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HomeMy WebLinkAboutC-1497 - Street, storm drain, sewer, water improvements Bayside Drive from Bayside Place to Marguerite AvenueE> CITY *EWPORT BEACH - PUBLIC WORKS D (fMENT MEMO T0: rl� (�e%7. /7� iCISS�C /1 Date 10'7f1��J• FROM: %U, cti. av vSo� C 8 4,44DA01) SUBJECT: /l�fAt/1 tX[Fr,�; 04 A �r7ctl�te iliy7fi2/ C 1 'eE .�J`" -tl. •�.c -.. ��i a kicu�c� - z.:�..Tu.ar'.�..o/�:.� C-11 41-1 ,Ce- cccc�� u..- ..�/��aea -4. Cikc�e -Ze'�. �i .4.... �.c..c -a..✓ G-�ui do — �t�- �- c -...�. dt7/. �71bi 7L. �rr!c7.G. Copies To: PUT IT IN WRITING .9pe CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO:� Date 4SI15175 FROM•SfGy ��� �17Gt�i7 /�i <tZ'lA4aVa,y°o' d e 40 " P Copies To: l qne PUT IT IN WRITING WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO: lal zq 13c6ek Co. Date to S-7S FROM:6-,eee 1,3uch,rwzn SUBJECT: &*ysiWe j%iive / ,oroy�� sae ssTS 17) 67 a ;E� -t sr ,4 ec f � //s ro %arcs cu tiirl� .4lr���.,�•�r cf z'kl rl11✓/ d /K �� �� 4-/4 AZW i►r� S�srfii,� 32 t/5 .d o s fvr 7�ie �7 Z.49 Copies To: o r C—/497 PUT IT IN nRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS Landon Morris Theodore P. Pollch, Jr. Douglas C. Purdy John K. Morris Patrick G. Hatcher Michael J. Murteugh Thomas L. Behr Andrew A. Kurz May 30, 1975 Morris & Polich ATTORNEYS AT LAW Mr. G. P. Dunigan, Jr. Field Engineer City of Newport Beach City Hall 3300 Newport Boulevard Newport Beach, California 92660 RE: Improvement of Bayside Drive (C -1497) Dear Mr. Dunigan: I am in receipt of your letter regarding the improvement of Bayside Thank you very much for your prompt to our letter of May 12, 1975. 0 SUITE 430 HILTON CENTER 900 WILSHIRE BOULEVARD LOS ANGELES, CALIFORNIA 90017 TELEPHONE: (213) 626 -4347 17592 IRVINE BOULEVARD, SUITE 202 TUSTIN, CALIFORNIA 92580 TELEPHONE: (714) 832 -5992 PLEASE ADDRESS REPLY TO: Los Angeles it *] Y Y RECEIVED PUBLIC WORKS JUN 2 1975 ;l= CITY OF NEWPORT REACH, / CALIF. dated May 21, 1975, Drive, C -1497. and courteous reply In your letter you suggest that perhaps we are not in compliance in the presentation of our claim with the "Green Book ". Please rest assured that for all extra work claims made by the Bebek Company, the daily work sheets had been signed off by your inspector on the job. Thus, we believe that we are in compliance with the spirit and letter of Section 3- 3.2.1. Our letter of May 12, 1975, was directed to you solely for the purposes of placing on the record that claims for the extra work will be made. Certainly, we can appreciate and do understand that the final adjustment of these extra work claims will have to be made at some future time. So that there can be no dispute as to the facts which have given rise to the extra work, we would very much appre- ciate it if you could contact your inspector regarding his daily contact and reports with the Bebek Company. Following that, if you think it appropriate, we would be more than happy to arrange a meeting to review the extra work claims. -1- Morl& Polich City of Newport Beach Mr. G. P. Dunigan, Jr., Field Engineer RE: Improvement of Bayside Drive (C -1497) May 30, 1975 Page Two We are confident that these matters can be re- solved amicably. Enclosed herewith please find a copy of a report from Bebek Company for still additional extra work. Thank you again for your prompt reply and for the courtesy which you have shown. CC: Mr. John Bebek PGH:cj Enclosure -2- Very truly yours, MORRIS & POLICH atrick G. Hatcher A �%4 'IAY G.:l 1 -i75 CITY OF NIE'NDORT ;TEACH 33")0 NFWDGRT BLVD h 'TORT -caC i CALIFf:RNIA R'_' -I i, T'".. '.I-- -ref. CONTRACT C -1497 APRIL 28, 1975 5 rIRS. -- BREAi. EXISTING 57' PCP 'Jt:i >L' EDISCN VOLT AN:, HAUL TO Dv'MP LABOR 693.78 EQ JIPML;:T 1 ,5. ,7 5Z , a46. 85 APf.IL 29r 1 "75 4 LOADS CONCRETE TO :)U "'.P - 1 HR PER LOAD EnUIPMENT 96.99 98.99 APRIL 3:;, 1 175 6 NRS - 16" atli". AND EXISTING 57' RCP - 1 TR.'JCK - 4 LOADS BRGKIEN CONCRETE AND 57" RCP LA30R 7'97.0 E'JUIPMENT 3,307.79 MAY 1,. 1975 31 HRS REMCVE 12" PCC - 57r' RCP AND 16" CIP SVii - 6 LOADS OF CONCRETE TO DUMP LA30R 455.63 EQUFPMENT 727.08 1,'12.71 MAY 2, 1975 2 HRS. - REMOVE 12" PCC AND 10" CIP 141:1 - 4 LOADS TO DUt1P LA1OR 277.51 E-0JIPilttJT 429.62 707.13 r CITY OF NEWPORT BEACH EXTRA NORK - COkTRACT C -1497 PAGE -z- MAY 59 1975 4 HRS - REMOVE 18" CIP W/M - WORK AROUND UNKNOWN 8" STEEL LINE TUNNEL & CUT IM T.S. & M/H DIG AND LOOK FOR EXIST 10" CIP LABOR 525.92 EQUIPMENT 1017001 '1,642.93 MAY 15, 1975 5 HRS - BREAK OUT EXISTING 60" RCP AND CLAM - REMOVE 16' LABOR 788.88 EQUIPMENT 1,264.8' MAY 16, 1975 9 HRS - REMOVE & BREAK 60" RCP E HAUL TO DUMP LABOR E00PIENT MAY 17, 1975 ISATURDAY) 48k - 5' BARREL & 1 COLLAR LADIR MATERIAL 1,1',1.71 A315, a 5 416.04 1,092.50 2,053.70 2,301.32 1,500.54 MAY 10, 1075 2 HaS REMOVED 60' OF 15" CIP WATER MAIN - 4 LOADS TO DUMP L.A3RR 277.51 EQUIPMENT 793,75 MAY 20, 1975 2 KRS - REMOVED EXISTING 18" CIP WATER MAIN LADOR 276.43 EQUIPMENT546.27 1,07.26 822.70 f CITY OF NEWPORT 3EACH EXTRA WORK - CONTRACT C 1497 PAGE -3- MAY 21t 1975 6 HRS - 101 SAN SEWER NOT AS SHOWN ON PLANS - SF!JER IN CENTER OF 54" RCP LA30R 111".1.33 EOUIPNENT 1,753.82 TOTAL ALL PAGES $2,822.35 $,8 98.07 COMPUTED FROM DAILY WORK SHEETS AND SIGNED 3Y YCUR INSPECTOR CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: 613ebe kC C1 -0r. Co.FIc+a:vi IN PrRsoN FIRM: TEL. .TELCON I I To Sfe ✓eiG/iy147y7 FIRM: CNI� TEL. SUBJECT: I moo INIT_i DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY FILE: 0-/49 7 DATE: jyple Z 1475 OUTLINE OF INFORMATION RECEIVED I Vi GIVEN I -_ �atvsorl� �ivl �.�,�,sorr� Norm ,�urc/'I o��ra+ hv ; � JG1-r `fo(.v�5ovi CN8 l-n,5 feC+,-)fie r .' �'arrl�.GlT�sv� 07� i{ir�n Qr�r /rl /O�pe �edA��4arrit e���rax S�af�r,rl 1tS0 7�7 650 • �'rr�' "f -/vci' i � S%rnv ✓�ititx. i7 B67o 9D '%a is C�' / /i1 �ry .F V-C a. 70A7- f i�� a 5.�• -�� crow P �vvr /off I 07 Z % , eix e w- Z f /rrre 7�'S>� ire �ii Soi / -co?v r`T X 7%" ~414 �.�.� 07�°� CCIs��o �tl ��.. w. // he 0:0,-,.ro e ;Ile l L ACTION REQUIRED PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. BLOCK. DATE DUE w. y' CITY .*EWPORT BEACH - PUBLIC WORKS D(�TMENT MEMO T0: Bebek Compnay, Attn. Pete Kissich FROM: Steve Bucknam, Project Mgr SUBJECT: Pete: This wewp is i notification that the allowable 0-14q7 Date May 29, 1975 of street closure for Sayside Drive between Carnation Avenue and County Road exp, id on May 13, 1975 (30 cadandar days from April 7, 1975 with 8 days for rain and other delays). Please proceed to open Bayside Drive from Carnation to County Road as soon as possible, or immediately proceed to lay water main in the closure area to expedite the opening of that area to traffic. Copies To: C-1497, C -710 PUT IT IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS CIT #F NEWPORT BEACH - PUBLIC WORKS PARTMENT MEMO TO: CJ }eve UC ay� DATE 5-29- -1 FROM- SUBJECT: cEJ(JiS1Dt 1 �t1�JC vf\c.te L v- L- +e � COPIES TO' GNED PUT IT.IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS �INYIS� ��' T�� �yS,�C' I�(L�Ut CIDSU`rC' ►L6� -�-1 �--{�cl U�� A Iso 4 are t�N atrck54 i he vf\c.te L v- L- +e � COPIES TO' GNED PUT IT.IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS C_ /4q7 a Bebek Company 16706 Construction Way East Santa Ana, CA 92705 Attention: Mr. John Bebek 4 May 29, 1975 Subject: Bayside Drive Storm Drain (C -1497) Gentlemen: We are in receipt of your summary of extra work covering the period 4 -28-75 thru 5 -21 -75 inclusive dated May 26, 1975. A substantial portion of the extra work claimed appears to be covered by the contract unit prices. We are currently analysing your claim and will con- tact you shortly to arrange a meeting to discuss the matter. Very truly yours, C. teph en Bucknam Jr. Project Manager CSS:hh BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA, C 1 2705 �l e� PHONE 540 -4922 b RECEIVED�' STATE CONTRACTORS LIC If 177769 £ SAY �CRW v p,YS a 1975. -< crry of f %IAY ZG , 1 X75 CITY OF i!E1 PORT :,F--AC„ 3300 NEWPORT BLVD, NE!!OORT ' ::EACi CALIFORNIA RE- EXTRA 11ORK CONTRACT C -1497 APRIL 28, 1975 5 HRS. - BREAK EXISTING 57' RCP UNDER EDISON VOLT AND HAUL TO DUMP LABOR 693.78 EQUIPMENT 17655.07 APRIL 297 1975 4 LOADS CONCRETE TO DUMP - 1 HR PER LOAD EQUIPMENT 98.99 $2,348.85 APRIL 30, 1975 6 HRS - 18" !J /M AND EXISTING 571' RCP - 1 TRUCK - 4 LOADS BROKEN CONCRETE AND 57" RCP LABOR 797.85 EQUIPMENT 1,009.94 98.99 1,807.79 MAY 17 1975 319 HRS REMOVE 12" PCC - 5711 RCP AND 18" CIP W/M - 6 LOADS OF CONCRETE TO DUMP LABOR 485.63 EQUIPMENT 727.08 1,212.71 MAY 27 1975 2 HRS. - REMOVE 12" PCC AND 18' CIP W/M - 4 LOADS TO DUMP LABOR 277.51 EQUIPMENT 429.62 707.13 9 0 BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA. CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC y 177769 CITY OF NEWPORT BEACH EXTRA WORK - CONTRACT C -1497 PAGE -2- MAY 51 1975 4 HRS - REMOVE 18" CIP W/M - WORK AROUND UNKNOWN 8 1t STEEL LINE TUNNEL E CUT IN T.S. & M/H DIG AND LOOK FOR EXIST 10" CIP LABOR 525.92 EQUIPMENT 19117.01 $1,642.93 MAY 15, 1975 5 HRS - BREAK OUT EXISTING 60" RCP AND CLAM - REMOVE 16' LABOR 788.88 EQUIPMENT 1,264.82 MAY 169 1975 9 HRS - REMOVE & BREAK 60" RCP & HAUL TO DUMP LABOR EQUIPMENT MAY 17, 1975 (SATURDAY) 48" - 5' BARREL & 1 COLLAR LABOR MATERIAL 1,111.71 1,855.85 416.04 1,092.50 2,053.70 2,301.32 1,508.54 MAY 19, 1975 2 HRS - REMOVED 60' OF 18" CIP WATER MAIN - 4 LOADS TO DUMP LABOR 277.51 EQUIPMENT 793.75 MAY 20, 1975 2 HRS - REMOVED EXISTING 18" CIP WATER MAIN LABOR 276.43 EQUIPMENT546.27 1,071.26 822.70 0 BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC N 177769 CITY OF NEWPORT BEACH EXTRA WORK - CONTRACT C 1497 PAGE -3- MAY 21, 1975 6 HRS - 10' SAN SEWER NOT AS SHOWN ON PLANS - SEWER IN CENTER OF 54" RCP LABOR 1068.33 EQUIPMENT 1753.82 TOTAL ALL PAGES $2,822.15 $18,398.07 COMPUTED FROM DAILY WORK SHEETS AND SIGNED BY YOUR INSPECTOR C -/497 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard TO: Orange County Flood Control District 400 Civic Center Drive West Santa Ana, California 92702 L_I Date May 22, 1975 ATTENTION: Mr. Michael Curtin Project Engineer SUBJECT: Sayside Drive Storm Drain Improvements (GOOP07) We are transmitting the following: No. Copies Description 1 Photo of Subject Project in Progress from the Daily Pilot of 5/19/75 Remarks: Mike: Thought you might like a copy. By: teve uc nan Project Manager Flood Project Workmen toil in and. around hole for new ¢ '' storm drain at.Bayside Drive and:Carm aBayside Drive has been closed to through str Avenue in Corona del Mar+,,ds con trafie fb several weeks, but will be re- struction continues on $3g ned.in time for summer traffic, city, of- PioJect. Ificials said today_ ,.., . i May 21, 1975 Morris & Polich Suite 430 Hilton Center 900 Wilshire Boulevard Los Angeles, California 90017 Attention: Mr. Patrick G. Hatcher Subject: Improvement of Bayside Dri a (C -1497) Gentlemen: Reference is made to your letter dated May 12, 1975 regarding alleged extra work performed on the subject:-project. In your review of the Standard Specifications for Public Works Con- struction (1973 Edition), you apparently overlooked Sect on 3-3.2. and-We—provisions of Sections 3 -4 and 3 -5. After review of this matter with your client. Bebek Company. please do not hesitate to contact us should you have any further questions. Very truly yours, G. P. Dunigan, Jr. Field Engineer GPD:jd cc: Bebek Company; Attn: Mr. John Bebek 0 Landon Morris Theodore P. Polich, Jr. Douglas C. Purdy John K. Morris / Patrick G. Hatcher Michael J. Murtaugh .�✓.P' '�) as Y1 Thomas L. Behr Andrew A. Kurz •...1' .. `); 12, 1975 Morris & Polich ATTORNEYS AT LAW May .VM1 `..�.� i4... 1. :x• I � Mr Steve Buchman City of Newport Beach City Hall 3300 Newport Boulevard Newport Beach, California RE: Contract No. 1497 Improvement of Bayside Drive Dear Mr. Buchman: 0 SUITE 430 HILTON CENTER 900 WILSHIRE BOULEVARD LOS ANGELES, CALIFORNIA 90017 TELEPHONE: (213) 626-4347 17592 IRVINE BOULEVARD, SUITE 202 TUSTIN, CALIFORNIA 92680 TELEPHONE:(714) 832 -5992 •) PLEASE ADDRESS REPLY TO: a Los Angeles We are the attorneys for Bebek Company. Mr. Bebek has brought to our attention the fact that he has incurred items of extra work within the mean- ing of the StandardSpecifications For Public Works Construction (1973 edition) Reference is made to Section 3 -3 pertaining to extra work. Bebek. The following extra work has been incurred by Mr. On April 7, 1975, the survey controls and monumentation were found to be non- existent. This required 26 hours of extra work for the survey. The cost incurred in this item has already been billed to you. Again on April 7, 1975, in breaking the pavement Bebek discovered 12 inches of concrete under the 8 inch A.C. which was not shown on the plans and specifications. Additionally, he found an 18 inch water main in the center of the line of the trench which was not shown on the plans. -1- 0 City of Newport Beach RE: Contract No. 1497 May 12, 1975 Page Two Morrif& Polich (See Section 5 "The Green Book "). The cost incurred for these items of work are as follows: Total labor $ 37.65 Equipment $ 76.50 Overhead and profit $ 11.48 Total: $125.63 When attempts were made to dewater accord- ing to the plans and water quality control specifications it was found that the man- hole designated to accept the water was a metering manhole which contained no outlet. As a result the dewatering system had to redone. Labor: $147.42 On April 9, 1975, Bebek pot holed for an 18 inch water main from the City of Newport Beach, backfilled and paved. The following costs were incurred: Total labor $302.80 Equipment $168.00 Overhead and profit $ 25.20 Total: $496.00 On April 21, 1975, it was found that the City could not completely shut down the 18 inch water main which caused excessive water in the trench. This resulted in shutting down the operation for one entire day. The following expenses were incurred: Labor $440.40 Equipment $575.16 General drilling $743.65 Overhead and profit $ 77.15 Total: $1,836.36 -2- iLI City of Newport Beach RE: Contract No. 1497 May 12, 1975 Page Three Morrilk Polich On April 22, 1975, when excavation was begun at the outlet structure Mr. Bebek encountered concrete with rebar below the pipe 10' x 6' from B" to 2' thick which was not shown on the plans and specifications. This item entailed the following expenses: Labor $310.00 Equipment $497.87 Overhead and profit $ 74.68 Total: $883.38 On April 24, 1975, at 9:00 AM, another existing headwall was encountered with wing walls and a 24" thick footing which was not shown on the plans. The expenses for this item included: Labor $673.45 Equipment $1,909.21 Rental equipment $ 130.50 Overhead and profit $ 184.65 Total: $2,897.81 And, lastly, on April 25, 1975, Mr. Bebek began breaking the headwall and removing an 57" R.C.P. and hauling same to dump. This entailed the costs of: Labor $ 635.95 Equipment $ 840.34 Rental equipment $ 456.00 Overhead and profit $ 194.45 Total: $2,126.74 TOTAL THROUGH APRIL 25, 1975: $7,704.64. -3- i MorrIC Polich City of Newport Beach RE: Contract No. 1497 May 12, 1975 Page Four We are confident that once you have had an opportunity to review these items with Mr. Bebek in light of the provisions contained in the "Green Book ", you will see that these items are clearly encompassed within Section 3 -3. If you would like to discuss any of the above items, please do not hesitate to contact us at your earliest opportunity. cc: Mr. John Bebek PGH:cj -4- Very truly yours, MORRIS & POLICH atrick t er FAMMISAIMIN l7e REPLY SEND PAWS I AND 8 vom FROM DATE � Z dopr IP 'gel, SIGNED DATE = AW 110 1 PAW 3 WILL ME RETURNED WITH REPLY -DETACH AND FILE FOR FOLLOW-UP too i r • • ':L'if a�New r ewc � Li /c. 3 /�F /9s .4 /C H/iriEs fin en -- R�EZa4o3 I o� +►C "aN of Ss //f33 ,ci /ft�. I .f/G L• `i' /O at#1 / = /S/% per t eWwwACG /CS a.W.AW7 A S+q�n- S�r/pN7� s9�+uY Avers 44e /a Arp/ AIWY4: V/g GvLievt 4 /nom,, ,S//re 4r A ; 490 CAI A = 7ltz = t/3. 