, all brush, timber, scraps, material, etc. shall be entirely removed and the right of way shall be left in as presentable a condition as existed before work started. 15. STANDARDS OF CONSTROCTIONs All work performed within the highway shall conform to recognised standards of construction and current Coltrane Standard Specifications and any special provisions relating thereto. 16. INSPECTION AND APPROVAL ST-CALTBANSs All work shall be subject to inspection and approval by Coltrane. The permlttee shall notify Coltrane when the work has been completed. 17. ACTUAL COST Of BILLINGS When the permittes is to be billed actual costs (as indicated on the face of the permit) such costs will include salaries, traveling expenses, lncldsntal expenses and overhead. 18. FUTURE NOTING Of INSTALLATIONS a) Installation Requested by Psrmittde. If the Encroachment Permit was issued at request of the permittes, it is understood that whenever construction, reconstruction or maintenance work on the highway may require, the installation shall, upon request of the Department, be immediately moved by and at the sole expense of the permitter, except se otherwise provided by law, or by any applicable permit provisions. b) Utility Moves Ordered by.-Coltrane. If the Installation made under s permit is being relocated in accordance with Coltrane "Notice to Relocate Utility Facility ", the permittes shall have the some and no greater rights as relocated 6a it enjoyed prior to moving at Coltrane order. c) Utility in Frerwoy. This section and the other sections of these General Provisions ere subject to Article 25 of Chapter 7 of Division 1 of the Streets and Highways Code and other applicable low and in the case of any inconsistency, the said Article 25 or other applicable low shall control the removal from or relocation of utility facilities in freeways. d) future Movina of Installation. It is understood by the psrmittes that whenever construction, reconstruction or maintenance work on the highway may require, the installation provided for herein shell, upon request of Coltrane, be moved by the Persittes, the cost of the move to be borne by the party legally responsible therefor. 10 0 0 19. NESPONSIBILITT FOR DANASts the btate Of Laiirornia and ali orr Lee to and employees thereof, including but not limited to the Director of Transpor- tation and the Deputy Director, shall not be answerable or accountable in any manner for injury to or death of any person, including but not limited to the permit tee, persons employed by the permittee, persons acting in behalf of the permittee or for damage to property from any cause which might have been prevented by the permittee, those persons employed by the permitter, or persona acting in behalf of the permitter. The permites shall be responsible for any liability imposed by law and for injuries to or death of any person including but not limited to the peraittee, person employed by the permittee, persons acting in behalf of the panmittes, or . damage to property arising out of work permitted and done by the permittee under a permit or arising out of the failure on the permittee's part to perform his obligations under any permit in respect to maintenance or any other obligations or resulting from defects or obstructions or from any cause whatsoever during the progress or the work, or at any subsequent tin, work is being performed under the obligations proviaea oy and contemplatea Dy the permit. ins permittee snail indemnify and save harmless the State of California a8. all officers and employees thereor, including but not limited to the _ Director of Transportation and the Deputy Director, from all claims suite or actions of every name, kind and description brought for or on account o- injuries to or death of any person, including but not limited to the permittee, persona employed by the permittee, persona acting in behalf of the permittee and the'public or damage to property resulting from the performance of work under the permit or arising out of the failure -on -the permittes's part to perform his obligations under any permit in respect to maintenance or any other obligations or resulting from defects o.r obstrue tions or fro■ any cause whatsoever during the progress of the work or at any subsequent time work is being performed under the obllgmtions� provided by and contemplated by the permit, except as otherwise provided by statute The duty of the permittee to indemnify and save harmless includes the duties to defend as set forth in Section 2778 of the Civil Code. The - permittes waives any and all rights to any type of express or implied Indemnity against the State, its officers or employees. It is the intent of the parties that the peraittee will indemnify and hold harmless the State; its officers and sm-ployees from any and all claims, suits or actions as set forth above regardless of the existence or degree of fault or negligence, whether active or passive, primary or secondary, of the part of the State, the permitter, persons employed by the permittee or persons acting In behalf of the permittee, 20. BONDINis This permit shall not be effective for any purpose unless and until the permittee files with the Grantor, a surety bond in the'for■ and •amount required by said Grantor. A bond to not ordinarily required of any public corporation or publicity or pprivately owned utility, but will be required of any utility that fails to meet any obligation arising out of the work permitted or done under an Encroachment Permit or fails to _ maintain its plant, work or facilities. 21. NA[INC ■EPAIRSt In every case the permittee shall be responsible for restoring to its former condition as nearly as way be possible, any portioi of the highway which has been excavated or otherwise disturbed by peraittee except where Coltrane elects to make repairs to paving and except where provision to the contrary is ■ade'in the written portion of any permit. Tf permittee shall maintain the surface over facilities placed under any pore for a period of one (1) year after completion of work under the permit. :, the highway in not restored as herein provided for, or if Coltrane elects t make repairs, permittee agrees by acceptance of permit to bear the Gnat thereof. it 0 228 CARE Of DRAINAGES If the work contemplated in any Encroachment Permit •hall interfere with the established drainage, ample provision shall be ■ads by the peralttee to provide for it me may be directed by Caltrana. 271 SGGMIT PLANS for installation of all underground facilities and all surface work of consequence, the parmittee *hall furnish a plan showing location and constuction details with Its application. Upon completion of the work a• -built plans of sufficient accuracy shall be submitted to the District to determine location of the facility. 261 MAINTERANCES The permlttoo agrees, by acceptance of a permit, to maintain properly any encroachment placed by it in the highway and in Inspecting for the preventing any Injury to any portion of the highway resulting from the encroachment. 