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HomeMy WebLinkAboutC-1328 - Storm drain & sewer relocation at Shorecliff RoadDEC 13 1971 By the CITY COUNCIL CITY ASS NOW"RT BEACH TO: CITY COUNCIL FROM: Public Works Department December 13, 1971 SUBJECT: ACCEPTANCE OF SHORECLIFF ROAD - COMBINED PROJECTS (C -1328) RECOMMENDATIONS: 1. Accept the work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the bonds 35 days after Notice of Completion has been filed. DISCUSSION: P-9 The contract for the construction of the Shorecliff Road Combined Projects has been completed to the satisfaction of the Public Works Department. The bid price was: $379235.00 Amount of unit price items constructed: $379362.20 Amount of change orders: - Total Contract Cost: $37,362.20 Funds for the project were budgeted in Account No. 02- 5597 -231. The contractor is Bomar Construction Company of San Bernardino, California. The contract date of completion was December 17, 1971. All work was completed by November 5, 1971. lin Director I TO: CITY COUNCIL FROM: Public Works Department SUBJECT: SHORECLIFF ROAD, COMBINED PROJECTS (C -1328) RECOMMENDATIONS: August 23, 1971 Adopt a resolution awarding the contract to Bo -Mar Construction Company, a partnership of Cedar Glen, California for $37,235.00 (Alternate "A ") and authorizing the Mayor and the City Clerk to execute the contract. DISCUSSION: F -/ Seven bids were received and opened in the office of the City Clerk at 10:00 A.M. on August 3, 1971. Bidders - Alternate "A" Amount Bo -Mar Construction Company, Cedar Glen $37,235.00 Kordick and Sons, Inc., Baldwin Park $40,653.00 Dezarov Brothers Company, Los Alamitos $42,770.80 Lynam -Wood Construction, Inc., Corona del Mar $43,812.50 G. W. Shore Construction Company, Whittier $46,323.00 Urban Pacific Construction Company, Long Beach $48,416.50 Card Construction Company, Inc., Santa Ana $52,394.50 Bidders - Alternate "B" Amount Dezarov Brothers Company, Los Alamitos $48,090.80 Bo -Mar Construction Company, Cedar Glen $48,295.00 Kordick and Son, Inc., Baldwin Park $49,113.00 G. W. Shore Construction Company, Whittier $51.923.00 Lynam -Wood Construction, Inc., Corona del Mar $52,460.50 Urban Pacific Construction Company, Long Beach $59,506.50 Card Construction Company, Inc., Santa Ana $65,714.50 The low bid for Alternate "A" is approximately 16% more than the engineer's estimate of $32,150.00. The low bid for Alternate "B" is approximately 7% less than the engineer's estimate of $51,750.00. Funds for the project are available in Account No. 02- 5597 -231. /1Zv Alternate "A" provides for the relocation and enlargement of the existing storm drain and for the replacement of the existing sewer force main that serves a portion of Shorecliffs and Cameo Shores. Alternate "B" includes the above work as well as the construction of a new gravity sewer main that would intercept a portion of the existing sewage flows. Award of the contract on the basis of Alternate "A" is recommended because it is felt the cost of realigning the portion of the existing gravity sewer line contemplated under Alternate "B" is high as compared with the value received. If however, it is August 23, 1971 Page Two Subject: Shorecliff Road, Combined Projects (C -1328) decided to award on Alternate "B ", the appropriate action would be to adopt a resolution awarding the contract to Dezarov Brothers Company of Los Alamitos for $48,090.80 (Alternate "B "), and authorizing the Mayor and City Clerk to execute the contract. Deferral of award of the contract was approved by the City Council on August 9, 1971. This action allowed the Public Works Department adequate time to investigate the qualifications of the two firms submitting the low bids on both alternates, inasmuch as neither bidder had previously performed work for the city. The investigation disclosed that the low bidder of Alternate "A ", Bo -Mar Construction Company, is properly licensed, holding a Class A (General Engineering Contractor) license with the State of California; and the low bidder of Alternate "B" Dezarov Brothers Company, is also properly licensed for the project, holding a Class C -42 (Sewer and Storm Drain Contractor) license with the State of California, The investi- gation also revealed that both contracting firms are approximately 2 to 3 years old. Bo -Mar Construction Company has recently constructed four sewer and storm drain projects in the $120,000 to $150,000 range for the Cities of San Diego, San Bernardino, Riverside and Thousand Oaks. Dezarov Brothers Company has recently constructed eight sewer and storm drain projects in the $10,000 to $80,000 range for the cities of Pasadena, Wilmington, Long Beach, and the Los Angeles Department of Water and Power. Both contractors'qualifications appear adequate to justify award of the contract. The project is a carry -over from the original 1970 -71 budget, having been deleted at the mid -year budget adjustment. The plans were prepared by the city December 17, 1971. T"&Lr � it ph T. Devlin 1153N Public Works Director ELM /bg The estimated date of completion is v Z d s/;o . TO: CITY COUNCIL FROM: Public Works Department SUBJECT: SHORECLIFF ROAD, COMBINED PROJECTS, C -1328 RECOMMENDATION: August 5, 1971 Defer consideration of award of the contract to the Council Meeting of August 23, 1971. DISCUSSION: R -7 Seven bids were received and opened in the office of the City Clerk at 10:00 A.M. on August 3, 1971. Bidder - Alternate "A" Amount Bo -Mar Construction Co., Cedar Glen $37,235.00 Kordick and Son, Inc., Baldwin Park $40,653.00 Dezarov Brothers Company, Los Alamitos $42,770.80 Lynam -Wood Construction, Inc., Corona del Mar $43,812.50 G. W. Shore Construction Company, Whittier $46,323.00 Urban Pacific Construction Company, Long Beach $48,416.50 Card Construction Company, Inc., Santa Ana $52,394.50 Bidder - Alternate "B" Amount Dezarov Brothers Company, Los Alamitos $48,090.80 Bo -Mar Construction Company, Cedar Glen $48,295.00 Kordick and Son, Inc., Baldwin Park $49,113.00 G. W. Shore Construction Company, Whittier $51,923.00 Lynam -Wood Construction, Inc., Corona del Mar $52,460.50 Urban Pacific Construction Company, Long Beach $59,506.5p Card Construction Co., Inc., Santa Ana $65,714.50 The low bid for Alternate "A" is approximately 16% more than the engineer's estimate of $32,150.00. The low bid for Alternate "B" is approximately 7% less than the Engineer's estimate of $51,750.00. Funds for the project are available in Account No. 02- 5597 -231. a D Alternate "A" provides for the relocation and enlargement of the existing storm drain and for the replacement of the existing sewer force main that serves a portion of Shorecliffs and Cameo Shores. Alternate "B" includes the above work as well as con- struction of a new gravity sewer main which would intercept a portion of the existing sewage flows. The project is a carry -over from the original 1970 -71 budget, having been deleted at the mid -year budget adjustment. August 9, Page Two Subject: 1971 Shorecliff Road, Combined Projects, C -1328 The low bidder for Alternate "A ", Bo -Mar Construction Company of Cedar Glen, is not known to the Public Works Department, Because of the length of time needed to investi- gate the low bidder's qualifications, referral of consideration of award for 2 weeks is recommended. eph \Devlin tic ks Director „ 57/M-�/ 141971 TO: CITY COUNCIL FROM: Public Works Department SUBJECT; SHORECLIFF ROAD COMBINED PROJECT, C -1328 RECOMMENDATIONS,- 1. Approve the plans and specifications. 2. Authorize the City Clerk to advertise for .bids to be opened at 10:00 A.M. on August 3, 1971. DISCUSSION: July 12, 1971 -7 - 15 This project will provide for the relocation and enlargement of the existing storm drain; relocation of the existing gravity sewer main; and replacement of the existing sewer force main that serves a portion of Shorecliffs and Cameo Shores. The physical condition and present location of the existing facilities are maintenance problems for the city. The project is a carry over from the original 1970 -71 budget; having been deleted at the mid -year budget adjustment. The estimated cost of the work is $51,750.00. Funds are available in Account No, 02 -5597 -231. The plans were prepared by the city. The estimated date of completion is December 24, 1971. seph�T) Devlin blic Yorks Director ldg 'Z� 0 Public Works Department :,/Mayor and City Council Newport Beach, Colifc;mia Re: Sewer easement Lot 102 Tract %1116 Newport Beach, California Gentlemen: 187 Shore Cliff Road Corona del Mar, California March 10, 1971 This is to register my disappointment that the City is not proceeding with replacement of sewer line on the above lot. I feel this old line designed to carry a few houses twenty -Five years ago and now carrying the load of an entire subdivision poses a threat to my property. 1 trust you will give this matter a high priority in the near future. Thank you. c - Nettie L. Cressman NLC:hj yJ Uete 7�._ Mims SENT T0: 1Ln m -' peer Q �_j ti�Xcr C j] uuns lmene r fy it yJ Uete 7�._ Mims SENT T0: 1Ln m -' peer Q �_j ti�Xcr C j] uuns lmene 0 0 January 7, 1972 Bo -Mss Construction Company P. O. Box 433 Cedar Glen, CA 92321 Subject: Surety American Fidelity Fire Insurance Company Bonds No. 04- 206 - 779333 Project Shorecliff Road Combined Projects Contract No. 1328 The City Council on December 13, 1971 accepted the work of subject project and authorized the City Clerk to file a Notice of Completion and to release the bonds 35 days after Notice of Completion has been filed. Notice of Completion was filed with the Orange County Recorder on December 22, 1971 in Book No. 9936, Page 752. Please notify your surety company that bonds may be released 35 days after recording date. Laura Lagios City Clerk dg cc: Public Works Department PLEASE d..T!'PN TO: LAU: " '. C'"„ CITY CLERK REUURD114G An CITY C. b,- V,'PCRT BEACH ]REQUESTED BY 3300 NU0,;; C;.T BOULEVARD '4EWPO J BEACH, CALIF. 92660 18924' • NOTICE OF COMPLETION PUBLIC WORKS FREE~', C5 8"J. 9936 PAGET52 RECORDED IN OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA 9:05 A.M. I)EC 22 1971 J. WYLIE CARLYLE, County RUMW To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on November 5, 1971 the Public Works project consisting of Shorecliff Road Combined Projects (C -1328) on which Bo -Mar C was the contractor, and was the surety, was cor I, the undersigned, say: American e Insurance CITY OF NEWPORT BEACH 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 December 13, 1971 at Newport Beach, California. I, the undersigned, E_,. I am the City Clerk of the City of Newport Beach; the City Council of said City on December 13, 1971 accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on December 20, 1971 at Newport Beach, California. ✓.. �i .gyp fY: �r 2- =; _Cry I I 1' CITY OF NEWPORT BEACH CALIFORNIA Date: December 20, 1971 Mr. J. Wylie Carlyle County Recorder P. 0. Box 238 Santa Ana, California 92702 Dear Mr. Carlyle: City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 Attached for recordation is Notice of Completion of Public Works project consisting of Shorecliff Road Combined Projects Contract No. 1328 on which' Bo -Mar Construction Company was the Contractor and American Fidelity Fire insurance Co. was the surety. Please record and return to us. Very truly yours, Laura Lagios City Clerk City of Newport Beach LL: dg Encl. Date Sept' 23, 1971 11 TO: Public Works Department FROM: City Clerk SUBJECT: Contract No. 1328 Project ShotWUff liW CbwbiMd Projeaa Attached are 2 executed copies of subject contract for your files and for transmittal to the contractor. Contractor:. Bo-Hw CxwftuatiOn Owy Address: P. 0. Box 433, Color Glen, CA 92321 Amount: $ 37x235.00 . Effective Date: Beptober 21, 1071 Resolution No. 7514 adopted on 5 -23-71 LL:dg Att. cc: Finance Department ❑ 'September 15, 1971 TO: CITY CLERK FROM: Public Works Department SUBJECT: SHORECLIFF ROAD COMBINED PROJECTS, C -1328 Attached are four sets of the subject contract documents and the appropriate insurance certificates. Will you please execute on behalf of the city, retain your copy plus the insurance certifi- cates and return the remaining copies to our office. Ed McDonald Design Engineer ELM /bg Atts. This is to certify that the COMPANY designated above has Issued to the named insured the policy(s) enumerated below, subject to all of the terms of such policy(s). In the event of any material change in or cancellation of the policy(s), the COMPANY will make every effort to notify the certificate holder, but undertakes no responsibility of failure to do so. CERTIFICATE HOLDER AND ADDRESS City of Newport Beach City Hall 3300 W. 1%ewport Boulevard Newport Beach, California NAMED INSURED AND ADDRESS Bo -Mar Construction Compalar` P. O. Box 433 Cedar Glen, California 92321 If certificate holder is a loss payee with respect to the described auto, check here POLICY NUMBER ® ARGONAUT INSURANCE COMPANY LIMITS HOME OFFICE: MENLO PARK, CALIFORNIA CERTIFICATE ❑ ARGONAUT- SOUTHWEST INS tE COMPANY OF HOME OFFICE: BATON ROU LOUISIANA t INSURANCE ARGONAUT - NORTHWEST INSURANCE COMPANY _$ 000 each accident HOME OFFICE: BOISE, IDAHO This is to certify that the COMPANY designated above has Issued to the named insured the policy(s) enumerated below, subject to all of the terms of such policy(s). In the event of any material change in or cancellation of the policy(s), the COMPANY will make every effort to notify the certificate holder, but undertakes no responsibility of failure to do so. CERTIFICATE HOLDER AND ADDRESS City of Newport Beach City Hall 3300 W. 1%ewport Boulevard Newport Beach, California NAMED INSURED AND ADDRESS Bo -Mar Construction Compalar` P. O. Box 433 Cedar Glen, California 92321 If certificate holder is a loss payee with respect to the described auto, check here POLICY NUMBER KIND OF INSURANCE AND COVERAGES LIMITS EXPIRATION CC -20 -273– WORKMEN'S COMPENSATION Statutory 4/1/72 078166 EMPLOYER'S LIABILITY _$ 000 each accident BODILY INJURY LIABILITY $ ,000 each person — EXCEPT AUTOMOBILE $ , 000 each accident $ 000 each occurrence ' $ , 000 aggregate products PROPERTY DAMAGE LIABILITY $ , 000 each accident — EXCEPT AUTOMOBILE $ , 000 each occurrence $ , 000 aggregate operations - $ , 000 aggregate protective $ , 000 aggregate products $ 1000 aggregate contractual BODILY INJURY LIABILITY $ ,000 each person — AUTOMOBILE $ , 000 each accident _ $ , 000 each occurrence L .PROPERTY DAMAGE LIABILITY $ , 000 each accident — AUTOMOBILE ` $ , 000 each occurrence MEDICAL PAYMENTS — AUTOMOBILE. $ each person PHYSICAL DAMAGE — AUTOMOBILE — ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE $ COLLISION OR UPSET LESS $ deductible FIRE AND THEFT $ IF COMPREHENSIVE LIABILITY, CHECK HERE .– Description of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition. Shorecliff -Road - Combined Projects - Storm Drain, Gravity Sewer and Sewe'=e Main - Alternate "A" - Alternate "B" PRODUCER AND ADDRESS .Tipton & Company 3409 Temple Street Los Angeles, California 90026 DATED AT T.OwAsselles, Calif" ON September 3 , 19 -7-1— ARGONAUT INSURANCE COMPANY ARGONAUT - SOUTHWEST INSURANCE COMPANY ARGONAUT-NORTHWEST $WRANCE COMPANY Pre:ldr V Serrerm� i ;';w.ipe UND- e19 -RI 's CERTIFICATE OF INSURANCE This is to certify that the COMPANY designated above has issued to the named insured the policy(s) enumerated below, f subject to off the terms of Such. policy(s). In the event of any material change in or cancellation of the policy(s), the COMPANY will make every effort to notify the certificate holder, but undertakes no responsibility of failure to do so. CERTIFICATE HOLDER AND ADDRESS NAMED INSURED AND ADDRESS"a" City of Newport Beach Bo -Mar Construction Company City Hall P. O. Box 433 3300 W. tewport Boulevard 'Cedar Glen, California 92321 Newport Beach, California If certificate holder is a loss payee with respect to the described auto, check here POLICY NUMBER ® ARGONAUT INSURANCE COMPANY HOME OFFICE: MENLO PARK, CALIFORNIA LIMITS ARGONAUT - SOUTHWEST INSU E COMPANY CC -20 -273- HOME OFFICE: BATON ROUG OUISIANA statutory ❑ ARGONAUT - NORTHWEST INSURANCE COMPANY 078166 HOME OFFICE: BOISE, IDAHO This is to certify that the COMPANY designated above has issued to the named insured the policy(s) enumerated below, f subject to off the terms of Such. policy(s). In the event of any material change in or cancellation of the policy(s), the COMPANY will make every effort to notify the certificate holder, but undertakes no responsibility of failure to do so. CERTIFICATE HOLDER AND ADDRESS NAMED INSURED AND ADDRESS"a" City of Newport Beach Bo -Mar Construction Company City Hall P. O. Box 433 3300 W. tewport Boulevard 'Cedar Glen, California 92321 Newport Beach, California If certificate holder is a loss payee with respect to the described auto, check here POLICY NUMBER KIND OF INSURANCE AND COVERAGES LIMITS EXPIRATION CC -20 -273- WORKMEN'S COMPENSATION statutory 4/1/72 078166 EMPLOYER'S LIABILITY $ 000 each accident BODILY INJURY LIABILITY $ ,000 each person — EXCEPT AUTOMOBILE $ , 000 each accident $ , 000 each occurrence $ ', 000 aggregate products PROPERTY DAMAGE LIABILITY $ , 000 each accident — EXCEPT AUTOMOBILE $ , 000 each occurrence $ , 000 aggregate operations $ , 000 aggregate protective $ , 000 aggregate products $ , 000 aggregate contractual BODILY INJURY LIABILITY $ .000 each person — AUTOMOBILE * $ , 000 each accident $ , 000 each occurrence PROPERTY DAMAGE LIABILITY $ , 000 each accident AUTOMOBILE * $ , 000 each occurrence _— MEDICAL PAYMENTS — AUTOMOBILE $ each person PHYSICAL DAMAGE — AUTOMOBILE — ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE $ COLLISION OR UPSET LESS $ deductible FIRE AND THEFT $ IF COMPREHENSIVE LIABILITY, CHECK HERE _ scription of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition. Shorecliff -toad - Combined Projects - Storm Drain, Gravity Sewer and Sewer Force Main -' Alternate "A" - Alternate "B" PRODUCER AND ADDRESS .Tipton & Company 3409 Temple Street Los Angeles, California 90026 ARGONAUT INSURANCE COMPANY ARGONAUT-SOUTHWEST INSURANCE COMPANY ARGONAUT- NORTHWEST INSURANCE COMPANY Pi idant I-� DATED AT - Los_L g_4os An_ @1e9,..Calif, ...- ON _-Sep ber 3, 19 71 n senrfm) ' YNp- ble -NI Sbell & UpawthWO CERTIFICATE OF INSURANCE City of Newport Beach Public Works Department 3300 W. Newport Boulevard Newport Beach, California THIS IS TO CERTIFY as to the existence of insurance, as of the date of execution hereof, with Harbor Insurance Company, as described below: Name of Assured: Bo -Mar Construction Company Address of Assured P. O. Box 433, Cedar 'Glen, California 92321 Location of Risk: Shorecliff Road - Combined Projects - Storm: Drain, Gravity Sewer and Sewer Force Main - Alternate "A" - Alternate "B" Kind of Insurance: Comprehensive General - Automobile Liability Policy Policy No. 109996 Limits Kind of Insurance: Policy No. Limits: Bodily Injury period from 12/10/70 to 1Z/10/73 each person $ 250, 000, each accident $500,000. aggregate S 500, 000. Property Damage—each accident $ 250, 000, aggregate $ 500, 000, aggregate protective 500, 000, aggregate products 500,000. aggregate contractual 500,000. period from to Bodily Injury each person $ each accident $ aggregate $ Property Damage—each accident $ aggregate $ It is hereby understood and agreed that the policy to which this certificate refers may not be cancelled, materially changed,nor the policy allowed to lapse until ten (10) days after receipt by the City Clerk of the City of Newport Beach, City Hall, Newport Beach, California, of a regis- Kind of Insurance: tered written notice of such cancellation or reduction in coverage. Policy No. period from to It is agreed the City of Newport Beach is an additional insured but only as respects work Limits: performed for the City of Newport Beach by Bo -Mar Construction Company. Should the above mentioned Policy be cancelled, assigned or changed by the undersigned in such manner as to affect this Certificate, we will endeavor to give written notice to the above named holder of this Certificate; but failure to give such notice shall impose no obligation or liability of any kind upon the under- signed. Dated at Los Angeles, California this U 5454HS•CFS I0M(B -69) 9th day of September, 1971 SWETT & CRAWFORD BY L.v�k O W N E CALIF %NIA PRELIMINARYNOTICE IN ACCORDANCE WITH SECTION CALIFORNIA CODE OF CIVIL PROCEDURE AND SECTION 10. CALIFORNIA GOVERNMENT CODE (EFFECTIVE THROUGH DECEMBER 31, 1970) AND IN ACCORDANCE WITH SECTION 3097 AND 3098. CALIFORNIA CIVIL CODE (WHEN SUCH SECTIONS BECOME EFFECTIVE JANUARY 1, 1971.) THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED. THAT- OWNER or PUBLIC AGENCY Ror Reputed Owner (on public work) (on private work) C r City of Newport Beach 3300 West Newport Bled 0 Newport Beach, Calif.92660 p L Construction loan no. Y FOLD HERE F L- ORIGINAL CONTRACTOR or Reputed Contractor, if any 7 (if known) J .a ie 9r,!! 'aterial j (general ¢scription of the labor, services, equipment or material furnished or to be furnished) for the building, structure or other work of improvement Shorecliff Road & Horning located at: Cenvon Road. (address or description of job site sum ,len I The name of the person or firm who contracted for the pur- chase of such labor, services, equipment or material is: Bomar Const""10tion (name and address of person or firm) P-0 BOY 1631 An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: .r (Dollar�a*36*1n&t be furnished to construction lender - optimal as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. Gated: (signature)- PABT1..SON 1740" Telephone Number( 14000 )fIkESTONE BOULEVARD SANTA FE SPRING— 5 lU 773- 5282 921-1444..;e This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION -(213) 382 -7151 CONSTRUCTION LENDER or Reputed Construction Lender, if any. If (name o person or rm urnishing labor, services, egoip- 111000 FilMatwile Blvd e mart or material) .. Santa ira R� ;7sfR_CA�if_4n670 y (address of person or firm furniahirg la or, services, equip - _J mart or mat«kU has furnished or will furnish labor, services, equipment or FOLD HERE materials of the following general description: OWNER or PUBLIC AGENCY Ror Reputed Owner (on public work) (on private work) C r City of Newport Beach 3300 West Newport Bled 0 Newport Beach, Calif.92660 p L Construction loan no. Y FOLD HERE F L- ORIGINAL CONTRACTOR or Reputed Contractor, if any 7 (if known) J .a ie 9r,!! 'aterial j (general ¢scription of the labor, services, equipment or material furnished or to be furnished) for the building, structure or other work of improvement Shorecliff Road & Horning located at: Cenvon Road. (address or description of job site sum ,len I The name of the person or firm who contracted for the pur- chase of such labor, services, equipment or material is: Bomar Const""10tion (name and address of person or firm) P-0 BOY 1631 An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: .r (Dollar�a*36*1n&t be furnished to construction lender - optimal as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. Gated: (signature)- PABT1..SON 1740" Telephone Number( 14000 )fIkESTONE BOULEVARD SANTA FE SPRING— 5 lU 773- 5282 921-1444..;e This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION -(213) 382 -7151 -:- CONTRACT NO. 1328 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR SHORECLIFF ROAD - COMBINED PROJECTS Storm Drain, Gravity Sewer, and Sewer Force Main Alternate "A" - Alternate "B" APPROVED BY THE CITY COUNCIL ON THIS 12TH DAY OF JULY 1971 Laura Lagios, City Clerk SUBMITTED BY: Bo -Mar Construction Company Contractor Post Office Box 433 Ad ress -1 r Glen, California F 323 City Zip ode ('114) 33? -3 o 7 Z �� ._ m CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT E SHORECLIFF ROAD - COMBINED PROJECTS Storm Drain, Gravity Sewer, and Sewer Force Main (Alternate "A" (Items 1 -17) - Alternate "B" (Items 1 -21)) CONTRACT NO. 1328 PROPOSAL To the Honorable City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Gentlemen: PR 1 of 4 The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. 1328 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices 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. 115 Tons Construct 6 -inch thick asphalt concrete pavement @ Fifteen Dollars and no /�1�p�0 Cents $ IS On $ 1,72;_nn Per %n 2. 40 Linear Feet Construct 6 -inch modified Type "A" P.C.C. curb and gutter @ FiVA Dollars and Cents $,5 nn_ $ 200.00 POPPYinear Foot 3. 341 Construct 6 -inch Type "B" and modified Linear Feet Type "B" curb @ Four Dollars and Cents $ _, 4.00 $ 1,364.00 er inear Foot 4. 685 Construct 4 -inch thick P.C.C. Square Feet Sidewalk @ One Dollars and W100 Cents $ 1.o0 $ 6R6_n0 er near Foot @ One Dollars and no /100 Cents $ 1,00 $ 250.00 Per Square Foot 8. 630 Construct 6 -foot wide P.C.C. Square Feet Cross Gutter @lpro Dollars and er Cents $ 0 70 $ 447.00 qua re o0 91 205 Construct 18" Asbestos Cement Concrete Linear Feet Storm Drain (Class II) including connectors complete in place @ Forty Dollars and no 10/ 0 _ Cents $ 40.00 $.8.20 0.00 er1�Ti nearFoo 10. 36 Construct 18" Asbestos Cement Concrete Linear Feet Storm Drain (Class III) including connectors complete in place @ Fifty Dollars and 01100 Cents $ 50.00 $ 1.800.00 er inear oot 11. Lump Sum Construct Combination Storm Drain Inlet complete in place @ Nine Hundred Dollars and no /100 Cents $ 900.00 $ 900.00 umn Sum • PR2of4 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 5. Lump Sum Remove and replace brick walks, patios, miscellaneous fences, gates, sprinkler systems, and landscaping. @ One Thousand Dollars and no /100 Cents $ 7_nn� n nn $ 1_n� nn on ump Sum 6. Lump Sum Construct P.C.C. Stairway @ One Thousand Dollars and no /100 Cents $ 1.000.00 $ i mn_nn ump Sum 7. 250 Construct 6 -inch thick P.C.C. Square Feet driveway approach @ One Dollars and no /100 Cents $ 1,00 $ 250.00 Per Square Foot 8. 630 Construct 6 -foot wide P.C.C. Square Feet Cross Gutter @lpro Dollars and er Cents $ 0 70 $ 447.00 qua re o0 91 205 Construct 18" Asbestos Cement Concrete Linear Feet Storm Drain (Class II) including connectors complete in place @ Forty Dollars and no 10/ 0 _ Cents $ 40.00 $.8.20 0.00 er1�Ti nearFoo 10. 36 Construct 18" Asbestos Cement Concrete Linear Feet Storm Drain (Class III) including connectors complete in place @ Fifty Dollars and 01100 Cents $ 50.00 $ 1.800.00 er inear oot 11. Lump Sum Construct Combination Storm Drain Inlet complete in place @ Nine Hundred Dollars and no /100 Cents $ 900.00 $ 900.00 umn Sum • • PR 3 of 4 M DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 12. Lump Sum Abandon existing storm drain and junction box @ Two Hundred Dollars and No /100 . Cents $ 200.00 $ 200.00 L mp Sum 13. Lump Sum Construct P.C.C. and rip -rap outlet structure @ Nine Hundred Dollars and [[��ppn Cents $ 9nn_no $ goo -on ump um 14. 2 Construct 4" P.V.C. Area Drains Each @ Twenty. Five Dol l ars and No /100 Cents $ 25.00 $ 50.00 ear ac 15, 891 Construct 4" P.V.C. Sewer Force Linear Feet Main (including appurtenances) complete in place @ Twenty. Dollars and Nol100. Cents $ 20.00. $ 17,820.00 er inear Foot 16, 1 Construct reinforced standard precast Each M.H. No. II (sewer force main) at knuckle in Shorecliff Road @ Six Hundred Dollars and >S er eac No /100 _ Cents $ 600.00 $ 600.00. 17. 1 Construct standard survey monument Each @ One Hundred Dollars and No /100.. Cents $ 100.00 $ 100.00 Pet each ALTERNATE "A" TOTAL PRICE (ITEMS NO. 1 THROUGH 17) WRITTEN IN WORDS: Th�Seven Thrnucand Two Rmdred Thirty Five Dollars and N01100 Cents $ 37,235.00 . CITY OF NEWPORT BEACH, CALIFORNIA Page 1 NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California. until 10:00 A.M. on the 3rd day of August 1971 , at which time they w —UT-6e opened and read, o�rTorming wor as o ows: — SNORECLIFF ROAD - COMBINED PROJECTS CONTRACT NO.1328 Bids must be submitted on the proposal form attached with the contract documents furnished by the Public Works Department. The additional copy of the proposal form is to be retained by the bidder for his records. Each bid must be accompanied by cash. certified check or Bidder's Bond. made payable to the City of Newport Beach, for an amount equal to at least 10 percent of the amount bid. The title of the project and the words "SEALED BID" shall be clearly marked on the outside of the envelope containing the bid. The contract documents that must be completed, executed, and returned in the sealed bid are: A. Proposal B. Designation of Subcontractors C. Bidder "s Bond D. Non - collusion Affidavit E. Statement of Financial Responsibility F. Technical Ability and Experience References These documents shall be affixed with the signature and titles of the persons signing on behalf of the bidder. For corporations, the signatures of the President or 'Vice President and Secretary or Assistant Secretary are required and the�te Se T s -aTi be affixed to all documents requiring signatures. In the case of a Partnership, the signature of at least one general partner is required. No bids will be accepted from a contractor who has not been licensed in accorda :.e with the provisions of Chapter 9, Division III of the Business and Professions` Code. The contractor shall state his license number and classification in the proposal. Plans and Contract Documents, including Special Provisions, may be obtained at the Public Works Department, City Hall, Newport Beach, California, at no cost to licensed contractors. A non - refundable charge of $2.00 will be required for each set of Mans and Contract Documents issued to others. It is requested that the Plans and Contract Documents be returned within 2 weeks after the bid opening. The City has adopted the Standard Specifications for Public Works Construction (1970 Edition and Supplements) as prepared by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Avenue., Los Angeles, California 90034, (213) 870 -9871. The City has adopted Standard Special Provisions and Standard Drawings. Copies of these are available at the Public Works Department at a cost of $2.00 per set. i City of Newport Beach, California Notice Inviting Bids • Page la In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California Labor Code (Sections 1770 et seq.), the City Council of the City of Newport Beach has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in Resolution No. 6982, adopted May 12, 1969. A copy of said resolution is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). Revised 9 -15 -70 • • Page 2 All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this Proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the works shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals.' The estimated quantities of work indicated in this Proposal are approximate only, being given solely as a basis for comparison of bids. The undersigned has checked carefully all of the above figures and understands that the City will not be responsible for any errors or omissions on the part of the under- signed in making up this bid. The undersigned agrees that in case of default in executing the required contract with necessary bonds within ten (10) days, not including Saturday, Sunday and Federal Holidays, after having received notice that the contract is ready for signature, the proceeds of check or bond accompanying this bid shall become the property of the City of Newport Beach. Licensed in accordance with the Statutes of the State of California providing for the registration of Contractors, License No. 269169 Classification A Accompanying this proposal is BOND Cash, Certified Check, Cashiers Check or Bond in an amount not less than 10 percent of the total bid price. The undersigned is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake self- insurance in accordance with the provisions of that code, and agrees to. comply with such provisions before commencing the performance of the work of this contract. 714- 337 272 Phone Number "gust 3. 1971 Date BO -MAR CONSTRUCTION COMPANY Bidder's Name (SEAL) /s/ Raymond E. Bluff uthorized Signature s uthor ze ignature Partnership Type of Organization (Individual, Corporation, or Co- Partnership) List below names of President, Secretary, Treasurer and Manager if a corporation., and names of all co- partners if a co- partnership: .. Page 3 DESIGNATION OF SUB - CONTRACTORS The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the sub - contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these sub - contractors except upon the prior approval of the Engineer. Item of Work 1. None 2.. 3 4 6. 7. 8. 9. 10. 11. 12.. Sub - contractor Address :1 11 I lu':M .N - /s/ Raymond E. Bluff Author ized Signature Partnershi Type of rgan zat on (Individual, Co- partnership or Corp) Post Office Box 433 Cedar Glen, California 92321 Address ORIGINAL• FILE WITH CITY CLERK • Page 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, BO -MAR CONSTRUCTION COMPANY of Cedar Glen. California , as Principal, and AMERICAN FIDELITY FIRE INSURANCE COMPANY of New York , as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Ten Percent of Bid Not to Exceed $5,100.00 Dollars ($ $5,100.00, ), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden principal for the construction of (Alternate "A ") rl UP DnAn - rnMRTNrn DDn.irrTC (C +nr n,.ain r„avi +v ra,a" and Carn,. rn,.re in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden principal shall duly enter into and execute a contract for such construc- tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting Bids" within ten (10) days (not including Saturday, Sunday and Federal Holidays) from the date of the mailing of a notice to the above bounden principal by and from said City of Newport Beach that said contract is ready for execution, then this obligation shall become null and void; otherwise it be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 3rd day of August 19 71. Corporate Seal (If Corporation) (Attach acknowled ement of Attorney -in -Fact NOTARY PUBLIC: /s/ Allyne R. Samuel By: /s/ Raymond E.Bluff Commission Expires April 14. 1975 AMERICAN_ FIDELITY FIRE INSURANCE COMPANY Surety By Carlton Mann Title Attorney -in -Fact Page s NON- COLLUSION AFFIDAVIT The bidders, by its officers and agents or representatives present at the time of filing this bid, being duly sworn on their oaths say, that neither they nor any of them, have in any way, directly or indirectly, entered into any arrangement or agreement with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants or either of them has not directly or indirectly, entered into any arrange- ment or agreement with any other bidder or bidders, which tends to or does lessen or destroy free competition in the letting of the contract sought for by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the Bylaws, Rules or Regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or material - man which is not processed through said bid depository, or which prevent any subcontractor or materialman from bidding to any contractor who does not use the facilities of or accept bids from or through such bid depository; that no induce- ment or any form or character other than that which appears upon the face of the bid will be suggested, offered, paid, or delivered to any person whomsoever to influence the acceptance of the said bid or awarding of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomesoever to pay, deliver to, or share with any other person in any way or manner, any of the proceeds of the contracts sought by this bid. BO -MAR CONSTRUCTION COMPANY 151 Larry Johnson Subscribed and sworn to before me by this 3rd day of August 19u_. My commission expires: August 23 1971 Marie V. Schultz otary N Public ORIGINA' ON FILE WITH.CITY CLERK • Page b STATEMENT Of FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. (ON FILE WITH CITY CLERK) 0 0 Page 7 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. 1971 City of San Dipgn npl Phil3ip4z. Water Utilities -(714) 236 -5555 1971 City of Riverside Mac Copeland, Inspection Div. (714) 787 -7346 1971 City of San Bernardino Bill Plummer. Inspection Div. (714) 889 -9836 or Ton Barnett BOND NUMBER 04- 206 -71#33 Page 8 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California by motion adopted August 23, 1971 has awarded to Bo -Mar Construction Companir hereinafter designated as the "Principal ", a contract for Alternate "A" SHORECLIFF ROAD - COMB-INED PROJECTS (Storm Drain, Gravity Sewer. and Sewer Force Main) 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. WHEREAS, said Principal has executed or is about to execute said contract and the terms thereof require the furnishing of a.bond,with said contract, providing that if said Principal or any of his or its subcontractors, shall fail to pay for any materials, provisions, provender, or other supplies or teams used in, upon, for, or about the per- formance 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 Bo -Mar Construction Company as Principal, hereinafter designated as the Contractor and American Fidelity Fire Insurance Company as Surety, are held firmly bound unto the City of Newport Beach, in the sum of Eighteen Thousand Six Hundred Seventeen - - - - -- 50/100 - -- Dollars ($16.617.50 ) said sum being one -half of the estimated amount payable by the City of Newport Beach under the terms of the contract, for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents; THE CONDITION OF THIS OBLIGATION.IS SUCH, that if the person or his subcontractors, fail to pay for any materials, provisions, provender, or other supplies or teams, used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind or for amounts due.under the Unemployment Insurance Code with respect to such work or labor, that the Surety or Sureties will pay for the same, in an amount not exceeding the sum 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 4204 of the Government Code of the State of California. _ .. � it -:�..a .,........ •..+..c�',Z.:.:s..L �s�.tiv'�3 &. __..ti >`i'k`e' a �L�Ci`. � .`� 1: E. ..��. `r • Page 9 (Labor and Material Bond - Continued) This bond shall inure to the benefit of any and all persons, companies, and corporation entitled to file claims under Section 1192.1 of the Code of Civil Procedure so as to give aright of action to them or their assigns in any suit brought upon this bond, as required by the Provisions of Section 4205 of the Government Code of the State of California. And the said Surety, for value extension of time, alterations to be performed thereunder or affect its obligations on this extension of time, alterations work or to the specifications, received, hereby stipulates and agrees that no change, or additions to the terms of the contract or to the work the specifications accompanying the same shall in any wise bond, and it does hereby waive notice of any such change, or additions to the terms of the contractor or to the 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 9th day of September , 19 71 1) (Seal) ontractor (Seal) L� (Seal) Carlton Mann - Attorney -in -Fart (Seal)`_ Approved as to form: a —attorney This bond was approved by the City Council of the City of Newport Beach by motion on Attest: ae City Clerk l STATE OF CALIFORNIA, ) ) as. County of LOS ANGELES ) On this 9th day of September is the year 19 71 , before me, ALLYNE R. SAMUEL, a Notary Public in and for the County and State aforesaid, personally appeared Carlton Mann )mown to me to be the person whose name is subscribed to the within instrument and known to me to be the Attorney An -Fact of AMERICAN FIDELITY FIRE INSURANCE COMPANY, and acknowledged to me that he subscribed the name of the said Company thereto as surety,,and his own name as Attorney -in -Fact. OFFICIAL SEAL ALLYNE R. SAMUEL NOTARY PUBLIC - CALIFORNIA PRINCIPAL OFFICE IN LOS ANCCI.I.S COUNTY My CommissieR Expires April 14, 1975 . BOND NUMBER 04- 206 - 779333 . Page 10 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted August 23, 1971 as awarded to Bo -Mar Construction Company hereinafter designated as the "Principal ", a contract for Alternate "A" SHORECLIFF ROAD - COMBINED PROJECTS (STORM DRAIN. GRAVITY SEWER, AND SEWER FORCE MAIN) in the City of Newport Beach, in strict conformity with the drawings and specifications and other contract documents now on file in the office of the City Clerk of the City of Newport Beach. WHEREAS, said Principal has executed or is about to execute said contract and the terms whereof require the furnishing of a bond for the faithful performance of said contract; NOW, THEREFORE, We, Bo -Mar Construction Company as Principal, hereinafter designated as the "Contractor ", and American Fidelity Fire Insurance Company As Surety, are held and firmly bound unto the City of Newport Beach, in the sum of Thirty Seven Thousand Two Hundred Thirty Five - - -- -Dollars ($37,235.00 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, conditions, 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. 