14)CZ)7'c /L.S6 ` /Lbw Sa /re rir //, = a(O.cn33)(54923�C44.4 .03 SrX //f 53 .cs s10u/ •03t•a3 = •06 Li�4tr 6/4C 714 % /O$sex Af .S* 11!27 aL- / /y`✓r.3. Odf CinC %siM X Pf L.vs /s aa/n /�: VOTE' dk .fbi! Sfre+r /w./�.G�w�. �rwirx�gt loo /I /TTer UC /,3erAe /ty� /4b9 1 i:lN�.�Goo� Poi c�- ;�c��o ��• L h L ., !.� -�.• CATS 1-4--74 t2 ?� L i CALCULATION'S n 1 { I r I i r.. G U N E G o o Poi CHECKED BY CALCL'LAiiONS HL :;.G. �. n __ ! �_:'� P X30 13� o, • 13.83 t,65 'f 5.53 .,r .150 l �.cD °J •Ll — x.4:3 t I.�.Di _ t -so 4S,i t r 1 i t 1 . tt t 0 i May 6, 1975 Bebek Corporation 16706 Construction Way East Irvine, CA 92705 Attention: Mr. John Sebek Subject: B4yside Drive Improvemen (C -1497 Gentlemen: Your letter dated April 7, 1975, requesting a Change Order to cover the cost of extra surveying has been reviewed. While certain items appear to be valid, there are some which we do not understand. It is suggested that a representative of Don Greek and Associates, yourself, Steve Bucknam and I meet to discuss these items. Please call us to arrange for a mutually convenient time for this meeting. Very truly yours, ,--'�G P. Dunigan, Jr. Field Engineer GPD:hh W CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard TO: Orange County Flood Control District 400 Civic Center Drive West Santa Ana, CA 92702 ATTENTION: FM. Bill Hills 0 Date Foy 5, 1978 SUBJECT: Bayside Drive Store Drain (C -1497) 600 POI. We are transmitting the following: No. Copies Description 1 Shoring plans and calculations subsdtted to City.on April 1. 1975 re: subject construction. 1 City's letter of conditional approval dated April 7. 1975 Remarks: Bill: Per request of the District's inspector on Noy 5. 1975. By C/ C. Stephen Bueknu. Jr. Project Manager CSB:hh Att. SIMPSON - STEPPAT 5 _5 CONSULTING CIVIL ENGINEERS April 28, 1975 0 City of Newport Beach Public Works Department 3300 Newport Blvd. Newport Beach, Ca. 92660 Attention: G. P. Dunigan, Jr. Gentlemen: S -S #6224 RECEIVED �C PUBLIC wDRKS APR 3 0197$ CITY OF NEWPORT 8EACl1 CALIF. We have reviewed the letter from Bebek Co. dated April 7, 1975 regarding the request for a change order for extra surveying. As you know, we had previously acknowledged that an error was made on the drawings that required additional survey time. Our response to the letter from Donald Greek & Associates that Bebek enclosed is as follows: 3 -20 -75 "Established center line monuments per City tie notes, but they did not fit center line as shown on plans." We do not feel that the request for an extra 8 hours should be allowed. The tie notes were not part of the plans and were not to be used to lay out the work. The work was to be laid out from the survey control sheet. 3 -21 -75 "Established center line shown on the plans - no monumentation existed for this line." We do not feel that the requested extra 5 1/2 hours should be allowed for this item. The survey of the center line to establish control is part of the pro- ject. 3 -24 -75 "Set control for storm drain and staked STA 0 +00 to 1 +36 and 5 +57+ to 10 +16 +." We do not feel this 8 hours should be allowed. Setting control and staking the storm drain was part of the work. NEWPORT CENTER 359 San Miguel Drive. Suite 200 Newport Beach. California 92560 '714) 644 -0563 Mr. G. P. Duniga'lf, Jr. • April 28, 1975 Page 2 3 -25 -75 "Storm drain control 1 +36- 5 +57 +. Couldn't make it fit - ran it from both ways - called Shuirman & Simpson - and talked to Fritz Steppat told him our problem. He said for us to call back in one hour. We called back and talked to Gene Leslie. He said there was a mistake in plans and we should put the error in curve "A" sheet 8." The surveyor did call about 2:00 p.m. and told Fritz Steppat that the storm drain did not fit the center line of the street as shown on the plans. Fritz told him to call back so he could check our plans. When he called back he talked to Jean Leslie and was told that there was an error on one of the tangent distances. Jean Leslie gave him new data for the storm drain. In our opinion, he should not be allowed more than four (4) hours extra for that day. 3 -26 -75 "We had to go to the office of Simpson & Steppat 4 times and picked up 2 sets of corrected plans and check in field." The surveyor did come to our office at 10:00 a.m. and Jean Leslie calculated a new alignment based on the field data. The surveyor came back in the afternoon and Fritz Steppat gave him the new data (about 2:00 p.m.). The surveyor staked it per that plan but claims he had to make another adjustment. We feel the requested 8 1/2 hours is justified. 3 -27 -75 "Had to make one correction on new plans @ STA 4 +53+ EC BD = 4 +57 +EC and continued staking S.D." We feel that the one hour extra requested is questionable because we never have been able to find out what had to be adjusted. We feel that a maximum of 13 hours of extra surveying is justified. If the City requested him to use center line ties other than those shown on the plans he may be entitled to an additional extra. Prior to issuing a change order I recommend that Bebek Co. furnish an actual billing from Donald Greek $ Associates. In our opinion the $51.00 per hour rate for a 2 -man crew is out of line with the going rate in the area of $46.00 per hour. 5' _5 0 Mr. G. P. Dunigan, Jr. April 28, 1975 Page 3 Any amount that you feel is due because of our error, should be our future progress payment. Very truly yours, SIMPSON - STEPPAT Donald C. Simpson DCS /klc n the Contractor as extra work billed to us or deducted from CITY OF'NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard TO: John Bebek Company 16706 Construction Way East Irvine, Ca 92705 ATTENTION: SUBJECT: Bayside Drive Improvemen s, C -1497 0 Date Monday April 28, 1975 We are transmitting the following: No. Copies Description 3 Progress Payment Request No. 1 Remarks: Please sign the original and one copy and return to this office. The third copy may be retained for your files. By:� G.P. Dunigan, Jr. Field Engineer 0 May 2, 1975 TO: FINANCE DIRECTOR FROM: Public Works Department SUBJECT: BAYSIDE DRIVE IIPROVEMENTS - BAYSIDE PLACE TO MARGUERITE AVENUE (C -1497) George: Please bill the Orange County Flood Control District in the amount of $100,000.00 for its share of construction costs relating to the subject project as stipulated in a cooperative financing agreement with the County dated October 2, 1973 and as amended on May 28, 1974. If you have any questions concerning our request please give me a call on extension 274. S ve Bucknam Project Manager SB:hh C -/447 J++ April 18, 1975 TO: JERRY JOHNSON m FROM: Field Engineer SUBJECT: BAYSIDE DRIVE STORM DRA ((C -1497) Bill Darnell has requested that we make the following changes in the detour signing for the subject project: 1. Place a DETOUR AHEAD, 48 -inch diamond sign just westerly of Shark Island Yacht Club for eastbound Bayside Drive. 2. At the E.C. on the southerly side of Bayside at Marine, place a CLOSED TO THROUGH TRAFFIC plus DETOUR on a Class I barricade. Place the barricade in the roadway next to the curb. 3. Remove the DETOUR sign from the barricade on Bayside at E1 Paseo. 4. Place same as #2 on Bayside just westerly of Marguerite. 