251 CGST GF NOR =S Unless otherwise stated on the permit or separate written agreement, all costa incurred for work within the State right of way pursuant to this Encroachment Perart *hall be barns by the parmittee and perslttee hereby waives all claims for Indemnification or contribution from the State for such work. 261 FEDERAL CIVIL 1120STS REGNIGENENTS 1FG1 PGSLIC ACCOMMODATIONS (A) The permittee for himself, his personal representatives, successors in Interest, and assigns as part of the consideration hereof, doss hereby covenant and agree that (1) no person on the ground of race, color or national origin shall be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination in the use of sold facilities. (2) that in connection with the construction of any Improvements on said lands and the furnishing of services thereon, no discrimination shall be practiced in the selection of employees and contractors by contractors In the selection and retention of first -tier subeontraetors, in the selection of second -tier subcontractors, (I) that such discrimination shall not be practiced against the public In their •cease to and use of the facilities and services provided for public •ccommo'datlons (such as eating, sleeping, rest, recreation and vehicle servicing) constructed or operated on, over; or under the space of the right of way, and (6) that the parent•• •hall use the promises in compliance with all other requirements imposed pursuant to Title 15, Code of federal Regulations, Commerce and Foreign Trade, subtitle A, Office of the Secretary of Commerce, Part 8 (1S C.F.R. Part 8) , and as said Regulations say be amended. (8) That In the event of breach of any of the above nondiscrimination covenants, the State shall have the right to terminate the permit and to re -enter and reposes• said land and the facilities thereon, and hold the Gams as if said parait had never been made or issued. 271 ARCRAEGLOGIM s The pormittee shall cease work in the vicinity of any arehaoologlcal resources that are revealed. The Permit Engineer shall be nottfled immediately. A qualified archaeologist retained by the pormittee will evaluate the situation and 'sake recommendations to the Permit Engineer concerning the continuation of the work. / ;7— `'Department of Transpo• tion(Caltrans) • UTILITY MAINTENANCE PROVISIONS TO ENCROACHMENT PERMIT DM -M -P -228 (Rev. 12/80) Any public utility or public corporation who lawfully maintains a utility encroachment may perform routine or emergency maintenance on such facility in accordance with the following provisions (unless updated at some future time, thence the future provisions shall govern): A. Exclusions: These provisions do not authorize tree trimming or routine maintenance work on freeways (expressways), for which a special permit is required. B. Encroachment Permit for Maintenance: The maintenance work must be in conformance with an encroachment permit (individual or annual blanket). The permit or a copy thereof shall be kept at the site of the work and must be shown to any representative of Coltrane or any law enforcement officer on demand. WORK SHALL BE SUSPENDED IF PERMIT IS NOT AT JOB SITE AS PROVIDED. C. Notice Required: (1) Routine maintenance and inspection -- Before proceeding, the Permittee shall notify the Coltrane representative in whose territory the work is to be done. (2) Emergencies -- The representative as possible. In addition, and provided herein, the Permittee a confirming letter to the Dim permit shall be issued for the freeway or if not covered by a shall be notified as soon except as otherwise shall immediately address triet Permit Engineer. A emergency work on a maintenance permit. D. Standard of Work: All work performed within the .highway shall conform to recognized standards of utility construction and Coltrane current Standard Specifications. E. Emergency Repairs: The Permittee may make emergency repairs by excavating through improved surfaces, 2111Y when breaks In the conduit, cable, or pipeline under the pavement present a definite hazard to traffic or serious interruption of essential service. In such cases the Coltrane representative shall be notified immediately. Backfill and pavement replacement shall be performed in accordance with the applicable General Provisions (i.e., "Making Repairs," "Backfilling "). F. Open Excavations: No excavation shall be left open after daylight hours, unl-eas specifically authorized and adequate protection for traffic is provided in accordance with the General Provision "Protection of Traffic." i3 Department of Transportation (Coltrane) Page 2 UTILITY MAINTENANCE PROVISIONS TO ENCROACHMENT PERMIT G. Service Connections: These provisions do not authorize installation of conduit, cable, gas or water service connections within State highway right of way, regardless of the location of the main, existing conduit or cable. All new underground or pipe services, conduit, cable or main extensions, or excavations to abandoned services must be covered by individual permits. See Section H(4) regarding service connections for wires. H. Routing Inspection and Maintenance: (1) Routine maintenance and inspection on the roadbed shall be conducted between 9:00 a.m. and 3:00 p.m. or as otherwise authorized in writing by the Coltrane representative. (2) Manholes -- The Permitter may open existing manholes to repair underground cables. Where the manhole lies within the improved surface of the highway, the Permittee will provide adequate protection for traffic in accordance with the General Provision "Protection of Traffic." (3) Excavations for routine inspection and repair of pipeline and cables shall: a) not be made in improved surfaces, landscaped areas or closer than 10' to the edge of the pavement without a special permit; and b) not uncover more than fifty (50) feet of line at any one time. (4) Pole Lines -- Permittee is authorized to: a) Stub, or reset existing pole, provided no change in location of pole or anchor is made. Stubs and anchors must not be placed between existing pole and traveled way. b) Replace poles, guy poles, and crossarms in exact location limited to two consecutive poles. No additional poles or guy poles are authorized under this routine maintenance provision. c) Replace broken pine and insulators, repair broken wires, pull slack wires, and replace or pull broken or slack guy a. d) Repair and complete transfer work on existing aerial cables. e) Install new and replace existing transformers on existing poles. /Z/ Department of Transportation (Caltrans) Page 3 UTILITY MAINTENANCE PROVISIONS TO ENCROACHMENT PERMIT H. Routine Inspection and Maintenance: (continued) f) String serial wire and place additional crossarms on existing poles except where wire crosses the highway. Unless otherwise specifically required by Coltrane, protected cable, tree wire or plastic tree wire guard used for telephone lines way be used through trees where necessary, provided the appearance of the tree or the tree itself will not be damaged. This section (f) does not apply to adopted scenic highways. g) String service drop wires from facilities existing within the highway right of way except where wire crosses the highway. Service wires over highway& are subject to Public Utilities Commission regulations and must cross as near right angles as practicable. h) NOTE - A separate permit shall be obtained for each installation or replacement of wire, drop wire, cable, or other encroachment which crosses the highway or which encroaches upon the highway right of way whether or not attached to or in contact with existing facilities within the right of way. i) Clear grass around base of poles and excavate around poles for inspection, including tamping and straightening. i. • • Department of Trsnsportation(Caltrone) SPECIAL PROVISION "A" (Attached to a.11 Permits - 2 -62) 1. Parmittes shall notify the Permit Inspector between 0700 and 0900 two (2) working days prior to starting any work authorized by this permit. See the face of the permit for Inspector's telephone number. 