0 6 Page 11 (Performance Bond - Continued) And said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or to the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alteration or addition 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 instV%ument has been duly executed by the Principal and Surety above named, on the 9th day of Approved as to form: moo. ity ttorney a I (Seal) Contractor American _(Seal) —L� Jz ZILf. (Seal) (Seal) CarltnYUM STATE OF CALIFORNIA, ) ) es. County of LOS ANGELES ) On this Qtil day of September in the year 19 �� , before me, ALLYNE, R. SAMUEL, a Notary Public in and for the County and State aforesaid, personally appeared Earl tnn Mann known to me to be the person whose name is subscribed to the within instrument and known to me to be the Attorney -in -Fact of AMERICAN FIDELITY FIRE INSURANCE COMPANY, and acknowledged to me that he subscribed the name of the said Company thereto as surety, and his own name t\ as Attorney- in-Fact. - 'Win OFFICIAL SEAL ALLYNE R. SAMUEL NOTARY PUBLIC - CALIFORNIA PRINCIPAL OFFICE IN LOS ANGELES COUNTY My Commission Expires April 14, 1975 Page 12 CONTRACT THIS AGREEMENT, made and entered into this ;L/fir day of S'EJVrEoWfa4F/t. 19_L, by and between the CITY OF NEWPORT BEACH, California, hereinafter designated as the City, party of the first part, and BO -MAR CONSTRUCTION COMPANY hereinafter designated as the Contractor, party of the second part. WITNESSETH: That the parties hereto do mutually agree as follows: 1. For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the City, the Contractor agrees with the City to furnish all materials and labor for the construction of ALTERNATE "A" SHORFCITFF ROAn - COMRINFn PROJECTS_ (S-orm'nrain, Gravity ;Pwpr. and $PWpr Force Main)_ and to perform and complete in a good and workmanlike manner all the work pertaining thereto shown on the Plans and Specifications therefor; to furnish at his own proper cost and expense all tools, equipment, labor, and materials necessary therefor, (Except such materials, if any, as in the said Specifications are stipulated to be furnished by the City), and to do everything required by this Agreement and the said Plans and Specifications. 2. For furnishing all said materials and labor, tools and equipment, and doing all the work contemplated and embraced in this Agreement, also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecu- tion of the work until its acceptance by the City, and for all risks of every description connected with the work; also, for all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as in said Specifications are expressly stipulated tube borne by the City; and for well and faithfully completing the work and the whole thereof, in the manner shown and described in the said Plans and Specifications, the City will pay and the Contractor shall receive.in full compensation therefore the lump sum price, or if the bid is on the unit price basis, the total price for the several items furnished pursuant to the Specifications, named in the bidding sheet of the Proposal, as the case may be, 3. The City hereby promises and agrees with the said Contractor to employ, and does hereby employ the said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to for the price aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon" the conditions set forth in the Specifications; and the said parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained. 4. The Notice to Bidders, Instructions to Bidders, Contractor's Proposal, and the Plans and Specifications, and all amendments thereof, when approved by the parties hereto, or when required by the City in accordance with the provisions of the Plans and Specifications, are hereby incorporated in and made part of this Agreement. Page 13 5. Pursuant to the Labor Code of the State of California, the City Council has ascertained the general prevailing rates of per diem wages for each craft or type of workman needed to execute the contract and a schedule containing such information is included in the Notice Inviting Bids and is incorporated by reference herein. 6. The Contractor shall assume the defense of and indemnify and save harmless the City, the Director of Public Works, and their officers and employees, from all claims, loss, damage, injury, and liability of every kind, nature, and description, directly or indirectly arising from the performance of the contract or work, regardless of responsi- bility for negligence; and from any and all claims, loss, damage, injury, and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the contract, regardless of responsibility for negligence. IN WITNESS WHEREOF, the Parties hereto have caused this contract to be executed the day and year first above written. ATTEST: Approved as to form: 0 ,ty Attorney CITY OF NEWPORT BEACH* CA6VORNIA By: mayor Contractor (SEAL) By./J lit le By: i Ti t e • INDEX TO SPECIAL PROVISIONS FOR SHORECLIFF ROAD - COMBINED PROJECTS Storm Drain, Gravity Sewer, and Sewer Force Main CONTRACT NO. 1328 Page No. I SCOPE OF WORK 1 II COMPLETION AND SCHEDULE OF WORK 1 III AWARD OF CONTRACT 1 IV PAYMENT 1 V CONSTRUCTION SURVEY STAKING 2 VI SHUTDOWNS AND BYPASSING SEWAGE FLOWS 2 VII TRAFFIC CONTROL AND ORDER OF WORK 2 VIII NOTICE TO RESIDENCES 2 IX RESTORATION OF EXISTING IMPROVEMENTS 3 X EXISTING UTILITIES 3 XI WATER 3 XII SUBSURFACE INVESTIGATION 3 XIII STORAGE AREA 3 XIV EASEMENTS 3 XV CONSTRUCTION DETAILS 4 1. Pavement and Walkway Removal, Excavation and Subgrade Preparation 4 2. Tree Protection 4 3. Pipe Construction and Related Structures 4 A. General 4 B. Storm Drain and Appurtenances 5 C. Gravity Sewer Main and Appurtenances 5 D. Sewer Force Mains and Appurtenances 5 4. Portland Cement Concrete Improvements 5 A. General 5 B. Portland Cement Concrete Walkway (303 -1.2) and Stairway 6 5. Asphalt Concrete Construction 6 6. Protection of Existing Property Line Monuments 7 7. Survey Monuments 7 • CITY OF NEWPORT BEACH • SP 1 of 7 PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR SHORECLIFF ROAD - COMBINED PROJECTS CONTRACT NO. 1328 I. SCOPE OF WORK The work to be done under this contract consists of constructing the following improvements: A. Storm drain, gravity sewer main, and sewer force main improvements (including their appurtenances) in Shorecliff Road and in easement. B. Street improvements in Shorecliff Road; a walkway and steps; and fence improvements in a storm drain and sewer easement. This contract requires completion of all work in accordance with these Special Provisions, the city's Standard Specifications (Standard Specifications for Public Works Construction ", 1970 Edition), the Plans (Drawing Numbers D- 5060 -S and S- 5041 -S), and the city's Standard Drawings and Standard Special Provisions, and applicable portions of the State of California Standard Specifications, 1971 Edition. The city's Standard Specifications are available at Building News, Inc., 3055 Overland Avenue, Los Angeles, California 90034. The city's Standard Drawings and Standard Special Provisions may be obtained at the Public Works Department for a fee of $2.00. II. COMPLETION AND SCHEDULE OF WORK The contractor will not be permitted to start work prior to September 13, 1971 and all work must be completed prior to December 17, 1971. The contractor shall submit to the engineer a written schedule of work prior to commencing work on this project as specified in Section 6 -1 of the Standard Specifications. III. AWARD OF CONTRACT Bidders should submit bids for both Alternate "A" and Alternate "B ", award of the contract will be made on either Alternate "A" or Alternate "B ". The city reserves the right to award the contract on the basis of either Alternate "A" or Alternate "B" IV. PAYMENT Payment for all incidental items of work, not separately provided for in this pro- posal shall be included in the price bid for the various items of work and no additional compensation will be made. V. CONSTRUCTION SURVEY STAKING • SP2of7 Field surveys for the control of construction shall be the responsibility of the contractor. All such surveys including construction staking shall be under the supervision of a California Licensed Surveyor or Civil Engineer. Staking shall be performed on all items ordinarily staked at intervals normally accepted by the city and trades involved. Payment for construction survey staking shall be included in the price bid for the various items of work and no additional compensation will be made. VI. SHUTDOWNS AND BYPASSING SEWAGE FLOWS The existing 4 -inch cast iron force main and the existing 6 -inch V.C.P. gravity sewer main shall be kept in service at all times except for temporary shutdowns required for detouring sewer flows and making final connections. Such shutdowns must be coordinated with the city's Utilities Superintendent, Mr. Tom P I iT ps, at 714) 673 -2110, Extension 267. It is anticipated that the maximum allowable shutdown perior for the 4 -inch force main may be as follows: 1�, hours from 5:00 A.M. to 10:00 P.M. and up to 4 hours from 10:00 P.M. to 5:00 A.M. Detouring of sewer flows will be performed by the contractor. Exact time and length of shutdowns and detouring of sewage flows must be confirmed a minimum of 24 hours prior to the time required. VII. TRAFFIC CONTROL AND ORDER OF WORK The contractor shall provide,traffic control in compliance with Section 7 -10 of the Standard Specifications, except as noted below. The contractor shall submit a written plan for traffic control to the engineer for his approval concurrently with the written construction schedule as specified in Section II of these Special Provisions. Restricted garage access to 183, 187, and 186 Shorecliff Road shall be kept to a minimum. The contractor shall arrange construction through the walkway area, in easement, so that pedestrian access over the area to the beach will be possible on all Saturdays and Sundays. VIII. NOTICE TO RESIDENCES The city will mail a preliminary notice to all, residences to be affected by this work. Between 40 and 55 hours prior to closing the street to vehicular traffic; the contractor must with utmost care distribute to each and every residence affected by the closure a notice prepared by the city, which states when the work will begin and approximately when the street will be restored to normal passenger vehicle use. Errors in distribution, false starts, acts of God, or other alterations of the schedule will require renotification using an explanatory letter prepared by the city and distributed by the contractor. SP3of7 IX. RESTORATION OF EXISTING IMPROVEMENTS Restoration of existing improvements shall conform to Section 7 -9 of the Standard Specifications. In addition the contractor shall be responsible for replacing all landscaping and sprinkler systems damaged or removed on private property or in the street parkway during construction. The plant species and materials used for replacement shall be the same or an approved equal to those damaged or removed. The cost of protecting and restoring landscaping and fences, including relocation and reconstruction of underground sprinkler systems shall be included in the price bid for the various items of work and no separate or additional compensation will be made. EXISTING UTILITIES Utilities shall of the Standard temporary water XI. WATER XII XIII. XIV be investigated, protected or relocated in accordance with Section Specifications. The contractor shall be responsible for providing and sewer service to properties adjacent to the work. The contractor shall make his own provisions for obtaining and applying water necessary to perform his work. If the contractor desires to use available city water, it shall be his responsibility to make arrangements for water purchases by contacting the city's Utility Superintendent, Mr. Tom Phillips, at (714) 673 -2110, Extension 267. SUBSURFACE INVESTIGATION The log of test borings data is included in the Plans for the contractors' informa- tion only. The city does not guarantee soil moistures, strata, or classifications at other locations or depths not investigated within the work area. A copy of the subsurface investigation report is available for review at the Public Works Department. The contractor may wish to perform subsurface soil investigations prior to sub- mitting a bid or performing the work. STORAGE YARD A storage yard, located at the corner of Dahlia and 5th Avenues in Corona del Mar, is available for the contractor's use after September 10, 1971. The contractor shall maintain the yard in a neat and orderly manner. Upon completion of the work, the contractor shall clean and return the yard to its original condition including repairs to the pavement as required by the engineer. EASEMENTS Easements for the specific improvements of this contract have been provided by the city (Section 2 -8 of the Standard Specifications). Temporary right of entry for facilitation of construction has also been obtained from the adjacent property owners. * • • SP4of7 In order to gain access to easement areas, the contractor may obtain a key at the Public Works Department. The city shall be held harmless from any claims for damages on private property resulting from the contractor's operations and as specified in Section 2 -8 of the Standard Specifications. XV. CONSTRUCTION DETAILS Pavement and Walkway Removal, Excavation and Subgrade Preparation Existing Portland Cement concrete or asphalt concrete improvements to be removed shall be sawcut along property lines, join lines, or at locations beyond property lines as shown on the Plans, or as directed by the engineer. Final removal at the sawcut lines may be accomplished by the use of jackhammers or sledge hammers. It is emphasized that edges created by other means or final removal accomplished by other means will not be acceptable, and hard blow pavement breakers such as stampers will not be permitted on the job. The cost of pavement and walkway removal, excavation, subgrade preparation, cut and fill, slope grading, and all miscellaneous earthwork shall be considered as included in the price bid for the various items of work and no additional compensation will be made. The contractor shall prepare the subgrade by.scarifying, cultivating, watering or drying and compacting the roadbed to a depth of 6 inches in conformance with Subsection 301 -1.2 of the Standard Specifications. Relative compaction of the subgrade shall conform to Section 301 -1.3 of the Standard Specifications. Existing trees and shrubbery shall be removed or protected per Subsection 300 -1.3 of the Standard Specifications, paragraph 5 of such section not applying. Pipe Construction and Related Structures A. General In lieu of open trenching, all or any portion of the pipeline work may be tunneled or jacked at the contractor's option as provided in Section 306 -1.1 of the Standard Specifications. Jacking or tunneling operations shall conform to Subsections 306 -2.4 through 306 -2.5.8 of the Standard Specifi- cations, except that the cost of jacking or tunneling shall be included in the price bid for the various items of work and no additional compen- sation will be made. Storm drain bedding and backfill shall be placed to the street or walkway subgrade line as shown on the Plans. The sand bedding material under the pipe shall have a minimum sand equivalent value of 40. A Portland Cement and sand slurry mixture .shall be used as a bedding material around all storm drain pipe within the street area to one foot over the top of pipe as shown on the Plans. Each cubic yard of the cement - sand slurry mixture shall be composed of one 94 -pound sack of Portland Cement and an aggregate consisting of rock dust and plaster sand or sands of a similar nature per cubic yard. The mixture design and water content shall be such as to aid backfill consolidation around the pipe to avoid saturation of surrounding soils, and to prevent any future settlement. Special care shall be taken to insure that all voids are completely filled with the slurry mixture. w 4 • • SP5of7 Backfill material in all pipe trenches and around associated structures shall be placed and compacted in accordance with Section 306 of the Standard Specifications, except that water densified backfill including jetting as specified in Subsection 306 -1.8.2 will not be permitted. All native materials excavated from the storm drain, gravity sewer, and sewer force main trenches and associated structures not utilized as backfill will become the property of the contractor and shall be hauled and disposed of away from the job site as it is excavated. Existing storm drains, gravity sewers, and sewer force mains to be abandoned in place shall be filled with sand and the ends concrete or brick and mortar plugged in accordance with Subsection 306 -3.1 of the Standard Specifications. B. Storm Drain and Appurtenances The contractor shall provide for continuous flow of storm and nuisance water during the progress of the work by constructing temporary berms, channels, sandbag dikes, etc to avoid damage to adjacent properties. All storm drain pipe and fittings shall be Johns - Manville "Transite" pipe (Class II in the walkway area,.Class III in the street) or an approved equal. Couplings used in joining sections of Transite pipe shall be "Transite Ring Tite" couplings as manufactured by Johns - Manville or an approved equal. C. Gravity Sewer Main and Appurtenances The contractor shall provide for a continuous flow of sanitary sewage throughout the course of construction. The 6 -inch diameter sewer main shall be constructed of Johns - Manville "Ring Tite Polyvinyl Chloride Gravity Sewer Pipe" or an approved equal. D. Sewer Force Mains and Appurtenances The contractor shall provide for the continuous flow of sanitary sewage from the Cameo Shores Pump Station to the terminal manhole in Shorecliff Road as specified in Section IV of these Special Provisions. The 4 -inch Polyvinyl Chloride pipe sewer force mains shall be Johns - Manville, Class 150, "Ring -Tite PVC" water pipe or an approved equal. All fittings for the PVC force mains shall be "Tif -Tec cast iron fittings for PVC Pipe" or an approved equal. Portland Cement Concrete Improvements A. General Portland Cement concrete furnished for all structures, curb, gutter, cross gutters, sidewalk, stairways, and their appurtenances shall be 6.0 -B -3000. ar • SP6of7 The contractor will be allowed to use concrete pumping methods to facilitate concrete placement, providing the strength requirements are adhered to. B. Portland Cement Concrete Walkway and Stairway Weakened plane and expansion joints shall be constructed in conformance with the City of Newport Beach Drawing No. Std - 103 -L. All walkway and stairway exposed surfaces shall be finished with medium brooming. 5. Asphalt Concrete Construction Asphaltic concrete furnished shall be placed in two lifts consisting of one 4 -inch thick base left utilizing Type III -B2 -85 -100 asphaltic concrete, and one 2 -inch thick surface lift utilizing Type III -C3 -85 -100 asphaltic concrete in conformance with Section 400 -4 of the Standard Specifications. Tack coat will be required, but prime coating of the subgrade may be omitted. The contractor shall provide the types of rolling equipment as required in Sections 39 -5.02 of the State Standard Specifications. Spreading and compacting shall be in conformance with Section 39 -6 of the State Standard Specifications or as directed by the engineer, except that motor graders . will not be allowed for spreading. Special attention is directed to the con- struction of longitudinal joints as specified in the eighth paragraph of Section 39 -6.01. When the pavement cross section does not permit longitudinal joint spacing as specified above, the joints between courses shall be offset not less than 0.5 foot alternately to a pattern approved by the Engineer. The following compaction procedures will be required for the base course, unless the engineer directs otherwise. A. Initial rolling shall proceed directly behind the spreader and shall consist of two complete coverages of the asphalt mixture, and shall be performed with a 2 -axle or 3 -axle steel -tired tandem roller. Such rollers shall weigh not less than 10 tons. A motor grader shall trim and shape the layer immediately after completion of initial rolling. Additional material may be end dumped as required to fill low areas. B. Additional rolling shall proceed directly behind the motor grader and shall consist of four- complete coverages with a pneumatic roller, as specified in the Standard Specifications or allowed by the Engineer. Such rollers shall weigh not less than 12 tons. A complete coverage will be 2 passes of the roller in the same roller width. C. Rolling shall commence at the center of the pass and work toward the edges.. The intent of these specifications is to have all breakdown and additional rolling performed while the mixture is sufficiently hot to facilitate satis- factory compaction. The engineer will, therefore, vary paving rates as necessary or require additional compaction equipment, in order to insure adequate compaction of a hot mixture. + SP 7 of 7 6. Protection of Existing Property Line Monuments Property corners designated by I.P. & Ti (iron pipe and tag)on the Plans shall be protected during construction, however, if removal is necessary they shall be restored by the contractor at his expense. 7. Survey Monuments Survey monuments shall be constructed in accordance with city's Standard Drawing Std - 113 -L. Field staking for the installation of survey monuments will be performed by the city. f RL30LWIC* no* 7514 F,W.45r IV) PVYW4 of 0 miaMs, purmmt to the notice ivriting bids for WWU in connection with Shorecliff Road# combined P"JOCU, in 1mce, with th A P't-,-n,4 and qpeoitic.�tloas berateforo AoPtwl, Aids were received an the 3r4 &W of AVVUN , t* 1971* md, publicly VAURN"o it appeors tilit tho lowest rompomalklo bi4d*r therefor is So-Mar Construction C*WgKMY# a *&rt"IrSht?$ *Ms TXMWONA# BE IT P="VZD bY tbG CLtY 000"Ll Of the city If mawport S"ch that the bid of Dg, ar Construction compAny for the Work in the amount of #37,23S.00. AltGrn%t4,OAU, be *ccepted* and tUt the contir4et, for the described work be i%warded to sold bidders AS IT TIUATWM RrJOLVZD that the Wyor 4a4 City Clor'k : =ze h•areby amthori",d and di-roctod to execUte 4 contract LA raccardama with the specificatioft*, bid and this wwud on beb*lf of the City of N&wport Beach, &M that the City Clark be direCt*4 to furni4i = exacuted copy to the successtal bidder. JMPT= thi3 23r4 dAy of AM*tom, 1971. ATTISTt city Iffcirk mayor soh 4/-io/71 September 13, 1971 SHORECLIFF ROAD - COMBINED PROJECTS CONTRACT NO. 1328 Bo -Mar Construction Company P.O. Box 433 Cedar Glen, California 92321 "I am aware of and will comply with Section 3700 of the Labor Code, requiring every employer to be insured against liability for workmen's compensation or to undertake self- insurance before commencing any of the work." ,'Koffeft Johnsq'O" Partner Bo -Mar Construction 0 September 9, 1971 E "I am aware of and will comply with Section 3700 of the Labor Code, requiring every employer to be insured against liability for workmen's compensation or to undertake self - insurance before commencing any of the work ". Izf" B f Bo -Mar Construction T {L 11 0 . j bs CA��.c. Txa a``ti' � � W oMc SaGd . I Z) �nav�lta( Sin f'P (Su(}+D 3) CONTRACT NO. 1328 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR SHORECLIFF ROAD - COMBINED PROJECTS Storm Drain, Gravity Sewer, and Sewer Force Main Alternate "A" - Alternate "B" APPROVED BY THE CITY COUNCIL ON THIS 12TH DAY OF JULY 1971 Laura Lagios, City Clerk SUBMITTED BY: Contractor Address City ipip Code L] CITY OF NEWPORT BEACH, CALIFORNIA Page 1 NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 10:00 A.M. on the 3rd day of August 1971 , at which time they w— "illbee opened and read, o —r performing wor as o ows: SHORECLIFF ROAD - COMBINED PROJECTS CONTRACT NO.1328 Bids must be submitted on the proposal form attached with the contract documents furnished by the Public Works Department. The additional copy of the proposal form is to be retained by the bidder for his records. Each bid must be accompanied by cash, certified check or Bidder's Bond, made payable to the City of Newport Beach, for an amount equal to at least 10 percent of the amount bid. The title of the project and the words "SEALED BID" shall be clearly marked on the outside of the envelope containing the bid. The contract documents that must be completed, executed, and returned in the sealed bid are: A. Proposal B. Designation of Subcontractors C. Bidder's Bond D. Non - collusion Affidavit E. Statement of Financial Responsibility F. Technical Ability and Experience References These documents shall be affixed with the signature and titles of the persons signing on behalf of the bidder. For corporations, the signatures of the President or 'Vice President and Secretary or Assistant Secretary are required and thee orporate Seams shall be affixed to all documents requiring signatures. In the case of a Partnership, the signature of at least one general partner is required. No bids will be accepted from a contractor who has not been licensed in accordai..e with the provisions of Chapter 9, Division III of the Business and Professions' Code. The contractor shall state his license number and classification in the proposal. Plans and Contract Documents, including Special Provisions, may be obtained at the Public Works Department, City Hall, Newport Beach, California, at no cost to licensed contractors, A non - refundable charge of $2.00 will be required for each set of Plans and Contract Documents issued to others. It is requested that the Plans and Contract Documents be returned within 2 weeks after the bid opening. The City has adopted the Standard Specifications for Public Works Construction (1970 Edition and Supplements) as prepared by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Avenue., Los Angeles, California 90034, (213) 870 -9871. The City has adopted Standard Special Provisions and Standard Drawings. Copies of these are available at the Public Works Department at a cost of $2.00 per set. L City of Newport Beach, California Notice Inviting Bids E Page la In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California Labor Code (Sections 1770 et seq.), the City Council of the City of Newport Beach has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in Resolution No. 6982, adopted May 12, 1969. A copy of said resolution is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). Revised 9 -15 -70 • • • Page 2 All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this Proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the works shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals. The estimated quantities of work indicated in this Proposal are approximate only, being given solely as a basis for comparison of bids. The undersigned has checked carefully all of the above figures and understands that the City will not be responsible for any errors or omissions on the part of the under- signed in making up this bid. The undersigned agrees that in case of default in executing the required contract with necessary bonds within ten (10) days, not including Saturday, Sunday and Federal Holidays, after having received notice that the contract is ready for signature, the proceeds of check or bond accompanying this bid shall become the property of the City of Newport Beach. Licensed in accordance with the Statutes of the State of California providing for 6 y ' the registration of Contractors, License No. 6,Zq Classification �`. Accompanying this proposal is , Cashier's Check or in an amount not less than 10 percent of the total bid price. The undersigned is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake self - insurance in accordance with the provisions of that code, and agrees to. comply with such provisions before commencing the performance of the work of this contract. J // , F Z7- 3-07?_ Phone Number —3— 71 Date Type of Organization (Individual, Corporation, or Co- Partnership) List below names of President,.Secretary, Treasurer and'Manager and names of all co- partners if a co- partnership: ;Z7 if a corporation, ..t1 K. I� Page 3 DESIGNATION OF SUB - CONTRACTORS The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the sub - contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these sub - contractors except upon the prior approval of the Engineer. Item of Work 2.. T 3. 4. 5. 6. 7. 8. 9. 10. 11. 12 Sub - contractor Address f f�l�lZ ( ar✓ST- emu, Bidder's ame Tye raga –mat on (Individual, Co- partnership or Corp) Address AMERICAN FIDELITY FIRE INSURANCE COMPANY ============ = = = = == =New York===== === ====== = = == == BID BOND BOND • 04 •1. :1.• KNOW ALL MEN BY THESE PRESENTS, that we BO -MAR CONSTRUCTION COMPANY as Principal, hereinafter called the Principal, and AMERICAN FIDELITY FIRE INSURANCE COMPANY, a corporation duly organized under the Laws of the State of New York and authorized to transact a general surety business in the State of California, as Surety, hereinafter called the Surety, are held firmly bound unto: CITY OF NEWPORT BEACH as Obligee, hereinafter called the Obligee, in the sum of: 10% of Bid not to Exceed FIVE THOUSAND ONE HUNDRED AND NO /100------------ - - - - -- Dollars, ($ 5,100.00 ), for the payment of which sum well and truly to be made, the said Principal and the said surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Contract #1326 - The condition of the above obligation is such that: If the bid of said principal hereto attached shall be accepted by the Obligee, and the contract for the delivery of materials, equipment or supplies, or the contract for the furnishing of services, materials, supplies, labor and performing the work, all as specified in the specifications, notice inviting bids and bid, be awarded to the principal, and if principal shall enter into a contract therefore with the Obligee, and the obligee, a good and sufficient faithful performance bond, and, if required in the notice inviting bids, a good and sufficient labor and material bond, with surety or sureties, then this obligation shall be void, otherwise it shall remain in full force and effect. Signed and sealed this 3rd day of August 19 71 . BY: AMERICAN FIDELITY FIRE - INSURANCE COMPANY BY: Cl¢zr l CaH ton Mann, Attorney- i -Fact BAF 301 (4/69) IMP STATE OF CALIFORNIA, ) ) u. County of LOS ANGELES ) On this 3rd day of August in the year 19_Zl, before me, ALLYNE R. SAMUEL, a Notary Public in and for the County and State aforesaid, personally LF' appeared farlmn Mann known to me to be the person whose name is subscribed to the within instrument and known to me to be the Attorney -in -Fact of AMERICAN FIDELITY FIRE INSURANCE COMPANY, and acknowledged i to me that he subscribed the name of the said Company thereto as surety, and his own name n as Attorney -in -Fact. OFFICIAL SEAL ALLYNE R. SAMUEL NOTARY PUBLIC . CALIFORNIA PRINCIPAL OFFICE IN LOS ANCEIES COUNTY My Commissinn Expires April 14, 1975 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, and Page 4 as Principal, as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Dollars ($ , lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden principal for the construction of in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden principal shall duly enter into and execute a contract for such construc- tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting Bids" within ten (10) days (not including Saturday, Sunday and Federal Holidays) from the date of the mailing of a notice to the above bounden principal by and from said City of Newport Beach that said contract is ready for execution, then this obligation shall become null and void; otherwise it be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this day of , 19_ Corporate Seal (If Corporation) Principal (Attach acknowledgement of Attorney -in -Fact) 0 Title Surety Page 5 NON- COLLUSION AFFIDAVIT The bidders, by its officers and agents or representatives present at the time of filing this bid, being duly sworn on their oaths say, that neither they nor any of them, have in any way, directly or indirectly, entered into any arrangement or agreement with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants or either of them has not directly or indirectly, entered into any arrange- ment or agreement with any other bidder or bidders, which tends to or does lessen or destroy free competition in the letting of the contract sought for by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the Bylaws, Rules or Regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or material - man which is not processed through said bid depository, or which prevent any subcontractor or materialman from bidding to any contractor who does not use the facilities of or accept bids from or through such bid depository; that no induce- ment or any form or character other than that which appears upon the face of the bid will be suggested, offered, paid, or delivered to any person whomsoever to influence the acceptance of the said bid or awarding of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomesoever to pay, deliver to, or share with any other person in any way or manner, any of the proceeds of the contracts soug Subscribed and sworn to before me by this day of , 19 f? �. My commission expires: INNIE V. SCHULTZ W Commission Expires August 23, 19" MARIE V. SCHULTZ NOTARY PUH�IC CALIf Oft NtA PRINIIPAI OFFICE IN ORANGE .COUNTY Page 6 STATEMENT OF FINANCIAL RESPONSIBILITY i" r The undersigned submits herewith a statement of his. financial responsibility. i �7�,CSS✓e,%(tt .3�2ine�/T` ,� /tL � � rii�� /� � v /�c-� it I i it .7 SU —S�Ale-iNel 111 ,7 71 a4r7p df,9 �Lo7f 33 I 3e.� 7— 7 76 41ezo `I r�o(''1�1 7-il 79707311 Lt J, / >!; 1 7y,/,/ f /,v f7.) 1 11 I it I i j� i� . r4lv. /117.1 A�171 �7�111117i li 7.1 .....:..:. p _ take %': 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 Whom Performed (Detail �i/"s�bi�� /7�/1!• J�sr.�+.r�' �S.� =GTlex � l%/D'. %— d�� �d7/7i�✓D --- ,%�' /CC 7�la�oTr� laisi'?'-�T�+% !�v /-2f/l Signed CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0 SHORECLIFF ROAD - COMBINED PROJECTS Storm Drain, Gravity Sewer, and Sewer Force Main (Alternate "A" (Items 1 -17) - Alternate "B" (Items 1 -21)) CONTRACT NO. 1328 PROPOSAL To the Honorable City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Gentlemen: PR of The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. 1328 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices 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. 115 Tons Construct 6 -inch thick asphalt concrete pavement 2 3 4 Dollars and o _" Cents $ er Ton 40 Linear Feet Construct 6 -inch modified Type "A" P.C.C. curb and gutter @iL Dollars and joo Cents $ l J $ �20 d- QO — er Linear Foot 341 Construct 6 -inch Type "B" and modified Linear Feet Type "B" curb @ Z Doll ars o.� and /oo Cents er Linear Foot 685 Construct 4 -inch thick P.C.C. Square Feet Sidewalk $ le $ Dollars /Oc and Cents $ $ �S Per Linear Foot 10. 36 Construct 18" Asbestos Cement Concrete Linear Feet Storm Drain (Class III) including connectors complete in place Dollars and 00 i 6° Cents $ O— $ DO.00 —Per Linear Foot lle Lump Sum Construct Combination Storm Drain Inlet complete in place @ /yi„i'� �a o�� c� Dollars °� oa Cents $ DO $ d4 DO =Umly� bum PR 2of4 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 5. Lump Sum Remove and replace brick walks, patios, miscellaneous fences, gates, sprinkler systems, and landscaping. @ .✓� "��Sr�✓.� Dollars --lump and Cents $ 00'° $ DDD•Oo Su 6. Lump Sum Construct P.C.C. Stairway @ �% 7��vS4,��� Dollars and Cents ---lump Sum 7. 250 Construct 6 -inch thick P.C.C. Square Feet driveway approach @,rc Dollars and Cents $',SC�06 Per Square Foot 8. 630 Construct 6 -foot wide P.C.C. Square Feet Cross Gutter @ o Dollars S� der Square o and Cents $ X70 $ Oa 9. 205 Construct 18" Asbestos Cement Concrete Linear Feet Storm Drain (Class II) including connectors complete in place Dollars and Cents $ D °D —G $ �oZoo. o0 er Linear Foot 10. 36 Construct 18" Asbestos Cement Concrete Linear Feet Storm Drain (Class III) including connectors complete in place Dollars and 00 i 6° Cents $ O— $ DO.00 —Per Linear Foot lle Lump Sum Construct Combination Storm Drain Inlet complete in place @ /yi„i'� �a o�� c� Dollars °� oa Cents $ DO $ d4 DO =Umly� bum PR3of 4 ITEM QUAM 1-1 Y M DESCRIPTION UNIT TOT L NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 12. 13. 14 15, 16 17. Lump Sum Abandon existing storm drain and junction box Dollars and Cents Lump Su Lump Sum Construct P.C.C. and rip -rap outlet structure Dollars and Cents Lump Su $ OO $ 2 Construct 4" P.V.C. Area Drains Each @ Dollars and e o Cents $ $ D, 00 Per Each 891 Construct 4" P.V.C. Sewer Force Linear Feet Main (including appurtenances) complete in place 1 Each 1 Each ALTERNATE "A" v7/ Dollars e' and o Cents Per Linear Foot Construct reinforced standard precast M.H. No. II (sewer force main) at knuckle in Shorecliff Road Dollars �K, and v Cents e'1 each Construct standard survey monument $ $ /71�9111` $ a4 $ 6 ooO' @ Dollars and ion Cents $ Per eac TOTAL PRICE (ITEMS NO. 1 THROUGH 17) WRITTEN IN WORDS: Dollars o�. and Cents $ 37 �3so/ z PR4of4 NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 18. 19. %] 21 146 Construct 6" P.V.C. gravity sewer Linear Feet main complete in place @ SixT% Dollars and / Cents $ Per Li ar Foot 1 Construct reinforced standard precast Each M.H. No. II (gravity sewer) at end of Shorecliff Road @ 5 5v�„i /�,��F� Dollars and �° oe Cents $ OD $ Per— each 1 Construct reinforced standard precast Each drop M.H. No. II @_,✓� /����� Dollars / and Per each Cents $ GD $ 00, 1 Construct modified reinforced standard Each precast M.H. (at ��angle point in walkway) J ey / e✓d�f� Dollars and Cents Per eac ALTERNATE "B" TOTAL PRICE (ITEMS NO. 1 THROUGH 21) WRITTEN IN WORDS: CONTRACTOR'S LICENSE NO. DATE o BIDDER'S ADDRESS TELEPHONE NO. 7 /y— $ OD 6G $ Dollars �a and Cents $ .