5. Remove all DETOUR barricades within Irvine Terrace including those at Avocado and Kewanee. Remove the eastbound DETOUR barricades between Avocado and Kewamee and Carnation and Bayside. G. P. Dunigan, Jr. GPD:hh April 7, 1975 Simpson- Steppat 359 San Miguel Aewport Beach, CA 92660 Attention: Donald C. Simpson Subject: Badyside Drive Improvem , C -1497 Gentlemen: �- Enclosed is a copy of a letter from the contractor on the subject project, Bebek Company,requesting payment for alleged extra work on the part of their surveyor. Please review and send os your comments as the the validity of the allegations. Very truly yours, G.P. Dunigan, Jr. Field Engineer GPU:em Enclosure BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR nlU 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF. PHONE 540 -4922 STATE CONTRACTORS LIC N 177769 APRIL 7, 1975 '1'•, NEWPORT BEACH, j CALIF. CITY OF NEWPORT BEACH 3300 NEWPORT AVENUE NEWPORT BEACH, CA RE: BAYSIDE DR - STREET, STORM DRAIN/ SEWER AND WATER IMPROVEMENTS (CONTRACT 1497) GENTLEMEN WE ARE ENCLOSING A COPY OF AN INVOICE JUST RECEIVED FROM DON GREEK AND ASSOCIATES FOR EXTRA WORK PERFORMED BY THEM DUE TO ERRORS ON THE PLANS FOR THE ABOVE PROJECT. UNDER THE CIRCUMSTANCES WE ARE FORWARDING THIS ON TO YOU FOR YOUR PERUSAL AND ISSUANCE OF A CHANGE ORDER. DON GREEK "EXTRA' WORK: v 26 HRS X $51.00 HR S o — OVERHEAD E PROFIT TOTAL VERY TRULY YOURS, OHN BEBEK 13 E CO JB /MG $1, 3 3, 1975 l: Mr. John Bebek $' Bebek Corporation 4`• erw 1670b. Constructznn W-r -- -1rv=ne — ;Cai if'k; J�31 ze 3, 1975 l: Mr. John Bebek $' Bebek Corporation 4`• 1670b. Constructznn W-r -- -1rv=ne — ;Cai if'k; J�31 ze .. _ Dear John: ^: The followins Is a sumiiary of addi.Fi.on; 1 field, .3 quired. for .th {.:Bays�dc p , ,-c(: 3r?0 75 F ?� t abT. shed cn er l t1c monutnents_ pe ri tes, ,hut they. ) p: acts di '., -,iut Yii 4EnCer= € J , 3-21 5liOwn ou -per no lncri3tit c ntat i nn ex1tci ic, t}}C j 3-24-75 Set cot tro,l for st<> m drain attd Sfia�C ST A 0+0i9 to 1 +,3, and 5+57* .to 10+f+► ti 3 25 75 "Storm dra17 o coittri, ,1' C nahC t lit i.t i h t«ays �i�u3 rrrr,,;l 4 hxm duf back a o. one hour. WC, called back.: - 'to Genes 1 e i e, Fir said there 3, 1975 l: .called was a ;u,isT rzice n� pLans and „ sh(olld put. the error In curve: .. A shret 8 s hour -extra 3 26 -75 4Wr;had.`bag°;` -o orfcc ot".S1mp8 &steppat�. `. t <': noo d . .called was a ;u,isT rzice n� pLans and „ sh(olld put. the error In curve: .. A shret 8 s hour -extra 3 26 -75 4Wr;had.`bag°;` -o orfcc ot".S1mp8 &steppat�. `. t <': noo 3 Mr. John Bebek April 3, 1975 Page Two 3-27-75 "Had to make one correction plans STA 4 +53 +, EC BK = 4+57+— EC *qW.�r-otitinued staki ng $.D." 1 hour extra OA In our opinion, the total extra discrepancies in the survey time caused by plans amounts to 26 hours of work by -a two Mail Very -6 truly ursi 00; y Donald D. Greek DDG:ss 3 BEBEK CO. fAPR ECEIVED IC WORKgLICENSED & BONDED SEWER & STORM DRAIN 9 CRANE RENTAL CONTRACTOR ✓ 197l\ �y TY OF 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF. 4ZV5' PORT BEACH PHONE 540 - 4922 ✓.� CAIIF r- 1! STATE CONTRACTORS LIC X 177769 APRIL '.', 1975 CITY OF NEvJPORT BEACH S300 IEWPORT AVENUE ivE',IPORT _1EACH, CALIFORI•iIA RE: DAYSIDE DP. STREET- STOr RAIN, SE!-:ER AND WATER. I; iPROVEMENTS ( CONTRACT 1497 ) GENTLEMEN ACCORDING TO :SENATE DILL 9960 OF THE STATE OF CALIFORNIA.- VIE ARE PUTTING THE CITY OF NEWPORT BEACH ON NOTICE THAT EXISTING UTILITIES NOT MARKED AND /OR IN THE WRONG LOCATION ON THE PLANS, BECOME THE RESPONSIBILITY OF THE AGENCY TO WHICH THEY BELONG FOR SUPPORT AND PP.OTECTION. WE REFER. SPECIFICALLY TO THE 18" WATER MAIN AT BAYSIDE DRIVE AND COUNTY ROAD THAT IS NOT MARKED ON THE PLANS AT THE PROPER LOCATION AND !-JILL CREATE A HAZARD AND DANGER TO OUR WORKERS. VIE ARE ADVISING BY THIS LETTER THAT WE WILL NOT ASSUME THE RESPONSIBILITY OR LIABILITY FOR SUPPORTING AND PROTECTING THIS WATER LINE OR OTHER EXISTING UTILITIES NOT MARKED ON THE PLANS. VERY TRULY YOURS, r ^, J1�HN BEBEK D BEK CO. JB /MG April 7, 1975 Bebek Company 16706 Construction Way East Santa Ana, CA 92705 Subject: Bayside Drive Improvements' (C -1497) Gentlemen: ' This letter is in reference to the Solid Sheeting Shoring Plan and to Pipe Shield Plan submitted to this office on April 1, 1975. The solid sheeting proposed appears to be in conformance with the State Construction Safety Orders and the shield plan can be approved for use if the trench sides are sloped at 3/4:1 above the top of the shield to comply with the safety orders. If you have any questions concerning this matter please feel free to contact our project manager Mr. Steve Bucknam or me at 673 -2110, extension 274. Very truly yours, Benjamin B. Nolan Asst. Public Works Director CSB:hh C -/497 af of March 24, 1975 Bebek Company 16706 Construction Nay East Santa Ana, CA 92705 Subject: Marguerite Avenue Storm Drain Improvement Gentlemen: This letter constitutes acceptance of your proposal of $4,750.00 dated March 10, 1975 for the construction of the subject improve- ment as shown on City of Newport Beach Drawing No. D- 5078 -L. A purchase order (No. 4192) is being issued; please refer all billings for the work to that account. Project scheduling should coincide with the Bayside Drive Storm Drain Improvements. If you have any questions concerning this matter please give me a call at 673 -2110, extension 274. Very truly yours, c,i-5. C. Stephen Bucknam Jr. Project Manager CSB:hh 7 CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 Date Subject: Bayside Drive Improvements - Bayside Place to Marguerite Avenue (C -1497) Dear Resident: This letter is a notification that due to the subject project, within the next 48 hours Bayside Drive from Bayside Place to Carnation Avenue will be closed to all through traffic for a period not to exceed 30 days. Local traffic will be allowed and access to your property will be maintained. If you live west of Bayside Place your access will be from the west at El Paseo Drive or Jamboree Road. If you live east of Bayside Place your access will be from Carnation Avenue. Trash pickup will continue on its normal schedule. Every effort will be made to conduct the work with a minimum of inconvenience to you. The contractor for the project is John Bebek Company, Irvine, California (Tel. 540 - 4922). If you have any questions regarding the project or this closure please feel free to give me a call at 673 -2110, extension 274. Very truly yours, C. ep en Bucknam Jr. Project Manager CSB:hh C -1497 SIMPSON - STEPPAT S -S 46224 M=m CONSULTING CIVIL[NGINEWAS - March 20, 1975 RECEIVED �N5 t18lIC "WORKS £ MAR 21 1975 1 CIPl` OF NEWPORT BEACH,, AMERON Pipe Products \,✓ ,. CALIF. P. O. Box 512 E1 Monte, Ca. 91734 N Attention: Mr. Wayne Oda Re: Bayside Drive, Newport Beach, 18" Water Pipe Contract No. 1497 Gentlemen: This is to confirm that AWWA Class "D" flanges meet the Specifications for the class 150 pipe as discussed over the phone. Very truly yours, SIMPSON - STEPPAT t � Fritz C. SteppaV FCS /klc cc: Mr. Steve Bucknam City of Newport Beach NEWPORT CENTER 359 San Miguel Orrve. Suite 200 Newport Beach. Celitemia 92660 (7147644-0563 IMPORTANT NOTICE - { � A I/ Gt pct / 3 /zO %s TO THE PERMLTTEE: Please make all reports re statue of work under thin instrument, direct to the District Engineer. Department of the - Army, Los Angeles District. Corps of Engineers, P.O Box 2711, Los Angeles, Caitfomta90053. - The attention of the applicant is directed to the conditions of the permit, which specify that the District Engineer shall be notified as to the date of commencement, the dates of suspenstolr.4 the work, and date of completion. If it is anticipated that the work will not be completed by the 4ue of expiration, application should be made to the - District Engineer, well in advance of that date, for extension of time to continue the work, provided that there hag been no change in the attendant circumstances. The following forms are attached for your convenience, and it is requested that the appropriate one he completed and returned to this office as work progresses. (Extra copy is for your record.) -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _- _- (cu Iaeliwe! Ip —. 