2. Permittee shall arrange for a pro- construction meeting at the fob site with the Permit Inspector and all.other interested persons two (2) working days prior to starting work, to discuss the permit requirements. }. In the avant that all or a portion of this work is within the working area of a State highway construction project, not work shall be started until all arrangements have boon nods with the State Contractor and Resident Engineer to avoid any and all conflict or delay to the State Contractor. 0. Unless otherwise authorized by the Permit Inspector, all work within State right of way shell be in accordance with the current Coltrane Standard Specifications and Standard Plane. The Uniform Building Code may be used as the minimum specifications unless a more stringent specification is required by the local agency, permit or Permit Inspector. Improvements shell be constructed at the location shown on the Perwittee's approved plena if they do not conflict with State requirements. 5. Should there be any discrepancy between the terms of this permit and the plans attached hereto, the tarn@ of the permit will prevail. 6. All inspection coots incurred incidental to thi@ work @hall be barn* by the Psrmittee. 7. All work shall be performed during the working hours regularly assigned to Department of Transportation employees unless otherwise authorized in writing. B. All coots incurred for work within State right of way pursuant to this encroachment permit shall be borne by the Permittee, and Permittes hereby waives all claims for indemnification or contribution from the State for such work. 9. Upon completion of work, Permittoo shall clean the highway and the work assn *hall be left in a neat and prmmontablo. condition and to the satisfaction of the Permit Inspector. 10. A minimum walkway end /or bike path width of 70 inches must be maintained at •11 times for safe passage through the work area. 11. Any work authorized by this permit which requires traffic diversion end /or traffic interruption, including sidewalks and bike paths, shall be approved by the Permit Inspector. See the face of the permit for inspector's telephone number. %F,. Department of Tronsportefon (CALTRANS) Special Provision "A" (attached to all Permits - 2 -62) Pape 2 12. Unless otherwise authorized by the Permit Inspector, the normal traffic control shall be limited to the hours of 0900 - 1500 and open for use by public traffic on Saturdays, Sundays, designated legal holidays and after 3.00 P.M. on Friday* and the day preceding designated legal holidays, and when construction operations are not actively in progress on working days. 13. Designated legal holidays aret January let, and third Monday in February, the lest Monday in May, July 4th, the first Monday in September, November 11, Thanksgiving Day, and December 25th. When a designated legal holiday falls on Saturday, the preceding Friday shell be a designated legal holiday. 14. The Psrmittee shall provide adequate protection of traffic in accordance with the current traffic control requirements of the Department of Transportation (Caltrans), the Standard Specifications Section 7 -1.06 (Public Convenience), Section 7 -1.09 (Public Safety) and Section 12, (Construcion Area Traffic Control Devices), and special provisions of the permit. The condition and location of other traffic control devices shall be approved by the Permit Inspector and installed and maintained by the Psrmittes in accordance with the permit. All cones shall be 28 Inch minimum height. Portable delineators used in lieu of cones sheill be placed at one half the spacing for cones. All advance warning signs shall be 48 inch x 48 inch minimum for approach speeds of 45 MPH or more on two lane highways with traversable control and for approach speeds over 50 MPH on multiple lane directional half roadway and lent closures. At all other speeds all warning signs shall be 36 inch by 36 inch minimum except that "Road Work Ahead" (23) shell be 30 inch by 30 inch minimum. During the hours of darkness all necessary cortex used for lane delineation shall be Illuminated or roflectorized for approach speeds through 50 MPH. All flagpersons shall be trained and their sole duty will be to control traffic. They shall weer whit* hard hat#, orange vast* or jackets, and have an approved slow /stop paddle. They shell be intervitable or be in communication via 2 -way radio. During the hours of darkness the vast or Jacket shall be reflectorized, flagman stations shall be illuminated such that the flagman will be clearly visible to approaahing,traffic and all necessary cones used for lane delineation shall be illuminated or reflectorized for approach speeds through 50 MPH. 15. The signs used for traffic Control shall either be covered, removed from the right of way, or turned to face away from traffic when not actually in use. 15. All lane closures on multilane highways shall be made using an approved flashing arrow aign. I h a d ate lnepectu, aha11 c I a a a dawn any pro Jact f u u n to have such a Jana c o a u r e without the required / _ flashing arrow signs. ' 0 Department of Transportation (CALTRANS) Special Provision "A" (attached to all Permits - 2 -82) Page 3 17. The Pormittee shell notify the Division of Highways Signal Laboratory at 213- 620 -2030, at Ieast 71 hours in advance of any excevetion within 500' of the signalized intersection or in the vicinity of State lighting feel IIt19a. The Permittsa and /or his contractor assume the responsibility for the payment of all costs incurred by the State in repairing facilities damaged during construction. Requests for relocation of facilities for the contractor's convenience must be made in writing with the contractor assuming costs. 18. Existing utilities shell be protected from damage by Pormittee. 19. Existing highway facilities damaged by reason of the Pormittee's operations shall be repaired by the Pormittee at his expense. 20. Permittee shall be responsible for notifying his contractor and all sub-contractors of the provisions of this permit. No work will be started until a copy of this permit is given to the contractor and each of his sub - contractors. 