- .e I II III IV V VI VII VIII IX X XI XII XIII XIV XV INDEX TO SPECIAL PROVISIONS FOR SHORECLIFF ROAD - COMBINED PROJECTS Storm Drain, Gravity Sewer, and Sewer Force Main CONTRACT NO. 1328 Page No. SCOPE OF WORK 1 COMPLETION AND SCHEDULE OF WORK 1 AWARD OF CONTRACT 1 PAYMENT 1 CONSTRUCTION SURVEY STAKING 2 SHUTDOWNS AND BYPASSING SEWAGE FLOWS 2 TRAFFIC CONTROL AND ORDER OF WORK 2 NOTICE TO RESIDENCES RESTORATION OF EXISTING IMPROVEMENTS EXISTING UTILITIES WATER SUBSURFACE INVESTIGATION STORAGE AREA EASEMENTS CONSTRUCTION DETAILS 1. Pavement and Walkway Removal, Excavation and Subgrade Preparation 2. Tree Protection 3. Pipe Construction and Related Structures A. General B. Storm Drain and Appurtenances C. Gravity Sewer Main and Appurtenances D. Sewer Force Mains and Appurtenances 4. Portland Cement Concrete Improvements A. General B. Portland Cement Concrete Walkway (303 -1.2) and Stairway 5. Asphalt Concrete Construction 6. Protection of Existing Property Line Monuments 7. Survey Monuments 2 3 3 3 3 3 3 4 I� .1/ I II III CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR SHORECLIFF ROAD - COMBINED PROJECTS CONTRACT NO. 1328 SCOPE OF WORK SP 1 of 7 The work to be done under this contract consists of constructing the following improvements: A. Storm drain, gravity sewer main, and sewer force main improvements (including their appurtenances) in Shorecliff Road and in easement. B. Street improvements in Shorecliff Road; a walkway and steps; and fence improvements in a storm drain and sewer easement. This contract requires completion of all work in accordance with these Special Provisions, the city's Standard Specifications (Standard Specifications for Public Works Construction ", 1970 Edition), the Plans (Drawing Numbers D- 5060 -S and S- 5041 -S), and the city's Standard Drawings and Standard Special Provisions, and applicable portions of the State of California Standard Specifications, 1971 Edition. The city's Standard Specifications are available at Building News, Inc., 3055 Overland Avenue, Los Angeles, California 90034. The city's Standard Drawings and Standard Special Provisions may be obtained at the Public Works Department for a fee of $2.00. COMPLETION AND SCHEDULE OF WORK The contractor will not be permitted to start work prior to September 13, 1971 and all work must be completed prior to December 17, 1971. The contractor shall submit to the engineer a written schedule of work prior to commencing work on this project as specified in Section 6 -1 of the Standard Specifications. AWARD OF CONTRACT Bidders should submit bids for both Alternate contract will be made on either Alternate "A" the right to award the contract on the basis IV. PAYMENT "A" and Alternate "B ", award of the or Alternate "B ". The city reserves of either Alternate "A" or Alternate "B" Payment for all incidental items of work, not separately provided for in this pro- posal shall be included in the price bid for the various items of work and no additional compensation will be made. 0 V. CONSTRUCTION SURVEY STAKING • SP2of7 Field surveys for the control of construction shall be the responsibility of the contractor. All such surveys including construction staking shall be under the supervision of a California Licensed Surveyor or Civil Engineer. Staking shall be performed on all items ordinarily staked at intervals normally accepted by the city and trades involved. Payment for construction survey staking shall be included in the price bid for the various items of work and no additional compensation will be made. VI. SHUTDOWNS AND BYPASSING SEWAGE FLOWS The existing 4 -inch cast iron force main and the existing 6 -inch V.C.P. gravity sewer main shall be kept in service at all times except for temporary shutdowns required for detouring sewer flows and making final connections. Such shutdowns must be coordinated with the city's Utilities Superintendent, Mr. Tom Phiil p , at 714) 673 -2110, Extension 267. It is anticipated that the maximum allowable shutdown perior for the 4 -inch force main may be as follows: 1, hours from 5:00 A.M. to 10:00 P.M. and up to 4 hours from 10:00 P.M. to 5:00 A.M. Detouring of sewer flows will be performed by the contractor. Exact time and length of shutdowns and detouring of sewage flows must be confirmed a minimum of 24 hours prior to the time required. VII. TRAFFIC CONTROL AND ORDER OF WORK The contractor shall provide traffic control in compliance with Section 7 -10 of the Standard Specifications, except as noted below. The contractor shall submit a written plan for traffic control to the engineer for his approval concurrently with the written construction schedule as specified in Section II of these Special Provisions. Restricted garage access to 183, 187, and 186 Shorecliff Road shall be kept to a minimum. The contractor shall arrange construction through the walkway area, in easement, so that pedestrian access over the area to the beach will be possible on all Saturdays and Sundays. VIII. NOTICE TO RESIDENCES The city will mail a preliminary notice to all residences to be affected by this work. Between 40 and 55 hours prior to closing the street to vehicular traffic; the contractor must with utmost care distribute to each and every residence affected by the closure a notice prepared by the city, which states when the work will begin and approximately when the street will be restored to normal passenger vehicle use. Errors in distribution, false starts, acts of God, or other alterations of the schedule will require renotification using an explanatory letter prepared by the city and distributed by the contractor. IX XI XII. XIII. XIV 0 0 SP3of7 RESTORATION OF EXISTING IMPROVEMENTS Restoration of existing improvements shall conform to Section 7 -9 of the Standard Specifications. In addition the contractor shall be responsible for replacing all landscaping and sprinkler systems damaged or removed on private property or in the street parkway during construction. The plant species and materials used for replacement shall be the same or an approved equal to those damaged or removed. The cost of protecting and restoring landscaping and fences, including relocation and reconstruction of underground sprinkler systems shall be included in the price bid for the various items of work and no separate or additional compensation will be made. EXISTING UTILITIES Utilities shall of the Standard temporary water WATER be investigated, protected or relocated in accordance with Section Specifications. The contractor shall be responsible for providing and sewer service to properties adjacent to the work. The contractor shall make his own provisions for obtaining and applying water necessary to perform his work. If the contractor desires to use available city water, it shall be his responsibility to make arrangements for water purchases by contacting the city's Utility Superintendent, Mr. Tom Phillips, at (714) 673 -2110, Extension 267. SUBSURFACE INVESTIGATION The log of test borings data is included in the Plans for the contractors' informa- tion only. The city does not guarantee soil moistures, strata, or classifications at other locations or depths not investigated within the work area. A copy of the subsurface investigation report is available for review at the Public Works Department. The contractor may wish to perform subsurface soil investigations prior to sub- mitting a bid or performing the work. STORAGE YARD A storage yard, located at the corner of Dahlia and 5th Avenues in Corona del Mar, is available for the contractor's use after September 10, 1971. The contractor shall maintain the yard in a neat and orderly manner. Upon completion of the work, the contractor shall clean and return the yard to its original condition including repairs to the pavement as required by the engineer. EASEMENTS Easements for the specific improvements of this contract have been provided by the city (Section 2 -8 of the Standard Specifications). Temporary right of entry for facilitation of construction has also been obtained from the adjacent property owners. • • SP 4 of 7 In order to gain access to easement areas, the contractor may obtain a key at the Public Works Department. The city shall be held harmless from any claims for damages on private property resulting from the contractor's operations and as specified in Section 2 -8 of the Standard Specifications. XV. CONSTRUCTION DETAILS 1. Pavement and Walkway Removal, Excavation and Subgrade Preparation Existing Portland Cement concrete or asphalt concrete improvements to be removed shall be sawcut along property lines, join lines, or at locations beyond property lines as shown on the Plans, or as directed by the engineer. Final removal at the sawcut lines may be accomplished by the use of jackhammers or sledge hammers. It is emphasized that edges created by other means or final removal accomplished by other means will not be acceptable, and hard blow pavement breakers such as stampers will not be permitted on the job. The cost of pavement and walkway removal, excavation, subgrade preparation, cut and fill, slope grading, and all miscellaneous earthwork shall be considered as included in the price bid for the various items of work and no additional compensation will be made. The contractor shall prepare the subgrade by scarifying, cultivating, watering or drying and compacting the roadbed to a depth of 6 inches in conformance with Subsection 301 -1.2 of the Standard Specifications. Relative compaction of the subgrade shall conform to Section 301 -1.3 of the Standard Specifications. Existing trees and shrubbery shall be removed or protected per Subsection 300 -1.3 of the Standard Specifications, paragraph 5 of such section not applying. Pipe Construction and Related Structures A. General In lieu of open trenching, all or any portion of the pipeline work may be tunneled or jacked at the contractor's option as provided in Section 306 -1 of the Standard Specifications. Jacking or tunneling operations shall conform to Subsections 306 -2.4 through 306 -2.5.8 of the Standard Specifi- cations, except that the cost of jacking or tunneling shall be included in the price bid for the various items of work and no additional compen- sation will be made. Storm drain bedding and backfill shall be placed to the street or walkway subgrade line as shown on the Plans. The sand bedding material under the pipe shall have a minimum sand equivalent value of 40. A Portland Cement and sand slurry mixture shall be used as a bedding material around all storm drain pipe within the street area to one foot over the top of pipe as shown on the Plans. Each cubic yard of the cement - sand slurry mixture shall be composed of one 94 -pound sack of Portland Cement and an aggregate consisting of rock dust and plaster sand or sands of a similar nature per cubic yard. The mixture design and water content shall be such as to aid backfill consolidation around the pipe to avoid saturation of surrounding soils, and to prevent any future settlement. Special care shall be taken to insure that all voids are completely filled with the slurry mixture. a LJ • SP5of7 Backfill material in all pipe trenches and around associated structures shall be placed and compacted in accordance with Section 306 of the Standard Specifications, except that water densified backfill including jetting as specified in Subsection 306 -1.8.2 will not be permitted. All native materials excavated from the storm drain, gravity sewer, and sewer force main trenches and associated structures not utilized as backfill will become the property of the contractor and shall be hauled and disposed of away from the job site as it is excavated. Existing storm drains, gravity sewers, and sewer force mains to be abandoned in place shall be filled with sand and the ends concrete or brick and mortar plugged in accordance with Subsection 306 -3.1 of the Standard Specifications. B. Storm Drain and Appurtenances The contractor shall provide for continuous flow of storm and nuisance water during the progress of the work by constructing temporary berms, channels, sandbag dikes, etc to avoid damage to adjacent properties. All storm drain pipe and fittings shall be Johns - Manville "Transite" pipe (Class II in the walkway area, Class III in the street) or.an approved equal. Couplings used in joining sections of Transite pipe shall be "Transite Ring Tite" couplings as manufactured by Johns - Manville or an approved equal. C. Gravity Sewer Main and Appurtenances The contractor shall provide for a continuous flow of sanitary sewage throughout the course of construction. The 6 -inch diameter sewer main shall be constructed of Johns - Manville "Ring Tite Polyvinyl Chloride Gravity Sewer Pipe" or an approved equal. D. Sewer Force Mains and Appurtenances The contractor shall provide for the continuous flow of sanitary sewage from the Cameo Shores Pump Station to the terminal manhole in Shorecliff Road as specified in Section IV of these Special Provisions. The 4 -inch Polyvinyl Chloride pipe sewer force mains shall be Johns - Manville, Class 150, "Ring -Tite PVC" water pipe or an approved equal. All fittings for the PVC force mains shall be "Tif -Tec cast iron fittings for PVC Pipe" or an approved equal. 4. Portland Cement Concrete Improvements A. General Portland Cement concrete furnished for all structures, curb, gutter, cross gutters, sidewalk, stairways, and their appurtenances shall be 6.0 -B -3000. 0 0 SP6of7 The contractor will be allowed to use concrete pumping methods to facilitate concrete placement, providing the strength requirements are adhered to. B. Portland Cement Concrete Walkway and Stairway Weakened plane and expansion joints shall be constructed in conformance with the City of Newport Beach Drawing No. Std - 103 -L. All walkway and stairway exposed surfaces shall be finished with medium brooming. 5. Asphalt Concrete Construction Asphaltic concrete furnished shall be placed in two lifts consisting of one 4 -inch thick base left utilizing Type III -B2 -85 -100 asphaltic concrete, and one 2 -inch thick surface lift utilizing Type III -C3 -85 -100 asphaltic concrete in conformance with Section 400 -4 of the Standard Specifications. Tack coat will be required, but prime coating of the subgrade may be omitted. The contractor shall provide the types of rolling equipment as required in Sections 39 -5.02 of the State Standard Specifications. Spreading and compacting shall be in conformance with Section 39 -6 of the State Standard Specifications or as directed by the engineer, except that motor graders will not be allowed for spreading. Special attention is directed to the con- struction of longitudinal joints as specified in the eighth paragraph of Section 39 -6.01. When the pavement cross section does not permit longitudinal joint spacing as specified above, the joints between courses shall be offset not less than 0.5 foot alternately to a pattern approved by the Engineer. The following compaction procedures will be required for the base course, unless the engineer directs otherwise. A. Initial rolling shall proceed directly behind the spreader and shall consist of two complete coverages of the asphalt mixture, and shall be performed with a 2 -axle or 3 -axle steel -tired tandem roller. Such rollers shall weigh not less than 10 tons. A motor grader shall trim and shape the layer immediately after completion of initial rolling. Additional material may be end dumped as required to fill low areas. B. Additional rolling shall proceed directly behind the motor grader and shall consist of four complete coverages with a pneumatic roller as specified in the Standard Specifications or allowed by the Engineer. Such rollers shall weigh not less than 12 tons. A complete coverage will be 2 passes of the roller in the same roller width. C. Rolling shall commence at the center of the pass and work toward the edges. The intent of these specifications is to have all breakdown and additional rolling performed while the mixture is sufficiently hot to facilitate satis- factory compaction. The engineer will, therefore, vary paving rates as necessary or require additional compaction equipment, in order to insure adequate compaction of a hot mixture. SP7of7 6. Protection of Existing Property Line Monuments Property corners designated by I.P. & T. (iron pipe and tag)on the Plans shall be protected during construction, however, if removal is necessary they shall be restored by the contractor at his expense. 7. Survey Monuments Survey monuments shall be constructed in accordance with city's Standard Drawing Std - 113 -L. Field staking for the installation of survey monuments will be performed by the city. I ---Ij O ------- ------ - -- - o- o T; -4 2:0 1; rn m ;o -41% (70 z ft alo ,I. IM —+ co C/I M EEE al L �151 tD I'k OD ft P\3 ti fA, cz in -% ;�t tt, IN It I C: O z '40 14 ol O r'N C: z 41 R1 3. 7 o- o T; -4 2:0 1; rn m ;o -41% (70 z ft alo ,I. IM —+ co C/I M W I "I.: rn 0 -1 0 FM ,'�, 11* 0 R cn Zllb X I 1 1,01 Is, Lo 1-1- S. 2 nf. I SIN: tiC u L tt ON 0 L% iA a� t& zk ter tt Tw z� rn 0 -1 0 FM ,'�, 11* 0 R cn Zllb X I m 0 -4 ;o Fn M �; M U% ;o - cn =I& .7- rn r�t 1 f CD N 0 fA 03 ri rill 6A, m 0 -4 ;o Fn M �; M U% ;o - cn =I& .7- rn r�t 1 f CD Z` _ Jd'tQOnau "" O n�ufancr cmJian�r I _ �{ryanatLEf-./l/Ll�u/fdL ,J01,iu E6nCe �t ❑ Jd'L4onau�V /ot��iure9 tl ✓nDutancr �omJianr�'� ' El J4C��/O nautf- ,7cu��iuredtf �/is9utance U(amJran / Issuing Office: I0 Matto not" STREET ADDRESS ' Los A116e1M, California CITY STATE ftb rtlury 22, 177 3149 renvle Street Los k*eiml California 900..^6 This is to advise that effective 12:01 A.M. (larch $# 1972 our Policy Number PC CC 2o-rn issued to the above insured is cancelled and we shall have no liability on account of accidents or injuries subsequent to said effective date. Ede pouey um canceub !br 11111ml-hytasat Of Produse Very truly yours, a 6 By AN AUTHORIZED REPRESENTATIVE 1sk cc t On lllr 11 cc ra &U 3111MR111M WW I= eel CIS OF IBVPM Men UND -1469 G a 7,s C- L12:'S 1• 0 1 • C,- X328 October 29. 1971 The difference between the cost of chain link fence and rewood fencing installed at 183 Shorecliff Road $50.00 Less the cost of replacing plants removed during construction 10.00 Paid by Stewarts 40.00 For the mutually agreed upon monetary consideration, I hereby release Bomar Construction Company from any responsibility to replace plantings disturbed on our property in conection with the construction of the combined Sewer -Storm Drain project on Shorecliff Road In the city of Corona del Mar. OW lr • N E R C O P Y CALIF NIA PRELIMINAR NOTIC IN ACCORDANCE WITH SECTI 3, CALIFORNIA CODE OF CIVIL PROCEDURE AND SECTION a 10, CALIFORNIA GOVERNMENT CODE (EFFECTIVE THROUGH DECEMBER 31, 19701 AND IN ACCOROANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE (WHEN SUCH SECTIONS BECOME EFFECTIVE JANUARY 1, 1971,) THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT . . . CONSTRUCTION LENDER or Reputed Construction Lender, if any. All Amerri"n Asphalt Co. (name of person or firm furnishing labor, services, equlp- �,.�` 144W Sduards Street �Aaantftatiiw oat's )rime ment or material) ��p Veetmifleter. CKW. 9203 (address of person or firm furnishing labor, services, equip - Lment or material) has furnished or will furnish labor, services, equipment or FOLD HERE materials of the following general description: M Aeraltie eonerets, man. elquipment (general description of the labor, services, equipment or material furnished ar to be furnished) for the building, structure or other work of improvement OWNER or PUBLIC AGENCY looatedat: Paeifie View Drill (address or description of job site or Reputed Owner (on public work) NOUNWt Bea0h,_Calif. (on private work) sufficient for identification) The name of the person or firm who contracted for the pur chase of such labor, services, equipment or material is: City of Newport Beaeh 333'3 Newprt Blvd. Newpptrt Beaeh. California L Construction loan no. FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any F Re V. YA131e11M 151 commercial Vat' costa Mesa. California . L 8_ TIT. IKaClellan (name and address of person or firm) J 151 Commerain, way (if known) Coxte Km/.! Calif J An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: aria_ �v�tb•�creaawaas -�v (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. / /IsigdalureY LL 4 (title) Telephone Number %M4 )Y� 8691 This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION -(21[3) 382 -7151 • CALIF�NIA PRELIMINAR IOTICE IN ACCORDANCE WITH SECTION 1 3, CALIFORNIA CODE OF CIVIL PROCEDURE AND SECTION CALIFORNIA GOVERNMENT CODE (EFFECTIVE THROUGH DECEMBER 31, 1970) AND IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE (WHEN SUCH SECTIONS BECOME EFFECTIVE JANUARY 1, 1971.) THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT . . . CONSTRUCTION LENDER or Reputed Construction Lender, if any Owl Roc_ k Products Co. (name of persor. or firm furnishing labor, services, equip - 5435 Peck Rd. No lender ment or material) Arcadia, Calif. 91006 (address of person or firm furnishing labor, services, equip. LJ ment or material) has furnished or will furnish labor, services, equipment or FOLD HERE materials of the following g general description: ready mixed concrete and /or W(general description of the labor, services, equipment or rock and sand N material furnished or to be furnished) for the building, structure or other work of improvement E located at: Cove & Fernleaf, OWNER or PUBLIC AGENCY (address or description of job site R or Reputed Owner (on public work) Corona Del Mar (On private work) sufficient for identification) The name of the person or firm who contracted for the pur —I chase of such labor, services, equipment or material is: C City of Newport Beach City Hall Paul Shaver Q City of Newport Beach, Calif. (name and address of person or firm) L 92660 J 1880 Orange Ave. PConstruction loan no. (if known) Costa Mesa, Calif. Y FOLD HERE An estimate of the toial price of the labor, services, equip- ment or materials furnished or to be furnished is: $ ' (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved ORIGINAL CONTRACTOR or property may be subject to mechanic's liens. I I Reputed Contractor, if any oat �O tober 19 i R. W. McClellan do Sons dwar.a' "Sea Credi 'I Manager 151 Commercial Way Telephone Number ( 213 ) 443 -0111 Costa Mesa, Calif. 92627 L J This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION -(213) 382 -7151 This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION -(213) 382 -7151 CALIF(I NIA PRELIMINARY*NO '. PROCEDURE SECTION GOVERNMENT IN ACCORDANCE WITH SECTION CALIFORNIA CODE OF CIVIL AND CALIFORNIA CODE (EFFECTIVE THROUGH DECEMBER 31, 1970) AND IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE ('WHEN SUCH SECTIONS BECOME EFFECTIVE JANUARY 1, 1971.) THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT . . . CONSTRUCTION LENDER or Reputed Construction Lender, if any Owl Rock Products Co. (name of person or firm furnishing labor, services, equip - 5435 Peck Rd. No lender ment or material) Arcadia, Calif. 91006 (address of person or firm furnishing labor, services, equip - LJ ment or material) has furnished or will furnish labor, services, equipment or OFOLD HERE materials of the following general description: ready mixed concrete and /or W(general description of the labor, services, equipment or mck and sand N material furnished or to be furnished) for the building, structure or other work of improvement E located at: Shorecliff Rd. OWNER or PUBLIC AGENCY (address or description of job site R or Reputed Owner (on public work) Newport Beach, Calif. (on private work) sufficient for identification) r �-1 The name of the person or firm who contracted for the pur- is: 1 1 chase of such labor, services, equipment or material C City of Newport Beach Bo -Mar Construction Co. O3300 Newport Blvd, Newport Beach, Calif. (name and address Of person or firm) L J P.O. Box 433 PConstruction loan no. (if known) Eedar Glen, Calif. Y FOLD HERE An estimate of the total price of the labor, services, equip- ment or furnished or to be furnished is: rmya�atterials $ 9L (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. ORIGINAL CONTRACTOR or Reputed Contractor, if any Dat bet 14 19)l Bo-Mar Construction Co. Edward(si�.atc I a astt Credit Man: P.O. Box 433 Telephone Number ( 443 -0111 -, Cedar Glen, Calif. 98321 L J This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION -(213) 382 -7151 CALIFCANIA PR ELI MINARYfiIOTICE� _1 IN ACCORDANCE WITH SECTION 1193, CALIFORNIA CODE OF CIVIL PROCEDURE AND SECTION 4 0, CALIFORNIA GOVERNMENT CODE (EFFECTIVE THROUGH DECEMBER 31, 1970) AND IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE (WHEN 50.14 SECTIONS BECOME EFFECTIVE JANUARY 1, 1971.) THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT . . . This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION -(213) 382 -7151 CONSTRUCTION LENDER or Reputed Construction Lender, if any Fnow (name of person or firm furnishing labor, services, equip- ment or material) P. L. so, ", (address of person or firm furnishing labor, services, equip - ment or material) has furnished or will furnish labor, services, equipment or FOLD HERE materials of the following general description: O R^c:tc Prt.�ls:i :: 4 ?r'sfadit?c; W(general description of the labor, services, equipment or N material furnished or to be furnished) for the building, structure or other work of improvement E located at: Morning Canyon &Shoreclifi OWNER or PUBLIC AGENCY (address or description of job site R or Reputed Owner (on public work) COrOna Del Mar, Calif, (on private work) sufficient for identification) The name of the person or firm who contracted for the pur- r —1 1 chase of such labor, services, equipment or material is: C City of Newport Beach O 6ity Hall Markel Cement Contra Newport Beach, Calif. (name and address of person or firm) Lp{ n_ nn 1936 —.—ic P Construction loan no. (if known) conta &Lassa Calif Y FOLD HERE An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: 2500 (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. ORIGINAL CONTRACTOR or Reputed Contractor, if any 1 -4-71 Dated: r 1 Boater Construction (signs ure)., a le B. 0 B07C 433 Cedar Glen Calif. Telephone Number L J This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION -(213) 382 -7151 TO BOMAR CONST. PLEASE SEND REPLY TO US AT THIS ADDRESS Tr•_.. - All'. BALDWIN }ARX, CAR 9110 (213€ g6- -67 -i2 Dated 10/22/71 P.C. BOX 433 ❑ Original Contractor or Reputed Contractor CLDAR GUZ, CALIF. and TO CITY OF NEWPORT BEACH 3300 NL;;POr%T BLVD. ❑ Owner or Reputed Owner NEIii+PORT BEACH, CALIF. Public Agency Disbursing Officer and TO PUBLIC tiORKS ❑ Construction Lender or Reputed Construction Lender (on private jobs) BOMAP. CONST, has contracted with Industrial Asphalt, Inc. for the purchase of asphaltic paving materials, including cartage in their delivery, and labor and equipment rental used in the installation of these materials for the work of improvement located at the jobsite described or identified as follows: STORM DRAIN GRAVITY S6Wa; - 3L iZ:1R FGRC 14AIN - STR,s T IMMS, SHORXLIFF ROAD. NIWORT B: AC € €s CALIF. The total price of the labor, services, equipment or materials furnished, or to be furnished, is estimated to be $XYXk' y Regarding private work, pursuant to the requirements of California law, we advise you that if bills are not paid in full for labor, services, equipment or materials furnished, or to be furnished, the improved property may be subject to Mechanic's Liens. However, invoices for these materials are mailed directly to our customer, payment by him would protect the pro- perty from this possibility. We wish to take this opportunity to thank you for the privilege of supplying your asphaltic paving requirements to this pro- ject. In the event we can be of any additional service, please call locally at telephone, number as listed at top of this let- ter. GENERAL OFFICE — 6840 HAYVENHURST AVE., VAN NUYS, CALIFORNIA OWNER'S COPY FORM 0209 -67 Yours very truly, - INDUSTRIAL SPHIL", INC. `"A 11._tVKWND (NAME) mr-P., PROBt RTTNr (TITLE) P. O. BOX 7607 - TELEPHONE: 781 -60/d OR 8736060 �Y • ❑ Preliminary tests prior . to award o ccntract. ICI Control tests on �1 materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testine Sectiol RELATIVE COMPACTION Ct 7t TEST NO. C- 49 11 Jj7 FIELD NO, Of' 'g CONT. NO. O y (W.O. OR P.O. OR AHFP) " DATE REPTD. PROJECT Snag CLIFFS STORMDRA)AGENCY C//VEW/ORT BEACH RESIDENT ENGINEER (INSPECTOR) FA tRRAR CONTRACTOR 80- MAR CONST _ SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION ALLEY WAY OFF SHORE CL /f Fs OR/VL RT LT OF (� STA REPRESENTING LIMITS TYPE MATERIAL /V- S. DEPTH 6 TO /2 BELOW FINISHED GRADE DATE SEOT. 284 1971 TESTED BY: MORR /sOA/ Y MALL _ IN PLACE DENSITY A INITIAL WT. TEST SAND 40.95 S WT. SAND_ RETAINED Lf, 30 C WT. SAND USED 2 t_C D TEST SA ND DENSITY_ ,6 ,18 /0 E FI VOLUME SAND USED VOLUME CONE +RING G VOLUME TEST HOLE TOTAL DRY WT. HIWT. EXC. SAMPLE +TARE DRY WT. CAMP. SPEC. I TARE WEIGHT_ 3.95 - f 9 J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE WET WT. - FIELD - -- -- LAB - ---- DRY WT. "- MOIST. — M� - -- `N SP. GR. ROCK 4 WET WT. ROCK INITIAL WT. SPECIMEN DRY WT. ROCK WET WT. - ?- e P _ DRY WT. - i' TOTAL DRY WT. 'Y, ROCK DRY WT. CAMP. SPEC. CORR.MAX.DENSITY REMARKS: i B� 1 140 Test Method Calif. 216 -F V � j'I �v C 81�LL1NG ILL H A BY ✓_•5 ,! / MATERIALS RESIDENT ENGINEER (CM ENGR•) RELATIVE COMPACTION (SC) F 3011 -83.2 -S METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY /07 MOISTURE 1/NDER 3% RC = % TENT. 'RC PECIFICATION: NL� %, OF MONTH MAXIMUM DENSITY RATHOLE DATA �� • y` MOLD NO. 1 2 3 4 O INITIAL WT. SPECIMEN 0Q P WET WT. AT COMPACTION Q DRY WT. CAMP. SPEC. 1 R %MOISTURE _ CONDITION OF MOLD_ I +3.6 *7- S HT. COMPACTED SPECIMEN T WET DENSITY Z G. VI DRY DENSITY ' CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- 8 E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L =K+ (100 °, +N) Q =O+ (10017 +N) SM. RING .014_3 .1810 R = (P -Q) + Q V = FACTOR x Q + S LG. RING .0302 .1969 REMARKS: i B� 1 140 Test Method Calif. 216 -F V � j'I �v C 81�LL1NG ILL H A BY ✓_•5 ,! / MATERIALS RESIDENT ENGINEER (CM ENGR•) RELATIVE COMPACTION (SC) F 3011 -83.2 -S METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY /07 MOISTURE 1/NDER 3% RC = % TENT. 'RC PECIFICATION: NL� %, OF MONTH nPreliminary tests prior to award of contract. s ❑ Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section ELATIVE COMPACTION PROJECT °» L _ '1 ? RESIDENT ENGINEER (INSPECTOR) •AI ?Gfi. OUTSIDE SENO REPORT TO: CONSTRUCTION ❑[' AGENCY LOCATIONAL�-E,/ WA m y RF L Jw4i i REPRESENTING LIMITS TYPE MATERCI�AL D DATE SE1. 1q*7 1 TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND 39,75 B C WT. SAND RETAINED T. SAND USED DI TEST SAN D_DEN SITY E FIVOLUME VO LUME SAND _ USED CONE + RING I Ifj IO G VOLUME TEST HOLE S H!WT. EXC. SAMPLE +TARE Z(o.3V I TARE WEIGHT _ DRY WT. COMP. SPEC. J WET WT. EXC. SAMPLE (,'Zp K WET DENSITY IN PLACE + r L DRY DENSITY IN PLACE_)_ use contract item — AGENCY `I I %/ TEST NO. C— 4?4 7 FIELD NO. Z O CONT. NO. OR IW.O. OR P.O. OR AHFPI _ DATEREPTD. 10'1'71 CONTRAC' MAINTENANCE ❑ l 1V t RT METHOD A MOISTURE SAMPLE FIELD LAB WET WT. DRY" WT. '- MOIST. M N _ SP. GR. ROCK RECORD WHOLE NUMBERS WET WT, ROCK MOLD NO. DRY WT. ROCK 3 WET WT. _ 3 i O DRY WT. — 3 pD TOTAL DRY WT. , ROCK WET WT. AT COMPACTION CORR.MAX.OENSITY REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F 3011 -03. 1140 i B- SUBO. ❑ PERMITS ❑ LT OF CL STA LOW FINISHED GRADE METHOD A ❑ B MAXIMUM DENSIT RATHOLE DATA RECORD WHOLE NUMBERS IN OPT. PLACE MOLD NO. — 1 2 3 4 O INITIAL WT. SPECIMEN pD P WET WT. AT COMPACTION Z Q _ DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY 1124, 1 1 VI DRY DENSITY ' CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D I UNIT CONE +UNIT G =E - F K = J +G CONE - L = K _ (1 00 -. + N) Q = 0 _ (I 007• + N) SM . RING _.1667 . 01 43 .181 0 R = (P —Q) + Q V = FACTOR x Q + S LG. RING 1 .0302 1 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F 3011 -03. 1140 i B- SUBO. ❑ PERMITS ❑ LT OF CL STA LOW FINISHED GRADE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE I!DENSITY MOISTURE U A RC: TENT. 'RC = SPECIFICATION: NL_._._ %, ❑ BILLING WILL BE MADE AT END OF MONTH J By 'iC r MATERIALS ENGINEER RELATIVE COMPACTION (SC) I I—I Preliminary tests prior .i to award o centraat. al Control tests on L(� materials actually entering into works. • COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTI contract i /-) I C TEST NO. — WZ 3 _ FIELD NO. CONT.NO.OR IW.O. OR P.O. OR HFP DATE REPTO. t0 -t -7f PROJECT 't' CL t� � ;l 'V M. (4V ti AGENCY CI K)Ewpicz: RESIDENT ENGINEER (INSPECTOR) A2 CONTRACT SEND REPORT TO: CONS TRUCTl(t ❑ A°ccncv ® MAINTENANCE ❑ LOCATION SI-k7� L.L..1J l /R. RT REPRESENTING LIMIT TYPE MATERIAL_ DATE a' Zb IN PLACE DENSIT A INITIAL WT. TEST SAND B WT. SAND RETAINED C WT. SAND USED D TEST SAND DENSITY E VOLUME SAND USED FI VOLUME CONE +RING G VOLUME TEST HOLE H: WT. EXC. SAMPLE WEIGHT WET WT. AT COMPACTIONG WT. EXC. SAMPLE EWET 2. S DENSITY IN PLACE Q DRY WT. COMP. SPEC. ENSITY IN PLACE SUED. ❑ PERMITS ❑ LT, OF (� STA. REMARKS Test Method Calif. 216 -F METHOD A ❑ B B( MA XIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS IN PLACE MOLD N0. 1"vvi' 20M 3 4 0 INITIAL WT. SPECIMEN z5q cob Z RC P WET WT. AT COMPACTIONG SPECIFICATION: 2. S Q DRY WT. COMP. SPEC. R %MOISTURE >�(�L� a _ CONDITION_ OF MOLD S — HT. COMPACTED SPECIMEN �, Z - - -_ T WET DENSITY CS. VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E — F K -G CONE .1667 — L = K _ (100'", +N) Q = 0 = (100`Z + N) SM. RING .014_3 .1810 R = (P —Q) _ Q V = FACTOR x Q S LG. RING .0302 1 .1969 REMARKS Test Method Calif. 216 -F METHOD A ❑ B B( SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. 12.E 11 i DENSITY I MOISTURE RC TENT. RC = % SPECIFICATION: ❑ BILLING WILL BE MADE AT END OF MONTH •�`. By - RESIDENT ENGINEER (CITY ENGR.) MATERIALS ENGINEER F 3071 -83.2 RELATIVE COMPACTION (SC) _ er Preliminary tests prior to award of contract. r Id1 Control tests on �I moteriols actually entering into works. • COUNTY OF ORANGE ROAD DEPARTMENT Material Testine Section ELATIVE COMPACTI TEST NO. C/ _ 'FIELD NO. 4 p� _ CONT. NO.OR O (W.O. R P.O. OR AHFP) 1\ ,l DATE REPTD. /O—/ -7/ PROJECT Si >i� i Ll - \fit. ., 'LAC '., .'��� VQAIN AGE "NCY rJ N -` SL VIDV'( Y�'li 1-i RESIDENT ENGINEER (INSPECTOR) FAQ -_fie P\f . CONTRACTOR �6 -MA/7 I�T OUTSIDE -® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ SEND REPORT O: CON�Ti ITION iJ AGENCY LOCATION 6iX7 -L� ((�� r S i \J d1_ . RT LT OF (L STA REPRESENTING LIMITS TYPE MATERIAL DEPTH TO �Z.� BELOW FINISHED GRADE DATE Q--2 -(?, --1( TESTED BY: (V \'OQtft,cSbN_..� IN PLACE DENSITY A INITIAL WT. TEST SAND A-6,00 B I WT. SAND _RETAIN _ED _ _ WT. SAND USED k, ,'_ o C DITEST E FI SAND DENSITY VOLUME SAND USED VOLUME CONE + RING 330-1 Al i-k o G VOLUME TEST HOLE 4 H!WT. EXC. SAMPLE + TARE O I TARE WEIGHT P J WET SAMPLE K L WET DENSITY IN PLACE_ DRY DENSITY IN PLACE -i- CORR.MAX.DENSITY METHOD A MOISTURE SAMPLE I FIELD WETWT LAB DRY WT. '1� MOIST. 1v _I SP. GR. ROCK 3 WET WT. ROCK 0 DRY WT. ROCK p� WET WT. -; ` DRY WT. - n P TOTAL DRY WT. 2-4.0 `Y, ROCK CORR.MAX.DENSITY Q REMARKS Test Method Calif. 216 -F r1 LJ 140 130 l METHOD A ❑ B J, SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY A MOISTURE k 1 RC = % TENT. RC =(S4,8 % SPECIFICATION: NL`% ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) ASS MA TERrA LS ENGINEER RELATIVE COMPACTION (SC) F 3011 -83.2 i I MAXIMUM DEiNi''SITY RATHOLE DATA MOLD N0.4 1v 2 3 4 0 INITIAL WT. SPECIMEN p� P WET WT. AT COMPACTION 2-4.0 . Q DRY WT. CAMP. SPEC. R %MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN I T WET DENSITY VI DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D I UNIT CONE +UNIT G =E - F K = J +G CONE 1 - L = K - (100° +N) Q = 0 + (1007, + N) SM. RING _.1667 .0143 1 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F r1 LJ 140 130 l METHOD A ❑ B J, SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY A MOISTURE k 1 RC = % TENT. RC =(S4,8 % SPECIFICATION: NL`% ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) ASS MA TERrA LS ENGINEER RELATIVE COMPACTION (SC) F 3011 -83.2 i I I. • I—I F�`reliminury tests prior to'ward al centra't. COUNTY OF ORANGE ROAD DEPARTMENT WT. SAND RETAINED ]LQ -,CSo -4, C)'.40 C Material Testing Section TEST NO. C— _ TEST SAND VOLUME SAND USED VOLUME CONE + RING E FI k0 FIELD NO. O� Control tests on RELATIVE OMPA TION W.O ?OR P.OROR ARFPI materials actually I TARE WEIGHT ,3. (' 0 z j Q entering into works. y _ 4{y p,, K L WET DENSITY IN PLACE DRY DENSITY IN PLACE If contract, use contract item DATE REPTD. (\ C f` �• ;"AGENCY (1 PROJECT CONDI TI ON_0_F MOLD___ RESIDENT ENGINEER (INSPECTOR) =�tcc�-lYs-L CON RACTOR O-(L ST- SEND REPORT CONS T UC��Iy{m(-�''7N `(� AGENCY 9 MAJNTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION_ �us_T-S a/R- -• RT LT OF CL STA REPRESENTING LIMITS V DRY DENSITY TYPE MATERIAL DEPix CaL• TO BELOW FINISHED GRADE DATE ^Z8' �� TESTED BY: �'�a(LJJti IaO Z�' t4t�C. VOLUMES, C.F. IN PLACE DENSITY_ A INITIAL WT. TEST SAND .4Q B WT. SAND RETAINED ]LQ -,CSo -4, C)'.40 C WT. SAND USED D _ TEST SAND VOLUME SAND USED VOLUME CONE + RING E FI k0 4G VOLUME TEST HOLE �.�C)o H! WT. EXC. SAMPLE + TARE I Z 1 ,00 I TARE WEIGHT ,3. (' 0 z j Q J WET WT. EXC. SAMPLE K L WET DENSITY IN PLACE DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD WET WT. _— i- __.._.._. LAB DRY WT. MOIST. M _L— N SP. GR. ROCK 2 WET WT. ROCK 4 DRY WT. ROCK_ INITIAL WT. SPECIMEN WET WT. - a_ DRY WT. - TOTAL DRY WT. WET WT. AT COMPACTION ROCK CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F i a- 140 .l,' METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Z MOISTURE _r iol RC = q&<29= ��_ % TENT. RC= S % SPECIFICATION: NL_7 ❑ BILLING WILL BE MADE AT END OF MONTH BY • RESIDENT ENGINEER (CITY NGR -) ,� MATERIALSENOINEER E RELATIVE COMPACTION (SC) i F 3011 -83.2 .m " MAXIMUM DENSITY THOLE DATA MOLD NO 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION '-Z 4 00 Q DRY WT. COMP. SPEC. R o MOISTURE CONDI TI ON_0_F MOLD___ S I HT. COMPACTED SPECIMEN 1 T WET DENSI TY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D I UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L = K = (100 -1 +N) Q = 0 + (1007 + N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F i a- 140 .l,' METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Z MOISTURE _r iol RC = q&<29= ��_ % TENT. RC= S % SPECIFICATION: NL_7 ❑ BILLING WILL BE MADE AT END OF MONTH BY • RESIDENT ENGINEER (CITY NGR -) ,� MATERIALSENOINEER E RELATIVE COMPACTION (SC) i F 3011 -83.2 .m " f COUNTY OF ORANGE H lb ROAD DEPARTMENT it ED PRELIMINARY TESTS PRIOR MATERIAL TESTING SECTION TO AWARD OF CONTRACT. • • CONTROL TESTS ON ACTUALLY ENTER NG INTO(WORKS. RELATIVE C O M P A C T I O N MATERIAL TESTED C• --t -S-L' I�{ TEST NO: C —T / 3S' THRU 4134% SHEET NO � 0 T4— CONT- NO .' W:O., �I ,1 y 1l\P1.O., -AHFP 4Z4—T ®ATF RFPnQTFn Idtb -9-71 PROJECT L--\V / RESIDENT ENGINEER (INSPECTOR) COTRACTPOR OQ.T H SEND REPOR//TTO: CONSTRUCTION PERMITS ❑ SUBDIVISION 'j OUTSIDE AGENCY g DATE , ! TESTED By MC] C- ?1501 S DENSITY STD. COUNT— 231 MOISTURE STD, COUNT— IN PLACE DENSITY (NUCLEAR GAUGE CALIF 231 ' I LAB NO. C- 3 4M 4937 4 93$' 4 9 DENSITY SITE `' COUNT STREET Q MATERIAL 'S S A STATION DIST. FROM CL I 13' .. 1 I `, I , 1 C— Z ELEVATION PROBE DEPTH MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 REMARKS: ��rl G" R.t�TE (Z, RESIDENT ENGINEER (City Engineer) AREA RELATIVEC /- MAXIMUM DENSITY ^� AVERAGE AREA RC - n REQUIRED RC AREA EJECTED•- !` DENSITY COUNT MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 REMARKS: ��rl G" R.t�TE (Z, RESIDENT ENGINEER (City Engineer) AREA RELATIVEC /- MAXIMUM DENSITY ^� AVERAGE AREA RC - n REQUIRED RC AREA EJECTED•- !` (y END OF MONTH BILLING BY F- 3011 -126.1 RELATIVE,- 6:IWACTIIN -(14, P `?. S CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT 10/70 PROGRESS PAYMENT REQUEST NO.j! Retention FOR PERIOD Lt ,'G January 20, 1972 PROJECT SHORECLIFF ROAD COMBINED PROJECTS BUDGET NO. 02- 5597 -231 CONTRACT NO. 1328 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1. A.C. Pavement $ 15.00 /Ton 2. "A" Curb & Gutter 5.00 /LF 3. "B" Curb 4.00 /LF 4. P.C.C. Sidewalk 1.00 /SF 5. Remove and Replace Brick.Walks, etc. 1,000.00 /L.S 6. P.C.C. Stairway 1,000.00 /L.S 7. P.C.C. Drive Approach 1.00 /SF 8. P.C.C. Cross Gutter 0.70 /SF 9. 