01bjedtt Completion of work tinder Department of the Ann permit. Obts) 'b: - District Engineer, Corps of Engineers. Department of the Argy, Loa Angeles, California Io Compliance with the conditions of the permit dated , 19_ for - _ —_ - -- this to to notiq you that such work was completed an �(PenSttee) (Address) �- Slimed: -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -(out onitwe) Subjects ltesuwptmon of wr.rlt under Department of the Arty permit. �pw) To. District EStgineer. Corps of Engineers. Department of the Army. Los Angeles, California In empllance with the eondltions of the permt Issued _, 18__for _ »_ —__ this Is to notify ycu that work will be resumed an a9 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -(cut an line) _ !li Subject. . Mieneion of work under DeparOnent or the Arm), permit. �� r Tot Dlacrlct Engineer. Corps of Engineers, Department Of the AM. Las A110e108, Cellfern2a In comDllsace with the condltlans of the permit )issued__ - , IG__ for this to to notify you that work will to Suspended • for —days, beginning i4asm: If for sore that L ese ►J Signed: -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (cuto tins) Subject: C"encemert of wort under Department of the Army prrmlt. (pntrJ Tot District Engineer, Corps of Engineers. Department of the Army, Las Angeles, California In compliance with the conditions Of the permit lssued/O Oe5_.16i¢_ror LO "StAr»A D mth ctQrr�{i£f_g4 s t;1r 74_207 this is to notify you that the authorized work will be coemeheet ,in .LA FL 225 1.DEC ]2 _ r -_.� <' 5 Newport Beach, Ca 92660 Re: Drawing D- 5078 -L Marguerite Ave Storm Drain Improvement Bayside Drive to Coast Highway PROPOSAL Catch Basin $2,500.00 45 LF 18" RCP 2000D @ $50.00 LF 2,250.00 $4,750.00 Includes tie in, resurfacing and all pertinent items Very truly yours, {J hn Bebek B, BEK CO JB /mg . 1. Fi /etd:C -1497 BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC 177769 ED March 10, 1975 kip aSuNORr eegcyJ Mr. Steve Bucknam CALIF CITY OF NEWPORT BEACH 3300 Newport Blvd _. Newport Beach, Ca 92660 Re: Drawing D- 5078 -L Marguerite Ave Storm Drain Improvement Bayside Drive to Coast Highway PROPOSAL Catch Basin $2,500.00 45 LF 18" RCP 2000D @ $50.00 LF 2,250.00 $4,750.00 Includes tie in, resurfacing and all pertinent items Very truly yours, {J hn Bebek B, BEK CO JB /mg . 1. California Regional Water Quality Control Board Santa Ana Region 6833 Indiana Avenue Suite # 1 Riverside, Calif. Gentlemen: Enclosed please find two copies of shop drawings for the proposed dewatering system and desilting tank system to be incorporated into Project Contract No; 1497; Bayside Drive Street, Storm Drain, Sewer and Water improvements, Bayside Drive to Marguerite Ave., Newport Beach, Calif. The City of Newport Beach, Calif, is holder of the authorized issue of nessesary Permits from the Water Quality Control Board- and Orange County Sanitation Districts for the Project. GT:ss Enclosure Sino'ely, or, LP'ay7�br, Pres. NE RA DRILLING & DTJATERING CORP. RENTAL SALES AND SERVICES DEWATERING WELLS • WELL CASING • PUMP RENTAL - GENERAL DRILLING AND DEWATERING COR . t°1 PUMP SUPPLIERS AND CONTRACTORS 1777 NO. INDIANA STREET LOS ANGELES, CALIFORNIA 90063 ST'}E,OB: CA( -IP. AREA CODE 213 CONTfIkgT,OR LICENSE PHONE: 266-3117 No. 2'gV09 r� .s March 17, 1975 268 -3117 California Regional Water Quality Control Board Santa Ana Region 6833 Indiana Avenue Suite # 1 Riverside, Calif. Gentlemen: Enclosed please find two copies of shop drawings for the proposed dewatering system and desilting tank system to be incorporated into Project Contract No; 1497; Bayside Drive Street, Storm Drain, Sewer and Water improvements, Bayside Drive to Marguerite Ave., Newport Beach, Calif. The City of Newport Beach, Calif, is holder of the authorized issue of nessesary Permits from the Water Quality Control Board- and Orange County Sanitation Districts for the Project. GT:ss Enclosure Sino'ely, or, LP'ay7�br, Pres. NE RA DRILLING & DTJATERING CORP. RENTAL SALES AND SERVICES DEWATERING WELLS • WELL CASING • PUMP RENTAL i n �1 ,a ! i t 0 �f ; � =vlu i 1� "fit Yi �iii��'•�t, �x�dY ;�`kl. ::'. I�b .s .. .. k Ab tit C is tri G� 0 I 1 � i:� �I r: Yt s:� r ION a� i:� :'s. r TO: FILE (C -1497) FROM: Project Manager SUBJECT: PRE - CONSTRUCTION CONFERENCE FOR BAYSIDE DRIVE IMPROVEMENTS C- 1447 March 17, 1975 On Friday March 14, 1975, at 9:00 A.M., the subject conference was held in the City Hall Conference Room. Those in attendance were the following: 1. Jim Ellis Orange County Sanitation Districts 2. George J. Taylor General Drilling and Dewatering Corp. 3. John Bebek Bebek Company 4. Bill Hills Flood Control District 5. Fritz C. STeppat Simpson - Steppat 6. Gerald W. Johnson CNB - Inspector 7. Pete Kissich Bebek Company - Superintendent 8. Glen E. Welden CNB - Marine Dept. 9. Karen Cashen Pacific Telephone 10. Charley Roman Teleprompter CATV 11. Bob Green it " 12. Jim Frost CNB - Utilities Division 13. Wade Beyeler CNB - General Services Dept. 14. George Heck " " It " 15. Leon Kirsch So. California Edison Co. 16. David T. Fennell CNB - P.B. & R. Dept. 17. Phil Esser So. California Gas Co. 18. Dick Thorsen So. California Gas Co. 19. Lew Gluesing CNB - Traffic Division 20. Steve Bucknam CNB - Engineering Division 21. Pat Dunigan CNB - of " 22. John R. Cuervo Don Greek and Associates The major points brounght out during the meeting were as follows: 1. Utilities Division (Water) will work with Bebek on connections; just call. 2. General Services brought up trash trucks routes, paper collection, etc. Bebek will assist in picking up trash if properties are inaccessible by trucks. 3. Parks mentioned water service lines and valves in Begonia Park; they request lines be capped and they will replace. Parks will be notified when trees and shrubs along the storm drain alignment on Bayside Drive are to be removed. 4. Marine Department expressed its only concern was keeping sediments out of Bay. March 17, 1975 SUBJECT: PRE- CONSTRUCON CONFERENCE FOR BAYSIDE DRIVE ROVEMENTS Page 2 5. Fire and Police coordination will be handled by inspector. 6. Contractor will need power for dewatering equipment; he was reminded to obtain a permit from the Building Division. 7. Contractor plans to start work a week from Monday, March 24, 1975. B. Contractor brought in a construction schedule, water quality control plan, and a traffic control plan. 9, All the utility companies made a summary of potential trouble spots and assured the contractor of their cooperation in locat- ing their facilities at his requiest. 10. The contractor will be provided with a demolition permit for dumping at Bonita Canyon. 11. The City gave the contractor copies of permits from the Coastal Zone Commission, the Corps of Engineers, the Orange County Sanitation Districts, and CALTRANS for posting on the job. Stevie Bucknam Project Manager SB:jd SIMPSON - STEPPAT 5- CONSULTING CIVIL ENGINEERS To: C1, Y k)aJ4 Cattn] (, J'Fw,-- gL NEWPORT CENTER 359 San Miguel Orive, Suite 200 Newport Beach, California 92660 (7147 644 -0563 'TRANSMITTAL Date 3 — �3 Subject: ve_, C$" WAi-r u I � Remarks: Sent via Very truly yours, SIMPSON - STEPPAT Y%z C. CAL - March 13, 1975 Bebek Company 16706 Construction way East Irvine. CA 92705 Subject: Bayside Drive - streett +Place to Dmin.usewer and water Improvements B - ay C -1497 Gentlemen: Enclosed is your copy of the subject contract which has been executed by the City of Newport Beach as well as a copy for your Bonding Company- Please proceed as was discussed at the pre- c�struction conference. Very truly yours. C.S. Bucknam, Jr. Project Manager (SB:em Enc: 0 TO: Public Works Department FROM: City Clerk SUBJECT: Contract No. 1 497 Project Bayside Drive Stn Date March 12. 