21. The Pormittee and /or the contractor shall submits copy of all -- required CaW sho permits to the Permit Inspector prior to starting work. 22. This permit shell be kept at the Bite of the work and must be shown to any representative of the grantor or law enforcement officer on demand. Failure to comply may require stoppage of all work'within State right of way for a minimum of the remainder of the working day. 23. All lane and pavement markings shall be removed by sandblasting or air bleating. 24. Placement of pavement and lane markings shell be done by the Pormittee under the direct supervision of the State representative in the field. 25. A survey "at no cost to the State" of the Psrmittes'a property Rey be required to verify compliance to approved plane. 26. Should work take place between October 15 and April 15, Peraittee shell obtain s long -range clear weather forecast before breaking into a main line store drain. Construction of facilities connecting to the mein line will be permitted only during a clear weather forecast that to acceptable to the Coltrane reprase_ntative. Once operations under this permit are initiated, the work shall be conducted in a continuous manner until coapIated. IM Department of Transportation (CAITRANS) Special Provision "A" (attached to all Permits - 2 -82) Page 4 27. Abandoned connector pipes shall be sealed at both ends with 8 -inch brick and mortar or six inches of concrete. When facilities are allowed to be abandoned in place, backfilling with sand, or other measures, may be required to protect the highway. This is mandatory for metal pipes 12" in diameter or larger and all other pipes 24" in diameter or larger. 28. All inlet openings shall be provided with protection bare spaced to provide an opening that does not exceed six inches. 29. Permittes shall not use Coltrane property for the temporary or permanent storage of excavated materials, rock, sand, cement or other material or any equipment, except as specifically noted. rY • 0 Department of Transportation(Caltrans) STANDARD SPECIAL PROVISION "B" - (STREET IMPROVEMENTS) 7/84 I. This Special Provision sheet "B" and its attachments are to be used as minimum specifications for construction of sidewalk, curb and gutter, roof drains, and wheelchair ramps at the location shown on Permittee's approved plans. II. SIDEWALK 1) Sidewalk shall be constructed with Clare "A" (6 sack) Portland Cement Concrete four (4) inches in depth except at commercial driveways where six (6) inch depths respectively, will be _ required. 2) The subbase under the sidewalk shall be 4" of pea gravel or sand subbase. The 4" of subbase may be waived provided the native soil has a sand equivalent value of 20% as determined by California Teat Method 217f or as determined by the Permit Inspector. 3) A Coltrane approved soil sterilent shall be applied as directed by the State representative in the field. The sterilent shall be a borate chlorate sterilent containing not lose then 25 percent sodium chlorate. The sterilent shall be applied at a rate such that not less than 2.5 pounds of sodium chlorate is applied per 100 square feet of area to be sterilized. Sterilant shall not be applied closer than 12 inches to plants _ and shall be applied by a device approved by the Engineer. 4) The finished grade of sidewalk shall have a crossfall of 1/4" per foot toward the curb. The surface of sidewalks shall be marked into rectangles of not lees than 12 square feet nor more then 20 square feet with a scoring tool which will leave the edgeerounded or scored to matching adjoining sidewalk. 5) Back edge of sidewalk shall be placed on the right of way line Sidewalk width shall be a minimum of 5 feet. 6) Section of existing concrete sidewalks to be removed shall be sawcut on the nearest score marks beyond the limits of removal unless it is within 5' of an expansion joint. This concrete shall be removed to the sawcut line or the expansion joint to full depth and disposed of outside the State right of way. III. CURB AND GUTTER 1) Unless otherwise authorized by the permit, curb and gutter shall be Caltrans Standard A2 -8. Curb and gutter shall be constructed with class "A" (6 sack) Portland Cement Concrete over a minimum of 6" class II aggregate base. 2) Concrete curbs and gutters shall be constructed to plan grade or in conformance with alignment and grade of existing curb and gutter. :r V -2- Department of T ransportat ion(Calt rang) STANDARD SPECIAL PROVISION "B" - (STREET IMPROVEMENTS) 7/64 continued 5) Prior to the removal of existing curbs or construction of new curbs, the Peralttee shall relocate surface obstructions (such as utility poles, trees, etc.) to locations back of the proposed curb. Surface obstructions shall also be relocated fifty (50) feet before beginning of curb obstruction and one hundred fifty (150) feet beyond the and of curb construction For safe traffic movement. 4) Sections of existing concrete curbs and gutter to be removed shall be sawcut on the nearest score marks beyond the limits of removal unless it is within 5' of an expansion joint. This concrete shall be removed to the sawcut line or the expansion joint, to full depth and dispoeed of outside the State right of way. 5) A monolithic pour of sidewalk and curb and gutter shall not be permitted. 6) Asphalt, colored concrete, flagetane, brick, tile or gravel materials are unacceptable unless otherwise authorized by the permit. 7) In the event that the Peralttee remove• or damages a monolithic curb'return and spandrel, the Peralttee shall remove and replace the entire curb return and spandrel. IV. ROOF AND SURFACE DRAINS Drains must be restricted to the exclusive purpose of draining rain water from the roof of Pormittee's building and /or paved parking lot. Drains if used'for any other purpose, such as draining waste water or domestic supply water onto the highway, will not be authorized. Drains shall be installed at right angles to the curb line unless otherwise authorized. No more then (2) pipe drains shall be installed at each location. If additional drains are necessary, the Peraittee shall construct s box structure approved by the permit. V. WHEELCHAIR RAMPS Wheelchair ramps shall be constructed in accordance with the attached detail sheet N8 -8 "Wheelchair Range ". i 4" MIN. $s "Alm. TYPICAL SECTION 1tJW SILL b_guttsr ■nd siewalk L1 NE — _ —_ - - -- d f••- VARIA6LE� --• 5 MIN. 1 a99ra9ats base • coal s A a = 99ate subbaaa AZ-13 L gutter a • -- �j-• • • ' • .. PCC aw0wallf. • SLllstrQSG •• Jr 4" 440 1 Department of Transportation (Caltrans) STANDARD SPECIAL PROVISION "C" - (EXCAVATION AND BACKFILL) 1 -82 I This Special Provision s'iest "C" and its attachments are to be used as a minimum specification for excavating and backfilling within State right of way. II Excavation Crossing Roadways 1. Pipes shall normally be jacked or otherwise forced underneath pavement without disturbing same. Pavement or roadway shall not be cut unless specifically allowed by the permit. Service pipes will not be permitted inside of culverts used as drainage structures. 