18 -inch A.C.P. Class II 40.00 /LF 10. 18 -inch A.C.P. Class III 50.00 /LF 11. S. D. Inlet 900.00 /L.S 12. Abandon S. D. & Jct. Box 200.00 /L.S 13. Outlet Structure and Rip -Rap 900.00 /L.S 14. 4 -inch P.V.C. Area Drain 25.00 /EA 15. 4 -inch P.V.C. Force Main 20.00 /LF 16. Manhole No. II 600.00 /L. . 17. 1 Survey Monument 100.00 /EA Original Contract Extras to Date Contract to Date Amount Earned $37,362.20 Less 10% Retention - -- Less Previous Payments $35,499.95 Amount Due this Request $ 1,862.25 z Send payment to: (/ ^ Bomar Construction Company 248 E. Highland, Suite 9 San Bernardino, California 92404 I hereby certify that the above amounts and values are correct. SIGNED �/y%i�- �� SIGNED Field En 'veer Contractor BY r Y r. tx � °_'iJj 2f4 December 13, 1971 P �9 TO: CITY COUNCIL FROM: Public Works Department SUBJECT: ACCEPTANCE OF SHORECLIFF ROAD - COMBINED PROJECTS (C -1328) RECOMMENDATIONS: 1. Accept the work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the bonds 35 days after Notice of Completion has been filed. DISCUSSION: The contract for the construction of the Shorecliff Road Combined Projects has been completed to the satisfaction of the Public Works Department. The bid price was: $379235.00 Amount of unit price items constructed: $370362.20 Amount of change orders: - Total Contract Cost: $370362.20 Funds for the project were budgeted in Account No. 02- 5597 -231. The contractor is Bomar Construction Company of San Bernardino, California. The contract date of completion was December 17, 1971. All work was completed by November 5, 1971. ublic PD /ldg vlin Director 4 e �^ t "r DEC 13 IQ71 V;,� CITY OF #PORT BEACH - PUBLIC WORKS DEP WENT 10/70 PROGRESS PAYMENT REQUEST NO. 3(F) FOR PERIOD ENDING November 12, 1971 PROJECT SHORECLIFF ROAD, COMBINED PROJECTS BUDGET NO.. 02- 5597 -231 CONTRACT NO. 1328 ITEM NO. I CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1. A.C. Pavement $ 15.00 /Ton 166 Tons $ 2,490.00 2. "A" Curb & Gutter 5.00 /LF 56 LF 280.00 3. "B" Curb 4.00 /LF 296 LF 1,184.00 4. P.C.C. Sidewalk 1.00 /SF 693 SF 693.00 5. Remove and Replace Brick Walks, etc. 1,000,00 /L.S 100% 1,000.00 6. P.C.C. Stairway 1,000.00 /L.S 100% 1,000.00 7. P.C.C. Drive Approach 1.00 /SF 160 SF 160.00 8. P.C.C. Cross Gutter 0.70 /SF 636 SF 445.20 9. 18 -inch A.C.P. Class II 40.00 /LF 196 LF 7,840.00 10. 18 -inch A.C.P. Class III 50.00 /LF 36 LF 1,800.00 11. S. D. Inlet 900.00 /L.S 100% 900.00 12. Abandon S. D. & Jct. Box 200.00 /L.5 100% 200.00 13. Outlet Structure and Rip -Rap 900.00 /L.S 100% 900.00 14. 4 -inch P.V.C. Area Drain 25.00 /EA 2 EA 50.00 15. 4 -inch P.V.C. Force Main 20.00 /LF 891 LF 17,820.00 16. Manhole No. II 600.00 /L. 1 EA 600.00 17. 1 Survey Monument 100.00 /EA ....... - I . ...... - Original Contract 37,235.00. \� Extras to Date / Contract to Date Amount Earned 37,362. 0' Less 1K Retention 1,861. 5 ��`:... a, Less Previous Payments 31,385. \5-; Amount Due this Request 4,114.2 " $ 37,362.20 Send Payment To: Bomar Construction Company 248 E. Highland, Suite 9 San Bernardino, California 92404 4. I hereby certify that the above amou s;and.v-are correct. SIGNED �r� SIGNE Field gineer. E t 029 --)/ BY _ -- --- - - -- - -- - -- ------ - - - --- - - - --- -_ -- -- - - - -=- fir-• -• . CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST Not 2 FOR PERIODA_41I�9__, PROJECT BUDGET NO. 02- 5597 -231 PROJECTS f `t 10/70 October 20, 1971 CONTRACT NO:� 1328 ITEM I NO. I CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1. A.C. Pavement $ 15.00 /Ton 2. "A" Curb & Gutter 5.00 /LF 30 LF 150.00 3. "B" Curb 4.00 /LF 340 LF 1,360.00 4. P.C.C. Sidewalk 1.00 /SF 500 SF 500.00 5. Remove and Replace Brick Walks, etc. 1,000.00 /L.S 15% 150.00 6. P.C.C. Stairway 1,000.00 /L.S 7. P.C.C. Drive Approach 1.00 /SF 200 SF 200.00 8. P.C.C. Cross Gutter 0.70 /SF 625 SF 437.50 9. 18 -inch A.C.P. Class II 40.00 /LF 205 LF 8,200.00 10. 18 -inch A.C.P. Class III 50.00 /LF 36 LF 1,800.00 11. S. D. Inlet 900.00 /L.S 100% 900.00 12. Abandon S. D. & Jct. Box 200.00 /L.S 100% 200.00 13. Outlet Structure and Rip -Rap 900.00 /L.S 100% 900.00 14. 4 -inch P.V.C. Area Drain 25.00 /EA 2 EA 50.00 15. 4 -inch P.V.C. Force Main 20.00 /LF 890 LF 17,800.00 16. Manhole No. II 600.00/L. S. 1 EA 600.00 17. 1 Survey Monument 100.00 /EA Original Contract $37,235.00 Extras to Date Contract to Date Amount Earned 33,247.50 Less 10% Retention 1,861.75 Less Previous Payments 8,775.00 Amount Due this Request 22,610.75 33,247.50 -- DV !o Zy- X SeL payment to: 1, Bomar Construction Co. ` . ZYB Gr HGsi c,i.�.0 b o 5'4 &e e".cp..ro C.0 9ZY011 I hereby certify that the above amounts and values are correct. STONED SIGNED /C Field fin gineer -' ctor BY C CITY OF NAT BEACH - PUBLIC WORKS DEPARTh11ENT 10/70 PROGRESS PAYMENT REQUEST NO. 1 FOR PERIOD ENDING September 20, 1971 PROJECT SHORECLIFF ROAD COMBINED PROJECTS BUDGET NO. 02 -5597 -231 CONTRACT NO. 1328 ITEM NO. CONTRACT ITEM CONTRACT " PRICE PERCENT COMPLETE AMOUNT EARNED 1. A.C. Pavement $ '15.00 /Ton 2. "A" Curb & Gutter 5.00 /LF 3. "B" Curb 4.00 /LF 4. P.C.C. Sidewalk 1.00 /SF 5. Remove and Replace Brick Walks, etc. 1,000.00 /L.S 15% 150.00 6. P.C.C. Stairway 1,000.00 /L.S 7. P.C.C. Drive Approach 1.00 /SF 8. P.C.C. Cross Gutter 0.70 /SF 9. 18 -inch A.C.P. Class II 40.00 /LF 144 LF 5,760.00 10. 18 -inch A.C.P. Class III 50.00 /LF 11. S. D. Inlet 900.00 /L.S 12. Abandon S. D. & Jct. Box 200.00 /L.S 13. Outlet Structure and Rip -Rap 900.00 /L.S 14. 4 -inch P.V.C. Area Drain 25.00 /EA 15. 4 -inch P.V.C. Force Main 20.00 /LF 192 LF 3,840.00 16. Manhole No. II 600.00 /L 17. 1 Survey Monument 100.00 /EA Original Contract $37.235.00 Extras to Date Contract to Date Amount Earned 9,750.00 Less 10% Retention 975.00 Less Previous Payments -0- Amount Due this Request $ 8,775.00 I hereby certify that the above amounts L✓ y -T9,766.00 ar Construction Co. P.O. Box 433 Cedar Glen, California 92321 and va ' e correct.,.' SIGNED,, SIGNED :' - ,6✓a- »...��, ,:,:3 /• Field En ineer 4htrac or�' BY Sept"er 24, 1971 Bo -Mar Construction Company Post Office Box 433 Cedar Glen, California 92321 Subject: Snorecliff Road Combined Projects Contract 1328 Gentlemen: Enclosed for your files is a fully- executed copy of the subject contract. As stated in the pre - construction conference and in the project Special Provisions, all work. must be completed prior to December 17, 1971. Very truly yours, E. L. McDonald Design Engineer ELM/bg Encl. CALIFO ,i IA PRELIMINARY P�,OTICE IN ACCORDANCE WITH SECTION 119. ALIFORNIA CODE OF CIVIL PROCEDURE AND SECTION 421 ALIFORNIA GOVERNMENT CODE (EFFECTIVE THROUGH DECEMBER 31, 1970) AND IN ACCORDANCE WITH SECTION 3097 AND 309B, CALIFORNIA CIYIL CODE (WHEN SUCH SECTIONS BECOME EFFECTIVE JANUARY 1, 1971.) THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT . . . This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION •(213) 282 -7t5i CONSTRUCTION LENDER or Reputed Construction Lender, if any CpgCars, -OWL ROCK PROD. _ (name of persor, or firm furnishing labor, services, equip- 1 7391 Talbert Ave. SAM AS ment or material) Htmti=ton Beach, Calif. (address of person or firm furnishing labor, services, equip - Lment or material) has furnished or will furnish labor, services, equipment or FOLD HERE materials of the following g general description: W(general description of the labor, services, equipment or ready sixed concrete N material furnished or to be furnished) for the building, structure or other work of improvement i E located at:SHORBCyI$B DRMnCombi�B Projeet OWNER or PUBLIC AGENCY (address or description of job site Ror Reputed Owner (on public work) C I if - private work) �en ient for identification) —7 I The name of the person or firm who contracted for the put - chase of such labor, services, equipment or material is: C CITY OF BEACH Attn: Steve Backman O 3300 Revport Blvd. BOMAR CONSTRUCT'TOR CO. Nevport Beach Ca11f. (name and address of person or firm) L J P. O' BOX 433 P Construction loan no. (if known) CRDAR GT$la CAIdF. Y FOLD "ERE An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is. $,1+ (Dollar amount must be furnished to construction lender - optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. ORIGINAL CONTRACTOR or Reputed Contractor, if any j Dated: September 22, 1971 F J A . .( t, Cr. NRr. ( SAM AS -- (signature) (tide) Telephone Number 7 L J This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION •(213) 282 -7t5i PRELIMINARY NOTICE CALIFORNIA MECHANICS' LIEN AND STOP NOTICE In accordance with Section 1193(c) of the California Code of Civil Procedure, you are hereby notified that "if bills are not paid in full for labor, services, equipment or materials furnished, or to be furnished, the improved property (described below) may be subject to mechanics' liens." TO City of whose address is 3300 Ne AND TO whose address is AND TO whose address is port Beach (Name of owner, reputed owner, or public agency) Boulevard, Newport Beach, California 92660 (Name of construction lender or reputed lender) (Name of original contractor or reputed contractor) YOU ARE HEREBY NOTIFIED that the undersigned has furnished or will furnish the following labor, services, equipment or materials: Transite Storm Drain Pipe and Plastic water pipe for the structure, building, or other work and improvement located at Shorecliff and Morning Canyon Road (Address or description of lob site) Newport Beach, Contract #1326 The person who contracted for the purchase of such labor, services, equipment or matetial (if a public work —the name of the party to whom said labor, services, equipment or materials were furnished or to be furnished) is: Bo—Mar Corporation (Name) P.O. Box 433. Cedar Glen (Address) 92321 NOTICE TO CONSTRUCTION LENDER ONLY: Estimated total price of the labor, services, equipment or materials described herein is wOLCOTTS FORM 1510 -11-e7 Martin Johnson Water Works Supply Co. Vim• - (Person or firm furnishing labor, service, equipment or materials) h r P.O. Box 806 � (Address) Tustin, California 92680 (Please note reverse side) CALIF040A PRELIMINARY 400TIC In Accordance With Section 1193, California Cede Of Civil Procedure and Section 4210, California Government Cede YOU ARE HEREBY NOTIFIED THAT . . . CONSTROCTION LENDER or Reputed Construction Lender, if any CB 479 i _ .. .� (name of person or firm furnishing labor, services, equip- ! NONE CraRfm4 r Corp ment or material) 1524 N Potrero Ave (address of person or firm furnishing labor, services, equip - 1_ $a El Monte, Calif 91733 ment or material) has furnished or will furnish labor, services equipment or materials of the following general description: FOLD HERE 0 $,urn9 ah rsrsly znige htttadvare for (general description of the labor, services, equipment or W COAstrLlCtiOR of atillarm drEin wtructuren material furnished or to be furnished) N for the building, structure or other work of improvement E located at: Canyon (address or description of job site OWNER or PUBLIC AGENCY Ror Reputed Owner (on public work) zu iDen for i enit tcation) (on private work) The name of the person or firm who contracted for the pur- chase of such labor, services, equipment or material is: C Dept. of Public Works City Halt sa" wsafecws 0 3300 Newport Blvd Newport, Calif. P.O. Dox 433 P L J War Glen. Calif 92321 (address of above person or firm) Y An estimate of the total price of the labor, services, equip - FOLD HERE ment or materials furnished or to be furnished is: ORIGINAL CONTRACTOR or Reputed Contractor, if any IF BOOR Comm P.O. Box 433 Cedar Clan, Calif 92312 $01FANNIIISM (this must be furnished to construction lender — optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. Dated: chef ex vice at This form is recognised by the following organisations: BUILDING MATERIAL DEALERS CREDIT ASSOCIATION CALIFORNIA BUILDING MATERIAL DEALERS ASSN. CALIFORNIA LICENSED CONTRACTORS ASSOCIATION LUMBER ASSOCIATION OF SOUTHERN CALIFORNIA CITY OF NEWPORT BEACH CALIFORNIA Boo --Mar Construction Company Post Office box 433 Cedar Glen, California 92321 City Hall 3300 W. Newport Blvd. Area Code 714 673 -i110 August 25. 1971 Subject: Shorecliff Read - Combined Projects (Alternafa "A ") C -1328 Gentlemen: The City Council awarded the subject contract to you on August 23, 1971. Enclosed are four copies of the contract documents for the construction of the project. It will be necessary for you to execute and return a Material and Labor Bond for 50% value of the contract amount; a Faithful Performance Bond for 100% of contract amount; and four copies of the contract. The date of the contract is to be left blank, and it will be filled in when the City executes the agreement. The processed contract documents will be distributed as follows: (1) City Clerk, (2) Public Works Department, (3) Contractor, and (4) bonding company. In addition to the above documents, please submit certificates for public liability and property damage insurance and workmen's compensation insurance. THE FOLLOWING INSURANCE REQUIREMENTS MUST BE STRICTLY FOLLOWED: 1. The City of Newport Beach is to be named as an additional insured on the public liability and property damage insurance. The public liability and property damage policies shall be endorsed as follows: "It is hereby understood and agreed that the policy to which this certificate refers may not be cancelled, materially changed, nor the policy allowed to lapse until ten (10) days after receipt by the City Clerk of the City of Newport Beach, City Hall, Newport Beach, California, of a registered written notice of such cancellation or reduction in coverage." f Page Two 2. The minimum limit of the insurance shall be as follows: A. Limit of liability for bodily injury or accidental death: Each person $250,000 Each accident $500,000 Aggregate products $500,000 B. Limit of liability for property damage: Each accident $100,000 Aggregate protective $500,000 Aggregate try $500,000 r Aggregate con 1 $500,000 A-� 3. A signed certification regarding workmen's compensation insurance shall be as follows: "I am aware of and will comply with Section 3700 of the Labor Code, requiring every employer to be insured against liability for workmen's compensation or to undertake self- insurance before commencing any of the work." The specifications require that all of the above documents be executed and returned to the City within 10 days (not including Saturday, Sunday and Federal Holidays) after they have been mailed to you. Very truly yours, Lave Sucknam Project Engineer CS8 /bg Encl. cc: Insurance company P. S. THE ENCLOSED DOCUMENTS MUST BE RETURNED TO US WITHIN TEN DAYS, ALONG WITH THE INSURANCE CERTIFICATES AS DESCRIBED ABOVE. PLEASE FORWARD THE SECOND COPY OF THIS LETTER TO YOUR INSURANCE COMPANY. AND REQUEST THAT THEY PREPARE THE INSURANCE CERTIFICATES FOR WORKMENS COMPENSATION AND PUBLIC LIABILITY AND PROPERTY DAMAGE. CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 August 24, 1971 Subject: Shorecliff Road - Combined Projects . Storm Drain, Gravity Sewer, and Sewer Force Main Alternate "A" - Alternate "B" Gentlemen: This is to inform you that City Council awarded Alternate "A" of the subject contract to Bo -Mar Construction Company of Cedar Glen, who submitted the low bid of $37,235.00. We wish to thank you for submitting a bid and hope that you will continue your interest in future projects for the City of Newport Beach. Very truly yours, Steve Bucknam Project Engineer CSB /bg LETTERS SENT TO THE FOLLOWING: Card Construction Co., Inc. 16642 Construction Way West, S.A. Lynam -Wood Const., Inc. 2435 E. Coast Hwy, CDM Kordick & Son, Inc. 5062 N. Elton St., Baldwin Park Urban Pacific Cons. Co., Inc. 2969 Junipero, Long Beach G. W. Shore Const.,Co. 14089 Nona Lane, Whittier, CA COPY STRAIGHT WIRE 2:30 P.M. AUGUST 4, 1971 MR. ROBERT JOHNSON OR MR. RAYMOND BLUFF P. 0. BOX 433 CEDAR GLEN, CALIFORNIA 92321 TELEPHONE (714) 337 -3072 RE: SHORECLIFF ROAD COMBINED PROJECTS C -1328 IT IS ESSENTIAL THAT YOU BRING IN PERSON A COPY OF YOUR FINANCIAL STATEMENT TO THIS OFFICE NO LATER THAN THURSDAY NOON, AUGUST 5, 1971. STEVE BUCK14AM PROJECT ENGINEER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT O c . - to (;��?• cn L3 a a 3 . mQ-ar. rq v \ �V i R`etia< Xx v � IL -1aj�R• It RN .. a 1� .iit (1 N fl `� ck s� Fv���n�ia� Z;-- , D o 4� \ 0 rA A %4% i lik �6: It- jzt vu I° N I° ..I }� 1 7, i° I$ ic° I`.1' I.: l0 1 i• I° f c f.fo ° f` t: i t. l �Nll 1 t ;� , � � :� -� to � r� � . � � n •� <; F i s max t;k�� @@ S4 Z 0 1��.` Olt (y � Ea to a o I° t Ig o 1,2: O c . - to (;��?• cn L3 a a 3 . mQ-ar. rq v \ �V u x rn n a J rn O zM+7 0 v7Z? i L� U3V-ir I I I* lei Akk � I1I1 k c 3 S s z a fA JD tl g g Q \ vp6iOk _ E& Z G(� I" +l-�O I W \�� °Rr r,( -P F.lahl�I.i Ih IR ° b `g �� �o � gm�ti rA r tia wx t� 6! � 4 .ni r ppuRlp "J � pl 4Np m ��p N ii 00 Ul (» �+(Nj1�� 171 V S 1° I� i? � 1 13 ¢ i� 1': 1- I' ie _ I° la ►u i> ((, 1� v '� Isit t,I I °i: It'I?I "�inl °j$h I °I Y to tat ut W Iv \N a `\ za 14r W to \ D ta ttr a RBgo`'"oNogooNtiB co \� 1n o Z T l •A S � � R Ps o g p ra O N S� p O � p� 6 v Z D rn O zM+7 0 v7Z? i L� U3V-ir I I I* lei Akk � I1I1 k c 3 S s z LICENSED BONDED INSURED DEZAROV BROS. CO. SEWER AND STORM DRAIN CONSTRUCTION 12041 PASEO BONITA, LOS ALAMITOS, CALIFORNIA PHONE: 598-4110 August 18, 1971 Ed Mc Donald, Design Engineer City of Newport Beach, 3300 Newport Blvd., Newport Beach, California 92660 Dear Sir; The following are a list of our most recent Sewer /& or Storm Drain jobs. OWNER CONT.,� DATE COMP. APPROX. SCOPE City of Manhattan Bch. 4/1/69 10,000.00 City of La Habra 9/7/69 149000.00 Division of Hwys. 9/24/69 25,000.00 (State of Calif.) City of Los Angeles 38644 1/27/70 34,000.00 Bob's Big Boy 04762 9/23/70 2,000.00 (Rust. -Amer. Const.) City of Los Angeles 39766 9/24/70 429000.00 City of Los Angeles 39942 2/25/71 27,000.00 City of Los Angeles 1621 7/7/71 31,000.00 (Bd. of Harbor Com.) City of Pasadena 8479 8/12/71 30,000.00 Dept. of Water & Power (now in progress) 109000.00 Yours truly, Wm. J. ezafrov� 0 QOe� \C ,1g�1 Page Business Financial Statement TO' Office CROCKER- CITIZENS NATIONAL BANK ( Qme. ,4E� ,ao i/ POS Gal AC2AA)y $1 lLi .s DR24 RO V Address 0 ,oszu 13ylvl %2 / ?' LS Business SZWC :F °. ;eV -' i' /o/✓ _ Statement of Financial Condition of this ❑ Proprietorship X Partnership ❑ Corporation on :7-VVe :7-VV 1197, ASSETS A AMOUNT L LIABILITIES A AMOUNT C Cash an Hand B BOO G GO A Accounts Payable - Trade 5 5 2 237 I I6 u/ Cash in Crocker - Citizens Notional Bank ` `Jr'aq 8 8s)C A Accounts Payable Others — — Cash In Other Banks (Detail) Notes Portable to Cracker- Citizens National Bank Accounts Receivable ISchedule 1) N Notes Payable Other Banks (Schedule 5) Notes Receivable Schedule 1) / / N Notes Payable - Others(Delnli) Merchandise Inventory (Schedule 21 . .�. Due to Affiliates (Schedule 9) Readily Marketable Secarities ISchedule 31 � �'O a c c0 D Due to Principals or Stockholders ISchedul6 9) . .� Cash Su+ render Value of Life Insurance ISchedule 4) E Equipment Debt on Contracts or Mtges. ISchedule B) Income Taxes and Tax Reserves � ��� 0 00, _ I Other Accrued Taxes Land & Buildings —Net (Schedule 6) O Other Accrued liabilities Machinery & Equipment —Net ISchedule B) . . AO ;2oa 0 00 to Y Yoe W W " T TOTAL CURRENT LIABILITIES t - Investments in Affiliates ISchedule 91 R Real Estate Mortgages (Schedule 7) - Other Investments ISchedule 3) O Other Long Term Debt (Detail) " " Due from Affiliates ISchedule 9) T I TOTAL LIABILITIES Y Y0 Due from Principals or Stockholders Schedule 9) R Reserves (Detail) Other Receivables Prepaid Expenses—Defened Charges + + l NET WORTH (Schedule 10) � OIN 7 l TOTAL ` {� N I ,may TOTAL / �3/O O Y.1,5 /09 Operating Record for the= month period ending on the above date. PROFIT & LOSS STATEMENT �s i;_ AMOUNT RECONCILIATION OF NET WORTH AMOUNT NET SALES NET WORTH at beg'mning of period Less Cost of Goods Sold: Net Protit for period Opening inventory I New Capital Purchases Other Additions' Manufacturing Casts TOTAL Total Withdrawals or, Dividends Less: Closing Inventory Other Deductions' TOTAL COST OF GOODS SOLD Less Total Deductions " GROSS PROFIT NET WORTH on this Statement (Schedule 10) _ _Less Op.rating Expense. "It other additions or deductions involve importan VOmoGnls,..Rleose give details Selling Expense r r Administrative Expense .. :� P ...._._. __....— General _ Expense _ TOTAL OPERATING EXPENSE ' �'"_�_'*� _OPERATING PROFITS - ."w Add: Other Income Furnish below amounts of the o _ Less: Other Deductions expenses included on the Profit & Loss Statement at left. PROFIT BEFORE TAXES - Depreciation & Amortization federal 8 State Income Toxes Provision for Bad Debts NET PROFIT Salary to Proprietor, Partners or Executive Officers st e.a leer, a -eel PLEASE COMPLETE ALL APPLICABLE SCHEDULES AND SIGN-ON PAGE st e.a leer, a -eel PLEASE COMPLETE ALL APPLICABLE SCHEDULES AND SIGN-ON PAGE Schedule I Accounts & Notes Receivable, Customer pESCwIImON Accounts Receivable Notes Receivable Due from Customers on statement date - Current Under '3 J days old) C r [0 `S Due from Customers on statement dote - Post Due /'✓/GRI3g R AEPT, _ _ .. TOTAL _ Less Reserve for Bad Debts b G" O LID j WHICH CARRIED STATEMENT an Se JN TOTAL ON THIS STATEMENT Eu0 ou JU I'mished Goods Goods in Process Raw Materials Supplies ' Goods in Transit Out on Assignment Other TOTAL Less Reserve TOTAL ON THIS STATEMENT Schedule 3 Readily Mehetable Securities and Other Investments By whom was this inventory taken! Based on O physical or n estimated inventory? Valued at Q cost O market, or what other valuation? Amount of liens on inventory Amount consigned to us by suppliers Amount of purchase commitments N a. .1 WA.AE BONG pESCwIImON LISTED SECURITIES UNLISTED SECURITIES T AT WHICH 'ED ON THIS si TAAA NT MARKET WHICH CARRIED STATEMENT VALUE NOW Se JN <`a <%(N�fd /� %PcR'n �T• Eu0 ou JU TOTAL In whose name are these securities carried? INBUwE BENEFICIARY FACE AMOUNT CASH vw WE 1.OA TOTAL TOTAL Schedule 5 Notes Payable - Other Banks NAME OF BANK AND ADDRESS METHOD OF BORROWING I UNGICUNEO. C.ILA1E.Al. GUARANTY. ETC INTERcAT RATE UNPAID BALANCE TOTAL Schedule 6 Land and Buildings Page 3 IxOM To w«OMP • r 'INCOMEIMPROVEMENTS VALUATION O STATEMENT TYPE OF EQUIPMENT . IYE.FS1 LOCATION AND TITLE IN NAME OF NET YILUE -IRS...' 2 .. ..3 2 i7� o jq' $ Pe 3 is aoo ro X/11 4 b per 4 _ 5 $ Per Schedule 91nvestments in Affiliates, and Due From or Due to AHillotes, Principals, or Stockholders 5 6 $ pet. FROM Av PIOATES. Pg14. R ST.c— or-DER. DUE TD A ,TES .nlx ao.LS. TOC... LDER5 6 - TOTAL ON THIS 57ATEMENi TOTAL Schedule 10 Net Worth Details SM.NCS IF CAPITAL ACCDU«T LESS RESERVE FOR DEPRECIATION .IECO Ool. —NoiND .TED "LLE MCS OF P 1 DW4EP5 COUP. TOTAL ON THIS STATEMENT,`. ... .. Schedule Real Estate thad000es DN SC «ED, ITEM x To w«OMP • r«e •"T` c BALANCE TYPE OF EQUIPMENT . IYE.FS1 $ per gi NET YILUE DEST 2 .. ..3 $ per i7� o jq' $ Pe d ocl: oc is aoo ro X/11 4 b per 5 $ Per Schedule 91nvestments in Affiliates, and Due From or Due to AHillotes, Principals, or Stockholders 6 $ pet. FROM Av PIOATES. Pg14. R ST.c— or-DER. DUE TD A ,TES .nlx ao.LS. TOC... LDER5 TOTAL ON THIS STATEMENT Schedule 8 Machinery & Equipment ' HAT TYPE OF EQUIPMENT . IYE.FS1 GROSS VALUE DEPRECATION RESERVE NET YILUE DEST i7� o jq' sov o d ocl: oc is aoo ro X/11 D?Y,�fK 30v c- TOTAL ON THIS STATEMENT Schedule 91nvestments in Affiliates, and Due From or Due to AHillotes, Principals, or Stockholders RARE v, L,.TE DP ,v,D , v 4T ,« . PIL�ATES FROM Av PIOATES. Pg14. R ST.c— or-DER. DUE TD A ,TES .nlx ao.LS. TOC... LDER5 - TOTAL ON THIS 57ATEMENi Schedule 10 Net Worth Details SM.NCS IF CAPITAL ACCDU«T STRUCTURE IF A COUPOP.TION .IECO Ool. —NoiND .TED "LLE MCS OF P 1 DW4EP5 COUP. PAgTry ERS «IP ... .. Preferred Stock sh. sh. Common Stock sh. sh. Paid in Surplus Other Capital Surplus Earned Surplus TOTAL NET WORTH ON THIS STATEMENT " S Please furnish such of the following information as has not been previously submitted or which has changed since last furnished. Page 4 r` CONTINGENT AS GUARANTOR OR ENDORSER FOR AS ENDORSER ON ACCEPTANCES, NOTES OR CONTRACTS DIS. LIABILITIES $ CO V NTED OR SOLD. FOR MERCHANDISE CONSIGNED' BOOK ACCOUNTS SOLD OR ARE THERE ANY JUDGMENTS. SUITS. OR CLAIMS FOR TAX TO US BY SUPPLIERS NOT D15µ OUNTED. DEFICIENCIES PENDING OR IN PROSPECT? SXOWN ON '.IS STATEMENT. +� WITHOUT (] '$ RECOURSE L!RECOVRSE �$ UNFILLED ORDERS OR CONTRACTS WITH CUSTOMERS, PURCHASE COMMITMENTS COMMITMENTS FOR EOUIPMENr AND FIXTURES, $. ;5 COMMITMENTS FOR FUTURE BUILDING CONSTRUCTION. OTHER COMMITMENTS fOESCRIBEI is '$ 1 BY WHOM WAS THIS STATEMENT PREPARED? FISCAL YEAR ENDS ON: HOW OFTEN ARE BOOKS Ifl ACCOUNTING BALANCEOI ARE BOOKS AUDITED BY AN OUTSIDE ACCOUNTANT? IF YES. BY WHOMI DOES ACCOUNTANT PREPARE A YEAR THROUGH WHICH I SIGNED REPORT? INCOME TAKES CLEARED. RECEIVABLES USUAL SELLING TERMS DO ANY RECEIVAROCS q AND MERCHANDISE OUT ON CONSIGNMENT? PAYABLES i$ USUAL BUYING TERMS ARE OISCOU NT5 CUSTOM ARE ANY PAYABLES AMOUNT OF PAYABLES PAST ARILY TAKEN' AST DUE! DUE AT STATEMENT DATE I� DOES YOUR B 5 N ESS IF 50, INDICATE HIGHEST PAYABLES HIGHEST RECEIVABLES HIGNE5TINVENTORY (HIGHEST SALES s.N L MUci OF: PEAKS? ARE ANY PREMISES RENTED FROM OTHERS? PRESENT MONTHLY RENTAL DATE LEASE EXPIRES OCCUPANCY s HAS COVERAGE BEEN REVIEWED RECENTLY FIRE INSURANCE ON BUILDINGS IRE INSUR. ON EOUIP,B FIXTURE FIRE INSUR, ON MERCHANDISE INSURANCE BY AN INSURANCE BROKER OR ADVISOR' { s PUBLIC LIABILITY ON OWNED AVTCGA PROPERTY DAMAGE ON OWNED AUT05 P,L, a P,D. ON NONN -OWNED AUTOS P,L, ON BUILDING AND ELEVATORS S s $ rI CHECK WHICH EXPLOSION INS. ❑ STEAM BOILER J R AUTO FIRE. THEFT BUSINESS INTERRUPTION O PRODUCTS LIABILITY OF THE FOLLOW- ING ARE CARRIED. ❑ RIOT Al. ATRINE AUTO COLLISION WORKMAN'S COMPENSATION 0 ROBBERY OR BURGLARY MACry+NERY BREAKDOWN IS THE EXTENDED COVERAGE ENDORSE. DO ANY POLICIES CONTAIN BASIS IS ANY INSURANCE ON A MONTHLY ARE EMPLOYEES HAVING CUSTODY OR C RENT ATTACHED TO FIRE POLICIES? A COINSURANCE CLAUSE' REPORTING BASIS? TROL OF PROPERTY ADEQUATELY BONDEDT I HAVE YOU EVER GONE THROUGH BANKRUPTCY DO YOU DO ANY BUSINESS UNDER ANY OTHER STYLE THAN YOUR OWN NAME? IF YES. WHAT? PROPRIETORSHIPS oR COMPROMISED A DEBT? HAS A CERTIFICATE OF FICTITIOUS STYLE BEEN FILED DOES THI5 STATEMENT INCLUDE YOUR PERSONAL ASSETS AND LIABILITIES OUTSIDE AND PUBLISHED? YOUR RUSINE55' ' GATE ORGAN IZEO IS THIS A LIMITED PARTNERSHIP' IF SO, WHO ARE THE LIMITED PARTNERS' PARTNERSHIPS EST)MAT£D NET WORTH OUTSIDE THE PARTNERSHIP OF THE GENERAL PARTNERS DATE ORGANIZED UNDER THE LAWS OF WHAT STATE ARE YOU R COMMON ..AsEE DIVIDEND LAST YEAR CORPORATIONS wcogvoaareD r ANNUAL RATE. IF ESTABLISHED PAR VALUE OF PREFERRED SHARES DIVIDEND PREFERENCE CUMULATIVE? YEAR LAST PAID s FOR BANK USE This is a Copy of on original signed statement in the Credit files Of (his DffiCB. MANAGER �_ To induce Crocker- Citlze n S National Bank to give or continue financial accommodation to,or at the request of, the undersigned from rime to time, consideration of any such accommodation, the undersigned represents and warrants r nt that the fare - ,am, is a rue statement of the financial Condition of the undersigned us of the date indicated; and agrees III that said Bonk Goy rely upon it as continuing to be true until notified in riting to the Contrary by the undersigned; (2) that if it bent true in a y m serial respect, ., if the undersigned should die, become insolvem, make a. Gsi,ament far the benefit of creditors, e en be the subject of any bankruptcy, reorganization, arrangement, insolvency, r rshla, liquidation ar dissolution proceedings, or it any property of the dersig d be attached, garnisheed o subjected Co any other leool Process, aril G..dver.. than,. occurs in the financial condition of the undersigned, then nt the election of sad Bonk all indebtedness and obligations, direct and camingenp of the undersigned to said Bank shall become immedimely due and Payable without demand ar notice. D SiGNEO By u TO: CITY COUNCIL FROM: Public Works Department SUBJECT: SHORECLIFF ROAD, COMBINED PROJECTS (C -1328) RECOMMENDATIONS:. )S� Adopt a resolution awarding the Company, a partnership of Cedar (Alternate "A ") and authorizing execute the contract. DISCUSSION: August 23, 1971 contract to Bo -Mar Construction Glen, California for $37,235.00 the Mayor and the City Clerk to F -/ Seven bids were received and opened in the office of the City Clerk at 10:00 A.M. on August 3, 1971. w s Bidders - Alternate "A" Amount Bo -Mar Construction Company, Cedar Glen $37,235.00 Kordick and Sons, Inc., Baldwin Park $40,653.00 o C� Dezarov Brothers Company, Los Alamitos $42,770.80 ? Lynam -Wood Construction, Inc., Corona del Mar $43,812.50 G, W. Shore Construction Company, Whittier $46,323.00 9 Urban Pacific Construction Company, Long Beach $48,416.50 n Card Construction Company, Inc., Santa Ana $52,394.50 Ica -P Bidders - Alternate "B" Amount Dezarov Brothers Company, Los Alamitos $48,090.80 Bo -Mar Construction Company, Cedar Glen $48,295.00 C? Kordick and Son, Inc., Baldwin Park $49,113.00 G. W. Shore Construction Company, Whittier $51.923.00 Y C C. Lynam -Wood Construction, Inc., Corona del Mar $52,460.50 Urban Pacific Construction Company, Long Beach $59,506.50 Card Construction Company, Inc., Santa Ana $65,714.50 The low bid for Alternate "A" is approximately 16% more than the engineer's estimate of $32,150.00. The low bid for Alternate "B" is approximately 7% less than S the engineer's estimate of $51,750.00. Funds for the project are available in Account. No. 02- 5597 -231. ` Alternate "A" provides for the relocation and enlargement of the existing storm drain and for the replacement of the existing sewer force main that serves a portion of Shorecliffs and Cameo Shores. Alternate "B" includes the above work as well as the construction of a new gravity sewer main that would intercept a portion of the existing sewage flows. Award of the contract on the basis of Alternate "A" is recommended because it is felt the cost of realigning the portion of the existing gravity sewer line contemplated under Alternate "B" is high as compared with the value received. If however, it is August 23, 1971 Page Two Subject: Shorecliff Road, Combined Projects (C -1328) decided to award on Alternate "B ", the appropriate action would be to adopt a resolution awarding the contract to Dezarov Brothers Company of Los Alamitos for $48,090.80 (Alternate "B "), and authorizing the Mayor and City Clerk to execute the contract. Deferral of award of the contract was approved by the City Council on August 9, 1971. This action allowed the Public Works Department adequate time to investigate the qualifications of the two firms submitting the low bids on both alternates, inasmuch as neither bidder had previously performed work for the city. The investigation disclosed that the low bidder of Alternate "A ", Bo -Mar Construction Company, is properly licensed, holding a Class A (General Engineering Contractor) license with the State of California; and the low bidder of Alternate "B" Dezarov Brothers Company, is also properly licensed for the project, holding a Class C -42 (Sewer and Storm Drain Contractor) license with the State of California, The investi- gation also revealed that both contracting firms are approximately 2 to 3 years old. Bo -Mar Construction Company has recently constructed four sewer and storm drain projects in the $120,000 to $150,000 range for the Cities of San Diego, San Bernardino, Riverside and Thousand Oaks. Dezarov Brothers Company has recently constructed eight sewer and storm drain projects in the $10,000 to $80,000 range for the cities of Pasadena, Wilmington, Long Beach, and the Los Angeles Department of Water and Power. Both contractors'qualifications appear adequate to justify award of the contract. The project is a carry -over from the original 1970 -71 budget, having been deleted at the mid -year budget adjustment. The plans were prepared by the city. The estimated date of completion is December 17, 1971. Joseph T. Devlin l r3�N Public Works Director ELM /bg i s � August 5, 1971 , TO: CITY COUNCIL �/ -7 FROM: Public Works Department SUBJECT: SHORECLIFF ROAD, COMBINED PROJECTS, C -1328 RECOMMENDATION: Defer consideration of award of the contract to the Council Meeting of August 23, 1971. DISCUSSION: Seven bids were received and opened in the office of the City Clerk at 10:00 A.M. on August 3, 1971. Bidder - Alternate "A" Amount Bo -Mar Construction Co., Cedar Glen $37,235.00 Kordick and Son, Inc., Baldwin Park $40,653.00 Dezarov Brothers Company, Los Alamitos $42,770.80 Lynam -Wood Construction, Inc., Corona del Mar $43,812.50 G. W. Shore Construction Company, Whittier $46,323.00 Urban Pacific Construction Company, Long Beach $48,416.50 Card Construction Company, Inc., Santa Ana $52,394.50 Bidder - Alternate "B" Amount Dezarov Brothers Company, Los Alamitos $48,090.80 Bo -Mar Construction Company, Cedar Glen $48,295.00 Kordick and Son, Inc., Baldwin Park $49,113.00 G. W. Shore Construction Company, Whittier $51,923.00 Lynam -Wood Construction, Inc., Corona del Mar $52,460.50 Urban Pacific Construction Company, Long Beach $59,506.50 Card Construction Co., Inc., Santa Ana $65,714.50 The low bid for Alternate "A" is approximately 16% more than the engineer's estimate of $32,150.00. The low bid for Alternate "B" is approximately 7% less than the Engineer's estimate of $51,750.00. Funds for the project are available in Account No. 02- 5597 -231. Alternate "A" provides for the relocation and enlargement of the existing storm drain and for the replacement of the existing sewer force main that serves a portion of Shorecliffs and Cameo Shores. Alternate "B" includes the above work as well as con- struction of a new gravity sewer main which would intercept a portion of the existing sewage flows. X The project is a carry -over from the original 1970 -71 budget, having been deleted at the mid -year budget adjustment. APPIROVCD BY UT's' COUNCIL DATE �- g-7/ August 9, 1971 Page Two Subject: Shorecliff Road, Combined Projects, C -1328 The low bidder for Alternate "A ", Bo -Mar Construction Company of Cedar Glen, is not known to the Public Works Departmeqqt, Because of the length of time needed to investi- gate the low bidder's qualifications, deferral of consideration of award for 2 weeks is recommended. 1. . Jvlin Director /bg .I a " horecli Ra,? - Lro.nbi i°f e C- / Z P "e cF 7= 8e�-narG11?10 - C7i4889 -`/B36 7/ VC - /i -. Town We7ler -4S,5 "74 rif E-r. i seer. C-74 S 164 ------------------ - - - - -- - - - - - - -- :.__.___._..__.__.... i % IOr Ex pert a o c e evltk Lio�'11 acfor �/Vo N e -------- __ -_ -- _� I!.�Jssess- rwc�f: CavL -- .- p46 .._`irvv�c o -W 11 74J jam /4u . 0 7' iYn x l& GGL� 41 V, 0�, J _ � e e e e: a- 1dJ���'Sr_- �- rryor• E- +�9�f' 44dd P r r e C td 7°' ira �o r' /Vo rJ P Pi I OIL 1-5 T i p /74 / InI S`ie j z welC%C5 Ce,7 Checlr Job: Sha,-e c (::!Owl '01,7e,d P~ Rw iec 7o' eg Leg, . e 4r lavd efzvt) fTe--5 4/171 4107"7'rWC7'0)-z /t&-VIC 4A- Xed 4 061e /T 4, 7e- e' 7 -�v r aX Z16 7f- I-ee 74 �a,5 7eos, Aevo ZVe e 4T I! _ -- (L�si�tTltylwE IL) bl- .I dn 0 ..... ....... . -------- ----------- --- ------ - ----- - - it ---- - ------ - li ........... jj Ili IL III ---------------- lil ii ill iii-- ylj it Le x m m 1 L 0 m A 2 N M. y C 3 3 D 'Nil A5 m A 2 N M. y C 3 3 D [IT O 9 n .m� U. S 1 NO- mc» O � m n `• N m � 1 O �n N Z,l 1. C 3 3 D "O A mc» O � m n `• N m � 1 O �n N Z,l 1. C 3 3 D "O 4 TO: CITY COUNCIL FROM: Public Works Department SUBJECT. SHORECLIFF ROAD COMBINED PROJECT, C -1328 RECOMMENDATIONS. 1. Approve the plans and specifications. 2. Authorize the City Clerk to advertise for bids to be opened at 10:00 A.M. on August 3, 1971. DISCUSSION: July 12, 1971 -q - O This project will provide for the relocation and enlargement of the existing storm drain; relocation of the existing gravity sewer main; and replacement of the existing sewer force main that serves a portion of Shorecliffs and Cameo Shores, The physical condition and present location of the existing facilities are maintenance problems for the city. The project is a carry over from the original 1970 -71 budget; having been deleted at the mid -year budget adjustment. The estimated cost of the work is $51,750.00. Funds are available in Account No. 02 -5597 -231. The plans were prepared by the city. The estimated date of completion is December 24, 1971. APPRoVI: Q BY T - r - , DATE dtit 1 2 1971 C� U I NIL e T Devlin lic orks Director /ldg i � f �S CITY OF NEWPORT BEACH \Date September 231 .1971 TO: Public Works Department ✓ FROM: City Clerk SUBJECT: Contract No, 1328 Project Shorecliff load Combined Projects Attached are : 2.: executed copies of subject contract for your files _ and for transmittal to the contractor. Contractor: Bo -Mar Construction Comnan9 Address: P. 0. Box.433, Cedar Glen, CA 92321 Amount: $ 37,235.00 Effective Date: September 21, 1971 Resolution No. 7514 adopted on 8 -23 -71 Laura Lagi C / LL:dg Att. cc: Finance Department ❑ • 1 cc D(ic 0C CONTRACT NO. 1328 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR SHORECLIFF ROAD - COMBINED PROJECTS Storm Drain, Gravity Sewer, and Sewer Force Main Alternate "A" - Alternate "B" APPROVED BY THE CITY COUNCIL ON THIS 12TH DAY OF JULY 1971 Laura Lagios, City Clerk SUBMITTED BY: Bo-Mar Construction Comany Contractor Post Office Box 433 Address Com Glen, California 923 City Zip Co e 7i�/'337 -3a�2 AW- CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHORECLIFF ROAD - COMBINED PROJECTS Storm Drain, Gravity Sewer, and Sewer Force Main (Alternate "A" (Items 1 -17) - Alternate "B" (Items 1 -21)) CONTRACT NO. 1328 PROPOSAL To the Honorable City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Gentlemen: PR 1 of 4 The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. 1328 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices 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. 115 Tons Construct 6 -inch thick asphalt concrete pavement @ Fifteen Dollars and no �00 Cents $ 15.00 $ 1.725.00 e on 2. 40 Linear Feet Construct 6 -inch modified Type "A" P.C.C. curb and gutter @ Five Dollars and Cents $ 5-on $ aofl_nn e r inear Foot 3. 341 Construct 6 -inch Type "B" and modified Linear Feet Type "B" curb @ Four Dollars and Cents $ : 4.00 $ 1,364.00 er Linear Foot 4. 685 Construct 4 -inch thick P.C.C. Square Feet Sidewalk @ One Dollars and no /100 Cents $ 1.00 $ 685.00 Per Linear Foot • • PR2of4 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 5. Lump Sum Remove and replace brick walks, patios, miscellaneous fences, gates, sprinkler systems, and landscaping. R 7 3 9. 10 11 @ One Thousand Dollars and Cents $ 1,000.00 $ ump um Lump Sum Construct P.C.C. Stairway @ One Thousand Dollars and no /100 Cents $ $ 00 Lump9um 250 Construct 6 -inch thick P.C.C. Square Feet driveway approach @ One Dollars and WECents $ 1 nn $ Per Square Foot 260 Go 630 Construct 6 -foot wide P.C.C. Square Feet Cross Gutter @ 7i,ro Dollars and Cents $� �0 7 $ _ er uare Foot — 441 205 Construct 18" Asbestos Cement Concrete Linear Feet Storm Drain (Class II) including connectors complete in place @ Forty _ Dollars and Ver ert Cents $ an _nn $ RR 2ann non inear o0 36 Construct 18" Asbestos Cement Concrete Linear Feet Storm Drain (Class III) including connectors complete in place @ Fifty Dollars and Cents $ rso 00 $ er inear Foot Lump Sum Construct Combination Storm Drain Inlet complete in place @ Nine Hundred Dollars no /100 Cents $ 9W.00 $ 9W.00 • • PR3of4 ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 12. Lump Sum Abandon existing storm drain and junction box @ 114o, Iaidred Dollars and No /100 Cents $ 2nn_nn $ 2QQ -60 Eu- mp qum 13. Lump Sum Construct P.C.C. and rip -rap outlet structure @ Nine F{„ndw�d Dol l ars and Cents $_ $_ goo Ug Lump um 14. 