1975 and Water Attached is signed copy of subject contract for transmittal to the contractor Contractor: Bebek CoamanV Address: 16706 Construction Way East, Irvine, CA 92705 Amount: $ 388,680.50 Effective Date: 3 -10 -75 Resolution No. 8443 Laura Lagiof LL: dg Att. cc: Finance Department 0 C -1497 0 Mr. Ralph Paige "•- 117 Bayside Place ;; Corona del Mar, California 9261, !larch 12, 1975 Subject: Bayside Drive improvements from Bayside Place to Marguerite Avenue (C -1497) Dear Mr. Paige: This letter is to notify you that the subject construction project will include work on County Road, which runs adjacent to your property from Bayside Drive to the Bay. The work includes reconstruction of a 60" storm drain, installation of an underground sewage pump station, and roadway reconstruction. The storm drain alignment is directly under the growth of trees and shrubbery in the public right -of -way next to your property. The installation will necessitate removal of practically all this growth. The City Parks, Beaches and Recreation Department has arcade an inventory of the plant species in the area and has noted that several of the smaller plants can be transplanted and preserved for replanting. Attached is the list of plant species. Please arrange to have those plants you wish to save transplanted. The larger trees can be replaced in kind with 15- gallon specimens by the City, but you will be respons- ible for saving the smaller shrubs. Mr. Dave Fennell of our Parks, Beaches and Recreation Department and I will be happy to meet with you at your convenience to discuss this matter. If you have any questions or wish to meet with us, please feel free to call me at 673 -2110, extension 274. Very truly yours, C. C. Yiphen Bucknam Jr. Project Manager CSB:jd cc: Dave Fennell Att. C -i4a7 P.O. Box* E Monte, California 91734 — (213) 283 -9371 ."Vnepo n PIPE PRODUCTS GROUP SOUTHERN CALIFORNIA DIVISION To: Bebek Corporation Date: March 7, 1975 16706 Construction Way East Irvine, Ca. 92705 Subject: City of Newport Beach Bayside Drive Water Main Our F.O. 5 -7324 Attention: Mr. John Bebek Number of Copies: Description: 7 Sets Drawing 5 -7324; Sheets 500.0 -528.0 STATUS SENT FOR YOUR PLEASE NOTE 0 Preliminary I_J Approval O Revisions Revised O Comment O Additions OApproved O Use Omissions OReleased O Files Corrections Your attention is directed to the following checked notations: Return one print with approval. Manufacture is proceeding in accordance with these drawings. Return one print with approval or requested changes so manufacturing can start. Production schedule requires our receipt of approval by Design changes or approval delay will extend scheduled shipping date. ! The attached are sent as requested. REMARKS: The enclosed sheets, 500.0 to 528.4 are the shop details which will be used for fabrication, and are sent for your use. Please refer all inquiries concerning engineering to our MR. WAYNE ODA Copies to: Yours very truly, ce Supervising Designer L 1100.110A 110/701 c -14gI March.11, 1975 Tra Ms. Cynthia S. Tracy 2833 Sayside Drive Corona del Mar, California 92625 Subject: Bayside Drive Improvements from Sayside Place to Marguerite Avenue (C -1497) Dear Ms. Tracy: This letter is to notify you that the subject construction project will include work on County Road, which runs adjacent to your prop- erty between Sayside Drive and the Bay. The work includes recon- struction of a 60" storm drain, installation of an underground sewage pump station, and roadway reconstruction. During construc- tion, every effort will be made to protect the shrubbery adjacent to your fence. The work will start in approximately two weeks and will continue until July; however, most of the work adjacent to your property should be completed prior to that time. if you have any questions or would like me to meet you at the site to further uylain the project, please feel free to give me a call at 673 -2110, extension 274. Very truly yours, C. Stephen Sucknam Jr. Project Manager CSB:jd C- /5`17 0 • Narch 10. 1975 Mr. Herbert Riley 115 Bayside Place Corona del Mar. California 92625 Subject: "ids Drive Improvements from Bayside Place to Marguerite Avenue (C -1497) Dear Mr. Riley: This letter is to notify you that the subject caao trtution project will include work on County Road, which runs adjacent to your property from Bayside Drive to the Bay. The work in- cludes reconstruction of a 60" storm drain, installation of an underground sewage pump station, and roadway reconstruction. The storm drain alignment is directly under the growth of trees and shrubbery in the public right -of -way next to your property. The installation will necessitate removal of practically all this growth. The City Parks, Beaches and Recreation Department has made an inventory of the plant species in the area and has noted that several of the smaller plants can be transplanted and preserved for replanting. Attached is the list of plant species; please arrange to have those plants you wish to save transplanted. The larger trees can be replaced in kind with 15- gallon specimens by the City but you will be responsible for saving the smaller shrubs. Mr. Dave Fennell of our Parks, Beaches and Recreation Department and I will be happy to meet with you at your convenience to discuss this matter. If you he" any questions or wish to most with us please feel free to cell me at 673 -2110, extension 274. Very truly yours, C. Stephen Bucknam Jr. Project Manager CSB:hh cc: Dave Fennell L March S. TO: CITY AX*W%EY FROM: Public Works Department SUBJECT: BAYSIDE DRIVE A' ET, STORM DRAIN. SEWER AND WATER ,IMPROVEMENTS/- B PLACE TO MARGUERITE AVENUE (Contract No. 1497 Attached are four copies of the subject contract documents and the insurance certificates. Please have executed on behalf of the City; retain your copy and the insurance certificates and return the remaining copies to this department for distribution. Steve Bucknam SB:h Attachments 4ju CITY OF NEWPORT BEACH PARKS, BEACHES AND RECREATION DEPARTMENT 1714 W. BALBOA BLVD. NEWPORT BEACH, CAL60RNIA 82MO March 4, 1975 673.3180. TO: STEVE BUCKNAM, PUBLIC WORKS DEPT. FROM: Landscape Planner SUBJECT: INVENTORY OF QUANTITY AND SPECIES OF PLANT MATERIAL TO BE REMOVED AT BAYSIDE PLACE STREETEND AS A RESULT OF STORM DRAIN CONSTRUCTION (CONTRACT NO. 1497) SPECIES UAQ NTITY Myoporum l.aetum 6 Acacia latifolia 2 Ficus benjamina 1 Metrocideros tomentosa 1 Phormium tenax 5 Camelia japonica 3 Alsophila cooperi 2 Ficus elastica 1 Crassula argentea 3 Pittosporum tobira 2 Ligustrum texanum 2 Azalea indica 'species' 1 Cornyune stricta 1 Agapanthus africanus 5 Bulbs (misc.) ± 20 Misc. ground cover * Can be transplanted and preserved if so desired David T. Fennell DTF:h E CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard Simpson- Steppat To: Consulting Civil Engineers 359 San Miguel Drive, Suite 200 Newport Beach, CA 92660 ATTENTION: Mr. Fritz Steppat SUBJECT: Bayside Drive Improvements (C -1497) We are transmitting the following: C- 1447 E Date March 10, 1975 No. Copies Description 2 Shop Drawings for the 18" Transmission Main on Bayside Drive - (Line Layout) Remarks: Fritz: Please review and comment. CSB:hh Enc. By: .� Steve Bucknam Project Manager P. O. 80.9 E Monte, California 91734 – (213) 283.9371 .�111�1'O�H PIPE PRODUCTS GROUP SOUTHERN CALIFORNIA DIVISION To: Bebek Corporation Date: March 4, 1975 16706 Construction Way East Irvine, Ca. 92705 Subject: City of Newport Beach Bayside Drive Water Main Our F.O. 5 -7324 Attention: Mr._ John Bebek Number of Copies: Description: 7 Sets Drawing 5 -7324; Sheets 1.0 -7.0, 10.0, and 30.0 -41.0 STATUS OX Preliminary Revised Approved = Released SENT FOR YOUR XO Approval Comment use Files PLEASE NOTE Revisions Additions Omissions Your attention is directed to the following checked notations: L� Return one print with approval. L� Manufacture is proceeding in accordance with these drawings. X _ Return one print with approval or requested changes so manufacturing can start. �X..