2. Except for minimum dimension out at tie -in to main, no open excavation shall be made within S' of the improved shoulder or between the curb lines. 3. Contractor shall comply with all State and local safety codes relative to safety measures for protection of workmen in trenches and excavations (State of California Administrative Code, Title 8) . 4. All excavation shall be shored and /or tight sheeted in accordance with CAL OSHA requirements. S. Mork shall not be permitted in confined spaces until all possible hazardous gases and vapors have been purged. Workmen shall be equipped with adequate blowers, safety harnesses , hard hate, ropes, ladders and any other equipment necessary. When working in confined spaces, CAL OSHA requirements shall be adhered to. 6. Service connections must be installed at an angle of 90 degrees from the center line of the State highway which the main traverses. 7. 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. Any exception• shall be in writing by the State representative. After the pipe is placed in the open section, the trench is to be backfilled in accordance with specifications, temporary repairs made to the surfacing and that portion opened to traffic before the pavement is cut for the next section. 8. Hazardous pipeline potholing clauses (petroleum distilates, gas, electricity, chlorine, stc.)s The Permittee shall furnish Caltrans with the results of this exploration, having the location and gradmahown to the nearest one -tenth foot tied to State's datum, and certified by a licensed surveyor or professional engineer (civil). 9. P.C.C. pavement shall be scored to a minimum depth of 1 -1/2 inches by means of a concrete saw to provide a nest and straight pavement break along both aides of trench= also, provide an unfractured pavement joint and rigid bonding of pavement replacement patch. -2- Department of Transportation (Coltrane) STANDARD SPECIAL PROVISIONS wC" - (EXCAVATION AND BACKf ILL) 1 -82 II Excavation Crossing Roadway (continued) 10. A.C. pavement shall be scored as required above for P.C.C. pavement except where in the opinion of the State Inspector the pavement has been cut nest and straight along both sides of trench to provide on unfractured and level pavement joint for bonding 11. Where the edge of the trench is within 2 feet of existing curb and gutter, the asphalt concrete pavement between the trench and the curb shall be removed and replaced. 11. Where the edge of the trench is within 2 feet of existing curb and gutter, the asphalt concrete pavement between the trench and the curb shall be removed end replaced. 12. A minimum sidewalk and blkpath of 30 inches must be maintained •t all times for safe passage through the work area. 13. A minimum lateral clearance of 3' shall be provided between the edge of excavation and adjacent traffic lanes. A minimum lateral clearance of 2' shall be provided between the edge of surface obstruction and the adjacent traffic lane. Where S' of clearance fa not provided, the excavation *hail be shored and tight sheeted. In no case shall the clearance be lose then 2'. 14. Banks of open -cut trenches shall be kept se nearly vertical as possible. Trenches shall not be more than 240 wider then the outside diameter of the pipe to be laid therein, plus the neceseary width to accomodsts sheeting. 13. All open trenches within the traveled way shall be backfilled, compacted and temporary repairs made to the surfacing before leaving the job site at the end of the working day. 16. Tight shooting and properly placed and maintained steel p late a may be substituted for backfilling as authorized by the Permit Inspector. 17. If no spoil bank is placed between the open excavation and the traveled way, all open trench shell be backfilled and compacted prior to leaving the job site at the and of the working day. 18. The trench shall not be excavated more then 300' In advance of pipe laying and shell not be left open more then 200' in the rear thereof. Resurfacing of any given portion of the trench shall be completed within one week following laying of pipe in that section. 19. All vegetation shell be removed from the area of the trench before commencing with the excavation operations. 20. No tree roots over 2" in diameter shall be cut. The roots over 2" in diameter shall be carefully tunneled under and wrapped in burlap and kept moist until the trench has been backfilled. Trenching machines shall not be used under the trees if the trunk or limbo will be damaged Dy their use. -7- Department of Transportation (Caltrans) STANDARD SPECIAL PROVISIONS "C" - (EXCAVATION AND BACKFILL) 1 -62 II Excavation Crossing Roadway (continued) 21. If the trees involved are close together or of such it is I a p r a c t I c a I to protect all roots over 2 inches in further that cutting of roots under 2 Inches in diameter permanently damage the trees, special arrangements shall the Permittee to prune the tree tope in order to balance This work shall be performed under the close supervision State Tree Maintenance Supervisor. size that diameter or may be made by root lose. of the 22. No manhole shall be constructed within 20' of any parkway tree. 23. Temporary pavement patches shall be placed and maintained in a smooth riding plane free of humps or depressions. III Backfill _21/ 1. Structural backfill within the existing or proposed roadbed area shall he compacted in horizontal layers not exceeding ON in thickness using approved hand, pneumatic or mechanical type tampers to obtain a "relative compaction" of 95 percent using California Test Method 216F. Structural backfill outside of elope lines and not beneath the roadbed shall be compacted to ■ relative compaction of 90 %. Backfill material shall have a "Send Equivalent" value of not lees than 20 as determined by the California Test Method 217F, if the excavation falls within the existing or proposed roadbed. Consolidation by ponding and jetting will be permitted when, as determined by the inspector, the backfill material is of such character that it will be self - draining when compacted, and the foundation materials will not be softened or be otherwise damaged by the applied water and no damage from hydrostatic pressure will reauIt. Ponding_end_,Jetting_of_ the _upper_4__ below _finishod_grede_ ie_not_permitted. When ponding and jetting Is permitted, material for use as structural backfill shall be placed and compacted in layers not exceeding 4' in thickness. Ponding and jetting methods shall be supplemented by the use of vibratory or other compaction equipment when necessary to obtain the required compaction. 2. Backfill material may consist of sand - cement slurry using 2 sacks of cement per cubic yard of sand and water with 2% of calcium chloride as determined and authorized by the Permit Inspector. 3. Where it is necessary to tunnel under existing curb and gutter, sidewalk, or underground facilities, the void shall be backfilled with 2 sack sand - cement slurry. 