2 Construct 4" P.V.C. Area Drains Each @ 1lventy Five Dollars and A2 /100 Cents $ 25.00 $ 50.00 Per acli 15, 891 Construct 4" P.V.C. Sewer Force Linear Feet Main (including appurtenances) complete in place @ lwmty Dollars and 042021 ear $ 20.00 $17,820.00 lser Linear Foot 16. 1 Construct reinforced standard precast Each M.H. No. II (sewer force main) at knuckle in Shorecliff Road @ Six Hydred Dollars and /100 Cents $ finn-an $ rnn_no Per eac 17. 1 Construct standard survey monument Each @ One Ifimdred AJo /100 er eac ALTERNATE "A" TOTAL PRICE (ITEMS NO. 1 THROUGH 17) WRITTEN IN WORDS: Dollars and Cents $ 100.00 $ 100.00 lbiM Sew Thousand Two Amdred Thirty Yi3ya Dol 1 ars and Aka /100 Cents $ 370235.00 CITY OF NEWPORT BEACH, CALIFORNIA Page 1 NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 10:00 A.M. on the 3rd day of August 1971 , at which time they will be opened and read, o�perTorming work as follows: SHORECLIFF ROAD - COMBINED PROJECTS CONTRACT NO.1328 Bids must be submitted on the proposal form attached with the contract documents furnishe by the Public Works Department, The additional copy of the proposal form is to be retained by the bidder for his records. Each bid must be accompanied by cash, certified check or Bidder's Bond, made payable to the City of Newport Beach, for an amount equal to at least 10 percent of the amount bid. The title of the project and the words "SEALED BID" shall be clearly marked on the outside of the envelope containing the bid. The contract documents that must be completed, executed, and returned in the sealed bid Are: A. Proposal B. Designation of Subcontractors C. Bidder "s Bond D. Non - collusion Affidavit E. Statement of Financial Responsibility F. Technical Ability and Experience References These documents shall be affixed with the signature and titles of the persons s gning on behalf of the bidder. For corporations, the signatures of the President or Vice President and Secretary or Assistant Secretary are required and the orporate Seal s aTi T bbe affixed to all documents requiring signatures. In the case of a Partnership, the signature of at least one general partner is required. No bids will be accepted from a contractor who has not been licensed in accordal.;.e with the provisions of Chapter 9, Division III of the Business and Professions' Code. The contractor shall state his license number and classification in the proposal. Plans and Contract Documents, including Special Provisions, may be obtained at the Public Works Department, City Hall, Newport Beach, California, at no cost to licensed contractors. A non - refundable charge of $2.00 will be required for each set of Plans and Contract Documents issued to others. It is requested that the Plans and Contract Documents be returned within 2 weeks after the bid opening. The City has adopted the Standard Specifications for Public Works Construction (1970 Edition and Supplements) as prepared by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Avenue., Los Angeles, California 90034, (213) 870 -9871. The City has adopted Standard Special Provisions and Standard Drawings. Copies of these are available at the Public Works Department at a cost of $2.00 per•set. Page la City of Newport Beach, California Notice Inviting Bids In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California Labor Code (Sections 1770 et seq.), the City Council of the City of Newport Beach has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in Resolution No. 6982, adopted May 12, 1969. A copy of said resolution is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). Revised 9 -15 -70 9 0 Page 2 All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this Proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the works shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals. The estimated quantities of work indicated in this Proposal are approximate only, being given solely as a basis for comparison of bids. The undersigned has checked carefully all of the above figures and understands that the City will not be responsible for any errors or omissions on the part of the under- signed in making up this bid. The undersigned agrees that in case of default in executing the required contract With necessary bonds within ten (10) days, not including Saturday, Sunday and Federal Holidays, after having received notice that the contract is ready for signature, the proceeds of check or bond accompanying this bid shall become the property of the City of Newport Beach. Licensed in accordance with the Statutes of the State of California providing for the registration of Contractors, License No. 269169 Classification A Accompanying this proposal is , , Cashier's Check or in an amount not less than 10 percent of the total bid price. The undersigned is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake self - insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the performance of the work of this contract. 714 -337 -3072 Phone Number August 3. 1971 Da e BO-MAR CONSTRUCTION COMPANY Bidder's Name (SEAL) /s/ Raymond E. Bluff Authorized Signature Xus/ 54 9z o ngatu re Partnership Type of Organization (Individual, Corporation, or Co- Partnership) List below names of President, Secretary, Treasurer and Manager if a corporation, and names of all co- partners if a co- partnership: .. Page 3 DESIGNATION OF SUB - CONTRACTORS The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the sub - contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these sub - contractors except upon the prior approval of the Engineer. Item of Work Sub - contractor Address I. Nnnp 2.. 3. 4. 5. 6. 7. r7 10. 11 12 LPL Remand E. Bluff _ Author ze Signature Partne io Type of rg�anization (Individual, Co- partnership or Corp) ZZ 1 Cedar Glen California 92321 Tess ORIGINQkN FILE WITH CITY CLERK , Page 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, BO -MAR CONSTRUCTION COMPANY of Cedar Glen. Calfarnia , as Principal, and AMERICAN FIDELITY FIRE INSURANCE COMPANY of Newyork_ , as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Ten Percent of Bid Not to Exceed $5,100.00 Dollars ($ $5,100.00 ), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden principal for the construction of (Alternate "A ") rlTFF nn6n - rnMRTNrn PDfOrM IQFnwm neiin Gwiv4 *w 4Zwmw ind Qe w Cnw„c in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden principal shall duly enter into and execute a contract for such construc- tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting Bids" within ten (10) days (not including Saturday, Sunday and Federal Holidays) from the date of the mailing of a notice to the above bounden principal by and from said City of Newport Beach that said contract is ready for execution, then this obligation shall become null and void; otherwise it be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 3rd day of August , 1911_ Corporate Seal (If Corporation) (Attach acknowledgement of Attorney -in -Fact) NOTARY PUBLIC: /s/ Allyne R. Samuel Commission Expires April 14, 1975 it AMERICAN FIDELITY FIRE INSURANCE COMPANY Surety By Carl ton Mann Title Att*rnBy"n -Fact NON- COLLUSION AFFIDAVIT Page 5 The bidders, by its officers and agents or representatives present at the time of filing this bid, being duly sworn on their oaths say, that neither they nor any of them, have in any way, directly or indirectly, entered into any arrangement or agreement with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants or either of them has not directly or indirectly, entered into any arrange- ment or agreement with any other bidder or bidders, which tends to or does lessen or destroy free competition in the letting of the contract sought for by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the Bylaws, Rules or Regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or material - man which is not processed through said bid depository, or which prevent any subcontractor or materialman from bidding to any contractor who does not use the facilities of or accept bids from or through such bid depository; that no induce- ment or any form or character other than that which appears upon the face of the bid will be suggested, offered, paid, or delivered to any person whomsoever to influence the acceptance of the said bid or awarding of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomesoever to pay, deliver to, or share with any other person in any way or manner, any of the proceeds of the contracts sought by this bid. Subscribed and sworn to before me by this 3rd day of August 1971 My commission expires: August 23. 1971 BO -MAR CONSTRUCTION COMPANY (s/ Larry Johnson Marie Y. Schultz Notary Public ORIGIN ON FILE WITH CITY CLERK Page 6 STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. (ON FILE WITH CITY CLERK) L.. Signed j Page 7 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. 0 _ * 1 IJ ll I {!I lli !t :a 1 1i a or Tom Barnett ig e BOND NUMBER 04- 206 *333 Page 8 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California by motion adopted August 23. 1971 ... .. .. ............ .. as aware to &I.Mar Construction CawpA& hereinafter designated as the "Principal ", a contract for Alternate "A" SHbRECLIFF ROAD - COMBINED PROJECTS (Storm Drain. Gravity Sewer. and Sewer Force Main) 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. WHEREAS, said Principal has executed or is about to execute said contract and the terms thereof require the furnishing of a.bond with said contract, providing that if said Principal or any of his or its subcontractors, shall fail to pay for any materials, provisions, provender, or other supplies or teams used in, upon, for, or about the per- formance 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 Bo -Mar Construction Company as Principal, hereinafter designated as the Contractor and American Fidelity Fire Insurance Company as Surety, are held firmly bound unto the City of Newport Beach, in the sum of Eighteen Thousand Six Hundred Seventeen - - - - -- 50/100 - -- Dollars ($1¢,617.50 ) said sum being one -half of the estimated amount payable by the City of Newport Beach under the terms of the contract, for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the person or his subcontractors, fail to pay for any materials, provisions, provender, or other supplies or teams, used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind or for amounts due under the Unemployment Insurance Code with respect to such work or labor, that the Surety or Sureties will pay for the same, in an amount not exceeding the sum 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 4204 of the Government Code of the State of California. • • Page 9 (Labor and Material Bond - Continued) This bond shall inure to the benefit of any and all persons, companies, and corporation entitled to file claims under Section 1192,1 of the Code of Civil Procedure so as to give a right of action to them or their assigns in any suit brought upon this bond, as required by the Provisions of Section 4205 of the Government Code of the State of California. And the said Surety, for value extension of time, alterations to be performed thereunder or affect its obligations on this extension of time, alterations work or to the specifications. received, hereby stipulates and agrees that no change, or additions to the terms of the contract or to the work the specifications accompanying the same shall in any wise bond, and it does hereby waive notice of any such change, or additions to the terms of the contractor or to the 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 9th day of September , 19—ZL_, (Seal) ontractor A -- lcan Fid .(Seal ) i 46 4g 4 (Seal) I CArltnn Mann _ AttnrnaV_in_Fact (Seal) Approved as ttoo form: 404-W, City Attorney This bond was approved by the City Council of the City of Newport Beach by motion on ae Attest: * City Clerk .i STATE OF CALIFORNIA, j County of LOS ANGELES ) On this 9th day of September in the year 19 71 before me, ALLYNE R. SAMUEL. a Notary Public in and for the County and State aforesaid, personally appeared Carlton Mann known to me to be the person whose name is subscribed to the within instrument and known to me to be the Attorney- in-Fact of AMERICAN FIDELITY FIRE INSURANCE COMPANY, and aclmowledged to me that he subscribed the name of the said Company theret�-a surety, and is own name as Attorney -in -Fact. 1 j� �` {`\ OFFICIAL SEAL ALLYNE R. SAMUEL e NOTARY PUOLIC - CALIFORNIA PRINCIPAL OFFICE IN LOS ANCU.ES COuNTY My Cammissim Expires April 14, 1975 k \l � C , BOND NUMBER 04- 206 - 779333 . Page 10 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted August 23. 1971 has awarded to Bo-Mar Construction Comnaw hereinafter designated as the "Principal ", a contract for Alternate "A" SMORECLIFF ROAD - C(94iINEU PROJECTS STORM ORAiN, GRAVITY SEWER, AND SEWER FORCE MAIN) in the City of Newport Beach, in strict conformity with the drawings and specifications and other contract documents now on file in the office of the City Clerk of the City of Newport Beach. WHEREAS, said Principal .has executed or is about to execute said contract and the terms whereof require the furnishing of a bond for the faithful performance of said contract; NOW, THEREFORE, We, Bo -Mar Construction Company as Principal, hereinafter designated as the "Contractor ", and American Fidelity Fire Insurance Company As Surety, are held and firmly bound unto the City of Newport Beach, in the sum of Thirty Seven Thousand Two Hundred Thirty Five - - - -- Dollars ($37,235.00 ), 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, conditions, 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. (Performance Bond - Continued) E Page 11 And said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or to the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alteration or addition 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 9th day of CnRtemhnr , 19I] —• , Approved as to form: City Attorney Seal) Seal) (Seal) Contractor American Fid ce CO (Seal) Zade_rt k L, (Seal) (Seal) Carjtoqur!nn 0 STATE OF CALIFORNIA, ) ) u. County of LOS ANGELES ) On this 9th day of September in the year 19—IL before me, ALLYNE R. SAMLIFL, a Notary Public in and for the County and State aforesaid, personally appeared Carlton Mann (mown to me to be the person whose name is subscribed to the within instrument and known to me to be the Attorney -in -Fact of AMERICAN FIDELITY FIRE INSURANCE COMPANY, and acknowledged to me that he subscribed the name of the said Company thereto as surety, and his own name r\ as Attorney -in -Fact. OFFICIAL SEAL ALLYNE R. SAMUEL NOTARY PUBLIC - CALIFORNIA PRINCIPAL OFFICE IN LOS ANCCLES COUNTY My Commissi ^n Expires April 14, 1975 �� Page 12 CONTRACT THIS AGREEMENT, made and entered into this 7J Syday of 19 71 , by and between the CITY OF NEWPORT BEACH, California, hereinafter designated as the City, party of the first part, and BO-MAR MMSTRUCTIO14 COMPANY hereinafter designated as the Contractor, party of the second part. WITNESSETH- That the parties hereto do mutually agree as followso 1. For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the City, the Contractor agrees with the City to furnish all materials and labor for the construction of ALTERNATE "A" SHORE LIFF ROAD — COMBINED PROJECTS (Storm Drain, 6ravi y ewer, and Sewer Force Main) and to perform and complete in a good and workmanlike manner all the work pertaining thereto shown on the Plans and Specifications therefor; to furnish at his own proper cost and expense all tools, equipment, labor, and materials necessary therefor, (Except such materials, if any, as in the said Specifications are stipulated to be furnished by the City), and to do everything required by this Agreement and the said Plans and Specifications. 2. For furnishing all said materials and labor, tools and equipment, and doing all the work contemplated and embraced in this Agreement, also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecu- tion of the work until its acceptance by the City, and for all risks of every description connected with the work; also, for all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as in said Specifications are expressly stipulated to be borne by the City,-and for well and faithfully completing the work and the whole thereof, in the manner shown and described in the said Plans and Specifications, the City will pay and the Contractor shall receive in full compensation therefore the lump sum price, or if the bid is on the unit price basis, the total price for the several items furnished pursuant to the Specifications, named in the bidding sheet of the Proposal, as the case may be. 3. The City hereby promises and agrees with the said Contractor to employ, and does hereby employ the said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to for the price aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the Specifications; and the said parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained. 4. The Notice to Bidders, Instructions to Bidders, Contractor °s Proposal, and the Plans and Specifications, and all amendments thereof, when approved by the parties hereto, or when required by the City in accordance with the provisions of the Plans and Specifications, are hereby incorporated in and made part of this Agreement. 0 • Page 13 5. Pursuant to the Labor Code of the State of California, the City Council ascertained the general prevailing rates of per diem wages for each craft or type workman needed to execute the contract and a schedule containing such information included in the Notice Inviting Bids and is incorporated by reference herein. has of is 6. The Contractor shall assume the defense of and indemnify and save harmless the City, the Director of Public Works, and their officers and employees, from all claims, loss, damage, injury, and liability of every kind, nature, and description, directly or indirectly arising from the performance of the contract or work, regardless of responsi- bility for negligence; and from any and all claims, loss, damage, injury, and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the contract, regardless of responsibility for negligence. IN WITNESS WHEREOF, the Parties hereto have caused this contract to be executed the day and year first above written. ATTEST: Approved as to form: e City Attorney CITY OF NEWPORT BEACH, CALIF RNIA By: mayor M Contractor By o �y G�liZ Title I II III IV V VI VII VIII IX X XI XII XIII XIV XV INDEX TO SPECIAL PROVISIONS FOR SHORECLIFF ROAD - COMBINED PROJECTS Storm Drain, Gravity Sewer, and Sewer Force Main CONTRACT NO. 1328 Page No. SCOPE OF WORK COMPLETION AND SCHEDULE OF WORK 1 AWARD OF CONTRACT 1 PAYMENT 1 CONSTRUCTION SURVEY STAKING 2 SHUTDOWNS AND BYPASSING SEWAGE FLOWS 2 TRAFFIC CONTROL AND ORDER OF WORK 2 NOTICE TO RESIDENCES 2 RESTORATION OF EXISTING IMPROVEMENTS 3 EXISTING UTILITIES 3 WATER 3 SUBSURFACE INVESTIGATION 3 STORAGE AREA 3 EASEMENTS 3 CONSTRUCTION DETAILS 4 1. Pavement and Walkway Removal, Excavation and Subgrade Preparation 4 2. Tree Protection 4 3. Pipe Construction and Related Structures 4 A. General 4 B. Storm Drain and Appurtenances 5 C. Gravity Sewer Main and Appurtenances 5 D. Sewer Force Mains and Appurtenances 5 4. Portland Cement Concrete Improvements 5 A. General 5 B. Portland Cement Concrete Walkway (303 -1.2) and Stairway 6 5. Asphalt Concrete Construction 6 6. Protection of Existing Property Line Monuments 7 7. Survey Monuments 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR SHORECLIFF ROAD - COMBINED PROJECTS CONTRACT NO. 1328 I. SCOPE OF WORK SP 1 of 7 The work to be done under this contract consists of constructing the following improvements: A. Storm drain, gravity sewer main, and sewer force main improvements (including their appurtenances) in Shorecliff Road and in easement. B. Street improvements in Shorecliff Road; a walkway and steps; and fence improvements in a storm drain and sewer easement. This contract requires completion of all work in accordance with these Special Provisions, the city's Standard Specifications (Standard Specifications for Public Works Construction ", 1970 Edition), the Plans (Drawing Numbers D- 5060 -S and S- 5041 -S), and the city's Standard Drawings and Standard Special Provisions, and applicable portions of the State of California Standard Specifications, 1971 Edition. The city's Standard Specifications are available at Building News, Inc., 3055 Overland Avenue, Los Angeles, California 90034. The city's Standard Drawings and Standard Special Provisions may be obtained at the Public Works Department for a fee of $2.00. II. COMPLETION AND SCHEDULE OF WORK The contractor will not be permitted to start work prior to September 13, 1971 and all work must be completed prior to December 17, 1971. The contractor shall submit to the engineer a written schedule of work prior to commencing work on this project as specified in Section 6 -1 of the Standard Specifications. III. AWARD OF CONTRACT Bidders should submit bids for both Alternate "A" and Alternate "B ", award of the contract will be made on either Alternate "A" or Alternate "B ". The city reserves the right to award the contract on the basis of either Alternate °A" or Alternate "B" IV. PAYMENT Payment for all incidental items of work, not separately provided for in this pro- posal shall be included in the price bid for the various items of work and no additional compensation will be made. V. CONSTRUCTION SURVEY STAKING 0 SP2of7 Field surveys for the control of construction shall be the responsibility of the contractor. All such surveys including construction staking shall be under the supervision of a California Licensed Surveyor or Civil Engineer. Staking shall be performed on all items ordinarily staked at intervals normally accepted by the city and trades involved. Payment for construction survey staking shall be included in the price bid for the various items of work and no additional compensation will be made. VI. SHUTDOWNS AND BYPASSING SEWAGE FLOWS The existing 4 -inch cast iron force main and the existing 6 -inch V.C.P. gravity sewer main shall be kept in service at all times except for temporary shutdowns required for detouring sewer flows and making final connections. Such shutdowns must be coordinated with the city's Utilities Superintendent, Mr. Tom Ph1ll ps, at 714) 673 -2110, Extension 267. It is anticipated that the maximum allowable shutdown perior for the 4 -inch force main may be as follows: 1; hours from 5 :00 A.M. to 10:00 P.M. and up to 4 hours from 10:00 P.M. to 5:00 A.M. Detouring of .sewer flows will be performed by the contractor. Exact time and length of shutdowns and detouring of sewage flows must be confirmed a minimum of 24 hours prior to the time required. VII. TRAFFIC CONTROL AND ORDER OF WORK The contractor shall provide traffic control in compliance with Section 7 -10 of the Standard Specifications, except as noted below. The contractor shall submit a written plan for traffic control to the engineer for his approval concurrently with the written construction schedule as specified in Section II of these Special Provisions. Restricted garage access to 183, 187, and 186 Shorecliff Road shall be kept to a minimum. The contractor shall arrange construction through the walkway area, in easement, so that pedestrian access over the area to the beach will be possible on all Saturdays and Sundays. VIII. NOTICE TO RESIDENCES The city will mail a preliminary notice to all residences to be affected by this work. Between 40 and 55 hours prior to closing the street to vehicular traffic; the contractor must with utmost care distribute to each and every residence affected by the closure a notice prepared by the city, which states when the work will begin and approximately when the street will be, restored to normal passenger vehicle use. Errors in distribution, false starts, acts of God, or other alterations of the schedule will require renotification using an explanatory letter prepared by the city and distributed by the contractor. SP3of7 IX. RESTORATION OF EXISTING IMPROVEMENTS Restoration of existing improvements shall conform to Section 7 -9 of the Standard Specifications. In addition the contractor shall be responsible for replacing all landscaping and sprinkler systems damaged or removed on private property or in the ,street parkway during construction. The plant species and materials used for replacement shall be the same or an approved equal to those damaged or removed. The cost of protecting and restoring landscaping and fences, including relocation and reconstruction of underground sprinkler systems shall be included in the price bid for the various items of work and no separate or additional compensation will be made. X. EXISTING UTILITIES Utilities shall be investigated, protected or relocated in accordance with Section of the Standard Specifications. The contractor shall be responsible for providing temporary water and sewer service to properties adjacent to the work. XI. WATER The contractor shall make his own provisions for obtaining and applying water necessary to perform his work If the contractor desires to use available city water, it shall be his responsibility to make arrangements for water purchases by contacting the city's Utility Superintendent, Mr. Tom Phillips, at (714) 673 -2110, Extension 267. XII. SUBSURFACE INVESTIGATION The log of test borings data is included in the Plans for the contractors' informa- tion only. The city does not guarantee soil moistures, strata, or classifications at other locations or depths not investigated within the work area. A copy of the subsurface investigation report is available for review at the Public Works Department. The contractor may wish to perform subsurface soil investigations prior to sub- mitting a bid or performing the work. XIII. STORAGE YARD A storage yard, located at the corner of Dahlia and 5th Avenues in Corona del Mar, is available for the contractor's use after September 10, 1971. The contractor shall maintain the yard in a neat and orderly manner. Upon completion of the work, the contractor shall clean and return the yard to its original condition including repairs to the pavement as required by the engineer. XIV. EASEMENTS Easements for the specific improvements of this contract have been provided by the city (Section 2 -8 of the Standard Specifications). Temporary right of entry for facilitation of construction has also been obtained from the adjacent property owners. • SP4of7 In order to gain access to easement areas, the contractor may obtain a key at the Public Works Department. The city shall be held harmless from any claims for damages on private property resulting from the contractor's operations and as specified in Section 2 -8 of the Standard Specifications. XV. CONSTRUCTION DETAILS Pavement and Walkway Removal, Excavation and Subgrade Preparation Existing Portland Cement concrete or asphalt concrete improvements to be removed shall be sawcut along property lines, join lines, or at locations beyond property lines as shown on the Plans, or as directed by the engineer. Final removal at the sawcut lines may be accomplished by the use of jackhammers or sledge hammers. It is emphasized that edges created by other means or final removal accomplished by other means will not be acceptable, and hard blow pavement breakers such as stampers will not be permitted on the job. The cost of pavement and walkway removal, excavation, subgrade preparation, cut and fill, slope grading, and all miscellaneous earthwork shall be considered as included in the price bid for the various items of work and no additional compensation will be made. The contractor shall prepare the subgrade by scarifying, cultivating, watering or drying and compacting the roadbed to a depth of 6 inches in conformance with Subsection 301 -1.2 of the Standard Specifications. Relative compaction of the subgrade shall conform to Section 301 -1.3 of the Standard Specifications. Existing trees and shrubbery shall be removed or protected per Subsection 300 -1.3 of the Standard Specifications, paragraph 5 of such section not applying. Pipe Construction and Related Structures A. General In lieu of open trenching, all or any portion of the pipeline work may be tunneled or jacked at the contractor's option as provided in Section 306 -1.1 of the Standard Specifications. Jacking or tunneling operations shall conform to Subsections 306 -2.4 through 306 -2.5.8 of the Standard Specifi- cations, except that the cost of jacking or tunneling shall be included in the price bid for the various items of work and no additional compen- sation will be made. Storm drain bedding and backfill shall be placed to the street or walkway subgrade line as shown on the Plans. The sand bedding material under the pipe shall have a minimum sand equivalent value of 40. A Portland Cement and sand slurry mixture shall be used as a bedding material around all storm drain pipe within the street area to one foot over , the top of pipe as shown on the Plans. Each cubic yard of the cement - sand slurry mixture shall be composed of one.94 -pound sack of Portland Cement and an aggregate consisting of rock dust and plaster sand or sands of a similar nature per cubic yard.. The mixture design and water content shall be such as to aid backfill consolidation around the pipe to avoid saturation of surrounding soils, and to prevent any future settlement. Special care shall be taken to insure that all voids are completely filled with the slurry mixture. ' F • • SP5of7 Backfill material in all pipe trenches and around associated structures shall be placed and compacted in accordance with Section 306 of the Standard Specifications, except that water densified backfill including jetting as specified in Subsection 306 -1.8.2 will not be permitted. All native materials excavated from the storm drain, gravity sewer, and sewer force main trenches and associated structures not utilized as backfill will become the property of the contractor and shall be hauled and disposed of away from the job site as it.is excavated. Existing storm drains,.gravity sewers, and sewer force mains to be abandoned in place shall be filled with sand and the ends concrete or brick and mortar plugged in accordance with Subsection 306 -3.1 of the Standard Specifications. B. Storm Drain and Appurtenances The contractor shall provide for continuous flow of storm and nuisance water during the progress of the work by constructing temporary berms, channels, sandbag dikes, etc to avoid damage to adjacent properties, All storm drain pipe and fittings shall be Johns - Manville "Transite" pipe (Class II in the walkway area,.Class III in the street) or an approved equal. Couplings used in joining sections of Transite pipe shall be "Transite Ring Tite" couplings as manufactured by Johns - Manville or an approved equal. C. Gravity Sewer Main and Appurtenances The contractor shall provide for a continuous flow of sanitary sewage throughout the course of construction. The 6 -inch diameter sewer main shall be constructed of Johns - Manville "Ring Tite Polyvinyl Chloride Gravity Sewer Pipe" or an approved equal. D. Sewer Force Mains and Appurtenances The contractor shall provide for the continuous flow of sanitary sewage from the Cameo Shores Pump Station to the terminal manhole in Shorecliff Road as specified in Section IV of these Special Provisions. The 4 -inch Polyvinyl Chloride pipe sewer force mains shall be Johns - Manville, Class 150, "Ring -Tite PVC" water pipe or an approved equal. All fittings for the PVC force mains shall be "Tif -Tec cast iron fittings for PVC Pipe" or an approved equal. 4. Portland Cement Concrete Improvements A. General Portland Cement concrete furnished for all structures, curb, gutter, cross gutters, sidewalk, stairways, and their appurtenances shall be 6.0 -B -3000. 0 0 SP6of7 The contractor will be allowed to use concrete pumping methods to facilitate concrete placement, providing the strength requirements are adhered to. B. Portland Cement Concrete Walkway and Stairway Weakened plane and expansion joints shall be constructed in conformance with the City of Newport Beach Drawing No. Std - 103 -L. All walkway and stairway exposed surfaces shall be finished with medium brooming. 5. Asphalt Concrete Construction Asphaltic concrete furnished shall be placed in two lifts consisting of one 4 -inch thick base left utilizing Type III -B2 -85 -100 asphaltic concrete, and one 2 -inch thick surface lift utilizing Type III -C3 -85 -100 asphaltic concrete in conformance with Section 400 -4 of the Standard Specifications. Tack coat will be required, but prime coating of the subgrade may be omitted. The contractor shall provide the types of rolling equipment as required in Sections 39 -5.02 of the State Standard Specifications, Spreading and compacting shall be in conformance with Section 39 -6 of the State Standard Specifications or as directed by the engineer, except that motor graders will not be allowed for spreading. Special attention is directed to the con- struction of longitudinal joints as specified in the eighth paragraph of Section 39 -6.01. When the pavement.cross section does not permit longitudinal joint spacing as specified above, the joints between courses shall be offset not less than 0.5 foot alternately to a pattern approved by the Engineer. The following compaction procedures will be required for the base course, unless the engineer directs otherwise. A. Initial rolling shall proceed directly behind the spreader and shall consist of two complete coverages of the asphalt mixture, and shall be performed with a 2 -axle or 3 -axle steel -tired tandem roller. Such rollers shall weigh not less than 10 tons, A motor grader shall trim and shape the layer immediately after completion of initial rolling. Additional material may be end dumped as required to fill low areas. B. Additional rolling shall proceed directly behind the motor grader and shall consist of four complete coverages with a pneumatic roller as specified in the Standard Specifications or allowed by the Engineer. Such rollers shall weigh not less than 12 tons. A complete coverage will be 2 passes of the roller in the same roller width. C. Rolling shall commence at the center of the pass and work toward the edges. The intent of these specifications is to have all breakdown and additional rolling performed while the mixture is sufficiently hot to facilitate satis- factory compaction. The engineer will, therefore, vary paving rates as necessary or require additional compaction equipment, in order to insure adequate compaction of a hot mixture. y 6. Protection of Existing Property Line Monuments SP7of7 Property corners designated by I.P. & T. (iron pipe and tag)on the Plans shall be protected during construction, however, if removal is necessary they shall be restored by the contractor at his expense. 7. Survey Monuments Survey monuments shall be constructed in accordance with city's Standard Drawing Std - 113 -L. Field staking for the installation of survey monuments will be performed by the city. h s !Y ^ CITYVNEWPORT BEACH - PUBLIC WORKS,)EPARTMENT ESTIMATING FORM PROJECT TITLE ./ ShoreG / /7�i FF'oa4' �oryn6 /�Cei /°rofecfs C -i32B, /9 > / -7Z Estimator's Name S71ere Date /97 Preliminary Q Final NO. ITEM QUANTITY UNIT PRICE AMOUNT /. �/� LO,lShWel- C" 7/i /t¢ 7,v -n,6 00 Z3w 2. " 6' .ylod• T <J" C -C. G'�FG. ire L.F. P. G.C. Cur ,6. 3-¢/ L f I/a 00 / `t • L'o+vdf "T ic/f' i°C. C. Sw f. 665 S.F zoo /370 lJlcs c . F�.ste -s Qa� S vi�.F /�v �'o� f �C -�. Sf4 /vain ✓a.b L.S. .g .SGi�°� .7Gi� P.C.C. Or Zew I S•F. S 2°d $DD 8 6' Gu,de P- C• C- X- Gu er �3a s• F � � e' CO � /2 -%D°O b B 36 L.F. ?D`� 7 //. L'o�57` �o�nb• S D, /m /e7` Job L -S, /selo2g /SDtl� /2. ban ExN7'• S• o. � J� c. ox • Jab L•s - � SCYJ i� ,5cb� a4,47tle/ 5`i`. -. ./o b L•S_ � / �d� / 5� ,,e m (,.'rcivi-i cm /G. " ¢ ° �Y C. Sewer Force N/a /m 991 L. F. g /D /7. " *1W I %e. M -/I. No..?L /,SDO= 3 GYJD �o ZD. " Sfd. Serve /w,0we1?rrsrr1 / Eq. /DD=° it Totes/ 7`eW , 667& 51. 'Sr�Y3 i rY 4'�.'Zi� -,_ yam. G �s✓.F v.�y}'.�'S- £ 2 3 D 0 0 D 0 + 1 6 0 0 0 0 + 1400.0000 1370.0000 1630.0000 500.0000 500.0000 1 2 6 0 0 0 0 0 it 200.0000 720.0000 1500.0000 500.0000 1500.0000 100.0000 14600.0000 5910.0000 3000.0000 2500.0000 1000.0000 100.0000 91750.0000T CITY OPEWPORT BEACH - PUBLIC WORKS OARTMENT ESTIMATING FORM PROJECT TITLE 5lorec /i'/S'oa4- 4m6inecj .�tojeCfS� ,0-/325, :,. /�i70-7/ __ — Estimator's Name Sfere %uc/frar+� Date Joie /6 1971 Preliminary Final NO. ITEM QUANTITY UNIT PRICE AMOUNT /• OaatS?rutt 6H 7/�ic4 Gi�f /0. c, Perm � 70 WS 4 20-- S Z240�� 2. ad• eowtrvc7' 6 7ope 'WI !'C.C. C°rh -pLer 7'lel- 4D L - j 4 °D 9 /60au 3 . 64�t,ti -crci 6 "T "iocC. G'uro L. F, g °�8 1,220—, 1, 6zsbwel`'6'i✓/od T e "f3"PCC Curb F S /53=' 370 6 . /Qt+nove a ,j j —° 'TOCI 7. ✓ab L•S, 500— .a'b -°-° 8, �a ire�et G "7 rw A ' "' 24� S.F, tea- oo 630 5•F ZQO /Z /o. If, -*ore Y- Relorar e lVi c 6ew a 91 q74es Jab �� L•5. >g l��° /BGtJ� //. (�snr�iu %B "AC. S�Uror/ !Jr ie C' /•css �05� L. 9?126eo0 " = C.. �br �m C /�rss 36 ' L Z6" 720 ° -0 /3. snore r a f. ro J °d L•S: /� ° —° /�°—° f P. e". ,O, R, R o IL U rir ✓ob 1 •S, � /500 ° —° � /SA9� / 's " i° Y. C, Arr .Or4i�', 2 '� E�✓cli 50 � /Dpoo 17 C�oycs7�rul7t 6 `P ✓f SewerA"J.si�! �5�6 L.F. .1 arfrnonl�- /ice. 758= �+ CITY AWPORT BEACH - PUBLIC WORKS SARTMENT ESTIMATING FORM PROJECT TITLE S/scc %�� iPuo�/- L'ayr�G��ec/ ,�roecfs� /329,_ /92v -71 Estimator's Name Ste ac rr Date k i e 18 /47/ Preliminary .ED Final 12y-� ., . QUAN/ TITY PRICE AMOUNT FNO. .Pe��, SITtEqM ! i9i�gsf y. Na. j- l Z ° —° • 2VIOW ` feIV. rNIT 215LZ �LY1 PO 21, lepn , /r/ad .P, f/. f?-eees7' 1,4s,50, �. /fC�JJ %O{'4° 4nq �� �4G6 ...iu �rJ%i /rr .s ,S/ LiD �I L•S. �.�� �Q� 23. Z4-5f- Std Sure r�u- merif. Eat Totes/ Es741-9rn47e-W lA // 00 :�;., •: ;; : � -/328 , /fesn .�Yo. / :. L'a�s �'. G " Tbrrit' L� i'�t A• C• Po rir� Arc¢S by AeVI- We7`er Sheet3 - 635 rite 36cef 6 - fi>t� >1°t2 Sheet to /Q50 .7412 7otq /.9•C 9rca = .�o8s Utz �// 3 /ce Utz Then., 7{or 6' A -�. Prof, i To•rr-rra9e = (3l00)(. o36i ///•6 law's Co // 112 Tams /7`�•+x �•2- 6" ype "A" Curb orrd Gutter�mod.�ied) /3y r/%asUl C ve'r77:. 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Shr?t �� 2S't�•O Y-7,oi r44 71240,6 0-00,0 71-69.o 7149.6 t75r -Od CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT ESTIMATING FORM PROJECT 6harecAvi-� Roam 6- /32B BY:Sfere ,Quc�i�a7» _ loroieci ('osf ,g 54,60,02= PRELIMINARY DEVISION z GyE meeri w�Z_DATEZpri/ ,?al' 1971 FINAL NO. ITEM e er QUANTITY UNIT PRICE AMOUNT /• Job L.S. —e 200= —° 2. Lo a c /m Re r / S /at en n Job /000 3. ¢" Thick Ace, .5tdew4 l K \ 700\ F l-°s 11 700 4. 6" 7 e "Q "/°CC. Curb y Gutter 260 L.F. 34L ly 900°-4, $. 6 "14md. T •:Ci`A.0 C. Curb y- Gv fie r 6 . Aeaworw/ word .Boc't a-%lks + PidA +ers Job. L.S. 30a- 3pp� 7. /°C• c. Job. L•s, 4 30Lf 11 0D ° 8. Fer/t /•n /rI lot f- /e `uN 9. S /a. /er. S %vw Ae/ve -vAww Job L.S. l2 ,g Iz6- u' /01 / k. kdl 6a;' e e tiow Jo b L. S /00� 160 e P✓G u wrb t J'ojo L.S. / ?. 3 "7h/elr A•e'. Sur4e,4i 55 ToIA5 1$ '?s a' /3 lo'Th/t/T C,4, /3w Cw✓rse //D Tows / G "7h,eh A.C.<. fes. Orin . o c/t T e 2= S F 2 75 =° /,S. 9 "Moo, ;7iloe P.C,e. Curb - *&-Her g4 L•F � S� 0=° ,S06 t0t / ( /pl*f»s / —/5) $ 7300 =° J f� Sheef Z,0-748 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT ESTIMATING FORM PROJECT C- /cgs BY:,,Sfere DEVISION ATE Mori/ 'I Z/ PRELIMINARY Q FINAL NO. ITEM Starrn Oro /� QUANTITY UNI� PRI E AMOUNT 16, /8 "AGP Stow" Z)PWf" 04S3 .rr 196 e.x 060—, s . 