� Production schedule requires our receipt of approval by MARCH 21. 1975 - — Design changes or approval delay will extend scheduled shipping date. The attached are sent as requested. REMARKS: PLEASE SEE THE ATTACHED REMARKS. Please refer all inquiries concerning engineering to our MR. WAYNE ODA Copies to: I)DO-110A 110 70) Yours very truly, &I allace Supervising Designer Corrections � .1�I1le1'VIl POST OFFICE BOX 512, EL MONTE, CALIFORNIA 91739 Pipe Products Group Southern Califomia Division Telephone (213) 283 -9371 1. Enclosed are the General Notes, Joint Section Detail, and the proposed Line Layout for the subject project. We are sending you these drawings to be reviewed by the respective parties. We will forward you the pipe details for your use upon approval of line layout. 2. As per conversation with Mr. Fritz Steppat of Shuirman- Simpson, Consulting Engineers, curves with radii 400 feet and less shall be negotiated through the use of elbows. We have shown the horizontal de- flection points in our line lay, and would like to Q %� have your approval of its location, and freedom from conflicts with existing utilities. 3. We have assumed that elbow radii will be consistent with AWWA Standard C -208. 4. Please confirm the beginning of line condition and Q/C the length of Piece No. 1 on Sheet 30.0. 5. Outlets shown on line layout Sheets 35 and 38 at Stations 21 +77.12 and 13 +42.50 respectively, have ✓ been scaled from the specification drawings. Please verify their location. lease verify the end of line station and elevation. - 7. We are using AWWA Class "1' flanges for all flanged ends connecting to valves and existing pipes. Please confirm the use of these flanges as soon as possible. Wayne Oda /mw March 4, 1975 SE -S 5117- _ 00 4 j rl1'4*e .5A1. 5100'01 '?4 tJ5! ev. . Aq4 J a a l 00-t of exu*t rr� valve 57-4 3B +42, a Copies to: So. Ca Gas Co., Attn: Phil Esser So. Ca Edison Co., Attn: Leon Kirsch Teleprompter TV, Attn: Charlie Roman CONTRACT NOTICE To: Pacific Telephone Co "Ry_ 36714 -4 0 Newport Beach a CA 9Z"O motion: -Fame (;Unen Gentlemen: e -/497 THIRD AND FINAL NOTICE Date March 6, 1973 Contract No. 1497 A contract has been awarded 75M Camp any on Way East ne, for the improvement of: story Brain* sewer and rater , - S work to be performed: Street. eater drain, sewer Plan No. S- 50520S, 0- 5076 -S an ra r Completion date: July 1975 If your utilities are affected, please attend the ore -co ruction conference with the contractor and city representatives on: March 14 at 9:00 AN at City Hall Conference Roam 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, s bMa Buckram Project Engineer C-/4q7 March 5, 1975 County of Orange Flood Control District 400 Civic Center Drive West Santa Ana, CA 92700 Attention: &111 Hill Subject: Sayside Drive Storm Drain Improvements, C -1497 GOOP07 Gentlemen: Please attend a pro - construction meeting for the subject improvements to be held on Friday March 14, 1975 at 9.00 AM in the City Hall Conference Room, 3300 W. Newport Boulevard. The contract has been awarded to Bebek Company, 16706 Construction Way Ease, Irvine, CA 92704 (Tel. No. 540- 4922). If you have any questions regarding this matter please gime me a call at 673 -2110, extension 274. Very truly yours, Steve Sucknam Project Manager SB:em c -/4,17 • March 6, 1975 Bebek Company 16706 Construction Way East Irvine, CA 92704 Attention: John Bebek Subject: Pre- Construction Meeting for Bayside Drive Improvements, C -1497 Dear John: This is to confirm our discussion om March 3, 1975 during which we decided to hold a pre - construction meeting fot the subject project on Friday, March 14, 1975 at 9:00 AM. The meeting will be held in our new City Hall Conference Room at 3300 W. Newport Boulevard. If you have any questions regarding this matter please give no a call at 673 -2110, extension 274. Very truly yours, Steve Bucknam Project Manager SB:am e b� -= March 6, 1976 1. Sanitation Districts of Orange County P. 0. Box 5175 Fountain Valley, CA 92708 Attention: Mr. Jaears Wybenga Subject: Bayside Drive Street, Stone Drain, Sewers and Water Improvements R ide Pla" to Marguerite Avenue (C -1497 Gentlemen: The City has awarded & contract to Bebek Company of Irvine, California for the subject project. Please attend or send a representative to a pre - construction meeting on Friday, March 14, 1975 at 9:00 A.M. in the City Hall conference rcom, 3300 W. Newport Boulevard. If you have any questions concerning the project please give me a call at 673 -2110, extension 274. Very truly yours, C. Stephen Bucknam Jr. Project Manager CSB:hh 0 # C-/4 -9?7 March S. 1975 TO: General Services Department, Attention: We Beyeler Utilities Division, Attention: Tow Phillips Police Dapartment. Attention: Lt. Spears Fire Department, Attention: Chief Love P.B.6 R. Department, Attentions:, Cal Stewart Traffic Division, Attention: -01 Darnell Marine Safety Department, Attention: Glen Welder► Field Engineer, Pat Dunigan FROM: Public Works Departmmst - Cooperative Projects Section SUBJECT: Preconstruction Meeting for Bayside Drive Improvements from Baayslde Place to Marguerite Avenue (C -1497) Gentleman: A contract for the subject improvements has been awarded to Bebek Company, 16746 Construction Way East, Irvine. California 92704 (540 -4922. The estimated completion date for the project is July 1975. Please attend or send a representative to a preconstruction meeting to be held in the new City Hall conference room on March 14. 1975 at 9:00 A.M. If you have any questions regarding the project please give me a call on extension 274. Cleve Buc' am Project Manager SB:hh March 4, 1975 John Babek Co. 16706 Construction May East Irvine, California 92704 SubJect: Marguerite Avenue Storm Drain Improvement "ids Drive to Coast Highway Gentleman: Attached is a drawing (D- 5078 -L) which denotes a proposed improvement to construct a curb inlet and an 18" lateral storm drain in Marguerite Avenue. Please submit a proposal to construct the improvement. It is contemplated that the work will be handled separ- ately from your contract with the City for the Bayside Drive Improvements (C- 1497). If you have arty questions or need additional information please give me a call at 673 -2110, extension 274. �Very truly yours, C. Stephen Bucknam Jr. Project Manager CSB :hh Attachment C -/497 FA -7 Ly NYORO CONDUIT CORPORATION POST OFFICE BOX 939 • CORONA, CALIFORNIA 91720 • PHONE 714/735 -2420 TO: Bebek Co, 16706 Construction Way East Irvine, California 92704 ATTENTION: Mr. .John Bebek / C -1¢Y7 DATE: February 21, 1975 REFERENCE: City of Newport Beach, Bayside Dr. -St., Stm, Drn. Imprv. ENCLOSED ARE THE FOLLOWING DRAWINGS® AND /OR TRANSPARENCIES [3 WHICH ARE BEING FORWARDED IN ACCORDANCE WITH THE SPECIFICATIONS FOR PROCESSINGS, AS INDICATED BELOW: DRAWING NO. PRINTS TRANSMIT FOR APPROVAL REVISED PER APPROVED DRAWING INFO, & FILE PRELIMINARY ONLY FOR CONSTRUCTION APPROVED AS NOTED A- LOO -39 4 X REMARKS: JDR:ms 1 enc. VERY TRULY YOURS, q'D ject Coordinator TO: CITY ATTORNEY FROM: Public Works Department SUBJECT: BAYSIDE DRIVE - S'T'ItlW, STORM DRAIN. SEWER AND WATER IMPROVEMENTS - BAYSIIIACE TO MARGUERITE AVENUE (Contract No. 1497) Attached are tour copies of the subject contract documents and the Insurance certificates. Please check as to form and content and return to this department for further processing. Lave Bucknam Project Manager SB:h Attachments PU0, IC V,'C = ?A TMENY RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY , OF NEWPORT BEACH AWARDING A CONTRACT FOR STREET, STORM DRAIN, SEWER AND WATER IMPROVE- MENTS, BAYSIDE DRIVE FROM BAYSIDE PLACE TO MARGUERITE