4. By accepting this permit, the Permittee agrees to pay all laboratory costs in connection with the necessary testa which may be required by the Department of Transportation engineer to determine the sand equivalent value of the backfill material or the trench backfill compaction. It is further understood that the frequency of such teats shall be a minimum of one testa per maximum of 1500' of continuous trench at elevations of not lees then every 2' of backfill depth. • 0 -4- Department of Transportation (Caltrans) STANDARD SPECIAL PROVISIONS "C" - (EXCAVATION AND BACKfILL) 1 -82 5. Prior to starting the trench backfill, the Psrmittes shall make the necessary arrangements with materials testing laboratory to conduct these taste with certification from a professional engineer (civil). IV Pavement Repairs 1. Repairs to P.C.C. pavement shall be made within 5 working days of completion.of backfill and shall be made of Portland Cement Concrete containing a minimum of 7 sacks of cement per cubic yard. Replacement of P.C.C. pavement *hall equal existing pavement thickness. The concrete shall be satisfactorily cured and protected from disturbance for not lees then 48 hours. Nigh early cement may be required at the discretion of the Permit Inspector. 2. Concrete sidewalks or curbs shall be cut to the nearest score marks and replaced equal in dimensions to that removed with score ■arks matching existing adjacent sidewalk or curb. 3. Repair@ to A.C. pavement• *hall be made within 5 working days of completion of backfill and shall be made with asphaltic concrete eating State specifications, with every effort *ads to match the existing pavement as to color and surface texture. 4. Replacement of the roadway structural section (pavement, base, subbase, etc.) shall be equal or better in all respects to %he thickness and materials in the beat portions of the existing •tructural.sectlon. Minimum thicknesses shall be 4" asphaltic concrete on 8" class II aggregate base. V REQUIRED MARKERS Except as hereinafter provided in paragraph 3 of this subsection, all underground installations of pipes, cables, and conduits in a highway right of way *hall be marked and designated as follows% 1. All New Installation• of Underground Crossovers, Except Service laterela% A timer or other suitable marker *hall be installed and maintained by Psrmittee outside the ditch line at locations suitable to the District Director where no curbs exist, which marker shall extend 30 inches above the roadway surface and have stenciled thereon the nature of the underground obstruction and the name or identifying symbol of the Permittee. Where curbs exist, the crossover @hall be Identified by description and name of owner's stenciled on curb in block letters on white background in a compact and legible manner. : 4f ' • f -s- G Department of Transportation (Coltrane) STANDARD SPECIAL PROVISIONS NCR - (EXCAVATION AND BACKFILL) 1 -82 V REQUIRED MARKERS 2 2. All New Logitudinal Installations of Underground Pipes, Cables or Conduitsl Where no curbs exist, timber or other suitable markers shall be placed adjacent to the conduit or offset to such distance.., as say be specified and at interval• not in excess of 1,ODO feet, at each angle point, or where noconcentric with the highway improvement, at least every 300 feet. Where the encroachment is located in the traveled way, timber or other suitable markers shall be placed at an offset outside the ditch line at locations suitable to the District Director with an offset distance given. Where curbs exist, the Information shall be stenciled on the curb near each intersection. 3. Markers should be placed so as not to Interfere with vehicle recovery areas. C. Exceptionso In counties and incorporated cities where the Permittee has filed a map or maps with the County Surveyor, City Engineer, District Director of Coltrane showing the ownership and description of the underground facilities mentioned in subsections (1) and (2) above in accordance with ordinances, other regulations or established practice, it will not be necessary to mark or designate said facilities as required above. VI CATHODIC PROTECTION The Permittee shall perform stray current interference testa on underground utilities under cathodic protection. The Pmrmittee shall notify Coltrane prior to the tests and perform any necessary correctime measures recommended by Coltrane. VII HIGHWAY STRUCTURES The Permittes will pay for any damage to highway structures caused by gas mains or other pips lines carrying flammable*. This includes,., but is not limited to, explosion or fire resulting from such installations regardless of causation. If repairs are not feasible, complete replacement of structure may be necessary. The Permittee will indentify and hold the State harmless from any and all claims for injury to person or damage to property resulting from such installation. VIII LIMIT Of EXCAVATION No excavation is to be made clamor than 10 feet from the edge of the pavement except as may be specifically not forth by the permit. w �b Department of Transportation (Coltrane) STANDARD SPECIAL PROVISIONS "C" - (EXCAVATION AND BACKFILL) 1 -62 IX TUNNE41NG Except in effecting emergency repairs on utilities no tunnelling will be permitted, except on major installations as may be specifically set forth by the permit. X UNDERGROUND FACILITIES Shall be in accordance with Caltron's "Policy on high and low risk underground facilities within highway rights of way." Unless otherwise authorized, pipes and conduits *hall be installed in s manner to provide a minimum clearance of 42 inches between the top of pipe and surface. The attached Fore /T Rev. 4 -61 is port of this permit. .27 I s • . � tS �D�a €F- =miLe� *f °� ;i6 fi��:�• }tt � � � 2 � $ i ii; .� i���i sE t� ;i ��41i f i !• T =T = .. LU i W LU M- i` f a 1 f N L' — E 1 N —II 1 1 � � 1 '• yam/ ..Zt p' � � II��ZZ.. y 7FIY . }YIW III 1 Y �/►= S N \\ t 1 r• Is I � s W d s s ap tid all .�.. ...� .: 1. 1 ..f. -- . II +� d 6 - a QEPARTMENT OF TRANSPORTATION (CALTRANS) S'fANUARD SPECIAL PROVISION "'1" (Lane closures) tev. 3 -82 This Spacial Provision sheet "Q" and its attachments are to be used as a minimum specifica- tion for the lane closures with Caltrans right of way on conventional highways and freeways. I i gas if O lalI tlt JAI a; i I r� I �J. ' ,tl� �lii i1� 1 ! iiJ�,�i�Ri[J,i�l a , J ' ,!'M aJf ;lji E, lil J' � �ij� i ii #esei -)q I PAGE t :1 Ii 1 Yy ■ 1J) ! - -_ !� c �1 RI � O r 1, t Z aaI I g J Ij rw Ail' J rll��FU-11 I' .I �r•i� 6 a t 1• �0�''l�rE��i I A ' A l;5illtll�r;l T i4 i� !' I I � i � l� • 'l��E � =1 e r! a t�f.i, iii lit Jt es �' e ri � '• a .� ��' appt 1 I I t e - t t F'�s PA6E 3 1 } s I i 3 a 8 31 Vii► 1< i j! I F r+ iya tL Imo_ r < is or 1 El � *!E! a a �+Al1 � 1 ilk ;i # #*j■tfi(ll ti.t i[ lI fill, � pri, fillt�'t[l 1t11�� f e i��1ti!iDi�ii!i,i�l ho 1 �1iiI at 11111 t� as l6a +d ia+i 31 �j iit tal i � S PAGE Iv- II I • • ®� 11 I tglM • t t 1 I ;, } ►, t 11 1 I I I V ill�i !� rE i • s. , 1 t t' tt i It ilk s � ' f 1 all r;, I ; �� �it;D1 +. .1.11 i i � � lw1e• �.i. ��ir � III i I i s a 1 ►' a; All as • It I i Is " . ��1r�1�1••tEl asses way ,t1 t1 E•1}tr is {� III ► I i � � it , {lii,�ir�ir�:l}} III , all t 1 I I 4 < t III }• I•,s �l;fi t�.. • f. 9I II 1 i I 1 I i 'I E: w AZ s { g.T,..t so Pla id.a :�ao. is € StS ^3. sy a asx .i "•i i —__• .i. : t : f .