9760= /7 /8~ACP.i�er+.r lkwirr Cltss L• 25`— 975Jo /B Co+n�i�rre/ /w/et Job L•5 , /SCb /SOD'S /9, fJbavtela�lynMt� S.D. box A' t -5_ or 6004,# 6�Gto��o �ZO. °C C. Gi�� /rf Sfrue /uva —JO �%Oi+ Z..ar J� Lsuv— Gra ✓it Se- uPr -���r i�9�rw, 2/ • 6" i° K. C• Gyavii Ll 5 %suer /114iw /'�0 L •F /Gba— �� pppao 22 . S -1c/ 14 /5040 3, QQO 23 ,per n /° eces7 +l Asso .Ccwc Flat To / �a 2 DOO �" 24 k m d. r «4 f Dro AA .1-1. e.?. / Ea. 3 S00°= V. C• Foree MaI -A 570 L•F. �/ B,SSd�—° /rP•C•C X- 6(d-,& G/a S. SSG gISO° Sabtafal t /ttmt 16 47 300°0 —° To to/ Fro "ecf Cost ,$ Sg 600 °, —° /fer,� 2 .CendstaPiMJ fi' erric >'w /t�w1_Rt�a /sate•9rrtsf�' ' - �CMOYC arY,d replace APP�IK- _30 Shrubs Tf ss CZ u Shorecl�irh Rol, — 4e4ch Access Walk, (946 7) C It) f 4) = 48 Ta�.e/ Arta 696 "OfZ iCa // 7eb Af Toga/ Cestr C7ao) A00) 700 ffi Type ".e" SAarcchi� +,BeacA Ww Ik 4/.O Tafa/ L.F. = 2G0•D 52.5. /? O 6 O Tofa/ Cost = (2loG)( 3.50) /t. S 6.O = 9/0 3.44 -- _v....:5•�.?: ... ..:�.�: 'i -10 -7/ �.::s =.,. .Sha�eci :.�i.Raod. � '¢ 8 �,...,... E'¢.tl,2.,eta..0� Quv+tttf /CS ..__..... _ .. -,., C• /328 .. /ie+" s (p�.Mods it# td T�pe "0" P -Cf CuFy a «e( ; ;u}'ter Sho ecA - (iececA G✓a lk L.0 I Iry I6.5 - 7.5 12O .. Tota/ Cost r (7o)[4.ao) G�ZBO =` C4I/ •/i300 .: Uerit COST =�4.3d /lem G. ieewl. 9t Rep/ of epek G.ia /!rs ri i° /arrters. .4ppreK. Igo /,,is o�ew.1jc GlK ,901�ef s /G2 /. F /arttr • ,� /38 Tali/C4 is ffi 300=$ y5enn 7 i°GC. Sfairwa� T ia/ Costs e&) (S•75)= S 300" ,. /le sr+ 8 Fe+rCix' !Fe/ocrelow one! Adjgst�nrmt /wC/ Srtn // Gotr 2.5.O SS•0 1.0 25.0 58.0 167.0 c w ".a /le+ssq ,fPrrrr,S - /rr Sur . sie -r.+Ae /ocatio� 7 heels .6f trm /O <rale Re /ocatios� /Y/giM 64J2P � �Q� , ! Sha, e4: .. „ipoad. �iGyl�r4/ L'at%gOr /fem // - '4'oOYC /)pea 4rarMs c.Out/ef 7hru Curbs I Y 7 9 to VC (P 't z 1 - A IsE= 4vOlet i /r,"m eft v I loll \/Tole /Cast = t5== /fe*w 12 - 3" Thiele .A e, Sarjeaes"1q. �<iset 3 C'�/ de Sac CSAxe <l�i'il Rat } !dy �la�Ianettr le' =/ " Sheest 6 Shor•eels i, e4, Ru+n l C Fe, G7 Stay! - 882? Q = 838 '4ea =(6)(1.0): 838,44S OW #I 6rea = gyp t . Rlr•„ t 13 O'9 o aar: 8y! B9t �i= 33, P/.tn sre< f er Raw I Rv" 2 End- .1112 6 67 3 S�Y7rt •� ¢6se, C. 313 3.7 6 36 0 /92-0!' Coo /1 Area s = /450 stf z Sbee.4 6. Shoprehtl Rel.(lcxutkte) /dy P /orrl -me /sr �u•r / Ran 2 7°wp 4- 9 317 7-7-77 ff,rrt - 9196 7G/4 20' =i" a = /77 /63 grrq =(A) C9.6? c 628 52 71�tL C'o // '4re4 3 = 650 4f4 Teta/ '4-C '4p&A= 650-0 !430+650 a 195D 70el3 .Assu+Hiwy e4e° /441di /mss Co// SS 76116 To fu/ Co e i a (SS) (25} = $ /Z25 a —o •. s•B 4-20.7/ • Shoreth•�•1 Roast � 6 . 8.. • _.. :.: �•S�F /.�r�{e. o� Qu�� +etres C- /3.25 i 1 Qt yltgl Ct}�Ocry /�l -ss9 /$ - 6 '• Th is If C. A, [3- C,au rsa' . /Z 29 So ti OR /0474"s To 714/ Costa C /IOBOO) _ $SWIM G" Th,ck PC•e• Res Dew el .,4/op. 7ypl�L 10.50 M) C4) = 24.00 To* / Area % 8 iL Tofty/ /5) Med. rl a ';4 P. C. Y- 6: 4 de,r 3ot-17•/o ' - 30 M•oOGO 4 7• /o 43•/O Cs // 11J. F_ _.?.�� _, ..: `F-•i:: -�5' .,..jam.. Shcre'c. /i�?�. !Poae�._.... • •:� �., = stjynote . a.�..Qaa�'htt►ei . . .. L.r., _ ' ?/-/S � ?6.00 � ?G •OO � 21.OD t 8.4� +'-B• 4B �: 3B•IQ /iS.77 /9L' /r'Yari 17- /Br .flF S.D. e' /ass 22r Fri .r *t �F 3206 C *// 39' 72oA01 Cwit= 639)(23)`: 75 ° 6 t+w %to% /+Kle+ .46tnd.0"i vt oi' S.D. 9e ✓arYC• ,Qcx flsL.�ta L -S =.t 5ocfg ,Box tD GS - = sl /M49 S 2SDae9 _ Gr ar.,;Ati Sewer -Ford► /He /?t Categ�o�r to ,AK lsra vi Fi Stever /1 oom L.F. = 6Bt 7Z j'r4 ✓ /ty Sewlr - Ao rtc Mai M 04+e R/lH peeeas,* Fklt rOp) (c..+alk ilvea) 174e-►n 24 — Re.,-. Std. ,Precast Drop M•.N• Mo. 2 ( 4041is ,OveoO 8500 -= : .. 6t 3Soo4°' FOrfP M�t�+� Catrgory /tcm 25- ¢" PYC Ferree Woi" (I"eludq Fr#rxto y) ZV/ .f4y. G L.i 1st9.Ot70tB•St�4�3.Ot4o•Ot40,0 4-690 tG9.Of7.5t /o ts.$ +6•G }BOO y►9.O�F5�0 i51•d S69- 9 Co // 570 L.F •. ToYir/ Lbsta (570)( /500) B" AS Rv+, ! Rv• 2 EwQ- 9242 4425 Sr�rY _ 9075 4190 a - /49 /ss Area =(d)C4) = 596• +z 620 �'i° t = (6/0l C /•so) CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT CONTRACTORS CHECK -OUT LIST Bid Opening 8 -3 10:00 AM PROJECT SHORECLIFF ROAD COMBINED PROJECTS, Working Days 72 t ru 12-17 Deposit Required none storm drain, gravity sewer, force sewer Engineer's Estimate $51,750 m.in MHTRarT 119A NO. NAME PHONE DEPOSIT REMARKS D lAND nADDRESS o2, tA1icZ -IogA 1 J• Z19 40P 22738 v� ?. �/ C tTON [gLiF ,;? 783-0344) Urban P0, 4i,_ C.,Y-1r.co/ 1. _ O C .) i3) 0 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT CONTRACTORS CHECK -OUT LIST Bid Opening 8-3 10 AM PROJECT SHORECLTFF ROAD COMBINED Working Days -- thru 19-17 PROJECTS, C -1328 storm drain Deposit Require NnAs Engineers Estimate i 51_ gravity sewer, force sewwer main NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS 0 33 -F 33 C't U,, r, . 90 Zo -7 6 14 J 02 3 _ 12 a. a7, �. ` DVS 1 A . os Qua a. _ aos� 4-s �. KiL) C-2, l0 Q L V 7 -?,' 3� y33 337 -3/7d Y o 9 .v 1'- E oe 373 41 Mission Viejo, CA 92675 Municipal Pipeline & Construction Co. 830 -2842 picked up 7/22 Kordick & Son, Inc. 42 P. Bo 2 9 CA 91706 962-4610 ✓�9F D Po,rsT sn•c 'i 3 x033 s. 0 c4-7-,q 41 vi mw ty . :ex A( -6' %i T-&-*) 006 0 l t Sv -rt-Q- r O Z pfd 7-7 o k�GvJ CIO c -2--6 `f 97 �' L 1 �4 % G Ltd o gJ itlU 7 .. v6 to ?3G ®, ✓ J, G _9,Y.� �o , ► �o o Sv{ rW 4 0 � s� �n,��t-c. / S(LVEMf it 10() ? Cotes -c2 526 -4cvo 49 Z74-2 �tjc�2i�N6E?iFo4f�G 33 E CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT CONTRACTORS CHECK -OUT LIST Bid Opening 8 -3- aQ AM PROJECT Shorecliff Road Combined Projects Working Days - ru 12-11 Deposit Require none C -1328 storm drain , graViity sewerEngineer's Estimate 57, fnrrn cnwnr main NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS I co, INc. � 1 P.O. Drawer CZ Lynam -Wood 1� Z333 c Hw�i yGy�� Sully- Miller P.O.Box 432 nrapga, CA S. Maletich 6666 Valley Circle Griffith Co. 10457 Construction Way Eest �anta Ana Ca 92711 Salata, Inc. 7891 Cerritos • Notch Bedrosian 9207 El Azul Dale Casada 15462 Coronad Avenue Narkel Cement Contracting P.O. Box 1936 7J Ace Pipeline 1312 W. First Daily Construction op a Or Co Builder's h F W Dodge s c R. W. Mc Clellan 151 Commercial Way 0 3 Cal Slate + United Concrete Pipe Corp. 3 P.O Box 429 PROJECT CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT CONTRACTORS CHECK -OUT LIST Shorecliff Road Combined Projects C -1328 storm drain force sewer main Bid Opening 8 -3 10: AM Working Days g 12 17 Deposit Require Engineer's Estimate 51,750 NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS Ecco Contractors, inc. MAiL Ed 1417 N. Harper St Santa Ana 92;93 4853 7 - /X- 7/ G. R. McKervey -531 23882 Estancia // Anro Construction 2215 Lee Ave Hood Construction P.O. L. J. Dav is r P.O.Box 795 Orange. CA 92669 " Colich Construction ✓ 8320 Iris Pacific Pipeline 1632 S Greenwood Demco Construction 8536 Canal Barnett and Thomas 13732 So. Harbor ti Mark Construction P. 7r�/ ♦ r X) 6ardpn Grnvp- CA 9264n John Bebek 16642 Construction Way West 540 -4922 il �anta Ana. CA 92700 Card Construction Co. 16642 Construction Way West Santa Ana- CA 9270n A E. L. White Co.m Inc. 832 N. Lemon Street nrannp- CA ()2667 " L. Castillo 929 W. Mission Fcrnndidn- CA Patco 428 Orchid J, Corona dP1 Mar CA 92625 2619 ! 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SB°ae �45'W `` 3B p0 Y✓�) otl 9 .�— 1 2 G _ i n s - vo a/ 70 a N 75 �1 y _ •L 094 a <.°. -v o�9 �\�O op O ° 6a9 a 69 is 70 i? e1'°Q.OP �,.co' - 1 6a 71 71 y! a. b'l 1 ; 73 y --76 - I” a 21., �' o �''•w �4 / j ` /' - ., � �� �� � � 6 ♦ry � I, oa° �� r - Vo 1 � e 977 `': / 1 + ✓ '�9 33 0 ° 32 a 3/ 6 5 'I • -� JJ 0 \V 738 a ° OD :3,61 10 c° Er`� 9� /3 ?. si a ti 65 tip B+ J o^ 09 1135 4 =} 60 Z s K `S pai 3 134 39 --703'38'n ., OG 3 n �,.•' _ .s 3B'>s• -� O Tad /T 4 ` 133 . a a0 4 rosz°o952+✓°85 nn•° 57 a s Jt69 ^ k/z iv� 22 ern "' ZBs1 v 'r z�3c o o mh'° 5 vHt b a `5'q° :`'e 132 u. 4e •ea' bl hh .a/ 3's •w � 56 NSB°14 c� /5998 N.03 43N 0 55 ?NnNWTf 99 a6 y�. 1 /Bz 3a.. ) °C 6 zo'N sc' zs• w 'I 88 .S •Ip. R s 998 yn�'3 N N50 %k'3 3/ yl /.58 /ST 60 W N 7 4 6BS 65 1616') _ 13 0 s4° M1 b e^ `rcq- a oai. 5a sg.yr o N 6/°/3?45 \9 Wim\ N tz i¢4'n v 89 to x 40 X4.62 ' S8 98 s. 4' w N- 1429� m a.B, 10 o i' /59.5 ag, 26 64, s—�4o'3q E 1?9 a8 b 74,'LpJ of`e / 53 B/4M131 „$ N63/iB.4� and �\a N \$ •W 3 N701SB�j9 qM1 d \ ~e. O — r °1 45 4, si. 1� \ °oF °i vh /� 3 W ~ - B -s W / ia'T414e r,> a 6y;T o� 5. n b5 31 v 6 ,,s 9 64f ° S 3 b io b 35 F./ ,461° 31264 $\ fes;,�z°$$y26.zo N56z6 �s3o9� 9 91, 3gi so °' Z 5 B n as•se-aa •W M1 ^� �Ib��, `11 7f°5386,.. yzsa •El nJ 8o g9\y X634 �" 411a:v ¢I Z' loam �'-_ 2p - l 40 / 32f % .,. 50 � z tx � 2s� ° v 2 � vjoa "A' h / .` Ax q, 05 93 _ ze> 'b u p IIA 3a:% 6A5 y z. a \?- O `moo o "i9RoaR �f3p .,r h�°F r1.fY p1-21.; d ; 4 G/•59,0 i553T 3' 6 053N. 40 ° b° 245 a t m�. i K 9^ \\Q 2 �I B 3^13 12111 � �y' 190/2 ,1 . o vo h ti 119 c 4 b v oA, /p2 ,_- so 1 -'P 61. JOGS 15 1` _ ;583' foe 37 - se/ z=w C -1328 See Contract File for Map of Tract No. 1116 June 15, 1971 FJ Mr. Richard G. Kimball, Presides Shoreciiffs Property Owners Association, Inc. 242 Driftwood Road Corona del Mar, California 92625 Subject: Temporary Right of Entry over Beach Access Walkway from Shorecliff Road Dear For. Kimball: As discussed in our telephone conversation of June 14, 1971, we are forwarding to you 3 copies of the subject Temporary Right of Entry for the approval of the Association. Please sign, and return, one copy of the document to this office. We thank you for your cooperation in this matter. Should you nave any further questions concerning this project, please feel free to contact me at 673 -2110, Extension 271. Very truly yours, Steve Bucknam Project Engineer SB /bjg Att. TEMPORARY.RIGHT OF ENTRY .1� We the undersigned being the holder of an foot travel purposes over a portion of Lots Tract No. 1116 do hereby grant the City of and its contractors, a temporary permit fo r entry onto said easement for the purpose o f a storm drain and sewer main. easement for 102 and 103, Newport Beach right of constructing This right of entry permit shall terminate upon the completion of said work. SHORECLIFFS PROPERTY OWNERS ASSOCIATION, INC. Richard a Kimball, President JIB JEa "4) Rz �L Pa pX""� GRANT OF EASEMENT 0 NETTIE L. OPELLE, as sole owner of certain hereinafter described real property, hereby grants to the CITY OF NEWPORT BEACH, a municipal corporation, an easement for storm drain and unitary sewer purposes in, under and along the following described real property in the City of Newport Beach, County of Orange, State of California, to wit: The westerly 10.00 feet of Lot 102, Tract No. 1116 as shown on a map thereof recorded in Book 36, pages 19 and 20 of.Niscellaneous Maps in the office of the Recorder of Orange County, California. SUBJECT TO: All Covenants, Rights, Rights -of -way and Easements of Record. Said easement is shown on Drawing No. R/W- 5203 -L, entitled "Sanitary Sewer and Storm Drain Easement Portion Lot 102, Tract 1116 ", a copy of which is for the sake of convenient identification marked Exhibit "A" and attached hereto and made a part hereof by this reference.' :sate: NETTIE L. OPELLE STATE OF CALIFORNIA ) ss County of ) On before me, the undersigned, a Notary Public in an !or said State, personally appeared NETTIE L. OPELLE, known to me to be the person whose name is subscribed to the within Instrument and acknowledged that she executed the same. WITNESS my hand and official seal. Notary Public in and for said County and State. 98 Iq 102 oy: it j i {' t I Ids, I4 wdat Aso r"r ro jr smwrm x a" EXHIBIT "A" CITY OF NEWPORT BEACH DRAWN A/ DATE a- 7 -7/ PUBLIC WORKS DEPARTMENT APPROVED iet SWAIlrARY SEWER? AN40 da PUBLIC WORKS DIRECTOR S70.Q" OQAIAI EASEMENT R.E. 140. ??qR, r DRAWING 440r A02, ?;"C;r 111C 4 • TEMPORARY RIGHT OF ENTRY I, the undersigned, being the owner of property known as Lot 102, Tract 1116, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto our property for the purpose of constructing a storm drain and sewer mains. This right of entry permit shall terminate upon completion of said work. Date Orner, Lot 102, Tract No.. "yam Newport Beach, Californi 2660 6 -0 TEMPORARY RIGHT OF ENTRY I, the undersigned, being the owner of property known as Lot 102, Tract 1116, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto our property for the purpose of constructing a storm drain and sewer mains. -iris right of entry permit shall terminate upon completion of said work. Uate nLo't 702 Tract Ifc7 11 IT- Newport Beach, California92660 GRANT OP WjRMENT T. DUIXAN STEWART and GERALDINE T. STEWART, who acquired title as GERALDINE T. BALLINGER, husband and wife, hereby.grant to the CITE OF NEWPORT BEACH, a municipal corporation, an easement . for storm drain purposes in, under and along the following described real property in the City of Newport Beach, County of Orange, State of California, to wit: The southerly 138.86 feet of the easterly 5.00 feet of Lot 103, Tract No. 1116 as shown on a map thereof recorded in Book 36, pages lg and 20 of Miscellaneous Maps in the office of the Recorder of Orange County, California. SUBJECT TO: All Covenants, Rights, Rights -of -way and Easements of Record. Said easement is shown on Drawing No. "- 5204 -L, entitled "Storm Drain Easement Portion Lot 103, Tract 1116" a copy of which is for the sake of convenient identification marked Exhibit "A" and attached hereto and made a part hereof by this reference. Date: I &t 7 f T..1SCAN` STEWART /(, _ GLkkiia KE T. STEWART STATE OF CALIFORNIA) 1 ss County of Orange ) On to l�l I) before me, the undersigned, a Notary Public in a or said L State, personally appeared T. DUNCAN STEWART and GERALDINE T. STEWART, husband and wife, known to me to be the persons whose names are subscribed to the within Instrument and acknowledged that they executed the same. +ITN S' =y.hand.and: official seal. Y.OTHY1.L, PAIE4q.nw ii DOROTHY L, PALEN U Notary Public Notary Pu c n an or said rP State ct Cahtnrnia County and State. '„�'u Ptinapal Otbce in ,k t "O ° "� Orange Cbunty .r My Commissionlxpires Feb. 9, 1973 ; r I 98 J 'o /0O o 0 p9• ° 3�0 • /0/ J�9o. >. 4� as . � i r • ` �1pt � �t►� �b 0 !b i .4fleVP 2 S coo ®MeWr..T7 BE GQANARD A0 CITY Sy•o3 , E EXHIBIT "A" CITY OF NEWPORT BEACH DRAWN 4•1•M DATE 4 IF PUBLIC WORKS DEPARTMENT,, / `/ APPROVED —�� 670RM. Q� q1N EA.6EA E /yT 4SSY PUBLIC WORKS DIRECT6R f+ R.E. NO. rraJtT_LLl - DMAW JNU NO. R /M- 62O -Z I/ L- GRANT OF-WSEMENT T. DUNCAN STEWART and GERALDINE T. STEWART, who acquired title as GERALDINE T. BALLINGER, husband and wife, hereby gr'wnt to the CITY OF NEWPORT BEACH, a, municipal corporation, an easement for storm drain purposes in, under and along the following described real property in the City of Newport Beach, County of Orange, State of California, to wit: The southerly 138.86 feet of the easterly 5.00 feet of Lot 103, Tract No. 1116 as shown on a map thereof recorded in Book 36, pages 19 and 20 of miscellaneous Maps in the office of the Recorder of Orange County, California. SUBJECT TOs All Covenants, Rights, Rights -of -way and Easements of Record. Said easement is shown on Drawing No. R/W- 5204 -L, entitled "Storm Drain Easement Portion Lot 103, "Tact 1116" a copy of which is for the sake of convenient identification marked Exhibit "A" and attached hereto and made a part hereof by this reference. Date: T. DUNCAN STEWART GERALDINE T. STEWART STATE OF CALIFORNIA) ) sa County of Orange ) On before me, the undersigned, a Notary Public in and for said State, personally appeared T. DUNCAN STEWART and GERALDINE T. STEWART, husband and wife, known to me to be the persons whose names are subscribed to the within Instrument and acknowledged that they executed the same. WITNESS my hand and official seal. Notary Vublic in and for said County and State. 1 1 -98 a�0 Sy\ opQ 99 1 /oo J J �1 l9 ro P6' °o. v v ioy r •% t r � I i I fl i �. 6 1, �5 0,1 0 LEGEND 2 ®eyar.ltd BE GRANIEo v cay S9•os E EXHIBIT "A" CITY OF NEWPORT BEACH DRAWN Q•1 M DATE 4 -7- 7/ PUBLIC WORKS DEPARTMENT APPROVED 4SSY PUBLIC WORKS DIRECTOR STORM ORQ /N EASEM�'NT R.E. NO. /2BOG 0�4Ill1Al/IlJ �` wo No. R /LU— X204 —L TEMPORARY RIGHT OF ENTRY We the undersigned, being the owners of property known as Lot 103, Tract No. 1116, do hereby grant the City of Newport Beach and its contractors a temporary permit for right of entry onto our property for the purpose of constructing a storm drain and sewer mains. This right of entry permit shall terminate upon the com- pletion of said work. - /C) 7, Date Owners of Lot 103, Tract No. 1116 Newport Beach, California 92660 TEMPORARY RIGHT OF ENTRY We toe undersigned, being the owners of property known as Lot 103, Tract -io. 1116, do hereby grant the City of Newport Beac;i and its contractors a temporary permit for right of entry onto our property for the purpose of constructing a storm drain and sewer mains. This riyht of entry permit shall terminate upon the com- pletion of saia work. Owners of Lot 103, Tract No. 1116 Newport Beach, California 32660 June 3, 1971 TO: CITY ATTORNEY FROM: Public Works Department SUBJECT: STORM DRAIN EASEMENT OVER PORTION OF LOT 103, TRACT NO. 1116 Attached is a legal description and sketch showing said easement. Also attached for your information is a copy of the title report covering said property. Please prepare a Grant of Easement for storm drain purposes from the owner of record, as shown on the title report,to the City of Newport Beach. When the document has been prepared, send it to roe and I will be responsible for its execution. If any questions arise, please contact Irwin Miller. Steve Bucknam Project Engineer AIM /bg Att. f EASEMENT FOR STORM DRAIN PURPOSES OVER PORTION LOT 103 The southerly 138.36 feet of the easterly 5.00 feet of Lot 103, Tract No. 1116 as shown on a map thereof recorded in Book 36, page 19 and 20 of Miscellaneous Maps in the office of the Recorder of Orange County, California. 0 % EASEMENT FOR STORM DRAIN PURPOSES OVER PORTION LOT 103 The southerly 138.36 feet of the easterly 5.00 feet of Lot 103, Tract No. 1116 as shown on a map thereof recorded in Book 36, page 19 and 20 of Miscellaneous Maps in the office of the Recorder of Orange County, California. CONDEMNATION GUARANTEE OUR NOa 498084 FEE 8 $52.00. JACK WILCOX# TITLE OFFICER& ATTENTION, TITLE INSURANCE AND TRUST COMPANY GUARANTEES THAT ACCORDING TO AN EXAMINATION OF THOSE PUBLIC RECORDS WHICH UNDER THE RECORDING LAWS IMPART CONSTRUCTIVE NOTICE OF MATTERS AFFECTING THE TITLE TO THE LAND HEREINAFTER DESCRIBED# THE VESTING AND CONDITION OF SAID TITLE AND THE NECESSARY PARTIES DEFENDANT IN AN ACTION TO CONDEMN SAID LAND ARE# AT THE DATE HEREOF# AS HEREINAFTER SHOWN, THE COMPANY GUARANTEES, CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS& IN A SUM NOT TO EXCEED, $3+000 &00& WHICH SUM SHALL INCLUDE LIABILITY SUBSEQUENTLY ASSUMED UNDER CONTINUATION OR SUPPLEMENTAL GUARANTEES REFERRING TO THIS GUARANTEE# THAT THE INFORMATION IN THIS GUARANTEE IS CORRECT& DATED& APRIL 14# 1971 AT 7130 A &M& TITLE INSURANCE AND TRUST COMPANY m ATTEST, VICE PRESIDENT ASST& SECRETARY VESTING OF TITLES To DUNCAN STEWART AND GERALDINE To STEWARTv WHO ACQUIRED TITLE AS GERALDINE To BALLINGERv HUSBAND AND WIFE# AS JOINT TENANTS. TITLE ACQUIRED BY DEED RECORDED OCTOBER 25v 1949# AS INSTRUMENT N0. 40852+ BOOK 1919 PAGE 3949 OFFICIAL RECORDS# IRS $12.10. MAILING ADDRESS# To DUNCAN STEWARTv 183 SHORECLIFF ROAD# CORONA DEL MAR# CALIFORNIA. SUBJECT TO MATTERS SHOWN IN PART ONE OF SCHEDULE B AND EXCLUSIONS FROM THE COVERAGE OF C.L.T.A. STANDARD COVERAGE POLICY FORM# COPY- 498084 PAGE 1 RIGHT 1963# AND* FREE FROM ALL ENCUMBRANCES EXCEPT, 1. GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1971 -1972# A LIEN NOT YET PAYABLE. 2, SECOND INSTALLMENT GENERAL AND 1470 -1971* COVERING THIS AND OTHER AMOUNT $19159.57. PLUS PENALTY AND COSTS OF X72 #57* SPECIAL TAXES FOR THE FISCAL YEAR PROPERTY. 3. COVENANTS* CONDITIONS AND RESTRICTIONS# BUT DELETING RESTRICTIONS# IF ANY# BASED ON RACE# COLOR* RELIGION OR NATIONAL ORIGIN# IN AN INSTRUMENT RECORDED IN BOOK 165 PAGE 252 OFFICIAL RECORDS. THE COVENANTS+ CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE* 4. COVENANTS; CONDITIONS AND RESTRICTIONS* BUT DELETING RESTRICTIONS; IF ANY# BASED ON RACE# COLOR# RELIGION OR NATIONAL ORIGIN; IN AN INSTRUMENT RECORDED IN BOOK 1430 PAGE 525 OFFICIAL RECORDS• THE COVENANTS# CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. 5. THE EXCEPTION AND RESERVATION OF THOSE CERTAIN EASEMENTS# RIGHTS AND RIGHTS OF WAY DESCRIBED AND SET FORTH IN THAT CERTAIN DECLARATION CREATING AND IMPOSING EASEMENTS AND RIGHTS OF WAY* RECORDED SEPTEMBER 11# 1946 IN BOOK 1431* PAGE 276 OF OFFICIAL RECORDS. 6. A DEED OF TRUST TO SECURE AND ANY OTHER AMOUNTS PAYABLE OCTOBER 299 1965 IN BOOK 7721 DATED e OCTOBER 20# 1965. TRUSTOR t T. DUNCAN STEWART ACQUIRED TITLE AS AND WIFE. TRUSTEE k UNITED CALIFORNIA BENEFICIARYs UNITED CALIFORNIA AN INDEBTEDNESS OF $25 +000.00. UNDER THE TERMS THEREOF# RECORDED PAGE 367 OFFICIAL RECORDS. AND GERALDINE T. STEWART# WHO GERALDINE T. BALLINGER# HUSBAND BANK* A CALIFORNIA CORPORATION. BANK+ A CALIFORNIA CORPORATION* 498084 PAGE 2 DESCRIPTION LOT 103 OF TRACT N0, 1116* IN THE CITY OF NEWPORT BEACH* COUNTY OF ORANGE* STATE OF CALIFORNIA* AS PER MAP RECORDED IN BOOK 36* PAGES 19 AND 20 OF MISCELLANEOUS MAPS* IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY• 498084 PAGE 3 SAID NECESSARY PARTIES* OTHER THAN THOSE HAVING A CLAIM OR INTEREST BY REASON OF MATTERS SHOWN IN EXCEPTIONS NUMBERED 1 TO 5 INCLUSIVE. TO BE MADE DEFENDANTS IN SAID ACTION TO BE BROUGHT BY CITY OF NEWPORT BEACH# A MUNICIPAL CORPORATION• AS PLAINTIFF+ ARE AS FOLLOWS+ 1. To DUNCAN STEWART AND GERALDINE To STEWART# OWNERS OF RECORD. 20 UNITED CALIFORNIA BANK* A CORPORATION# TRUSTEE AND BENEFICIARY AS TO ITEM 6. IT IS ASSUMED FOR THE PURP05E OF THIS GUARANTEE THAT THE MATTERS REFERRED TO IN EXCEPTIONS 1 TO 5 INCLUSIVE. WILL NOT BE AFFECTED BYSAID ACTION. NOTE% ANY AND ALL PARTIES KNOWN TO THE PLAINTIFF TO HAVE OR CLAIM ANY INTEREST IN SAID LAND* OR WHOSE INTEREST COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF# SHOULD ALSO BE NAMED AS PARTIES DEFENDANT. 498084 PAGE 4 Y TO 236 VG / i Mmn/ Pours 41 �0 u SA o� 9T 7p �4o F � u 6 I \I LO 1py /G JS , k EVENr.v� /�Y /qP S S�6dn. TRACT N° 1116 L OTS / fo S6, 64 r`o /06 C /40 4 142 TT This is not a survey of the land but is compiled for information by the 1 Title Insurance and Trust Company from data shown by the official records. CONDEMNATION GUARANTEE OUR N08 498084 FEE a $52.00. JACK WILCOX# TITLE OFFICER. ATTENTION+ TITLE INSURANCE AND TRUST COMPANY GUARANTEES THAT ACCORDING TO AN EXAMINATION OF THOSE PUBLIC RECORDS WHICH UNDER THE RECORDING LAWS IMPART CONSTRUCTIVE NOTICE OF MATTERS AFFECTING THE TITLE TO THE LAND HEREINAFTER DESCRIBED9 THE VESTING AND CONDITION OF SAID TITLE AND THE NECESSARY PARTIES DEFENDANT IN AN ACTION TO CONDEMN SAID LAND ARE# AT THE DATE HEREOF, AS HEREINAFTER SHOWN. THE COMPANY GUARANTEESS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS. IN A SUM NOT TO EXCEEDS $39000.00. WHICH SUM SHALL INCLUDE LIABILITY SUBSEQUENTLY ASSUMED UNDER CONTINUATION OR SUPPLEMENTAL GUARANTEES REFERRING TO THIS GUARANTEE# THAT THE INFORMATION IN THIS GUARANTEE IS CORRECT. DATEDS APRIL 149 1971 AT 7530 A.M. TITLE INSURANCE AND TRUST COMPANY Im ATTESTS VICE PRESIDENT ASST. SECRETARY VESTING OF TITLES T. DUNCAN STEWART AND GERALDINE T. STEWART# WHO ACQUIRED TITLE AS GERALDINE T. BALLINGER9 HUSBAND AND WIFE# AS JOINT TENANTS. TITLE ACQUIRED BY DEED RECORDED OCTOBER 259 19499 AS INSTRUMENT N0. 408529 BOOK 1919 PAGE 3949 OFFICIAL RECORDS9 IRS $12.100 MAILING ADDRESS# T. DUNCAN STEWART# 183 SHORECLIFF ROADS CORONA DEL MAR, CALIFORNIA. SUBJECT TO MATTERS SHOWN IN PART ONE OF SCHEDULE B AND EXCLUSIONS FROM THE COVERAGE OF C.L.T.A. STANDARD COVERAGE POLICY FORMS COPY- 498084 PAGE 1 s • RIGHT 19639 ANDS FREE FROM ALL ENCUMBRANCES EXCEPT, It GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1971 -19729 A LIEN NOT YET PAYABLE. 2. SECOND INSTALLMENT GENERAL AND 1970 -19719 COVERING THIS AND OTHER AMOUNT $19159.57. PLUS PENALTY AND COSTS OF $72.57. SPECIAL TAXES FOR THE FISCAL YEAR PROPERTY. 3. COVENANTS# CONDITIONS AND RESTRICTIONS# BUT DELETING RESTRICTIONSo IF ANY# BASED ON RACE# COLOR# RELIGION OR NATIONAL ORIGIN# IN AN INSTRUMENT RECORDED IN BOOK 165 PAGE 252 OFFICIAL RECORDS* THE COVENANTS+ CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE• 4. COVENANTS+ CONDITIONS AND RESTRICTIONS# BUT DELETING RESTRICTIONS? IF ANY9 BASED ON RACE? COLOR? RELIGION OR NATIONAL ORIGIN? IN AN INSTRUMENT RECORDED IN BOOK 1430 PAGE 525 OFFICIAL RECORDS. THE COVENANTS? CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE* 5. THE EXCEPTION AND RESERVATION OF THOSE CERTAIN EASEMENTS? RIGHTS AND RIGHTS OF WAY DESCRIBED AND SET FORTH IN THAT CERTAIN DECLARATION CREATING AND IMPOSING EASEMENTS AND RIGHTS OF WAY# RECORDED SEPTEMBER 119 1946 IN BOOK 1431# PAGE 276 OF OFFICIAL RECORDS. 6. A DEED OF TRUST TO SECURE AND ANY OTHER AMOUNTS PAYABLE OCTOBER 299 1965 IN BOOK 7721 DATED + OCTOBER 209 1965. TRUSTOR t To DUNCAN STEWART ACQUIRED TITLE AS AND WIFE. TRUSTEE + UNITED CALIFORNIA BENEFICIARY, UNITED CALIFORNIA 498084 AN INDEBTEDNESS OF S25 1000.00. UNDER THE TERMS THEREOF# RECORDED PAGE 367 OFFICIAL RECORDS, AND GERALDINE To STEWART9 WHO GERALDINE T. BALLINGER9 HUSBAND BANK# A CALIFORNIA CORPORATION• SANK9 A CALIFORNIA CORPORATION# PAGE 2 i tiwi�'r ,t DESCRIPTION LOT 103 OF TRACT N0. 1116# IN THE CITY OF NEWPORT BEACH# COUNTY OF ORANGE# STATE OF CALIFORNIA# AS PER MAP RECORDED IN BOOK 369 PAGES 19 AND 20 OF MISCELLANEOUS MAPS# IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 498084 PAGE 3 TO 238 VC Ap0 � yh lS EVLNlv.� i I i i Mre Peal�r TRACT N° 1116 L 0779 / to 36, 64 to 106 c 140 h 141 TI This is not a survey of the /and but is compiled for information by the Title Insurance and Trust Company from data shown by the official records. to CONDEMNATION GUARANTEE OUR NOs 498084 FEE $ $52.00. JACK WILCOX9 TITLE OFFICER. ATTENTION, TITLE INSURANCE AND TRUST COMPANY GUARANTEES THAT ACCORDING TO AN EXAMINATION OF THOSE PUBLIC RECORDS WHICH UNDER THE RECORDING LAWS IMPART CONSTRUCTIVE NOTICE OF MATTERS AFFECTING THE TITLE TO THE LAND HEREINAFTER DESCRIBED► THE VESTING AND CONDITION OF SAID TITLE AND THE NECESSARY PARTIES DEFENDANT IN AN ACTION TO CONDEMN SAID LAND ARE► AT THE DATE HEREOF► AS HEREINAFTER SHOWN. THE COMPANY GUARANTEES$ CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS. IN A SUM NOT TO EXCEED[ $39000.00. WHICH SUM SHALL INCLUDE LIABILITY SUBSEQUENTLY ASSUMED UNDER CONTINUATION OR SUPPLEMENTAL GUARANTEES REFERRING TO THIS GUARANTEE► THAT THE INFORMATION IN THIS GUARANTEE IS CORRECT. DATEDs APRIL 149 1971 AT 7$30 A.M. TITLE INSURANCE AND TRUST COMPANY BY, ATTEST$ VICE PRESIDENT ASST. SECRETARY VESTING OF TITLE, T. DUNCAN STEWART AND GERALDINE T. STEWART9 WHO ACQUIRED TITLE AS GERALDINE T. BALLINGER; HUSBAND AND WIFE► AS JOINT TENANTS. TITLE ACQUIRED BY DEED RECORDED OCTOBER 259 1949► AS INSTRUMENT N0. 408529 BOOK 1919 PAGE 3949 OFFICIAL RECORDS9 IRS $129109 MAILING ADDRESS► T. DUNCAN STEWART9 183 SHORECLIFF ROADS CORONA DEL MARS CALIFORNIA. SUBJECT TO MATTERS SHOWN IN PART ONE OF SCHEDULE B AND EXCLUSIONS FROM THE COVERAGE OF C.L.T.A9 STANDARD COVERAGE POLICY FORMS COPY- 498084 PAGE 1 RIGHT 1963# AND# FREE FROM ALL ENCUMBRANCES EXCEPT, 1. GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1971 -1972► A LIEN NOT YET PAYABLE* 2. SECOND INSTALLMENT GENERAL AND 1970 -1971# COVERING THIS AND OTHER AMOUNT $1 9159.57. PLUS PENALTY AND COSTS OF $72.579 SPECIAL TAXES FOR THE FISCAL YEAR PROPERTY. 3. COVENANTS# CONDITIONS AND RESTRICTIONS# BUT DELETING RESTRICTIONS► IF ANY# BASED ON RACE# COLOR# RELIGION OR NATIONAL ORIGIN# IN AN INSTRUMENT RECORDED IN BOOK 165 PAGE 252 OFFICIAL RECORDS. THE COVENANTS► CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE, 4. COVENANTS# CONDITIONS AND RESTRICTIONS# BUT DELETING RESTRICTIONS► IF ANY# BASED ON RACE# COLOR# RELIGION OR NATIONAL ORIGIN* IN AN INSTRUMENT RECORDED IN BOOK 1430 PAGE 525 OFFICIAL RECORDS. THE COVENANTS+ CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. 5. THE EXCEPTION AND RESERVATION OF THOSE CERTAIN EASEMENTS► RIGHTS AND RIGHTS OF WAY DESCRIBED AND SET FORTH IN THAT CERTAIN DECLARATION CREATING AND IMPOSING EASEMENTS AND RIGHTS OF WAY* RECORDED SEPTEMBER 11# 1946 IN BOOK 1431# PAGE 276 OF OFFICIAL RECORDS, 6. A DEED OF TRUST TO SECURE AND ANY OTHER AMOUNTS PAYABLE OCTOBER 29* 1965 IN BOOK 7721 DATED s OCTOBER 20* 1965. TRUSTOR s T. DUNCAN STEWART ACQUIRED TITLE AS AND WIFE. TRUSTEE + UNITED CALIFORNIA BENEFICIARYs UNITED CALIFORNIA 498084 AN INDEBTEDNESS OF $25 #000.00. UNDER THE TERMS THEREOF# RECORDED PAGE 367 OFFICIAL RECORDS, AND GERALDINE T. STEWART# WHO GERALDINE T. BALLINGER* HUSBAND BANK# A CALIFORNIA CORPORATION• BANK* A CALIFORNIA CORPORATION. PAGE 2 oiDl li i i DESCRIPTION LOT 103 OF TRACT N0. 1116• IN THE CITY OF NEWPORT BEACHr COUNTY OF ORANGES STATE OF CALIFORNIA9 AS PER MAP RECORDED IN BOOK 36+ PAGES 19 AND 20 OF MISCELLANEOUS MAPS► IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 498084 PAGE 3 SAID NECESSARY PARTIES# OTHER THAN THOSE HAVING A CLAIM OR INTEREST BY REASON OF MATTERS SHOWN IN EXCEPTIONS NUMBERED 1 TO 5 INCLUSIVE. TO BE MADE DEFENDANTS IN SAID ACTION TO BE BROUGHT BY CITY OF NEWPORT BEACH# A MUNICIPAL CORPORATION. AS PLAINTIFF# ARE AS FOLLOWSt i; T. DUNCAN STEWART AND GERALDINE T. STEWART# OWNERS OF RECORD# 2. UNITED CALIFORNIA BANK# A CORPORATION# TRUSTEE AND BENEFICIARY AS TO ITEM 66 IT IS ASSUMED FOR THE PURPOSE OF THIS GUARANTEE THAT THE MATTERS REFERRED TO IN EXCEPTIONS 1 TO 5 INCLUSIVE. WILL NOT BE AFFECTED BYSAID ACTION. NOTE ANY AND ALL PARTIES KNOWN TO THE PLAINTIFF TO HAVE OR CLAIM ANY INTEREST IN SAID LAND# OR WHOSE INTEREST COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF# SHOULD ALSO BE NAMED AS PARTIES DEFENDANT. I 498084 PAGE 4 V TO 236 VC i Mre Peul. !rV/IR S �OOON. TRACT N° 1116 LOTS / fe 36, 64 M 106 [ 140t',142 TI This is not a survey of the land but is compiled for information by the Title Insurance and Trust Company from data shown by the official records. UT /: /,�,/ / CIATWEIO s bQ-Carz, ii T iz cy E A S EMENT. For a valuable consideration, receipt of which is hereby acknowledged, the undersigned, Nettie L. Opelle, does hereby grant to the City of Newport Beach, California, an easement for, and the right to construct, maintain, operate and use for sanitary sewer purposes �onlv� over and across ..all that certain real property situated in the City of Newport Beach, Orange County, California,'described as follows, to wit: Parcel No. 1 strip ot land 8 feet in width lying 4 feet on each side of the following described center line: " - Beginning at a point in the southeasterly line of Lot 102 of Tract No. 1116 in the City of Newport Beach, as shown on a map thereof recorded in Book 36, pages 19 and 20 of Miscellaneous Maps 'in the office of the Recorder of Orange County, California, North 19° 01' 30" East 73.50 feet from the most southerly corner thereof, and running thence North 706 58' 30" West 16.70 feet; thence South 45° 41' 52" West 45.64 feet more Or: less to the westerly line of said lot. The sidelines of above described strip of land to originate in the said southeasterly line and terminate in the said westerly line. Parcel No. 2 That portion of the westerly 10 feet of said Lot 102 lying northerly of above described Parcel No. 1. together with the right to enter upon said land for the purpose of repair, and maintenance of the sanitary sewer pipe lines to be placed and installed in said land. _ This grant is made by the grantor, and accepted by the grantee upon and suW ect to the following terms, covenants and conditions: (a) That said easement will not be used for any purpose or purposes other than the installation and maintenance NO 130500 12/66 C —Of not more than two pipe lines constructed of either steel or cast iron, the outside diameter of either of which shall not exceed 7 inches" (b) That said pipe lines shall be placed and installed at the greatest depth permissible under the existing surface contour of the land affected by said easement. (c) That the grantor expressly reserves the right to use the surface of said easement for planting, landscaping. and/or the installation of walks, or walkways, garden, or patio, provided that the grantor shall not place or erect thereon any permanent structure other than surface covering, paving or flat cement work. (d) That the grantor expressly reserves the right to erect, place or install a deck canopy, balcony or other form of structure above the land affected by said easement, provided that the same shall be constructed or installed at least 3 feet above the surface of the land affected by said easement. (e) That this grant is subject to all existing casements of record. WITNESS the hd d of the grantor at Newport Beach, -7 California, this .-:i nday of 1959. Nettie L. Opelle STATE OF CALIFORNIA as. COUNTY OF ORANGE. " On 1959, before me, the undq?:83., no a Notary Public in dnu or said County and State, personally appeared Nettie L. Opelle, known to me to be the pers.oP whose name is subscribed to the within instrument and acknowled."ed that she executed the same. ................... Notary 7' t "7J ATLAS SHr. No . ......... 7.7n�Rpqk OF PLOTTED BY- ';,D!.!N'.'Y CALIFORNIA ...... CHECKED QCUOY� WX iti.,111t ED cy ........... .. .. ... ... .. .. NO 130-500 12/56 Z 11 t� • w r" TO: CITY ATTOR,iEY FROM: Public Works Department June 1, 1971 SUBJECT: STORM DRAIi XiD SANITARY SE'AER EASEMENT OVER PORTION OF LOT 102, TRACT 140. 1116 Attached is a legal description and sketch showing said easenent. Also attached for your information is a copy of the title report covering said property. Please prepare a Grant of Easement for Storm Drain and Sanitary Sewer purposes froia tiie owroer of record, as s;iown on tiie title report, to the City of Uewport :;aach. When tite document has been prepared, send it to me and I will be responsible for its execution. If any questions arise, please contact Irvin Hiller. Steve 3ucknaia Project Engineer AIH/bg Att. EASEMENT FOR SANITARY SEWER AND STORM DRAIN PURPOSES OVER PORTION LOT 102 The westerly 10.00 feet of Lot 102, Tract No. 1116 as shown on a map thereof recorded in Book 36, page 19 and 20 of Miscellaneous Maps in the office of the Recorder of Orange County, California. 1 , �v. EASEMENT FOR SANITARY SEWER AND STORM DRAIN PURPOSES OVER PORTION LOT 102 The westerly 10.00 feet of Lot 102, Tract No. 1116 as shown on a map thereof recorded in Book 36, page 19 and 20 of Miscellaneous Maps in the office of the Recorder of Orange County, California. 7 0 CONDEMNATION GUARANTEE OUR N08 498083. FEE e $52.00 JACK WILCOX# TITLE OFFICER. ATTENTIONR TITLE INSURANCE AND TRUST COMPANY GUARANTEES THAT ACCORDING TO AN EXAMINATION OF THOSE PUBLIC RECORDS WHICH UNDER THE RECORDING LAWS IMPART CONSTRUCTIVE NOTICE OF MATTERS AFFECTING THE TITLE TO THE LAND HEREINAFTER DESCRIBED+ THE VESTING AND CONDITION OF SAID TITLE AND THE NECESSARY PARTIES DEFENDANT IN AN ACTION TO CONDEMN SAID LAND ARE; AT THE DATE HEREOF. AS HEREINAFTER SHOWN. THE COMPANY GUARANTEES$ CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS. IN A SUM NOT TO EXCEED$ $3 +000.00. WHICH SUM SHALL INCLUDE LIABILITY SUBSEQUENTLY ASSUMED UNDER CONTINUATION OR SUPPLEMENTAL GUARANTEES REFERRING TO THIS GUARANTEE+ THAT THE INFORMATION IN THIS GUARANTEE IS CORRECT. DATED, APRIL 149 1971 AT 7130 A.Ms TITLE INSURANCE AND TRUST COMPANY BY ATTEST, VICE PRESIDENT ASSTS SECRETARY VESTING OF TITLE, NETTIE L. OPELLEs A WIDOWS TITLE ACQUIRED BY DEED RECORDED OCTOBER 25r 1946 AS INSTRUMENT NOs 53054 IN BOOK 1451 PAGE 526r OFFICIAL RECORDSP IRS $8,25s MAILING ADDRESS$ NETTIE L. OPELLEP 187 SHORE CLIFF DRIVEr CORONA DEL MART CALIFORNIA. SUBJECT TO MATTERS SHOWN I.N PART ONE OF SCHEDULE B AND EXCLUSIONS FROM THE COVERAGE OF C.L.T.A. STANDARD COVERAGE POLICY FORMP COPY - iGH? 1963. AND, 498083 PAGE 2 FREE FROM ALL ENCUMBRANCES EXCEPTS It GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1971 -19729 A LIEN NOT YET PAYABLE. 20 COVENANTSo CONDITIONS AND RESTRIC'M ONSo BUT DELETING RESTRICTIONSo IF ANY) BASED ON RACE# COLORS RELIGION OR NATIONAL ORIGINS IN AN INSTRUMENT RECORDED IN BOOK 165 PAGE 2529 OFFICIAL RECORDSe THE COVENANTS* CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE* 3o COVENANTSo CONDITIONS AND RESTRICTIONS+ BUT DELETING RESTRICTIONS, IF ANY+ BASED ON RACES COLORo RELIGION OR NATIONAL ORIGIN) IN AN INSTRUMENT RECORDED IN BOOK 1430 PAGE 525) OFFICIAL RECORDS* THE COVENANTS) CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. 4. A PERPETUAL NON— EXCLUSIVE EASEMENT FOR FOOT TRAVEL ONLY FOR THE PURPOSE OF INGRESS AND EGRESS TO THE BEACH ALONG THE PACIFiC OCEAN+ AS DISCLOSED BY AN INSTRUMENT RECORDED SEPTEMBER Ilo 1946 IN BOOK 1431 PAGE 2769 OFFICIAL RECORDS) OVER THAT PORTION OF SAID LOT 102 DESCRIBED AS FOLLOWS, BEGINNING AT THE MOST NORTHERLY CORNER OF LOT 102; THENCE SOUTH 90 52' 13" WEST 30,00 FEET TO AN ANGLE POINT IN THE SOUTHWESTERLY LINE OF SAID LOT 102; THENCE SOUTH 290 37S 5611 EAST. ALONG SAID SOUTHWESTERLY LINE 155o00 FEET; THENCE NORTH 600 221 82" EAST, 10.00 FEET; THENCE NORTH 290 371 5611 WEST TO THE INTERSECTION WITH A LINE WHICH IS PARALLEL WITH AND DISTANT EASTERLY 10000 7EE7 MEASURED AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID LOT 102; THENCE NORTH 90 521 1311 EAST 28000 FEET) MORE OR LESS TO THE INTERSECTION WITH THE CURVED NORTHERLY LINE OF SAID LOT 102; THENCE WESTERLY ALONG SAID LAST MENTIONED LINE 11000 FEET TO THE POINT OF BEGINNINGo 5o AN EASEMENT FOR SEWERS AND INCIDENTAL PURPOSES AS SET FORTH IN AN INSTRUMENT RECORDED IN BOOK 1455 PAGE 3049 OFFICIAL RECORDS OVER THOSE PORTIONS OF LOTS 100) 101 AND 102 OF SAID TRACT N0o 1116 LYING WITHIN A STRIP OF LAND 5 FEET IN WIDTH BEING 2x50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINES BEGINNING AT A POINT IN THE SOUTHWESTERLY LINE OF LOT 302 OF SAID TRACT NO* 1116) DISTANT NORTH 290 371 58" WEST THEREON 104 FEET FROM THE MOST EASTERLY CORNER THEREOF; THENCE NORTHEASTERLY IN A DIRECT LINE TO A POINT IN THE SOUTHWESTERLY LINE OF LOT 101 OF SAID TRACT N0. 1116o SAID POINT BEING DISTANT NORTH 470 361 40" WEST THEREONo 49 FEET FROM THE MOST SOUTHERLY CORNER 498083 PAGE 2 OF SAID LOT 101; THENCE NORTHEASTERLY IN A DIRECT LINE TO A POINT IN THE SOUTHEASTERLY LINE OF LOT 100 OF SAID TRACT NO* 1116 SAID POINT BEING DISTANT SOUTH 890 22' 35" WEST 56.66 FEET FEET THEREON FROM THE MOST EASTERLY CORNER OF SAID LOT 1009 THENCE SOUTHEASTERLY IN A DIRECT LINE TO A POINT IN THE SOUTHEASTERLY LINE OF LOT 99 OF SAID TRACT NO* 1116, SAID POINT ` 3EING SOUTH 660 08' 50" WEST THEREON 71.23 FEET FROM THE MOST EASTERLY CORNER OF SAID LOT 99, EXCEPTING THEREFROM ANY PORTION "HEREOF WITHIN THE 5 —FOOT EASEMENT GRANTED TO THE CITY OF NEWPORT BEACH+ AND SHOWN ON MAP OF SAID TRACT NO. 1116. 6. AN EASEMENT FOR SEWERS AND INCIDENTAL PURPOSES AS SET FORTH IN AN INSTRUMENT RECORDED IN BOOK 4630 PAGE 1799 OFFICIAL RECORDS, OVER e PARCEL NO* 1s A STRIP OF LAND 8 FEET IN WIDTH LYING 4 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINES BE'GINNING AT A POINT IN THE SOUTHEASTERLY LINE OF LOT 102 OF TRACT NO* 1116 IN THE CITY OF NEWPORT BEACH; AS SHOWN ON A MAP THEREOF RECORDED IN BOOK 36 PAGES 19 AND 20 OF MISCELLANEOUS MAPS9 IN THE OFFICE OF THE RECORDER OF ORANGE COUNTY+ CALIFORNIA+ NORTH 190 01' 30" EAST 73.50 FEET FROM THE MOST SOUTHERLY CORNER THEREOF* AND RUNNING THENCE NORTH 700 58' 30" WEST 16.70 FEET; THENCE SOUTH 450 41' 52" WEST 45.64 FEET MORE OR LESS TO THE WESTERLY LINE OF SAID LOT. THE SIDELINES OF ABOVE DESCRIBED STRIP OF LAND TO ORIGINATE IN THE SAID SOUTHEASTERLY LINE AND TERMINATE IN THE SAID WESTERLY LINE. PARCEL NO. 28 THAT PORTION OF THE WESTERLY 10 FEET OF SAID LOT 102 LYING NORTHERLY OF ABOVE DESCRIBED PARCEL N0, 1. 