•s° S -• .°, ,s_a_ °_S d a f::d 2Q K •!$€ W. 1 €i� .ice :: a; i .:: t . {is =; :yag •i'F . • °;2 , io � =s sej: W o `sd�o$ '� :• - -�S.... °.. �` 2 .F %�1 i3'a i»-- s•Y_° : °d. W �yhya is da ".- •t .Y =. .o:S St ; 'lit' -E aii= s3_: ii.t eS x .1t : s €e -gg o o . • Y i 21 :&.r; .:: tis la{ ,�� • -: �•'_b I- . . a=sl iaE �.ei$ : iY• Y`s• $'i S _a�SS $aE_g:;'l�� $:s '= b'<s:t:3 $ d�S'i.::�S�b b{sF_ { i- b1sY.iL%a0$ a a J Q w 5 LS!Z !!am: dd$ 30:: 2 w$yy �=i T 1 N o,\ vw %L { M; V i I H w r e , 1 • 33 I L6 ° gg i •!�� U S 9 is f arY- J fO° ii S2 c= ie w U� U s Q T W N o U ••1. 7 -F Il\ F •a CC'a a Z e wswsaap S D (J ~�i� .ten. •. W v� N Q i T �i ; 3 U w• J/ g Jt �_L... Z H a a. ; ! N p v i O v i < W N ZZ Im at WA s °i•- :CL: , Ja e wswsaap S D (J ~�i� .ten. •. W v� N Q RL 4 I Y^ �i M •. M a a. ; ! N p v i O v i < W N $iZ at s °i•- RL 4 I s�`�wi DEPARTMENT OF TRANSVORTATION 1CALTRAN51 STANDARD ENCROACHMENT PERMIT APPUCATION /per Paid Dist/Co/Rujrm Dl..r.- ..301A IIIIV..'..1 P,Rf, �50/ 41 7Z f cA e/ / "IPt o/ - O/ a Permission is requested to encroach OR the State High" right of way as follows: (Compbro aD items: NA it we applicable.) Applkwi" d DoE cmepleEe unlit all required eNachmenb are included. L «mien: City 1 County 2 Route ] PoU Mil. l Date S Newport Beach I Orange 55 Q . 5 q� 2 6 Address « SIr«t Nan. Fast Intersection 6 Craw SMw (ischr4 dFRasn and diceclionJ 7 FEE Of Hospital Road & 55 Hospital Road East 07 ��N B avt Road%Shoulder, v Back of Curb & S1 b P'— .Appl:co... (Chock O:.•) ,.� MOVn. Nil o ONm.PaleDSdey Own Fore« T C«Rractor ❑ S.IF.. E". StorTilp Dora 10 E". CoMpblian Date 11 Estimated Cms in Seem, R/W 12 g- 6 /ACIUOI /T%Nn -fJO per hr ] 149,282.00 Mm. D•pM 13 Av«coo Doplh 4 Averave Width IS Lerq& 16 Surface Type 17 EXCAVATION 7 N. 2 Ft. 15 R 150 It I A.C. Paving/Concrete mm b`fie de a in Cond �t�18 "� w v 20 0/240 h Storm Dra>R _ LL 21 Volts Min $SD -❑ FULLY DESCRIBE WORK WITHIN STATE R /W: Affach eompleNt plans (6 sob fokled 8% X 11 ), specs, oaks, FFHWA eh., i1uppGro6k. Re- alignment and Buildout of Hospital Road between Newport Blvd. (State Highway 55) and North Newport Avenue including construction of: AC Paving and Base, AC overlay, curb & gutter, sidewalk, access ramp, catch basin, retaining walls, storm drain, relocation of water meters and raosoEEg ba;ves tp grade and etc. per plans and traffic signal modification. ❑ Y« ❑ No Not Applicable THE UNDERSIGNED AGREES THAT THE WORK WILL RE DONE RE ACCORDANCE WITH CALTRANS RULES AND RRCAAATKM6 AND SLIHIRCT TO INSf[CTKNE AND APPROVAL Of r FEE CALCULATION BY CALAAHS �{r i ❑ 5.11.. Actual Cea SURETY BOND REQUIRED? ❑ No Y•. Amon, f LIABILITY INSURANCE REQUIRED? ❑ No ❑ Y., Aaaunl $ FEE DEPOSIT UNITY A FEE a Bnd9•Ta11(ilappl:cob41 gv IONS. EXTENSIONS, L S b P'— .Appl:co... (Chock O:.•) ,.� MOVn. Nil 1AW U ERS ... �',�' r� ][IMAINIEM1 ANA. ❑ S.IF.. f I, yQtpOY. /ACIUOI /T%Nn -fJO per hr Emmm•,1[�NOUn (/ c mv.earon h (C c4 Oael n ��N.�. +519 tw• hr ___� ADUUI C.WD oPl —_NO. d API•�aaoou Pr «ouayin JD+e -(64c1 - Min $SD -❑ f a F.el.l.ul 1.1 4auolCmr D•po »r N.. S:O n, -h, 601 N Parkoenter Dr., Suite 104 K A CFTY /COUNTY /OTNdt AGENCY INVOLVED? (hrm6, Appro.d, EIC.)7 13 Y. Check Elsw•omlwM,J 0 «u."maiu. old Road• copy Ia Applicalial ❑ EXwept ❑ N.D. ❑ EIR ALSO A COPY_ OF THE ENVIRONMENTAL APPROVAL. ❑ No G «LE a io epa7 bolo :/ncE'tlaxohe I►� Prot «t � h: C; I ill .6"o i, SIGNS. BANNERS ❑ AGRICULTURAL RATIONS [; PARADES, Cm MARY SIG L 'A % U t• UNITY A UTILITY M U U 1J gv IONS. EXTENSIONS, L EROSION CON UK ,.� MOVn. Nil 1AW U ERS ... �',�' r� ][IMAINIEM1 ANA. w u. DIIh •r O !.J 11$1 CO VIEW Y D EI `- yLNG DRIVEWAY (XYEMOVAt REPLACEMENT OF DISTINCTIVE ROADWAY .01INGS (;yyrDITCH PAVING 'k MODIF:CATUON OF TRAFFIC CONiROI SYSTEM: 1011 'f 'nt fl.: ... MTENNA TV Toot '.coil :n•.P.A: 'k,- q U.0 AYPYGA.n txlsl:NG X6--- ARNG .J REGULATORY WAYNMG. INFOYMI.ThN $IVN$ 5 Lion .. 3y 00M Aft= N3 ftdda PhM N;nM5eCkrAWM (n4a-m STATE OF CALIFORNIA Ss. County of Orange, PROOF OF PUBLICATION - ------------- (2015.5 C.C.P.) ------- I *am a citizen of the United States and a resident of. the County afore- said; I am over the age of eighteen ii years, and not a party to or inter- ested in the above-entitled matter. MOM NOM I am the principal clerk of the prin- ter of the Newport Ensign newspaper of general circulation, printed and published weekly in the city of New- port Beach, County of orange, and which newspaper has been adjudged a ii newspaper of general circulation by It the Superior Court of the County of Orange, State of California, under the- date of May 14, 1951, CASE NUM- ii ------- BERA-20178 that the notice, of which the annexed is a printed copy (set in type not smaller than non- pareil) has been published in each regular and entire issue of said newspaper and not in any supplement ii thereof on the following dates to- _ e-r Elk wit: JAN 1 5.W ii I certify (or declare) under penalty 'ill cf perjury that the foregoing is true ii and correct. Dated in Newport Beach, ii California JAN 15 W SIGNATURE ii ii BECKY L. BOLTON LEGAL ADVERTISING DIRECTOR ii ji. >" ff JXVFa "l x A7, ,v if{e.R4 s q WCR- Nry { _YF/ f s 4f >F XL ` �4T � y Y T ♦ i ��n' �. 3 GGtt i xt 6 r F]F { .`. k. 4f >F XL ` �4T � y Y T ♦ i ��n' �. 3 s� Ny F]F .`. k. -.. } d z< �r d r - �f 2 " 4 S :? � ✓fix 5� -� � Y - Y C, +J �TL.,�• t February 9, 1987 BY THE CITY COUNCILCITY COUNCIL AGENDA CITY OF NEWPORT BERCIfEM N0. F -3(a) • FEB 91967 TO: CITY COUNCIL APPROVED FROM: Public Works Department SUBJECT: HOSPITAL ROAD WIDENING, DOVER DRIVE SIDEWALK AND BALBOA YACHT BASIN MARINA STORAGE UNITS (C -2524) RECOMMENDATION: 1. Adopt a budget amendment appropriating $75,000 from the Circulation and Transportation Fund. 2. Award Contract No. 2524 to ' _ °;mac for the total price of $244,792, and i = -fty` a6iert=t*_-emmte'the contract. At 11:00 A.M. on January 29, 1987, the City Clerk opened and read the • following bids for this project: Bidder Total Price Low Gillespie Construction Inc. $244,792.00 2 Griffith Co. $264,616.25 3 Sully- Miller Co. $265,152.00 4 G. A. MacDonald Construction Co. $276,600.00 5. Bruce Paving Co., Inc. $273,368.00 The low bid is 22% higher than the Engineer's estimate of $200,000. The low bidder, Gillespie Construction Inc., is a well - qualified general contractor who has satisfactorily performed previous contracts for the City. The project provides for the construction of curb, gutter, sidewalk, catch basins, pavement, concrete block retaining walls, signal modifications and storage units. The widening of Hospital Road between Newport Boulevard and Old Newport Boulevard will facilitate the flow of vehicular traffic, provide better drainage and additional sidewalks for pedestrians along the south side of the street. The sidewalk construction along the westerly side of Dover Drive will provide a continuous sidewalk from 16th Street to Cliff Drive. Pedestrians must now walk on the edge of the pavement adjacent to the curb and gutter. • The