7* COVENANTS+ CONDITIONS AND RESTRICTIONS+ BUT DELETING RESTRICTIONS; IF ANY; BASED ON RACE# COLORS RELIGION OR NATIONAL ORIGIN+ IN AN INSTRUMENT RECORDED IN BOOK 4630 PAGE 179* OFFICIAL RECORDS* THE COVENANTS+ CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. DESCRIPTION LOT 102 OF TRACT NO* 1116; IN THE CITY OF NEWPORT BEACH# COUNTY OF ORANGE, STATE OF CALIFORNIA9 AS PER MAP RECORDED IN BOOK 36 PAGES 19 AND 20 OF MISCELLANEOUS MAPS* IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY* 498083 PAGE 3 SAID NECESSARY PARTIESo OTHER THAN THOSE HAVING A CLAIM OR INTEREST BY REASON OF MATTERS SHOWN IN EXCEPTIONS NUMBERED 1 TO 7 INCLUSIVEo TO BE MADE DEFENDANTS IN SAID ACTION TO BE BROUGHT BY CITY OF NEWPORT BEACH► A MUNICIPAL CORPORATION. AS PLAINTIFF+ ARE AS FOLLOWS, It NETTIE L. OPELLEo OWNER OF RECORD* 2. SPOUSE OF NETTIE L. OPELLEo 'IF MARRIED'o IT'IS ASSUMED FOR THE PURPOSE OF THIS GUARANTEE THAT THE MATTERS REFERRED TO IN EXCEPTIONS 1 TO 7 INCLUSIVE. WILL NOT BE AFFECTED BYSAID ACTIONo ANY AND ALL PARTIES KNOWN TO THE PLAINTIFF TO HAVE OR CLAIM ANY INTEREST IN SAID LANDo OR WHOSE INTEREST COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOFo SHOULD ALSO BE NAMED AS PARTIES DEFENDANT• 498083 PAGE 4 i TO 236 VC I \II M"nI Z' c TRACT N° 1116 G 0 rS / fo 36, 64 to /064 140 h 142 mT This is not a survey of the land but is compiled for information by the 11 Title Insurance and Trust Company from data shown by the official records. CONDEMNATION GUARANTEE OUR NOa 498083. FEE a X52 *00 JACK WILCOX* TITLE OFFICER. ATTENTIONS TITLE INSURANCE AND TRUST COMPANY GUARANTEES THAT ACCORDING TO AN EXAMINATION OF THOSE PUBLIC RECORDS WHICH UNDER THE RECORDING LAWS IMPART CONSTRUCTIVE NOTICE OF MATTERS AFFECTING THE TITLE TO THE LAND HEREINAFTER DESCRIBED* THE VESTING AND CONDITION OF SAID TITLE AND THE NECESSARY PARTIES DEFENDANT IN AN ACTION TO CONDEMN SAID LAND ARE* AT THE DATE HEREOF. AS HEREINAFTER SHOWN. THE COMPANY GUARANTEES, CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS* IN A SUM NOT TO EXCEED, $3 *0000006 WHICH SUM SHALL INCLUDE LIABILITY SUBSEQUENTLY ASSUMED UNDER CONTINUATION OR SUPPLEMENTAL GUARANTEES REFERRING TO THIS GUARANTEE+ THAT THE INFORMATION IN THIS GUARANTEE IS CORRECT. DATED, APRIL 14* 1971 AT 7130 A.M. TITLE INSURANCE AND TRUST COMPANY BY, VICE PRESIDENT ATTEST, ASST. SECRETARY VESTING OF TITLE, NETTIE L. OPELLE* A WIDOW* TITLE ACQUIRED BY DEED RECORDED OCTOBER 25* 1946 AS INSTRUMENT NO* 53054 IN BOOK 1451 PAGE 526* OFFICIAL RECORD5* IRS $8 *25* MAILING ADDRESS, NETTIE L. OPELLE* 187 SHORE CLIFF DRIVE* CORONA DEL MART CALIFORNIA. SUBJECT TO MATTERS SHOWN IN PART ONE OF SCHEDULE B AND EXCLUSIONS FROM THE COVERAGE OF C *L*T*A* STANDARD COVERAGE POLICY FORM* COPY- RIGHT 1963* AND+ 498083 PAGE 1 0 i i FREE FROM ALL ENCUMBRANCES EXCEPTa It GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1971 -19729 A LIEN NOT YET PAYABLE. 2* COVENANTS9 CONDITIONS AND RESTRICTIONS9 BUT DELETING RESTRICTION59 IF ANY# BASED ON RACES COLORS RELIGION OR NATIONAL ORIGINS IN AN INSTRUMENT RECORDED IN BOOK 165 PAGE 2529 OFFICIAL RECORDSe THE COVENANTS+ CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE.OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE* 3* COVENANTS9 CONDITIONS AND RESTRICTIONS9 BUT DELETING RESTRICTION59 IF ANY9 BASED ON RACE, COLORS RELIGION OR NATIONAL ORIGINS IN AN INSTRUMENT RECORDED IN BOOK 1430 PAGE 5259 OFFICIAL RECORDS* THE COVENANTS* CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. 4* A PERPETUAL NON— EXCLUSIVE EASEMENT FOR FOOT TRAVEL ONLY FOR THE PURPOSE OF INGRESS AND EGRESS TO THE BEACH ALONG THE PACIFIC OCEANS AS DISCLOSED BY AN INSTRUMENT RECORDED SEPTEMBER 119 1946 IN BOOK 1431 PAGE 276+ OFFICIAL RECORDS+ OVER THAT PORTION OF SAID LOT 102 DESCRIBED AS FOLLOWS' BEGINNING AT THE MOST NORTHERLY CORNER OF LOT 1020 THENCE SOUTH 90 52' 13" WEST 30 *00 FEET TO AN ANGLE POINT IN THE SOUTHWESTERLY LINE OF SAID LOT 1020 THENCE SOUTH 290 371 56" EAST9 ALONG SAID SOUTHWESTERLY LINE 155 *00 FEET; THENCE NORTH 600 221 82" EAST+ 10 *00 FEET; THENCE NORTH 290 371 5611 WEST TO THE INTERSECTION WITH A LINE WHICH IS PARALLEL WITH AND DISTANT EASTERLY 10 *00 7EET MEASURED AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID LOT 102; THENCE NORTH 90 521 1311 EAST 28 *00 FEET9 MORE OR LESS TO THE INTERSECTION WITH THE CURVED NORTHERLY LINE OF SAID LOT 102; THENCE WESTERLY ALONG SAID LAST MENTIONED LINE 11.00 FEET TO THE POINT OF BEGINNING* 5* AN EASEMENT FOR SEWERS AND INCIDENTAL PURPOSES AS SET FORTH IN AN INSTRUMENT RECORDED IN BOOK 1455 PAGE 304, OFFICIAL RECORDS OVER THOSE PORTIONS OF LOTS 100+ 101 AND 102 OF SAID TRACT NO* 1116 LYING WITHIN A STRIP OF LAND 5 FEET IN WIDTH BEING 2e50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINES BEGINNING AT A POINT IN THE SOUTHWESTERLY LINE OF LOT 102 OF SAID TRACT NO* 11169 DISTANT NORTH 290 371 58" WEST THEREON 104 FEET FROM THE MOST EASTERLY CORNER THEREOF; THENCE NORTHEASTERLY IN A DIRECT LINE TO A POINT IN THE SOUTHWESTERLY LINE OF LOT 101 OF SAID TRACT Noe 11169 SAID POINT BEING DISTANT NORTH 470 361 4011 WEST THEREON9 49 FEET FROM THE MOST SOUTHERLY CORNER 498083 PAGE OF SAID LOT 1011 THENCE NORTHEASTERLY IN A DIRECT LINE TO A POINT IN THE SOUTHEASTERLY LINE OF LOT 100 OF SAID TRACT NO. 1116 SAID POINT BEING DISTANT SOUTH 890 22" 35" WEST 56.66 FEET FEET THEREON FROM THE MOST EASTERLY CORNER OF SAID LOT 100e THENCE SOUTHEASTERLY IN A DIRECT LINE TO A POINT IN THE SOUTHEASTERLY LINE OF LOT 99 OF SAID TRACT N0. 1116# SAID POINT `?EING SOUTH 660 08' 50" WEST THEREON 71923 FEET FROM THE MOST EASTERLY CORNER OF SAID LOT 999 EXCEPTING THEREFROM ANY PORTION 7H,EREOF WITHIN THE 5 —FOOT EASEMENT GRANTED TO THE CITY OF NEWPORT BEACHS AND SHOWN ON MAP OF SAID TRACT NO, 1116+ 6. AN EASEMENT FOR SEWERS AND INCIDENTAL PURPOSES AS SET FORTH IN AN INSTRUMENT RECORDED IN BOOK 4630 PAGE 1799 OFFICIAL RECORDS+ OVER $ PARCEL NO. 1$ A 5TRIP OF LAND 8 FEET IN WIDTH LYING 4 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE$ BEGINNING AT A POINT IN THE SOUTHEASTERLY LINE OF LOT 102 OF TRACT N0. 1116 IN THE CITY OF NEWPORT BEACH# AS SHOWN ON A MAP THEREOF RECORDED IN BOOK 36 PAGES 19 AND 20 OF MISCELLANEOUS MAPS# IN THE OFFICE OF THE RECORDER OF ORANGE COUNTY9 CALIFORNIAS NORTH 190 01' 30" EAST 73.50 FEET FROM THE MOST SOUTHERLY CORNER THEREOF# AND RUNNING THENCE NORTH 700 58' 30" WEST 16.70 FEETI THENCE SOUTH 450 41' 52" WEST 45.64 FEET MORE OR LESS TO THE WESTERLY LINE OF SArD LOT. THE SIDELINES OF ABOVE DESCRIBED STRIP OF LAND TO ORIGINATE IN THE SAID SOUTHEASTERLY LINE AND TERMINATE IN THE SAID WESTERLY LINE. PARCEL NO. 2: THAT PORTION OF THE WESTERLY 1C FEET OF SAID LOT 102 LYING NORTHERLY OF ABOVE DESCRIBED PARCEL N0. 1. 79 COVENANTS# CONDITIONS AND RESTRICTIONS9 BUT DELETING RESTRICTIONSS IF ANY# BASED ON RACES COLORP RELIGION OR NATIONAL ORIGIN# IN AN INSTRUMENT RECORDED IN BOOK 4630 PAGE 1799 OFFICIAL RECORDS. THE COVENANTS# CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. DESCRIPTION LOT 102 OF TRACT N0. 11169 IN THE CITY OF NEWPORT BEACH# COUNTY OF ORANGES STATE OF CALIFORNIA9 AS PER MAP RECORDED IN BOOK 36 PAGES 19 AND 20 OF MISCELLANEOUS MAPSS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. W 498083 PAGE 3 j O SAID NECESSARY PARTIESo OTHER THAN THOSE HAVING A CLAIM OR INTEREST BY REASON OF MATTERS SHOWN IN EXCEPTIONS NUMBERED 1 TO 7 INCLUSIVEs TO BE MADE DEFENDANTS IN SAID ACTION TO BE BROUGHT BY CITY OF NEWPORT BEACHo A MUNICIPAL CORPORATION. AS PLAINTIFF. ARE AS FOLLOWS1 It NETTIE L• OPE'LLEo OWNER OF RECORD. 2. SPOUSE OF NETTIE L. OPELLEo 'IF MARRIED'• IT•IS ASSUMED FOR THE PURPOSE OF THIS GUARANTEE THAT THE MATTERS REFERRED TO IN EXCEPTIONS 1 TO 7 INCLUSIVE. WILL NOT BE AFFECTED BYSAID ACTIONo ANY AND ALL PARTIES KNOWN TO THE PLAINTIFF TO HAVE OR CLAIM ANY INTEREST IN SAID LANDo OR WHOSE INTEREST COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOFI SHOULD ALSO BE NAMED AS PARTIES DEFENDANT. s 498083 PAGE 4 TO 236 VC 1 Mron � Porte TRACT N° 1116 L Ors / h 56, 64 to 106 c 140 H 142 TI This is not a survey of the land but is compiled for information by the Title Insurance and Trust Company from data shown by the official records. CONDEMNATION GUARANTEE OUR NOB 498083. FEE B $52,00 JACK WILCOXo TITLE OFFICER. ATTENTIONS TITLE INSURANCE AND TRUST COMPANY GUARANTEES THAT ACCORDING TO AN EXAMINATION OF THOSE PUBLIC RECORDS WHICH UNDER THE RECORDING LAWS IMPART CONSTRUCTIVE NOTICE OF MATTERS AFFECTING THE TITLE TO THE LAND HEREINAFTER DESCRIBEDo THE VESTING AND CONDITION OF SAID TITLE AND THE NECESSARY PARTIES DEFENDANT IN AN ACTION TO CONDEMN SAID LAND ARE4 AT THE DATE HEREOF+ AS HEREINAFTER SHOWN. THE COMPANY GUARANTEES% CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS. IN A SUM NOT TO EXCEED% $300000006 WHICH SUM SHALL INCLUDE LIABILITY SUBSEQUENTLY ASSUMED UNDER CONTINUATION OR SUPPLEMENTAL GUARANTEES REFERRING TO THIS GUARANTEE# THAT THE INFORMATION IN THIS GUARANTEE I5 CORRECT. DATED% APRIL 140 1971 AT 700 A,M, TITLE INSURANCE AND TRUST COMPANY BY% ------------------------------ VICE PRESIDENT ATTEST% ASST. SECRETARY VESTING OF TITLES NETTIE L. OPELLEO A WIDOW, TITLE ACQUIRED BY DEED RECORDED OCTOBER 250 1946 AS INSTRUMENT NO, 53054 IN BOOK 1451 PAGE 5260 OFFICIAL RECORDSo IRS $8,25, MAILING ADDRESS% NETTIE L, OPELLEO 187 SHORE CLIFF DRIVEo CORONA DEL MAR, CALIFORNIA. SUBJECT TO MATTERS SHOWN IN PART ONE OF SCHEDULE B AND EXCLUSIONS FROM THE COVERAGE OF C,L,T,A, STANDARD COVERAGE POLICY FORM, COPY- ?IGHT 1963, AND+ 498083 PAGE 1 0 FREE FROM ALL ENCUMBRANCES EXCEPTA It GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1971 -1972; A LIEN NOT YET PAYABLE. 2e COVENANTS. CONDITIONS AND RESTRICTIONS# BUT DELETING RESTRICTIONSI IF ANY; BASED ON RACE* COLOR* RELIGION OR NATIONAL ORIGIN. IN AN INSTRUMENT RECORDED IN BOOK 165 PAGE 252+ OFFICIAL RECORDS* THE COVENANTS+ CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE* 3* COVENANTS; CONDITIONS AND RESTRICTIONS; BUT DELETING RESTRICTIONS; IF ANYP BASED ON RACE* COLOR* RELIGION OR NATIONAL ORIGIN; IN AN INSTRUMENT RECORDED IN BOOK 1430 PAGE 525. OFFICIAL RECORDS* THE COVENANTS+ CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE* 4* A PERPETUAL NON— EXCLUSIVE EASEMENT FOR FOOT TRAVEL ONLY FOR THE PURPOSE OF INGRESS AND EGRESS TO THE BEACH ALONG THE PACIFIC OCEAN* AS DISCLOSED BY AN INSTRUMENT RECORDED SEPTEMBER 11* 1946 IN BOOK 1431 PAGE 276* OFFICIAL RECORDS* OVER THAT PORTION OF SAID LOT 102 DESCRIBED AS FOLLOWS, BEGINNING AT THE MOST NORTHERLY CORNER OF LOT 102; THENCE SOUTH 90 529 13" WEST 30.00 FEET TO AN ANGLE POINT IN THE SOUTHWESTERLY LINE OF SAID LOT 102; THENCE SOUTH 290 37' 56" EAST* ALONG SAID SOUTHWESTERLY LINE 155.00 FEET; THENCE NORTH 600 221 82" EAST+ 10.00 FEET; THENCE NORTH 290 371 56" WEST TO THE INTERSECTION WITH A LINE WHICH IS PARALLEL WITH AND DISTANT EASTERLY 10.00 FEET MEASURED AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID LOT 102; THENCE NORTH 90 52' 13t1 EAST 28.00 FEET; MORE OR LESS TO THE INTERSECTION WITH THE CURVED NORTHERLY LINE OF SAID LOT 102; THENCE WESTERLY ALONG SAID LAST MENTIONED LINE 11.00 FEET TO THE POINT OF BEGINNING* 5, AN EASEMENT FOR SEWERS AND INCIDENTAL PURPOSES AS SET FORTH IN AN INSTRUMENT RECORDED IN BOOK 1455 PAGE 304* OFFICIAL RECORDS OVER THOSE PORTIONS OF LOTS 100; 101 AND 102 OF SAID TRACT Noe 1116 LYING WITHIN A STRIP OF LAND 5 FEET IN WIDTH BEING 2 *50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINER BEGINNING AT A POINT IN THE SOUTHWESTERLY LINE OF LOT 102 OF SAID TRACT NO* 1116* DISTANT NORTH 290 371 58" WEST THEREON 104 FEET FROM THE MOST EASTERLY CORNER THEREOF; THENCE NORTHEASTERLY IN A DIRECT LINE TO A POINT IN THE SOUTHWESTERLY LINE OF LOT 101 OF SAID TRACT NO. 1116. SAID POINT BEING DISTANT NORTH 470 361 40" WEST THEREON* 49 FEET FROM THE MOST SOUTHERLY CORNER 498083 PAGE 2 • . ' OF SAID LOT 101s THENCE NORTHEASTERLY IN A DIRECT LINE TO A POINT IN THE SOUTHEASTERLY LINE OF LOT 100 OF SAID TRACT NO* 1116 SAID POINT BEING DISTANT SOUTH 890 221 35" WEST 56 *6b FEET FEET THEREON FROM THE MOST EASTERLY CORNER OF SAID LOT 100s THENCE SOUTHEASTERLY IN A DIRECT LINE TO A POINT IN THE SOUTHEASTERLY LINE OF LOT 99 OF SAID TRACT N0. 1116r SAID POINT .EING SOUTH 660 08' 50" WEST THEREON 71.23 FEET FROM THE MOST L„CTERLY CORNER OF SAID LOT 999 EXCEPTING THEREFROM ANY PORTION Hi REOF W':THIN THE 5—FOOT EASEMENT GRANTED TO THE CITY OF NEWPORT BEACH'.* AND SHOWN ON MAP OF SAID TRACT NO. 1116. 6. AN EASEMENT FOR SEWERS AND INCIDENTAL PURPOSES AS SET FORTH IN AN INSTRUMENT RECORDED IN BOOK 4630 PAGE 1799 OFFICIAL RECORDS+ OVER s PARCEL NO* le A STRIP OF LAND 8 FEET IN WIDTH LYING 4 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINES BEGINNING AT A POINT IN THE SOUTHEASTERLY LINE OF LOT 102 OF TRACT NO. 1116 IN THE CITY OF NEWPORT BEACH* AS SHOWN ON A MAP THEREOF RECORDED IN BOOK 36 PAGES 19 AND 20 OF MISCELLANEOUS MAPS* IN THE OFFICE OF THE RECORDER OF ORANGE COUNTY* CALIFORNIA* NORTH 190 O1' 30" EAST 73.50 FEET FROM THE MOST SOUTHERLY CORNER THEREOF, AND RUNNING THENCE NORTH 700 58' 30" WEST 16.70 FEET6 THENCE SOUTH 450 41' 52" WEST 45.64 FEET MORE OR LESS TO THE WESTERLY LINE OF SAID LOT. ThtE. SIDELINES OF ABOVE DESCRIBED STRIP OF LAND TO ORIGINATE IN THE SAID SOUTHEASTERLY LINE AND TERMINATE IN THE SAID WESTERLY LINE. PARCEL NO. 2: THAT PORTION OF THE WESTERLY 10 FEET OF SAID LOT 102 LYING NORTHERLY OF ABOVE DESCRIBED PARCEL NO* 1* 7* COVENANTS* CONDITIONS AND RESTRICTIONS9 BUT DELETING RESTRICTIONS) IF ANY# BASED ON RACE# COLOR* RELIGION OR NATIONAL ORIGIN* IN AN INSTRUMENT RECORDED IN BOOK 4630 PAGE 179# OFFICIAL RECORDS* THE COVENANTS# CONDITIONS AND RESTRICTIONS REFERRED TO ABOVE PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE* DESCRIPTION LOT 102 OF TRACT NO* 11161 IN THE CITY OF NEWPORT BEACH# COUNTY OF ORANGE, STATE OF CALIFORNIA9 AS PER MAP RECORDED IN BOOK 36 PAGES 19 AND 20 OF MISCELLANEOUS MAPS* IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY* 498083 PAGE 3 SAID NECESSARY PARTIES* OTHER THAN THOSE HAVING A CLAIM OR INTEREST BY REASON OF MATTERS SHOWN IN EXCEPTIONS NUMBERED T 7 INCLUSIVEc TO BE MADE DEFENDANTS IN SAID ACTION TO BE BROUGHT BY CITY OF NEWPORT BEACH► A MUNICIPAL CORPORATION. AS PLAiNTIFFo ARE AS FOLLOWSs It NETTLE `". OPELLEo OWNER OF RECORD. 20 SPOUSE OF NETTIE L. OPELLEo lIF MARRIED °o IT•IS ASSUMED FOR THE PURPOSE OF THIS GUARANTEE THAT THE MATTERS REFERRED TO IN EXCEPTIONS 1 TO 7 INCLUSIVEo W,L NOT BE AFFECTED BYSAID ACTIONo ANY AND ALL PARTIES KNOWN TO THE PLAINTIFF TO HAVE OR CLAIM ANY INTEREST IN SAID LAND; OR WHOSE INTEREST COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOFo SHOULD ALSO BE NAMED AS PARTIES DEFENDANT* 498083 PAGE 4 TO 236 VC r Mesn Poa! s 06 • 7-t2AC7- N° 1116 LOTS / to J6, 64 to 106 C A00 t. 142 TIThis is not a survey of the land but is compiled for information by the Title Insurance and Trust Company from data shown by the official records. 7 8 9 11 '' 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 j ty�i?ESOLUTION NO.� ! �� ViKaIEAB, there has this day been presented to the City Council of the City of Newport Beach a, certain Easement Deed from IRYIIIE 1LUO$ AND COUNTRY CLUB 4STATES,, LTD. , a Delaware corporation Ito the City of Newport Beach, wherein said corporation grants to 27 28 (I 29 'I 3� ' 31 32 'I LAW O. /ICES 0: ROLAND THOMPSON 210 S.URDtON BLDG, SANTA ANA. CAUI. I� the City of Newport Beach, a Municipal Corporation, a perpetual easement and right of way, for the construction reconstruction, inspection, repair, maintenance end operation, tnoluding all structures and activities incident and appurtenant %hut --to, of a eanitc,ry server in that portion of.Traot No. 1116 as sh ^an on map recorded in Book 38, Pages 19 and 20 of Miscellaneous Records of said County, described as follows: 111AUCEL 1: Those portions of Lots 123, 124, 125, 126 and iti7 of said Tract No. 1118 lying within a strip of land 5 feet in width, being 2.50 feet on each side of the following described center line:. Beginning at a point in the Southwesterly lino of Lot 123 of said Tract No. 13.16 distant north 750 101 41" '.lest thereon 100 feet from the Southeasterly corner thereof; thence Yortheasterly in a direct line to a point in the Southwesterly line of Lot 124 of said Tract No. 1116, said point, being distant North 720 231 44" West thereon 65.46 feet from the Southeasterly corner thereof; thence Korth 7° 011 4211 East in a dir6ot line to a point in the Southeeaterly line of Lot 126 of said Tract No. 1110 dis- tLuit North 690 431 1411 lest 132 feet thereon fro'< the Southeast corner thereof. Excepting therefrom any portion theroof within the easement, 10 feet wide, granted to the City of Newport Beach and shown on map of said Tract No. 1116. PAa,122 2: Those portions of Lots 126 rind 127 of said Tract No. 1116 described as a whole as follows: Feginning at the Southwesterly oorne; of Lot 147 of said Tract No. 11160 thence South 72° 331 44" Last a1071F, the outir;osterly line of said Lot 127, 245.71 feet; thence South 179 261 16" Viest 5 feet; thence South 72° 331 44" F.-.at 12 feot; thence North 170 268 16" Fast 10 feet; thence North 72° 331 44" `hest 260 feet, more or lens, to the intorsootion with tho westerly line of said Lot 137; thence South 7° 481 30" pant 6 foot more or loss to the point of boginning Exoopting therefrom any portion thereof within Parcel 1. — - 4b—'InR0EL 3: Those portions of Lots 100, 101; and 102 of yi of 110. 1116 lying within a strip of land 5 feet in width being 2.50 feet on each aide of the following described center line: 1 3 4 5 6 7 8 9 11 '' 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 j ty�i?ESOLUTION NO.� ! �� ViKaIEAB, there has this day been presented to the City Council of the City of Newport Beach a, certain Easement Deed from IRYIIIE 1LUO$ AND COUNTRY CLUB 4STATES,, LTD. , a Delaware corporation Ito the City of Newport Beach, wherein said corporation grants to 27 28 (I 29 'I 3� ' 31 32 'I LAW O. /ICES 0: ROLAND THOMPSON 210 S.URDtON BLDG, SANTA ANA. CAUI. I� the City of Newport Beach, a Municipal Corporation, a perpetual easement and right of way, for the construction reconstruction, inspection, repair, maintenance end operation, tnoluding all structures and activities incident and appurtenant %hut --to, of a eanitc,ry server in that portion of.Traot No. 1116 as sh ^an on map recorded in Book 38, Pages 19 and 20 of Miscellaneous Records of said County, described as follows: 111AUCEL 1: Those portions of Lots 123, 124, 125, 126 and iti7 of said Tract No. 1118 lying within a strip of land 5 feet in width, being 2.50 feet on each side of the following described center line:. Beginning at a point in the Southwesterly lino of Lot 123 of said Tract No. 13.16 distant north 750 101 41" '.lest thereon 100 feet from the Southeasterly corner thereof; thence Yortheasterly in a direct line to a point in the Southwesterly line of Lot 124 of said Tract No. 1116, said point, being distant North 720 231 44" West thereon 65.46 feet from the Southeasterly corner thereof; thence Korth 7° 011 4211 East in a dir6ot line to a point in the Southeeaterly line of Lot 126 of said Tract No. 1110 dis- tLuit North 690 431 1411 lest 132 feet thereon fro'< the Southeast corner thereof. Excepting therefrom any portion theroof within the easement, 10 feet wide, granted to the City of Newport Beach and shown on map of said Tract No. 1116. PAa,122 2: Those portions of Lots 126 rind 127 of said Tract No. 1116 described as a whole as follows: Feginning at the Southwesterly oorne; of Lot 147 of said Tract No. 11160 thence South 72° 331 44" Last a1071F, the outir;osterly line of said Lot 127, 245.71 feet; thence South 179 261 16" Viest 5 feet; thence South 72° 331 44" F.-.at 12 feot; thence North 170 268 16" Fast 10 feet; thence North 72° 331 44" `hest 260 feet, more or lens, to the intorsootion with tho westerly line of said Lot 137; thence South 7° 481 30" pant 6 foot more or loss to the point of boginning Exoopting therefrom any portion thereof within Parcel 1. — - 4b—'InR0EL 3: Those portions of Lots 100, 101; and 102 of yi of 110. 1116 lying within a strip of land 5 feet in width being 2.50 feet on each aide of the following described center line: L 2, 3 4 51 61 71 8I 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 LAY/ 011=5 G. MOLANO TNOMVHON .210 HIY RY IOM HLOO. BANTA AMA. CALIF. Beginning at a point in the Southwesterly line of Lot 102 of said Tract No. 11160 distant North 290 370 58" �icst thereon 104 feet from the most Easterly corner thereof; thence Northeasterly in a direct line to a point in the Southwesterly line of Lot 101 of said Tract 1S0. 1116, said point being; distant North 470 36+ 40" Wrest thereon, 49 feet from the most Southerly corner' of said Lot 101; thence I ;ortheastorly in a direct line to a point in the Southeasterly line of Lot 100 of said*. Tract No. 1116, said point being distant South 690 22' 35" West, 5G.GG feet thereon from the most Easterly corner of said Lot 100; thence Northeasterly in a direct line to a point in the Southeasterly line of Lot 99 of sLnid Tract No. 1116, raid point being South 68° 081 50" kcat thereon 71.23 fact from the most Easterly corner of cc.id Lot 99, excepting therefrom any portion thereof within the 5 -foot easement granted to the City of New- port Beach and shown on map of said Traot No, 1116, PARC'vL 4 That portion of Lot .101 of said Tract No. TIM ,described as follows; A strip of land 3 feet in width being the Northeasterly 3 foot of the Southwesterly 8 feet of said lot. V41M,HEAS, the City of Newport Beach has accepted said Easement Deed; N071, THEREFORE, DE IT RESOLVED, that said Easement Deed aforesaid be, and the same is hereby accepted by the City of Not — port Beech, and the City Clark is hereby authorized, directed,-, and instructed to record said Easement Deed immediately in the Office of the County Recorder of Orange County „California. I hereby cortify that the above and forehoing Resolution was duly and regularly passed and adopted by the City Council of the City o Stewport Beach at a F;j%4 cr meeting thereof held on the ,__day of , 1946, by the following vote, too -wit AY&� COMMILMEN: QU41•� X0480 COUNCILMEN: � lo-y �. ZV,L ST: ABSENT, OOUNCILMXNi� City Clerk mayor. 1� 1 1 L 2, 3 4 51 61 71 8I 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 LAY/ 011=5 G. MOLANO TNOMVHON .210 HIY RY IOM HLOO. BANTA AMA. CALIF. Beginning at a point in the Southwesterly line of Lot 102 of said Tract No. 11160 distant North 290 370 58" �icst thereon 104 feet from the most Easterly corner thereof; thence Northeasterly in a direct line to a point in the Southwesterly line of Lot 101 of said Tract 1S0. 1116, said point being; distant North 470 36+ 40" Wrest thereon, 49 feet from the most Southerly corner' of said Lot 101; thence I ;ortheastorly in a direct line to a point in the Southeasterly line of Lot 100 of said*. Tract No. 1116, said point being distant South 690 22' 35" West, 5G.GG feet thereon from the most Easterly corner of said Lot 100; thence Northeasterly in a direct line to a point in the Southeasterly line of Lot 99 of sLnid Tract No. 1116, raid point being South 68° 081 50" kcat thereon 71.23 fact from the most Easterly corner of cc.id Lot 99, excepting therefrom any portion thereof within the 5 -foot easement granted to the City of New- port Beach and shown on map of said Traot No, 1116, PARC'vL 4 That portion of Lot .101 of said Tract No. TIM ,described as follows; A strip of land 3 feet in width being the Northeasterly 3 foot of the Southwesterly 8 feet of said lot. V41M,HEAS, the City of Newport Beach has accepted said Easement Deed; N071, THEREFORE, DE IT RESOLVED, that said Easement Deed aforesaid be, and the same is hereby accepted by the City of Not — port Beech, and the City Clark is hereby authorized, directed,-, and instructed to record said Easement Deed immediately in the Office of the County Recorder of Orange County „California. I hereby cortify that the above and forehoing Resolution was duly and regularly passed and adopted by the City Council of the City o Stewport Beach at a F;j%4 cr meeting thereof held on the ,__day of , 1946, by the following vote, too -wit AY&� COMMILMEN: QU41•� X0480 COUNCILMEN: � lo-y �. ZV,L ST: ABSENT, OOUNCILMXNi� City Clerk mayor. 1 DOCUMENTS ::i o Title Insurance and Trust Company City of Newport Beach Department of Public Works 3300 Newport Boulevard Newport Beach, California Attention: Mr. Irwin Miller We are sending you the items checked below: ❑ Receipted tax bill which has served our purpose. ❑ Copy of covenants, conditions and restrictions ordered by you. ❑ Escrow Instructions dated ❑ Preliminary Tide Report dated as of ❑ Recorded instrument which you sent to us for examination. ❑ Plat to be used with the order number shown above. Our No. 498083 Your No. Date May 11, 1971 ❑ Policy of Title Insurance per your instructions. Copy of Deed per your request. This is the best we could do. Let us know if you need a better copy and we will or one. Es or Title officer ry 1 1 1 1 1 U' i ` � r ow ze it .. e.... ,...r. 1 : —.: :. �... h : . .. . 1 fn. rn: ,. rte, i V, .. � .� n a-. �:� . _ _ � {�¢p' ... 0.q . .. �::�-1. ... .. . . Fl.. z .... .. _ - e ,. ,. _. � .� .. , ,. -- V, .. � .� n ' =cd d I f t I i g If I Rw: wk e. L� _y I S,9 10 L? /0, SC4Z mc.- / f so' L/ v LEGEND =&-SM,r 40 BE Ge4NAEDA0 CArY DRAViN DATE APP-,,QVED 45!5�r PUCILIC WORKS rlRZCTCF% r.E. %!0. Z07 /00 f C7 //10 DRAWING NO. 6L 7795/7!�- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 .17 18 19 .20 I 21 22 23 24 25 26 27 28 29 30 31 32 LAw OFFlC[S O• )LANG THOMPSON �SPYNOEON BLOC. ANTA ANA. CALIF. A. RESOLUTION N0. d IMEREAS, there has this day been presented to the City 7ounoll of the City of Newport Beaoh a. certain Easement Deed from IRVI,'iE il'ACH.AND COUNTRY CLUB.ESTATES, LTD., a Delaware corporation, to.the City 'of Newport Beach, wherein said corporation grants to the City of Newport Beach, a municip;il oorporation, an easement and right -of -way, for storm drain purposes, in that portion ..of Tract Yo. 11 13 co. shown on map recorded in Book 3G,.:41 es 19.and-20 -of disoellaneous Records of said County, described as follows: PARCEL 1: Those portions of Lots 121 to 128, inolus.iYes of said `fraot No. 1116, describod as follows: Beginning at the point in the Northerly line of said Lot 128 distant South 660 35' 45" East thereon 31.72 feet from the most Northerly corner thereof; thence South 520 271 00" West to a point in the Southwesterly line of said Lot 128; thence South 220 141 12" West 90.19 feet to the point of intersection with a line which is parallel with and distant 10 feet Easterly, measured at right angles, from the nest line of Lot 126 of said Tract No. 111G; thence South 70 481 30" East along said parallel line and the Southerly prolongation thereof to the inter- section with a line which is parallel with and distant Sout;ieasterly 10 feet measured at right angles from the ;estcrly line of Lot 123 of said Tract No. 1116; thence South 210 301 West along said last mentioned parallel line to.the intersection with the Southerly line of Lot 122 of said Tract I.e. 1115; thence Southwesterly in the direct line to the most Westerly corner of Lot 121 of said Tract No. 1116; thence Northerly along the Westerly line of said Tract Ito. 1116 to the point of beginning. may._AUC;:L 2: ,That portion of Lot 101 of said Tract No. lYl -M oribod as follows: A.strip of land 3 feet in width being the Northeasterly 3'feet of the Southwesterly. 8 feat of said Lot 101. and, "HHEREA9, the City of Newport Beach has accepted said Easement Deed; NOW$ THEREFORE, BE IT RESOLVED that said Deed aforesaid be, and the same is hereby accepted by the City of Newport Beach, and the City Clerk is hereby authorized, directed, and instructed to record said Easement Deed immediately in the office of the County,Reoorde.r of Orange County, California. - -1- \ n �+����.1'�'�^a� +n+n�... +.ter• . �.�r�,ci'T'. ��i`�'T MA i i I al 6 8 9 10 11 12 13 14 15 16 17 18 . 19 20 21 _y ' ,J 3 + 4 i 5 6 8 9 10 11 12 13 14 15 16 17 22 23 24 25 26 27 28 29 30 31 32 LAW OFFICE, OF ROLANO TMOM PEON 310 BFVRe[oN SLOW BANTA ANA. CALIF. I hereby certify that the above and foregoing Resolution was duly and regularly passed nd adopted by the City Council of the City o Newport Beach at a �4!1s1a�r meeting thereof hold on the dtyy. of , 19460 by the following vot. , to-wit: AYES, �) TNC�VZNi !� a••-.�_ °.)�I,': I -. 'NOES, COUNCILMEN ABSENT,.00UNOILMEN t =..L•_ ^ASE. 18 . 19 20 21 22 23 24 25 26 27 28 29 30 31 32 LAW OFFICE, OF ROLANO TMOM PEON 310 BFVRe[oN SLOW BANTA ANA. CALIF. I hereby certify that the above and foregoing Resolution was duly and regularly passed nd adopted by the City Council of the City o Newport Beach at a �4!1s1a�r meeting thereof hold on the dtyy. of , 19460 by the following vot. , to-wit: AYES, �) TNC�VZNi !� a••-.�_ °.)�I,': I -. 'NOES, COUNCILMEN ABSENT,.00UNOILMEN t =..L•_ ^ASE. �� ��,.. 1 F . �, . Mayor ' ,J u I j ,1 +• i ' t, / it _2_ M e September 15, 1971 TO: CITY CLERK FROM: Public Works Department SWECT: 5HORECLIFF ROAD PROJECTS, C -1328 Attached are four sets of the subject contract documents and the appropriate insurance certi- `icates. Will you please execute on behalf J° tiw city. retai:i yiur copy plus Lit@ insurance certifi- cates and return the remaining copies to our office. Ed McDonald Design Engineer EUVbg Atts. TO: CITY ATTORNEY FROM: Public Works Depar"ent SUBJECT: SHORECLIFF ROAD COMBINED PROJECTS. C-1328 September 140 1971 Attached are four sets of the subject contract documents and the appropriate insurance certificates. Will you please approve as to form and content and return to our office at your earliest convenience. Ed McDonald Design Engineer EM/ldg Att. September 10, 1971 TO: FILE (C -1328) FROM: DESIGN SECTION SUBJECT: PRE - CONSTRUCTION MEETING FOR SHORECLIFF ROAD - COMBINED PROJECTS On September 9, 1971 at 10:00 A.M. the above subject meeting was held in the Field Engineer's office. The following persons were in attendance: Lt. Bill Blue, Police Department R. J. Briscoe, Fire Department Wade Beyeler, General Services Jim Frost, Utilities Division Ray Bluff, Bo -Mar Construction Charley Roman, Cablevision Pat Dunigan, Public Works, Field Engineering Jack Farrar, Public Works, Field Inspection Ed McDonald, Public Works, Design Section Steve Bucknam, Public Works, Design Section Steve Bucknam Project Engineer CSB /bg Afi • DEAR RESIDENT: CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 September 10, 1971 The city has recently awarded a contract to Bo -Mar Construction Company of Cedar Glen, California for the installation of sewer force mains in Shorecliff Road and in the walkway easement leading to your community beach. The contract also includes construction of a storm drain in the easement. The contractor will begin operations the week of September 12, 1971 and is expected to complete the work by December 17, 1971. Access from the street to your property will be restricted for a short period during construction adjacent to your driveway. Every effort will be made to eliminate inconvenience to you. Trash pick ups will continue as usual, however you are requested to place the receptacles as close as possible to the street during construction adjacent to your property. Should you have any questions regarding this project, please feel free to contact me at 673 -2110, extension 271. Very truly yours, tenam Project Engineer CSB /bg CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 September 10, 1971 DEAR RESIDENT: The city has recently awarded a contract to Bo -Mar Construction Company of Cedar Glen, California for the installation of sewer force mains in Shorecliff Road and in the walkway easement leading to your community beach. The contract also includes construction of a storm drain in the easement. The contractor will begin operations the week of September 12, 1971 and is expected to complete the work by December 17, 1971. Access from the street to your property will be restricted for a short period during construction adjacent to your driveway. Every effort will be made to eliminate inconvenience to you. Trash pick ups will continue as usual, however you are requested to place the receptacles as close as possible to the street during construction adjacent to your property. Should you have any questions regarding this project, please feel free to contact me at 673 -2110, extension 271. Very truly yours, teAve Bucknam Project Engineer CSB /bg • MEMO 0 /) %�0 b y CITY OF NEWPORT BEACH - PUBLIC WORK 'DEPARTMENT I Field Engineer Tom Phillips, Utilities liceepartment TO: Wade Beyeler, General Service4 Fire Department Date September 1, 1971 FROM: Public Works Department - Design Division SUBJECT: PRE - CONSTRUCTION CONFERENCE - SHORECLIFF ROAD COMBINED PROJECTS Please attend (or send representative to) the conference to be held at 10:00 A.M. Tuesday. Seote r 7. 1971, in the Field Engineer's office. Copies To: Steve Bucknam, Project Engineer PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS MEMO • CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT Field Engineer Tom Phillips, Utilities Police---D—epartment TO: Wade Beyeler, General Services Fire Department Date September 1, 1971 FROM: Public Works Department - Design Division SUBJECT: PRE - CONSTRUCTION CONFERENCE - SHORECLIFF ROAD COMBINED PROJECTS Please attend (or send representative to) the conference to be held at 10:00 A.M. Tuesday. September --r 1971, in the Field Engineer's office. Copies To: a�gnea Steve Bucknam, Project Engineer PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS • C ,3zv CONTRACT NOTICE Mr. Art Love To: Pacific 7el!go" y a Lido. ite 213 Newport Beach, California 92660 Gentlemen: A contract has been awarded to: So-Nor Construction C r 8 en, a i orn a THIRD AND FINAL NOTICE Date September 1- J971 Contract No. 1328 for the improvement of: Shorecliff Road - Combined Protects Stoma Drai n and work to be performed: Sewer Force Main Plan No.'s D- 5060 -5. 5- 5041 -5 Completion date: Oecomber 179 1971. If your utilities are affected, please attend the pre- construction conference with the contractor and city representatives on: September 70 1971 at IWOO A.M.. Field Engineer's office The contractor may start construction at any time following the pre- construction conference. If your work has not been completed, please telephone 673 -2110, Extension 271, IMMEDIATELY. Very truly yours, Steve Bucknam Project Engineer 0 0 CONTRACT NOTICE Mr. Charley Roman To: CATV Box Newport Beach, California Gentlemen: C_ 13 2k- THIRD AND FINAL NOTICE Date September 1, 1971 Contract No. 1328 A contract has been awarded to: 8o-fear Construction Company Cedar Glen. California for the improvement of: Shorecliff Road - Combined Projects Storm Drain and work to be performed: Sewer Force Main Plan Nos D- 5060•S. S- 5041 -S. Completion date: December 17, 1971. If your utilities are affected, please attend the pre - construction conference with the contractor and city representatives on: September 7. 1971 at 10:00 A.M..-Field Engineer's office The contractor may start construction at any time following the pre- construction conference. If your work has not been completed, please telephone 673 -2110, Extension 271, IMMEDIATELY. Very truly yours, Steve Sucknam Project Engineer 0 CONTRACT NOTICE Mr. Jack Ka111ster To: Southern California Edison Coopapy BIZO Garfield Huntington Beach. California Gentlemen: � C -l3 ZS THIRD AND FINAL NOTICE Date September 1. 1971 Contract No. 1138^ A contract has been awarded to: 80-Mor Cons W1W r ga�tr for the improvement of: S4orecliff Road - Combined Projects Store Drain and work to be performed: Sewer Force Hain Plan No.s D-5060 -S. 5- 5041.5 Completion date: December 170 1971. If your utilities are affected, please attend the pre- construction conference with the contractor and city representatives on: September 7. 1971 at WOO A.M.• Field Engineer's office. The contractor may start construction at any time following the pre- construction conference. If your work has not been completed, please telephone 673 -2110, Extension 271, IMMEDIATELY. Very truly yours, Steve Buckram Project Engineer • CONTRACT NOTICE THIRD AND FINAL NOTICE Mr. Timken To: Southern California Gas Compaq Date September 1. 1971 P. go Box 33 Anaheim, California 92803 Contract No. 1328 Gentlemen: A contract has been awarded to: Do-Mar Construction Coepany —Cade arar wen, ,a i orn a for the improvement of: Shoracliff Road - Combined Projects work to be performed: Storm arain an Sewer Force Main Plan No. N6060 -5. S- 5041 -S Completion date: December 170 1971 If your utilities are affected, please attend the pre- construction conference with the contractor and city representatives on: September 7. 1971 at 10100 P..M. aField Engineer's office The contractor may start construction at any time following the pre- construction conference. If your work has not been completed, please telephone 673 -2110, Extension 271, IMMEDIATELY. Very truly yours, Stere eucknam Project Engineer City of Newport Beach 3300 Newport Blvd. Newport Beach, California Storm Drain - Gravity Sewer -Sewer Force P >_n -St. Impvts. Bid Date: August 3, 1971 Gentlemen: PIPE PRODUCTS GROUP July 14, 1971 Will you please furnish us at your earliest convenience -l- copy of plans and specifications pertaining to the above referenced project? Thank you for your prompt attention to our request. jk Very truly yours, Janie M. Kobus Soathent Calitornla Division Poet Office Box 512, El Monte, California 91734 (213) 283.9371 BID NOTICE To: Wew rt ileach Cablevision, Inc. P. 0. a 23 Newport Beacii, California '26 Gentlemen: Bids will be opened on 8/3/71 at 10:00 A.M. for: Project Title: Shorecliff Road - Combined Projects Contract No. 1328 SECOND NOTICE Plan No. S- 5041 -S, 0- 5060 -S Work to be Performed: Storm Drain, Gravity Sewer, Sewer Force Main, Street and Walkway Improvements. Attached for your use are two sets of final project plans. You are hereby requested to remove, relocate, or temporarily disconnect your facilities as indicated in your reply to our First Notice or as noted on the city improvement plan. If any deviation from your reply to our First Notice is proposed at this time, please notify this office by telephone IMMEDIATELY, 673 -2110, Extension 271. Very truly yours, Steve Bucknam Project Engineer CSB /bg Att. 0 BID NOTICE SECOND NOTICE To: Southern California Edison Company 2071 San Joaquin Hills j%a Newport Beach, California 92660 Gentlemen: Bids will be opened on 6/3/71 at 10:00 A.M. for: Project Title: Shorecliff Road - Combined Proiects Contract No. 1326 Plan No. S- 5041 -S, 0- 5060 -5 Work to be Performed: Storm Drain, Gravity Sewer, Sewer Force Main, Street and Walkway Improvements. Attached for Your use is 1 set of final pro.iect plans. You are hereby requested to remove, relocate, or temporarily disconnect your facilities as indicated in your reply to our First Notice or as noted on the city improvement plan. If any deviation from your reply to our First Notice is proposed at this time, please notify this office by telephone IMMEDIATELY, 673 -2110, Extension 271. Very truly yours, Steve Bucknam roject Engineer CSB /bg Att. i BID NOTICE SECOND NOTICE To: Southern California Gas Company 1919 S. State College Blvd, Anaheim. California 92803 Gentlemen: Bids will be opened on 8/3/71 at 10:00 A.M. for: Project Title: Shorecliff Road - Combined Projects Contract No. 1328 Plan No. S4041 -S, D- 5060 -S Work to be Performed: Stom brain, Gravity Sewer, Sewer Force Main, Street and Walkway Improvements. Attached for your use are final project plans - 1 set You are hereby requested to remove, relocate, or temporarily disconnect your facilities as indicated in your reply to our First Notice or as noted on the city improvement plan. If any deviation from your reply to our First Notice is proposed at this time, please notify this office by telephone IMMEDIATELY, 673 -2110, Extension 271. Very truly yours, Steve aucknam roject Engineer CSB /bg Att. 0 CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMENT. 3300 W. NEWPORT BOULEVARD Date July 16, 1971 Shorecliff Property Owners Association Inc. 242 Driftwood Road Corona del Mar, Calif. 