construction of storage units at the Balboa Yacht Basin Marina will provide a storage unit near "E" dock and allow for the relocation of the storage unit constructed near the restaurant -park site facility. (See attached exhibit for locations.) Staff has met on site with the owner of the bicycle shop adjacent to the Hospital Road widening and the owner of a commercial center adjacent to the Dover Drive sidewalk. The bicycle shop owner was advised that because of the widening he will lose the use of City property for bicycle and vehicle parking (3�) 0 0 February 9, 1986 Subject: Hospital Road Widening, Dover Drive Sidewalk and Balboa Yacht Basin Marina Storage Units (C -2524) Page 2 during the daytime. The commercial center owner was advised that he will need to reconstruct a small portion of an access driveway to the rear of his property since it presently encroaches into the proposed sidewalk area on City property. Both owners seem cooperative and willing to make the necessary changes on their properties. Funding for the work is proposed from the following accounts: Account Description Account No. Amount Dover Drive Sidewalk (w /s) n/o Cliff Drive 02- 3397 -370 $ 54,000 Hospital Road widening from Newport Blvd. (Route 55) to North Newport Blvd. 19- 3306 -005 98,000 Balboa Yacht Basin Marina Storage Units 23- 5395 -035 8,800 Street Resurfacing Program 02- 3386 -015 8,992 Circulation and Transportation Fund (Appropriation to Account No. 19- 3306 -005) 75,000 Total $244,792 r A budget amendment to appropriate the $75,000 from the Circulation and Transportation Fund has been prepared for Council consideration as described when the plans were approved on January 12 (copy of memo attached for reference). The plans and specifications were prepared by consultants and the Pub 'c Works Department. The estimated date of completion is June 1, 1987. Benjamin B. Nolan Public Works Director SJL:jd • • Att. is • • • January 12, 1987 CITY COUNCIL AGENDA ITEM NO. F -14 TO: CITY COUNCIL FROM: Public Works Department SUBJECT: HOSPITAL ROAD WIDENING, DOVER DRIVE SIDEWALK AND BALBOA YACHT BASIN MARINA STORAGE UNITS (C -2524) RECOMMENDATION: 1. Approve the plans and specifications. 2. Authorize the City Clerk to advertise for bids to be opened at 11:00 a.m. on January 29, 1987. DISCUSSION: The project provides for the construction of curb, gutter, sidewalk, catch basins, pavement, concrete block retaining walls, signal modifications and storage units. The widening of Hospital Road between Newport Boulevard and Old Newport Boulevard will facilitate the flow of vehicular traffic, provide better drainage and additional sidewalks for pedestrians along the south side of the street. The sidewalk construction along the westerly side of Dover Drive will provide a continuous sidewalk from 16th Street to Cliff Drive. Pedestrians must now walk on the edge of the pavement adjacent to the curb and gutter. The construction of storage units at the Balboa Yacht Basin Marina will provide a storage unit near "E" dock and allow for the relocation of the storage unit constructed near the restaurant -park site facility. (See attached exhibit for locations.) The plans and specifications were prepared by consultants and the Public Works Department. The Engineer's estimate is as follows: Hospital Road $165,000 Dover Drive Sidewalk 27,000 Marina Storage Units 9,000 Total $201,000 The current budget provides funds for the Dover Drive sidewalk and Balboa Yacht Basin storage units. The Hospital Road project is a combination Gas Tax and Traffic Phasing Ordinance (TPO) project. The Park Lido Medical office building and the Hoag Hospital Cancer Center have been conditioned to contribute a total of $75,000 to the project through the Circulation and Transportation Fund. This amount is not currently included in the budget and will require a budget amendment when the project contract is awarded. The remaining $90,000 will come from the budgeted Gas Tax Account. The estimated date of completion is June 1, 1987. t Benjamin B. Nolan Public Works Director SJL:jd Att. C • E 5 N NO SCALE BALBOA YACHT BASIN MARINA BALBOA YACHT BASIN STORAGE UNITS DATE DBA%lofo no, EXHIBIT y • Snuary 12, 1987 BY THE CITY COUNCIL � CITY OF NEWPORT BEAGWTY COUNCIL AGENDA ITEM NO. F -14 TO: CITY COUNCIL JAN 12 1987 FROM: Public Works Department APPROVED SUBJECT: HOSPITAL ROAD WIDENING, DOVER DRIVE SIDEWALK AND- BALBOA YACHT BASIN MARINA STORAGE UNITS (C -2524) RECOMMENDATION: 1. Approve the plans and specifications. 2. Authorize the City Clerk to DISCUSSION: The project provides for the construction of curb, gutter, sidewalk, catch basins, pavement, concrete block retaining walls, signal modifications and storage units. The widening of Hospital Road between Newport Boulevard and Old Newport Boulevard will facilitate the flow of vehicular traffic, provide better drainage and additional sidewalks for pedestrians along the south side of the street. The sidewalk construction along the westerly side of Dover Drive will • provide a continuous sidewalk from 16th Street to Cliff Drive. Pedestrians must now walk on the edge of the pavement adjacent to the curb and gutter. The construction of storage units at the Balboa Yacht Basin Marina will provide a storage unit near "E" dock and allow for the relocation of the storage unit constructed near the restaurant -park site facility. (See attached exhibit for locations.) The plans and specifications were prepared by consultants and the Public Works Department. The Engineer's estimate is as follows: Hospital Road $165,000 Dover Drive Sidewalk 27,000 Marina Storage Units 9,000 Total $201,000 The current budget provides funds for the Dover Drive sidewalk and Balboa Yacht Basin storage units. The Hospital Road project is a combination Gas Tax and Traffic Phasing Ordinance (TPO) project. The Park Lido Medical office building and the Hoag Hospital Cancer Center have been conditioned to • contribute a total of $75,000 to the project through the Circulation and _ Transportation Fund. This amount is not currently included in the budget and will require a budget amendment when the project contract is awarded. The remaining $90,000 will come from the budgeted Gas Tax Account. The estimated date of completion is June 1, 1987. c � 144 t Benjamin B. Nolan � Public Works Director SJL:jd Att.. 24 1q )° 11 i0� l ^�•. t � L`..,.'• c`. fr :. �:� ? ?' � II' � adiW OP• I '•M) ✓ice N � L� 111T. at Jt 'vim° m N11 g` ` s,\; �•.\ 1! \11 \ \\ �( '�, '��') ' i Iii ` 'rw -��, � It 1♦� � 1 IINro„r,v .�IV�1 "C \ f "„ li EL , L< I' 'i' .'47 I�'(; `���IhCC� ���'�.n C�v ��CG.'..�'���...J f�+,a ara��!D!1 C��v � ham. ;�i\) i'•.:`k t �I��., 4 alr7,r ]O r Cis ojy.' m3 n'L J I~ Y /3`' eO�P GI a lf§ § _ "' r ���J Pb F x ct� - n \ \y Dv °n'l'j \' 'I ``' j ;j 4• Ll • , 8 1 � `°` i 3"nva ✓3vnva✓ (�,� '�* ' - �G� V , e:8 `A O r e n.� `r i; .. y. 3� I_s� 3 �' �•," �'.W. �'.:5\a � �g'^ : cv� 2.`'`'ia r > n yr ,9 I' s... • i (N 0 a CITY OF NEWPORT BEACH DATE PUBLIC WORKS DEPARTMENT APPROVED ,HOSPITAL ROAD WIDENING STEVEN LodY DOVER DRIVE SIDEWALK SALBOA YAO . EXHIBIT._. A