92625 ATTENTION: SUBJECT: Mr. Richard Kimball, President Shore-cliff �� Road, Combined Projects 14e are transmitting **d q)"J'S'awer, and Sewer Force Main Improvements No. Copies Description 1 Title Sheet for the above project Remarks: Construction will start after Sept. 100 1971. Steve Sucknam, Project Engineer Copies to: By: 0 BID NOTICE To: Pacific Telephone Company 3471 Via Lido, Suite 213 Rewuort beach, California 92660 Gentlemen: Bids will be opened on 8/3/71 at 10:00 A.M. for: Project Title: Shorecliff Road - Combined Protects SECOND NOTICE Contract No. IRS Plan No. S- 5041 -S, U- 5060 -S Work to be Performed: Storm Drain, Gravity Sewer, Sewer Force Main, Street and Walkway Improvements. Attached for your use are final project plans - 1 set You are hereby requested to remove, relocate, or temporarily disconnect your facilities as indicated in your reply to our First Notice or as noted on the city improvement plan. If any deviation from your reply to our First Notice is proposed at this time, please notify this office by telephone IMMEDIATELY, 673 -2110, Extension 271. Very truly yours, Steve Sucknam Project Engineer CSB /bg Att. CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT - EASEMENT DEED ROUTING FORM _ I n5fa -in niinliratnl This is to certify that the attached legal descriptiorgand Date: 7 -7- 71 drawi ngsfor LOTS /OZ f. /03 f Tp..t/o, /&,& Public has been checked by the P. e Works Depart- Comments p46415F ,Qazeo 06 6ifJrs. /3- ment ❑ Please prepare deed ErPlease check deed as to form City ® The attached deed has been drawn up and executed Date: Attorney ® The attached deed submitted by By: is approved as to form and content City Manager The attached deed was approved as accepted on behalf of the City by to sufficiency of content and the City Manager. Date: By: City Received from City Manager Forwarded to County Recorders Office: Clerk Date ate ounty Date Recorded Recording The attached deed has been recorded in Book Page Data City Received From County Deed No. Assigned Clerk I Date: D- n5fa -in niinliratnl rrO 40C DATE TITLE OFFICER lC.. 6.., _ 4 -14 -n OESORIFTION: AP: 58 ZLG E1 STUART GTU £6CROW OFFICER CITY OF 1VBiVMT BEACH 3300 NEWPORT BLVD. I NEWPORT BEACH, CALIF. 42660 ATTX. IRVANG MILLER 1 STEw�7 52 210 22 jW CITY OF 41'0 Thank you for this order. It will receive our prompt attention. Title Insurance and'Trust Company 800 N. MAIN ST. SANTA ANA PHONE: 547 -3333 @ CALIFORNIA • 92702 O F QE A. S. KOCH A.MMISSIONER AND COUNTY SURVEYOR L. MCCONVILLL R. V. WISE ASST. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR W.L. ZAUN T.P. O'BRIEN DIVISION ENGINECR- OPERATIONS REFUSE DISPOSAL ENGINEER M. 1. STORM DIVISION ENGINEER , ENGINEERING ROAD DEPARTMENT ENGINEERING BUILDING 400 CIVIC CENTER DRIVE WEST SANTA ANA. CALIFORNIA 927O1 March 24, 1971 Mr. Joseph Devlin City Engineer City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 TELEP AREA I DONIS BARRETT ADMINISTRATIVE SERVICES OFFICER 34 -3456 l/e Subject: Report of Soil Investigations in Shorecliff Road and in Easement between Shorecliff Road and Morning Canyon Channel Attention: Steve Bucknam Dear Sir: As requested by your letter dated February 24, 1971 a subsurface investigation and laboratory analysis of soils was conducted on Shorecliff Road along with a geologic reconnaissance on the Easement between Shorecliff Road and Morning Canyon Channel. This study was completed in connection with the construction of proposed sewer and storm drain lines within these areas. The borings, recorded on,the Standard Soil Survey Sheet, indicate soils varying from silty -clay to sand and field moistures ranging from 4% to 27%. Due to the generally sandy type of soil and low moistures present no unusual construction problems should be encountered during the excavation and compaction of the material. The Easement area was inacessible to drilling equipment; therefore no samples were taken. Geologic reconnaissance shows well fractured, folded and contorted shales and shale beds with occasional discontinuous layers of lime- stone. The closely fractured orientation of the rocks indicates that the required excavation can be accomplished with conven- tional small equipment and minimal construction problems. A reproduceable print of the Boring Log is being transmitted under a separate cover. T r Mr. Joseph Devlin March 24, 1971 City Engineer Page 2 Should any questions ario �_goncerning this project please don't hesitate to contact the Orange'�idunty Materials Engineer. WLZ:DEB :nk Very truly yours, A. S. KOCH Road Commissioner & County Surveyor By W. L. ZPAPK Division Engineer - Operations March 18, 1971 Mrs. 14ettie L. Cressman 187 Shorecliff (toad Corona del roar, California Subject: Shorecliff Road Storm Drain and Sewer Relocation Dear Mrs. Cressman: In reference to your letter of March 10, 1971, the Public Jorks Department is currently in the final design stages of the above - mentioned project. however, due to budget cutuaci:L in this fiscal year, tie project has been delayed, and we cannot begin construction until late Septeiaber 1771. Please excuse this delay and if you should have any questions concerning this project, please feel free to contact hie at 573 -2110, Extension 271. Very truly yours, Steve bucknau Project Engineer SO /bjg I CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO: fe1W E�/y/meer Date oy*,,, li /l 1.?7/ FROM: SUBJECT: Sl7orec /i7� iPoad - Co�birrecl Pro,�EC7�S G� - >3//Z8 .9 ae4l":1 XS owe sew o-le Iry /r. 1 oro'i ec7�i Elie oro; etf crelve4'u /eal 71j2 ct4v7s 715-u fio-n >yl oye- ,e.IA64, rn AwAg 7 t7 Z S^-.or uA j tat oC,- V. �cc S 5t �s y owe- A Copies To: _f /_ ��f Srrv� Ut, /. Si gned PUT IT IN WRITING . . . . . WRITTEN MESSAGES'SAVE TIME AND AVOID ERRORS i CITY OREWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO T0: L4ss�s ta"f Geosero/ .Serrice-s Direr fo r Date ,Px ch 16, /97l FROM: A6/,,c WorKS - e2g$4-ry 4ewsiov SUBJECT: _Shopech1 -f Road- dosnbimed PraiecfS 0- /326 Afhrc%ed is awe set o700 poi- a % 129�p /4vPs ;or lie flooye ,jec2t. ;P�e �,flrojecf is schea/aled 7Yar- cc-"s5 74YUcboy l7y /rfe 1971 . P/eese *-e"ew and �'o.�u.ard arsu L neylfs Copies To: F/�/lyfmle Le � Fie /��,r�= // .tie,, r9A PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE T CITY OFOWPORT BEACH - PUBLIC WORKS DEPAPMENT MEMO T0: fe /a� E.ag,v.sser Date **re4 /G. /97/ FROM: AauV+W Srcy6wW v SUBJECT: S4jveer /-Ae Rood - 6kvw6.,~d:e 13-o joveAls 0-/32o proi fe70'I 70ifr Oro; ttt St4tdlvf4-1,-91 94o 11irt C►o+�s 7fiyc �'S'o�► ♦s! .Soso)` /0,i/ is -Vv >tc,- svto mgrg . n /i3O s.. Copies To: fi /tTGt11.0 50'rv0 (Nil. Signed CO PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO:_ l/�- rhsl /tvi .Gkovi -o it 'V s FROM SUBJE Date Aryirc/i /� nno ; etT pia ,oro{ eel is 'rehop 4f /00 or 7Ofo s*0719 4o 76740t f'io-N 710 2%-11 o>l"l/cr. Copies To: Fk. PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS CITY OF NEWPORT BEACH - PUBLIC WORKS DAMENT MEMO TO: 4t<5Aj lo,":A d7ey7eryj for!nKou 4.*PmAor Date /)Urch 16 71 FROM- A6//c Wap&s - eqfV!V A0.*r15A0" SUBJECT:- Shop-eclil%e 0.11M et4 /,f owe s•.0 yX0 4qre —orvel 40, 7oxe 4046.0re �* ,q/ Pet ;4e ofo ehe#!!!�o 4w /w ;Oaea.4e - I j oe / /,1 4 _ J_#� 24 # AP %41 0 tic C. Copies To: 4V-40?AP Signed PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS 4 Public Works Department Mayor and City Council Newport Beach, California Rot Sewer easement � w 187 Shore Cliff Road Corona del Mar, California March 10, 1971 Lot 102 Tract 11116 Newport Beach, California Gentlement This is to register my disappointment that the City is not proceeding with replacement of sewer line on the above lot. I feel this old line designed to carry a few houses twenty -five years ago and now carrying the load of an entire subdivision poses a threat to my property 1 trust you will give this matter a high priority in the near future. Thank you. Nettle L. Crewman NLCthj c � �T f. , ^� .t. r Date .... . ...... ... COPIES SENT TO: INnsb, ' I_� l4her UlAtdlsetl D March 16, 1971 Pacific Teleophone Co. 3471 Via lido Suite 213 Newport beacn. CA 92770 Attention. Art love Subject: Shorecllff Road - Combined Projects, C -1328 Gentlemen: This letter $s to inform you that the above mentioned project is in the final design stages. We are transmitting a set of preliminary plans to you at this time. The project is scheduled to begin construction in September 1971. Known interferences with your lines are indicated on the plans: should these be in error please contact us as soon as possible so that corrections to our plans may be made. . If you want corrections made, or have any questions please contact me at 673 -2110. extensions 271. Very truly yours. Steve ducknam Project Engineer WON Enclosures • 0 March 16. 1971 Newport beach CAblevision. Inc. P.O.Box 2325 Newport leach, CA 92660 Attention: tir. Wayne Hauser Subject: Saorecliff Road - Combined Prodects C -1328 Gentlemen; This letter is to. inform you that the above mentioned project is in the final design stages. We are transmitting a set of preliminary plans to yuu at this time. The project is scheduled to begin construction in September 1971. Known interferences with your lines are indicated on ttie plans; should these be in error please contact us as soon as posible so that corrections to our plans may be made. If you want corrections made, or nave any questions please contact me at 673 -2110, extension 271 Very truly yours, Steve 3ucknam Project Engineer sd /em Enclosures 0 March 16, 1971 So. California Edison Company 8120 Garfield Huntington Beach, CA 92647 Attention: Jack Kallister Subject: Shorecliff Road - Combined Projects, C -1328 Gentlemen: This letter is to inform you that the above nehtioned project is in the final design stages. ? We are transmitting a set of preliminary plans to you at this time. The project is scheduled to begin construction in September 1971. Known interferences with your lines are indicated on the plans; should these be in error please contact us as soon as possiule so that corrections to our plans may be made. If you want corrections made, or have any questions please contact me at 673- 2110,extension 271. Very truly yours, Steve Bucknan Project Engineer Weill Enclosures March 15, 1971 So. California Gas Company 1919 So. State College Boulevard Anaheim, CA 92803 Attention. Mr. Timken Subject: Shorecliff Road - Combined Projects, C -1328 Gentlemen: This letter is to inform you that the above mentioned project is in tie final design stages. We are transmitting a set of preliminary plans to you at this time. The project is scheduled to begin ccnstruction in September 1971. Known interferences with your lines are indicated on the plans: should these be in error please contact us as soon as possible so that corrections to our plans may be made. If you want corrections made, or have any questions please contact me at 673 -2110, extension 271. Very truly yours, Steve Bucknam Project Engineer SB /em Enclosures CITY OREWPORT BEACH - PUBLIC WORKS DEPITMENT MEMO TO: Fe1w evvzl eer Date 177errc15 /G, /97/ FROM: ,12es Sec role SUBJECT: Shd. -echl e eToc?W /�-o j ec f C- /3Z& . J ✓ r r C'oyi.< Artie fir a i�� baYG CJ Copies To: Fi /c PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS .i Mr. David Nelson Assistant Materials Engineer Orange County Road Department 1162 Fruit Street Santa Ana, California 92701 10 March 3, 1971 Subject: Soil Investigations in Shorecliff Road and in Easement Between Shorecliff Road and Morning Canyon Channel Dear Mr. Nelson: We are transmitting to your office one set of prints for the above - mentioned investigation, which indicates preferred locations for soil test bore holes. Please notify this office prior to your commencing work, so that we may provide the necessary keys to your personnel for gaining access to the easement area. As discussed at our meting on March 1, 1971, please prepare a reproducible drawing (22'Inches by 36 inches) as a log of test hole borings to be included in the project plans. (The project title is: Shorecliff Road - Combined Projects.) If you have any questions regarding this request, please contact me at 673.2110, extension 271. Respectfully yours, Steve Bucknam Project Engineer CSB /bg Att. THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3471 VIA LIDO. SUITE 213 NEWPORT BEACH, CALIFORNIA 92660 City of Newport Beach Public Works Department 3300 Newport Boulevard, Newport Beach, California Attn: Steve Bucknam Dear Mr. Bucknam: March 1, 1971 Attached is a drawing showing the location of our under- ground conduit in the vicinity of Shorecliff Road and Morning Canyon Road. Please have the contractor call 835 -0028 twenty -four hours before starting excavation. If you have any questions, call me on 673 -6700. Sincerely, C , q • /ivy__ ARL /pt A. R. Love Engineer Attachment i 71 d February 24, 1971 A. S. Koch, Road Commissioner Orange County Road uepartment 400 West 8th Street Santa Ana, California Attention: Mr, D. E. Bourgeois, Materials Engineer Subject: Soil Investigations in Shorecliff Road and in an Easement Between Shorecliff Road and Morning Canyon Channel Gentlemen: • Please perform soil borings, noting soil type, and soil moisture con- tent in Shorecliff Road and along an easement between Shorecliff Road and Morning Canyon Channels as indicated on the attached plan: Your attention is called to the relative inaccessibility of the location to vehicular access. Prior to performing the work we request that a meeting take place at the site with your personnel to discuss the feasibility of obtaining borings along the easement. The location of test boringsholes can be determined at that time based on the capability of your equipment to enter the easement. The above request is in conformance with the agreement between the County and City for performing material tests. All ckarges for work performed should be referenced to Budget Account Number 02- 5597 -231. For scheduling the field meeting and for further information regarding this request, please contact me at 673 -2110, extension 271. Respectfully yours, C. S. Bucknam Project Engineer CSBJbg Att. TO: DISTRIBUTION FROM: Project Engineer SUBJECT: CAMEO SHORES SEWER FORCE MAIN RECONSTRUCTION PRE - DESIGN CONFERENCE AGENDA jil C 1. Brief review of history of existing improvements. 2. Review conditions of recorded easements. (Can Storm Drain be built within Sanitary Sewer Easement ?) 3. Is Title Report or Easement search required? 4. What is scope of work proposed? Derek H. White Project Engineer DHW /em CC: Joseph T. Devlin Benjamin B. Nolan Ed McDonald Nick Naiyoke 1. Surveging Request 2: ;foundation Request i reliminary Notification and Utility Request a..>:: Orange County Utility. Coordinating' Committee . — b:_' Pacific Telephone Southern California Edison d,: Southern Counties Gas Company.. e. Cable Television `.f,.. City Utility Division g.:' General Services Department hTraffic Engineer " J., P.W. Director, Asst. P,W. Director,.& P.W :.Engi:neers 4. Permit Requests a: '.State 'vision of Iii ways " -b. Orange Co my Flqotf Control C. ` Orange Cou nitation District d:` -:: Orange Co arbor District e. U. S. ps of gineers U. S Coast Guar h. 5 Pre liminaroy Plan Distribution a.. Pacific Telephone 1 set✓;,; b., Southern California Edison Company 1 set ✓' c..:. Southern Counties Gas Company - 1 set%s s .3 -/6r7/ d. ..Cable Television 1 sett: e: f.- .General Services Department City Utility Division 1 set►/: ✓__�6_ji 1 set g.—Field Engineer 1 set 6 final Contract Plan Distribution a. Pacific Telephone *. 1 set b: Southern California Edison Company* 1 set c. Southern Counties Gas Company* 1 set A q� d. Cable Television* l ss� e: General Services Department* sets f. City Utility Division* 2 sets 7 g.: Field Engineer ** 3 sets -. h. Public.Works Hanging File 1 set 1. Project Engineer ** 1 set j. Contractor ** 4 bets _ minimum k. Police* Title Sheet_ onl z/! Fire* Title Sheet only. - -_ ;;J..:_. m. P.B:.& R Department* Title Sheet only J�.. n. Harbor and Tidelands Administration Title Sheet. only o. Traffic Division* Title Sheet only. .:Y -f6-71 P. Office Secretaries J Title Sheet only �= q. Chamber of Commerce`1. --e�) Title Sheet only — r. Post Of ice �.Yeach) Title Sheet only — s. )ie aper Title Sheet..only t. Affected Homeowners Associations Title Sheet only. ?-IC' 7/ u. School District Title. Sheet :only. V. Others: b, *fnclude appropriate include portions of s,pecifi.cations :: . full set :of. specif�cat�.ons U 0 2 1J Elco+rlrol L/MG w�K • F GRADE COMPUTATIONS COMPUTED BY. sieve /.3. DATE 3 -g "7/ JOB N0. O'-/ 3 Z8 NO. _L_OF�- CHECKED BY OATS LOCATION 5horech -i Road, POINT ON TANGENT STATION PERCENT OF GRAOF VERTICAL CURVE'' LENGTH ELEVATION ON TANGENT VERTICAL CURVE CORRECTIN ELEVATION ON FINISH GRAOE REMARKS G•6. /ot so. 00 /0-A.45•00 59.05 OM t. Co tittrol /o/-57. 56 5.7077o 58.39 Line. 7o alOorb of. /a t 70.00 57, G3 G. �. /o t Be. o0 56.60 G•.6. /it ao. oo S4. 95 4•.e: //22.50 53.32 STAIRS -145./ 6•6. //f 3B. 50 ors 00 et G•.Ci. /ot29:&7 1 59.79 /0,«FS . UD 58.147 0 .00 57.05 /Ot7Z•6f _ 57.05 6•.C3. /of 88.00 S6.o G' �• 22. 50 62.82 Srai.es - . //f 3E. 50- 95.60 REV. •TANOARO . . WIN ftmw"w AP • E�Cbotlib / Lir/G • • GRADE COMPUTATIONS COMPUTED BY:sytavc 6. DATE 3-8-7/ JOB N0. 92'1326 SHT. NO..Z._OF_�_ CHECKED BY DATE LOCATION Shorcc 11 ';,x Road POINT ON TANGENT STATION PERCENT OF GRADE ILENOTH VERTICAL CURVE;,' ELEVATION ON TANGENT VERTICAL CURVE CORRECT'd ELEVATION ON FINISH ORAOE REMARKS Q. /ofze.ao co 057• G.B. /ot7a•Oo 5a. b3 /ot75.24 2 57 "6 3 G•/3. /O71- a9.o0 ill 54.60 54.95 G•/3. / /tZZ•5o .53.3 G. G . //f 38. 56 46.1a G. /f 6! .4040 ,r -45• /7 G• /l4-6 /•Sa 44.28 G. 15. /1f 79 90 5� 9 36.7 G•S . 11487.50 _ 36. 3 3 C3 . 11f94.3o 30-7/ G -8 • Z70-400.44 v 92415 C-8 26.75 G. B • /2f 25.00 25.3 8 -.od Cur REV. iTANOARO PPR. c - v - I> ip �c 51 r /V 7 47-Sy 3 - 42.30 440�-1 4!4:7 " O -coat ps /eu}�iovf -- Street Arco. TrrrrcR /s9.Sfa //a fiow Gweyi: 4m /B r,cf crrlVlar p,Pe /3 7+» be /?rs,= o / /ed,.i�a: Gf g .Wr./e 7re� cfj cV./h a �nrn/�nt��. o 2 A oy cee, Ana oi-0;r4e Zoe Foe uw// 6e ha,-1, .r / /ri! cvrtsf sr/erv7s S /arty Ono &-y- . /30 /6 /fat fc / 3°oa,f' over Y1c faro o4 jorpe ✓ �•!d _. rAe Aee$urred P-Load• /•. Orteionrno�`iom p,C Eaif/i Load �We) Wt c /Soo /6/llet 2. Dete /,„rma troy ore Lire Zcad Cw4) Fro •.n Tab /e 44 %t- 0 =r81' 4= 2.58%1 -� d- 32,000 16 axle load . W &= 8Z5 /61�F 6 clucees /,•,mpacf) ,. 3 • Selec frox o aeddr-" Class A �e�lAir� Assu+v,ed - Oefev�ni -na 1�iori o � Load F4cfzsr � /�� Fro•,.r Frq /42 L}oo 2.8 S lJPP /itat /on o>r Fae.4, a,e Sa,tefrJ CF•S.) 6. Se /eclro� a� i°ipe SfrP- n9s<<j ,p a (sso + 463 l.o C/,oss 1a Trru, le p� /685 vSe C /ass 2r Tro,�s.Ye. 0 -L0441 C41cu)a +eoln5 40v S +orW 1.4 f.t 2 2 D -Load e*,I/c�/a .Aiaw- Walk 4req, Tre"eA /mst4//4f1ow ,✓en: �„ i& e,rcular /aloe iS fa he /mslelled /m q 4'Wia'e �hemch �.rii tl7 a �n4x /�riu fsf a>!' 5-0 /11 or Laver veer flit fop o.'e the /oi/oe be Bork / /rte w. >h uiti}. /Dose /y c'o�njoacr`�d saga/ r�hi�y /!O /es/ ' -0 a Find: The Replred D -Load 'a /u Lion: /. .Oc frr err /79q � /am a�' WE From Table 17t4� eue yet eoe 1350 161,e * 2. DetU+nrr4L /an o,t Gve Load Wa. No //we /Dads 3 , Se/ec Liam a �tdcf /�f y t' /ass C -�70 = 49' 74oY C'lsss "e •l 6, -,IWI 9 3. //,olo /irQ �ion o� Facfnr a� Sa t°P� FS = /•.5 6, Se /PCf/am o� ,°i�ae Sfrcrytli ,Q n W,4WE XFS �Ixd "e C/aas Ir TI.4n3 /tom .. Sinoc? 17 70 OIL= Sin` .29500o6o c 17009'28' ..... • 17.7,0' .. X� ----------- DATE�4--261---71 ............... . -.U8.lEc-r -------- SHE= NO -j ----- OF ------ CHK-. By. ----------- DATE ---- - -------- Sewe� AOrre--M4 ._ Sealer __ ------ -- ------- ---------------------- ------ JOB NO. --- �a:7Y-394 -------------- ------------ -- -------- --------------- ef2- --- - -'--- ---- ---------------- I --------------------- - ... .. ...... .. Id A5w-v1'V1Ale- 10A.47. /d to /6 le) 40.00 1, �0 + + 1 0 0 + 1 0 0 0 + 10.00 0 1 + + 10.00 + a�.0 + 1 P. 0 . + 240. t)CjT 1;. 1, �0 + zc.00 1C 0 1 + 1 P. 0 . + 240. t)CjT '5014"7114-on X S /tugt /e�J YA 45# AMFx _ 9 SUTI°-.7 ng � R \ A.AFy Slwee the /o//oe /S uMq'er PresSUr� on /y -mornen iu�j E�n ,5 /w77 e Forte c`�alc�..lc 414.. -$ �i rst tj"'J( Vq d• Vi, For 5= 0.23037 4 -C. Ppe m a.o /2 Vo= V8 r /9.0 /sec' The 7toreeft Ylhe chaVes /M -�*7aone,n74um are propor+loral 7`O the cha+7ves /m✓re/ocll%y/ S/+7ce q /s L/o *j67`4A+ throt�4/f 6a7t4 Seef /o"s e4v,6, ,4 Vxc 2-/9-7/ RaaQ .. ,:. t pa COS 450 _ /9.O y /9.0 (_707) = 3Z -4 T//rusi.. C3 /PCK '51J.1wq.'06'c'7let d V° = O i -�p5 Gives: fJ harvo•ni-a/ be "d 1�7 an' /6` ¢ /0 /Po 741"-aVh 4W" 4!770 /C ✓S�re o /."o/ cy/rec Om7J . q= 9.S C ib • tro pv�s The �W/ fro,7 o i <, e -r, eeeS SR Frte 7'-0 Ares/41 Elie 6cnd /m /o %.- '5014"7114-on X S /tugt /e�J YA 45# AMFx _ 9 SUTI°-.7 ng � R \ A.AFy Slwee the /o//oe /S uMq'er PresSUr� on /y -mornen iu�j E�n ,5 /w77 e Forte c`�alc�..lc 414.. -$ �i rst tj"'J( Vq d• Vi, For 5= 0.23037 4 -C. Ppe m a.o /2 Vo= V8 r /9.0 /sec' The 7toreeft Ylhe chaVes /M -�*7aone,n74um are propor+loral 7`O the cha+7ves /m✓re/ocll%y/ S/+7ce q /s L/o *j67`4A+ throt�4/f 6a7t4 Seef /o"s e4v,6, ,4 Vxc V4 t pa COS 450 _ /9.O y /9.0 (_707) = 3Z -4 '�P3 d V° = O - Vg 5/N 45° -�p5 .A AlFx = /'QdVx = 624 X 9.50 X 32.4 = 593 ib 3212 4 A, y = eaQ AVy = 624 X /-50 X /3.4 =-24b Ib adz Note '50 n 7rnj AE' C e5 = Z fX = d mfx - F,P cos o' d M,-x }- fe SIN oc FR - din = l�4MFyjz X4/2,/65) //Z = X042 IbS CA Taw -/ / dm� \ a r,4,V-/ _ 14C = -, 414B3 9 7 j d MFx J syg Dl- .z Z2'31 /',30 2.-/8`71 J put /ef .Structure. -.Sf+�b. /!'free% _ S /ruAT /ON C `N �FRCOS -- a To check r Over+vrrii i. \RFc 21 iB 16s £M7 Fy ('•4) - FFCa500 en5O32.44- We (3.7)4 W CZ•B) \ t C(Fa C/oSx) sir O] (3.8 ) Solvlvr Aare---S � eCo3 a- c (642)C- 92367532) 599 lb, 23037 (B93)4f. 97¢47574) q 57916 ( FR COSCA) SI N F c (593) ( Z2'1 -{ 92 el) /3216 we= •5(/45) 033) C�) = 03'? w° (�s.5)(4- 2)(1.C. 15 c /880 /6 s + o�tfif_ Structure - �ftsd. /i� G'y«k_ , Alo(a :fi,+P7 Ovoiivini� i�lorr�N7�J' �. . C4 i?o Cos (Z 4) Now fa Sy+n �Q = .bv�ls.7�� W!a- a� +ClFe�asa�s,n 8]�3,e) (ssgKa.�) +iBeaCZ.a) +i3z(�.e) 885 a- 5260 t 506 6645 -(4-no Al F^ d ex �'Fx ° F t F,QCas�(casP� 3a5 f 579 = 889 t6 �Fy = We tFecnsalSiH�) �W c .239 + 1686 + /,3.z e 225/ /6 ( BB4 t +ZZSI 2) "Z c C17,898,457� �-; ram -1 EFr e 2251 = ?.546aeol P 884 = 68 °3334 Now fo Fisd f <c /occfio" o 71'e Rcsa /fajA+ zs Reaa �o�Kdaf,Da , s,q-� �3: Z4/$ " 245tH 09R+ ►/4i ActueJ �>�9Pt a d.J �t2 - 7Yuun./a�iah is ofC Pt rtw <t i../ /yJs<hvvV<s by wu P: .729 W ?9✓ 1a4s,. -+may #�..y i..la:i".'YP - S. Q . Z - /B•7/ �.,,,, , Sho.- ec /irYir yoa� . � S ,.... S�46y /iy /amo�s /S � Out /e f. Str�c•fvrG ;•.:;:: C- /328... To 7t�d S F. cis riorsf S /Miry -2 j = :Tarp, 23 X35) 7o l '5xv = ZZS! ( -43e) 97Z /6s �av ne No f'4tslrc ,doe /orYl6uYr (W,Yh Pp '(•S)�195)(r)c 7L516 /jy) SF = 972 c .vot tao 9oud A/� Rry ltia y -fo ,�lnrdor Sfrurturc• rY4 Naw ie 62e"�,oute soy/ /7rr�5�re �r /inq a� l% A'I'/ q -7-'�4r q o = zz5/ � /.f • 40 3.s 3,s J Reco•»,�...t..c( 6u "deotm stvkcfu,prt to !nlrease Y�cho�u,( Ct r'eR. "�- pu ✓ri.) of- a kr�ac -a-�l - 2 B SAN ll�L 479 C 2B 9B . 35 dE6. 6W& . ,o /r\ r i C�102G 326 = Nd7 °3G'QO "w 90 ° /79° 50 ' Go ' s /3P .04' 27" 6U /V 75° 53' 07;uJ /79 °59 im0" 220 2B, /G p u 170` 07" 47„ 13 "'V 2/' 075 �J Boo Df�4D /L5[/ryE saes 47 '.e5' 3Z" ,L 70 ,5 417 J(o — S47 °Z5 32 "L� Feo.�s,eaoius. aL G /A/E me nnn�iMn 1p- VIII ■I� I��I�I� iII�IIIINI�III�IIIIII Il�llullllliI�I�lil�ll Iq ■11�1�1111 ■II�I�II�� III�III�I�IIIII �I■II�NI�I ■I��I�NI IN A 71 E- ---------- ---------- ---------- SHEET aY EA-1 E - ------------ -------------------- -------------------------- -------- ---------------------- - - ----- ---- ----------------- ._..__________________.. 1___.___ __________..___________________ ----- ------------ ------------------------ W-co, 5'g °52,,3` el SO9O51'13"w c H sill w ro A$ p oy O.GG O Cos e:y D = es 6•4P = e'!�eO 572 5 09 °3Z' 33 " /C. .4 9•>1F. 4y B= o °/5''¢© Ap 49,0. fF 4- Zie OD 0 70 0.22'7 a-5-4-- Q. 6 s tOQ3 7& 4 # 6 GA= 4.75$77 /Y, Vy p521 O, 21 41 .7 m7 °5/' C06 2'/V 4. 7.377 4, 70 3 77 9901!6 Ya 4c; a 56 r .4 9•>1F. 4y B= o °/5''¢© Ap 49,0. fF 4- Zie OD 0 70 0.22'7 a-5-4-- Q. 6 s tOQ3 7& 4 # 6 GA= 4.75$77 O, 21 41 .7 m7 °5/' C06 2'/V 4. 7.377 4, 70 3 77 9901!6 '511V e,, C CO M'T Kir:xr P4(,E lv. 6oee€io • • ;,. LOT /OZ, _.•_,._ -. I a N= 42 °3b "3c F•1 = 4 "S3 X 0-4.77411 (OS d Al-: N. 1 4 •B3 N•I -� 4.83 X • 735GO 5` .00 J P9 °37 "58 "L= _ M1 R V I x J: as °aa 4i„ G J s /29.00 _ _129 •.� °. �- - - - -.. -- s�a �- �� 9 r'75b age . 03 K �osXJ= JL iz 9 dG, i!9 X O. 991 g99 /2 9.00 Y" Curve 003fa R/W R= 40' 4 = 266 °07' 5-5" L = /05.80 e ,[ r -1 �4 Aiyd 53 e� s C-L _ e La ....... F, S.O. �° /ym "w-+ff \oti 1 • /, Ors+�ce to P f>ta L°ts /o2.a.,d /03 /S /• OeAe•r• i"e CAoro( No. I R= 30.00' � 2C3o.00)s /N� % "J7'?d�• (.,e732804 8 G> Ci = Y3 -97 AL Now fi lino' AAe /.7 f1Yr /or 91a /} _.Sim 94�/4'-4D•' . 3000 43:97 S/N 4 = • 482 (• 99713737) n •680/2952 A = 424 50, 41'e Neu+ (ielnafd 0 (^/ _ /V 7,S - 53-o7W J 4 Z -60 --4 / .. ... N 33-x2- 26vJ.::. Now /3ea l" 7 $ Se�m�ent N 0,044 X+7 "W N°tv 2C ,C3 /3: /31 °34'- -%6" NOW ds /Wg ZAW eft' C'O S TWOS 1`r+ ?i"4 Cs J CZ: (43.97). +[S.003Z - ,Z�43A7)C3•o�COS 13Z °54'44" = � /9333Gt 26.00 — 43870 (-- 68084871 �. /Z (, /958.34 +x49,$ -7 . ( 2257.73) e 47•sl�ret q. A� b�� x9'Qa xx 1• 2. _ � 3�3°0 y To � /•»d tj C 6.00 47.51 SiNC' � • /0,5 (•7324Z408) 0 76 90 lt 72 e � �oz4'38'x 6ew,1, y of G'z AS Al 37 °77'09 "W _ ,S,Ci, ,... , iz -2/-70 � .. ..: - Shar�-� /.>�>f !4d. TJocvr�d>�i/ ..: 3. •: Cl. Ge�o,err /c C'a /cv /atia?s... C -/32� Now D t)�,/Vm, to X/md SiN D w A Z'1 4' d c SAO / SiN47°19' 17" \ 9i 1 U + l SiN 9O4AO +Lb" l /� v SOD ( -735 /(e 77/ / J tea, X%Ila dZ ,Fyo As Si v c S/N94 2- S'0O rCi d` 7 Z 0 7'0¢ ax = s/w -f2°90 "4-3 Cs, V) i (.67788527) (5.00) 3.391 Now Cs -d2 = 47. s1- 3.39 Now 7b d3 //se 406✓ a'/ &VSi -red ds = C44t2�tC3 b8)Z- 2C44JZ)(3-40)C45 n L /T'94 .57-0- Now 3.s8 4427 S/.Vf = (•x83/2627) F= g0 -'xe", A/oev ,Brorly O{ GJ3 A;t' N 42 °/3'/0' h/ i ,V,,W swr/7 /0" G - pC,-= 33 °39'57° Now fo A."af d4: rlse /w7r o7e Cos, "es 3 ti �° 11 is � d4= ��3°m)Z�[49 Z.7) - ZC3ova)[4417�C0.53 °39'Sl "�� y'� a ye = r9oa.00 /959.83 °,2636.20 (-•83Zz8484)J !2 �y Z 7 = C 649 12� '/z � 4 25 4B �etf N °w So/ri _ny 7 ,.- 4 H 44.37 .ZS- 49 S /NN= (674)(.55134822) v - 96456590 i4' � r�•K ze• � J,� i d A'OIW'%7'/a5 °/7 i 29 C28.33)Z 2C28.33)r25.48) COOS 44 °X9'3 / ",] t - r 644 3+ 802 - /4s3.70�`-71334999) �*z riaSi•B2 29 g6] yt /. 96] °Z+ W � 7S•48 2o:,sg f S /NJ= � _ aSoB9Q) [/ Thrn the Al The eearp" &w// be 53,24, [/ r De;`errr��y�q f/o r/ p,r 517, q / /y�-r nnr«�t j- Shorec %�iY .Poa�/ Staryv/ Orp /�, 'CC Ciwter 4/51 °ll'Dln G� TO X /-,74, d,s - ds= LCss•a8 )2.0 62g,3 3)1-zC_75 4e)12g a3) = r619.23i- gp2.59 �. ! 4'i3.70 (.6270 5333y� � . � 546 54 c 23.9A / Pl. AIO� 7`c //-nd 4 J' : SI- 7 J 15.48' ?5.46 23.3a 1 a 1.09 C- 779/5870} S /NJ _ .849z8Z9$ T = 5B °08'02" %Vdt✓ 7'ho /3eovirry or= 17% T.rrytn% /S= s 69°29`56 "w /t /s J /9° Sz` /7" Ncw iz 7ti r/ d Q � ' 4�= 36c - oo-co- [ /6o- oc- aot //9- .52-/7] 6O °07'43" Now -lTie C'u�ve 4ofrr /S = P= 22,50 ' T= R Tan 4/Z L = .617-95 33 /(' 40 _ (22 SO) 7A+^.30`6 3 ,51 _ (.0/7 IS 33)(12 50)(GOl3) (•3924)C"/3) _ /3 -02 f-,`. zs. 6o ft. C = 2.e S/N 4/2 45.Gb (.50096957) Now to Ord p2 ^ S ;9 °9 %!SSE dz (5- s2- 1,3)+(29- 37 -SE) So /viz AOr the ��rv< daft+ cueUelG:`: . yG)7= 1225G)Ti�ri /9`4s'G6" c B. c s r erf = (95.c�)C- 337944/0) /✓or to 11rd 77rt 4c. o� Carve No. J -Fo ff. e.c I � 1 .r S.Qockta-tn 2- 3, -7/, ..:. r. Shoe. 1 ,,, Sforp.y ,Oroio; "4 /��nsnhff.. �s.oa) C • 77!59046 c 3.RG �i /c.c 8.og c,cc -Z r4 /s -oo 5.99 did= z-l.ch + /.9g a„ = dS +dy 3./8t /.65 4.83/ cl /L = 4,83 -r Ti x. 4•83+8.ob 4)1 °' d CiY 6 . dB 4V/r 1A. To -Ximeid7% Sry42Z /•3G�d� d7v /d6 S 1-P7 39A36,11 " /•34 - 634//937 Tu 4,d afB: 5.00 d� � s.ao (.636/i937) 2.0 d9 d9 = (Z /4)C. 77/59066) Trwa� /r v ro S..BacKnam Feb.8 i97/• :�.,; -:; ._ .. Shvrec /i �� .f�ur1 V o p m d 1 22z 1\ ;ll1 w n a R�1 .I �.i Z h :sir � h m v �r if II II it h � O. N N � H O m c� lYO N N 11 II � �] V r II 11 11 V h a y�ry O ^i a If II 11 11 3 d 1 22z 1\ ;ll1 w n a R�1 .I �.i Z h :sir v �r �\ In � �Ih NIh O. N N � H O lYO N N 11 II 0� 0� 11 II 11 11 V a 4 d 1 22z 1\ ;ll1 w n a R�1 .I �.i Z h :sir Oefcivrn ma flan of l7is fon�. h�iw ttvt /ha"Adc "A" V- MaHhal S� Fi�s1 we sc/ve for :9 37 -66 or 39-30 -// so /✓io.9 i�or d, 3.50 d,= 350, Cos 39`3a' / / ") 3s6 (,77/59066) 2.70 7e-,,L. 'd Sawrn� 7`ov 5 29'37'5 -9 "C �i Y See Defiai / 13e /0w dz dz C%Zs 3. 7G' - 2 76 Sa / ✓iny �oi' d9 o o 4z �/3 C3 50)(• 636 /1937) /.c0 L ,= 1.23 7.071 ' 413- 7;9 339°36%/" ✓mow -5'/,,,.,y gar ds- oa Bz9gz596 d5 = dg -dg / -2/ �•� _ 2.23 ' /.2/ (3= �29- 37 - 17f 9- .32.33 d6= (1,7824-307'- 2C4 7e)C3 27) CGS 39 °o9'SO `� L2Z.85t/a.69- 3/•2,'0 �•775342Gu;) �/� = (33.54'- 24.24)'/Z . i 9 3G) Z = 3.O5>reet /Voc✓ 7`6 Je7< cIlsiawee Trod "A " 4F "Q'I. 3� d6 ,vot9o° it °(sowccJ� %,i5 s:n>>c 5,!, vca.' (r�•e %'�<, vc.7f >( 4c• r? 7 3 -Sv 76 6eaV,t Su.✓cr) CO-) M f/. "Ci'� i3 %6•6S — dS +75:'� S.�BucKrwrq ...Fcb.s,l99 /•,:,..._ horech4 -1 Ro�cf _ • .Oede.7»i77a7'10n or autanee itrom M.f1. �iCi" - .tir.N. � So /vr-I jl 7ear 42. 5 47 25 -32E a d, 406 Tom 147 J- _ � 35 8 �7= 35.UO C 00323957) J- o, /2 Now 48 d7t 3•�' 3. /Z ' So /v/,7 Aor dy : S/1 _ , - 9 41 3, /Z d9 = 3./2 9 43 2 i68 7 3.70 YCf c 57 °�B'S3'• El S 47`36'40 "E LT__ —.� fit!\ % > 'i d so /v /•j YOV Y-: (47 °36'40 ") +('I c 52, 13 5V Zf'r53 " n� i N O 'J l) • � -/32.8 - 5•,Ei�oMna:� Fe�.S, .:: r �.::., -, `_; horES l � ��. ,4o4d S°/vlmj Ar Sa/v,-r iar di/ ail = 3.75 -die, 8/ A". Ss /vim9 7Yor C?/Z CSee -5 -'el a /c/ d,, Z n'z. ,Si „ri e /574ef Nar,✓ c/ /� _ / E/ t 4,9 .00 X 30 00 -/. 57) Qr3 ° 3.50=+ a 3.14 A+. �Ivrn� for _ .5'171926e. C/ = 27°�o'43' //°«w Ti r 9v' 0475.53 * 70 Z4 /t4S•'77 e /.3zB 147-26- �3 ) = 1 �9- 4B -52) - Csz-3l -C7) S7 °/7'45" S° /rirq f °r ✓Lcs d16: c� = dio 3.50 dro= i3 so) (!'o� 57 °' 7'45 ) Sa/v,-r iar di/ ail = 3.75 -die, 8/ A". Ss /vim9 7Yor C?/Z CSee -5 -'el a /c/ d,, Z n'z. ,Si „ri e /574ef Nar,✓ c/ /� _ / E/ t 4,9 .00 X 30 00 -/. 57) Qr3 ° 3.50=+ a 3.14 A+. �Ivrn� for _ .5'171926e. C/ = 27°�o'43' //°«w Ti r 9v' 0475.53 * 70 Z4 /t4S•'77 e /.3zB --- — -------------- C .0 - _dc Sheet IYe, 77 Sheet.,_ IVO, /,5 741 741 /i firms 6. Sewer – 4Dee- e e. Elects. 71 2-9 -7/ l.— 9- 71 2-'7- 7/ ,2- 9 -7/ % -- Fi- c horeC /i�`Y� Kagd f / 4 / L�.. 61�..�YGC .. . -..... E. Cross l2e�rrew�ClS Shec/ No --- - -'XIS tim — - S�rcct — 2-9 -7/ r J� Sheet NO —New Sur�i+ce n, roves -r �/f5 iii C vib Rna/ Ga tfsi- .3 - `,� -7/ L6fairs I si (o frc/�7� /on Nags 3-8-71 . . •, ar, l frp �. B Prof ec 7'= She re c // -/'V /4?0.?% 0' i. 171c- -W it War Ar e -*7 Ov* fed 77K-n P AX+L- Lo= le .. . ........ .......... .... ... ... Z i7 -7/ 71e,5 lop 0y1.2!kl-411�+15!1 Felt, New �10 S. ---- fe. 5hee7' Ala 7 Sewer n, rovemerr�5 y - 2-6-71 2-23-71 7-2,3-71 , rr- 3-/0-7/ fret ello-n Ale7eu 71 II I i°L.9N C VE CA-. UST . ecf f . .... Shorec /i .E'c�a —.._ /f�yYl O � /�JOrif .. i�ot in yr /� /n �%�rC✓ ZE,.. Q- hors 1-74 1,V W-" 74 7 z6- 71- - - -I d -orrec iior� _dtfiti /S . !iv N_ Y��e)_ 3 -It -7/ _ �__�r7r.7s�._.b /✓c,�t_ _.._ 3lZ -7/ rh. ---- .. - -- — .._... - -- — ZE,.. i � - 5- - 54041 - 6 1p� .. .......... SIC) 4( --S. 7 A.--. S- - 5- - 54041 - 6 5.X5 2 -25-71 q.. s+��a• .rnry dNH�e�LZ?4/✓/ i ' Sk ` � psj)Zi L9N/ "A.�, ww 0 h ; h i i m qe P, mr79' n F o � h � b C V' 4, `• i t i ON9H'i h� M Z' h v C � 1 Cad f� N o � ww 0 h ; h i i m qe P, mr79' n F o � h � b C V' 4, `• i t i ON9H'i h� M Z' i C � I W v !� �j V h h t � J N n Q Q i C � I W v !� �j V K'. it a L� a a N J N � 3 Q 4 0 u tv a �a o� � !V m W T y V y Q sic Y�1 .B' s 2-17-71 • :., shocrc /ii t iPowd- • / 3 �u+fe t S +ructu re 2 z m � � V •� D \ \ UA JTJ t. OE TA/ . , � � CUTLET STR i�T -Z CO�'JCr7C7f",Q /1° -RJR � �`� f J , - i i' .. j �s'eo�».c)`YiG -CJ25 y'rl .... �� •- ',..G' -(3?8. I amt /et Structc,re gR0/�8N CaNGRETE , ,q /P -RAP —Zi 6ecriolv i 0 �\ ER,S7 fi N(r Gr2UUIVD $UQFACE � jq o - gR0/�8N CaNGRETE , ,q /P -RAP —Zi 6ecriolv i Q Q C 1 Zg "X36" C457' U-70N 7 ?�fFiC 6X' ITE.S I �AIHq/n.(j ?9 FCUN.OARY +� � I A CENTER ¢ °56'40" i 0 fcL�C, a i/ GcconefrlC OeS�77 1 1� 0 i /I 1 �l it ��A ✓ viE w .DET� /L I G'O//I.Q /N.4T /ON /NLET ScAGE C -/328 FORT /DNS �F EzFS TI��G 0 047Cf/ Fd 1 "110£7 1153064 1 TYPE OS CvR8INLET PER U'/i3 STD. 306- L 01 0 0 V 6Y._ S-6 -------------- ------------- --------- SHEET OF CHKO. BY ----------- -ATE__________- .._ ?e0 ' t g -tjt/ -C giSJ3111 --------------------------------- JOB No. -- -- --------------- ---- - -- ------------------------------ --------- -------------------------------- ------------------------------------------- Ra VMA Rotk way ---a— see Mote 3 below J7 C;,J�)j 4. SEC 7'1(91'V ee,*A,-r zupPCW-0 hew-m !row/ b0- IF'? (H) eeg?>i U "eo-" 2. Soqw --144A" '6* a C, -x C4f-CA ZeW 6&C CATS SrD 306-4 OA4 r 0 74. e12 4-71 5a rA z e ... ...... J o • 3 Road GCo?ne +ric Oesi�n C- /32$ A I o o pi_, ad�w�ys � uP� u _� • ' "•. �,..� 111 SECT /oN /Q -/a C'om?bima from /� /Pf'. ,. 4 & 12 "0. t/7 WQ,� gf RAP SECT /ON G -G ie Iriric 604TES I ,� •� k I V A !� IZA_ - 1 '' Of o ad It PLAN V/BW'� DorA /G I GRArE /NLEr scale l"=2' 1 a 0 I �/ Ex +07 /2 "pvV /C>F i ! Ex�,yT CYr6 h�Iet SCrV/CG` I To Re inn i�Ir OV P00 GS • 30G + - I p+y � V /dorm WAYS «•p a m/c.ei 2 a`4sC /2'O .0 — 7z„ i; t I k ` I OSO &,3 •G pro Ex /Sr/NG CURS /N4CT rIF 51� �sxI3T 47vr4Fr CPLUb) �T 77,71 - --'- Sec rleN i4 -A COWNEC 7 /ON rd EX16r /Nis C 4),9G /NLE r CATC,41 A04SiN - �c�nefriC ,Des�y/- �o?nbl?�at(on /c t- V a V 1M ■ 3 e -/326_ s -' v ti (ca s 4 e'y 'r W �e V a V 1M ■ 3 e -/326_ od . _ Geoon�friG .. ,tJes✓�t ra I qs W. A A n. `t " atj " LQ. loi o rz, V a %.0, a O� X40 -. . �ry [� 02 � G 1 ft b.E ly b3 a3n0:) _ Ql . O 0 env F. o j C LL ytid, o m a3no:> , %. �� <s D v a• 1, N n •s .. ` VIES oN� It =VQ p N �; mNN c SOU' • - 4mh d 0 I I 0 .8!a. IV l 1Vlt Ct,�1,41�Y,6 ,1 $ • 60L NW 1d -� 607i Fi a3no7 . ter.• -�,- . �J P J ;E =ooa tiw Iv P C3AO� •S io Pal � o_ at1 331-10380HS o _> L'v-1 ; 6 1Vl _ _ s CC��JI 1 0 'O M3n0:) J W Oil V Q yi 2 r. Nh •• J "d• ..� � �� <s D v a• 1, N n •s .. ` VIES oN� It =VQ p N �; mNN c SOU' • - 4mh d 0 I I 0 .8!a. IV l 1Vlt Ct,�1,41�Y,6 ,1 $ • 60L NW 1d -� 607i Fi a3no7 . ter.• -�,- . �J P J ;E =ooa tiw Iv P C3AO� •S io Pal � Y ' y0 _> L'v-1 ; 1Vl 2 s CC��JI 1 0 'O M3n0:) J W V Q Zr •• J "d• ..� � 4 Q 1 � I •0 8p n p - Y LLO n zal OVA � � � � � � �• �. 0 • � - v ' = U C -1328 See Contract File for Pacific Telephone Conduit Map C -1328 See Contract File for The Standard Soil Survey Sheet r� O F G E A. S. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR L. MCCONVILLE R. V. WISE R ASST. ROAD COMMISSIONE DEPUTY COUNTY SURVEYOR AN SURVEYOR _ W.L. ZAUN - T.P. O'BRIEN OIVI SIGN ENGINEER- ORERATI0196 REFUSE DISPOSAL ENGINEER M. 1. STORM - - DONIS BARRETT OI VI SIGN EN 4IN EER ENGINEERING ADMINISTRATIVE SERVICES OFFICER TELEPHONE: 034.3050 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 CIVIC CENTER DRIVE WEST SAtjjA(I,ryp.;40 02701 ��LLLLCC�i1l L.1�, Mr. Joseph Devlin City.Bhgineer City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Subject: Report of Soil Investigatioais in Shorecliff Road and in Easement between Shorecliff Road and Morning Canyon Channel Attention: Steve Bucknam Dear Sir: As requested by your letter dated February 24, 1971 a subsurface investigation and laboratory analysis of soils was conducted on Shorecliff Road along with a geologic reconnaissance on the Easement between Shorecliff Road and Morning Canyon Channel. This study was completed in connection with the construction of proposed sewer and storm drain lines within these arena. The borings, recorded on the Standard Soil Survey Sheet, indicate soils varying from silty -clay to sand and field moistures ranging from 4% to 27 %. Due to the generally sandy type of soil and low moistures present no unusual construction problems should be encountered during the excavation and compaction of the material. The Easement area was inaeessible to drilling equipment; therefore no samples were taken. Geologic reconnaissance shore well fractured, folded and contorted shales and shale beds with occasional discontinuous layers of lime- stone. The closely fractured orientation of the rocks indicates that the required excavation can be accomplished with conven- tional small equipment and minimal construction problems. A reproduceable print of the Boring Log is being transmitted under a separate cover. s Mr. Joseph Devi March 24, 1971 City Engineer Page 2 Should any questions arise concerning this project please don't hesitate to contact the Orange County Materials Engineer. WLZ;DEB :nk Very truly yours, A. S. KOCH Road Commissioner & County Surveyor By W. L. ZAUN Division Engineer- -Operations N4� z v \ �_ m -a p r u Y K. N'\ 76 rn yQhT ti G ? a� Z o� a� Z � O 2 e Zaa� to -J 1 � I i F3 m b /y, o I dy ./ N m Ayr z u � F.. v � /0� 0 V 4 117 v \ k V fr 0 n r, m n� �u w c ,l� 1 r �1 / cq / t w ti y ' w � q\ = _ \y yN 9 � va n t. a ..0 v. ;1, m uh , 6 \ A O 1� (l 1 LL _ i ! ! v> ci l � Iq lap i \ lit }�5 l4. F N NrV Cr ,' Zr 4 � L AA�t• t. 1. L'0 ryl J ' I. F I } `S s. A r �4 �—- o m � r I . I ,. C -1328 See Contract File for Southern California Edison Company Underground — Huntington Beach District Map P1717yx /?747 4b- I M.2•� .fnc ='b =r:� T_ °C. /.,:f %774 The 4" S =; .` -'rc r .,1::> serrfn� `irc Ga �co siores °rae? 33,5 r. YY�} /dGl Frp/cC_i ' . �..� � 'l✓e`J.'.� . /S d �r y.,. ✓y,✓! C.1y '_'i' TU G�C 1f %� /iJG ��.° /'t ✓[ / /i•:"C� of :. C_". ?+' � jC /° %crJ�4 °" 1i ?� n f /3s7£7✓'9s .. /. re / ?? T' i r.(CT•.CC".$ /r it >s.= ,s.. .:t•.l..L'. 2 rc5l�/ 'rlGfS /'•+'! %i'rACf / //G - • ' 2 �is3u» ?2 lJrcru`ge Stw >c +V7c r-fc�� ';-r; fv qo' 9r7GC(. . 3. /a`;.s;Jrn_ /m r! / ra ;1,,G n Ta o F. /.`.-Od o ✓/l�s+�.18 oT Sew. h ••l`.;E ; ,•,� /vStl1. O.3v J 5 71.P C.' /.p• J 6. Te ex is arc: A,o - l. alJ.rncc lvkodiel "0' 1Z)70 eF14 Nom - Z Vlr cv /xs s./ ,.E✓rs,. ' Q. Arc the of lstn ^,y �:i ti;,NS ::✓:. r� ✓.� ^ "C - ,. se. v._...G °t'�.� r':�trJ. �J jJ ' �J. J./J7n7'S i?C 77�YC° " %Y.11 :i :•S '/'l C�G%l� 7"0Y Ise I 95C 185)ic) 7DJ .zz)o L � t �fnr:+X /?r)Oi'C' /Ca�lr G.°• .- . ^GU ?v ..r, Cl�. f'.�•6. _ .%• ✓/✓bi kt$ • • 7r -rah e /tea,' Flosu = 9.SPn J7 70, 3oa - 7•=-, acG p pa° - 5/. 9;9Fr•; . 74 00G� /✓/aXl mvw�.'i�urr Ffew� �'J�^, 9 == i ..� — ! -'.Q "NO /S ::3✓� 07, /ri` . . r,_ i'urr..�'.i /r- q:C���,� ""..r ?.. /y i .;r�•:;�-T /! «� %. ?r[ C: G.o�,zLl i�-• . O "P /PJr!'3?"l _/{)EE' /'y -��✓ ^- %tl. , �La a_Yo WF•�. � . 4 },err. pe'` -[.. SG:.v,'? .. _57 . /,tin ZZ 4i ova -,-,0 7 -.1 7 ih z F i���..•7 -r 4��'4� 'UGC' .1- ''J�..Y -. .c � =0 V C. +•0873 = 2.52. p5 2= 252 f3s vil �3 Fri= _7.Zs7 ' �� _ ✓"r:i'�1awv, "��- n- �- +hY- nb }�,y_'' nb31" hbg +i�by f�Z = .oz 1+ _ • //9 ter-- ' N 77 °Y�� i 1 - 3: _'S =• /O fD thF Of- /Or- -7,25, 77`? .' %;gym .rS ✓Q� j.js %hz lcv,,,p /'+7 Td?* r i is a- ".�.ffrrex. 64 w�iiL� .2f.f C'S?U4'f•2', if9W! ✓!r [. ✓!"e. P /6L'f .. .`3 tt.:I::J • V .•J) LET$ p ! g/ $1 TuATT(31f :! .GJri tc /3Pr rvu! /i rcrn frc 1,7,4pi,lP S /tld n { 7'1 _ ,?Lyssp 117 ¢L,e For f'f ✓✓a./ A . _ ,,.25` r• Ff /Yt9•i. 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