AVENUE, CONTRACT NO. 1497 WHEREAS, pursuant to the notice inviting bids for street, strom drain, sewer and water improvements, Bayside Drive from Bayside Place to Marguerite Avenue, in accordance with the plans and specifications heretofore adopted, bids were received on the 13th day of February, 1975, and publicly opened and declared; and WHEREAS, it appears that the lowest responsible bidder therefore is Bebek Company; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Newport Beach that the bid of Bebek Company for the work in the amount of $388,680.50 be accepted, and that the contract for the described work be awarded to said bidder; BE IT FURTHER RESOLVED that the Mayor and City Clerk are hereby authorized and directed to execute a contract in accordance with the specifications, bid and this award on behalf of the City of Newport Beach, and that the City Clerk be directed to furnish an executed copy to the successful bidder. ADOPTED this 24th ATTEST: City Clerk day of February , 1975. Mayor DDO /bc 2/21/75 �., 0 0 CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 February 26, 1975 Subject: Bayside Drive Improvements - Bayside Place to Marguerite Avenue (C -1497) Gentlemen: This letter is a notification of an upcoming construction project in your area. The subject improvements include storm drain reconstruction, water main replacement, sewer replacement, and street resurfacing, (an exhibit is attached showing the extent of the work). Construction will start in two to three weeks and will con- tinue until mid -July 1975. The work will necessitate the closure of Bayside Drive to through traffic for about 30 days during the construction period. During closures, access to your property will be maintained. The contractor for the project is John Bebek Company, 16706 Construction Way East, Irvine, California 92705, Phone 540 -4922. If you have any questions concerning this project or need assistance during construction please feel free to call me at 673 -2110, extension 274. Very truly yours, C. St phen Bucknam Jr. Project Manager CSB:hh Attachment t AWOMAr . r7omw cavrA p �'. rX NA SMS Crier mwriw ums �j a � 44„ TA Fv . U 11 IZM71h M-7"719 7 .� WN JummawAaw POOLJO y • �,, /AID. I CITY OF NEWPORT BEACH ORANGE COUNTY, CALIFORNIA PUBUC WOMB DEPNraf ff rr• a e��a w nn ' RFY/,7AF0 N�73 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ,BRYSIDE DRIVE IMPROVEMENTS .QAj'S /DE FL ACE TO MHRGUER /TE AVENUE /p. DRAWN J 0 • DATE ✓a" • 2, /979, APPROVED 1 PUBLIC WORKS DIRECTOR R.E. NO. - DRAWING NM ZfN /,B /T . ow". ... CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 February 26, 1975 Subject: Bayside Drive Improvements - Bayside Place to Marguerite Avenue (C -1497) Dear Resident: This letter is a notification of an upcoming construction project in your neighborhood. The subject improvements in- clude storm drain reconstruction, water main replacement, sewer replacement, and street resurfacing, (an exhibit is attached showing the extent of the work). Construction will start in two to three weeks and will con- tinue until mid -July 1975. The work will necessitate the closure of Bayside Drive to through traffic for about 30 days during the construction period. During closures, access to your property will be maintained. The contractor for the project is John Bebek Company, 16706 Construction Way East, Irvine, California 92705, Phone 540 -4922. If you have any questions concerning this project or need assistance during construction please feel free to call me at 673 -2110, extension 274. Very truly yours, C. Ste en Bucknam Jr. Project Manager CSB:hh Attachment Mow rf. iiQ G7.O L _ nwiva ca "Var alas C9C�C�C�C� ��� 1 • 3 - c C� .,rte:: OyDvU�OOfj���F3�% of AW CITY OF NEWPORT BEACH,,. ORANGE COUNTY, CALIFORNIA PUBLIC WORKS DEPA)CMI IT .4FVIlAEO ///73 CITY OF NEWPORT BEACH DRAWN s-- DATE ✓+i97* PUBLIC WORKS DEPARTMENT APPROVED ,GAYS /DE OR/VE /MPROVEMEMTS PUBLIC WORKS DIRECTOR .@AyS /DE .vL AGE TO MARGUER /T6 AVENUE R.E. NO. DRAWINA Nm.yF,yows /T :-.".4" ]i TO: CITY COUNCIL FROM: Public Works Department February 24, 1975 CITY COUNCIL AGENDA ITEM NO. H -2 (c) APPROVED BY CITY COUNCIL DATE 24 197 SUBJECT: STREET, STORM DRAIN, SEWER AND WATER IMPROVEMENTS BAYSIDE DRIVE FROM BAYSIDE PLACE TO MARGUERITE AVENUE (C -1497) RECOMMENDATION: Adopt a resolution awarding Contract No. 1497 to Bebek Company for $388,680.50, and authorizing the Mayor and the City Clerk to execute the contract. DISCUSSION: Five bids for Contract No. 1497 were received and opened in the office of the City Clerk at 10:00 A.M. on February 13, 1975. Bid results were as follows: Bidder Bid 1. Bebek Company, Irvine $388,680.50 2. G. W. Shore Construction Co., Whittier._ $396,537.50 3. ECCO Contractors Inc., Santa Ana $430,398.40 4. Savala Construction Co., Costa Mesa $450,330.03 5. R. J. and S. W. Shacklett Inc., Pomona $650,791.91 The low bid is 28.5% more than the engineer's estimate of $302,430. Bebek Company has performed similar work for the City and is highly qualified to do the job. The project provides for resurfacing of Bayside Drive from Bayside Place to Goldenrod Avenue; reconstruction of a storm drain system in Bayside Drive from Newport Bay to Goldenrod; replacement of a water transmission main in Bayside Drive from Bayside Place to Marguerite Avenue; reconstruction of a sewage pump station and miscellaneous sewer replacement. The increase in costs is due to inflation since the original esti- mate was prepared in spring 1974, and to the unusually difficult storm drain and sewer pump station work. The plans and specifications were prepared by the firm of Shuirman- Simpson (Simpson - Steppat), Consulting Civil Engineers. Council approved the plans and specifications and authorized the City Clerk to advertise for bids at their meeting of January 27, 1975. February 24, 1975 Subject: Street, Storm Drain, Sewer and Water Improvements Bayside Drive from Bayside Place to Marguerite Avenue (C -1497) Page 2 The storm drain portion of this work is being funded by the Orange County Flood Control District through its CEFCAC Program. The following is a breakdown of the project funding: Fund Amount a. City Gas Tax $ 19,213.00 - Street Improvements b. Orange County Flood Control District $197,701.00 - Storm Drain Improvements c. City - Sewer Funds $ 27,885.00 - Sewer Improvements d. City - Water Funds $143,881.50 - Water Improvements Total Project Cost $388,680.50 The follow ng budget amendments have been prepared for Council con- sideration if the contract is awarded: A. Install 18" water main in Bayside Drive from Bayside Place to Marguerite Avenue (50- 9297 -004) $12,000.00 B. Annual Sewer Pump Station Betterment Program (02- 5574 -013) $28,000.00 Total $40,000.00 Sufficient funds for the street and the storm drain work are included in the current appropriations, and sufficient unappropriated monies are avail- able to fund the proposed budget amendments. The estimated date of completion for the project is July 9, 1975. An exhibit is attached delineating the limits of the work. Special mention is made of the fact that the work in this contract will entail considerable incon- venience to nearby residents, and to motorists using Bayside Drive, particularly in the reach between Carnation Avenue and Bayside Place. The latter area will be closed to through traffic during a portion of the work. eph t in lic irector :jd °r;4� r'-" •��. � rx:+e '♦r J� �� L,. y , v.� of ��" •y`\����`.J -s.• �'tii\ �'f ,� Esc �_ f.,•.• � £/ �<+.-� \\ . '• 5 7DMW M ,va 00.x � MOW~ C44W i R V awn ��?I!1_� Y Y' U� l�l � 'J � `\ e'� `•, 11��I�A�M H!Y e�11: -- --� ---�' � ►ice - '+ �\ nip♦ �r .W, i I CITY OF NEWPORT BEACH. i ORANGE COUNTY, CAUF MIIA Fueuc rrowm DEpmnuNr CITY OF NEWPORT BEACH DRAWN s.4 -- DATE —A" aL19 PUBLIC WORKS DEPARTMENT APPROVED ,SAYS /DE DR/Ve /MPR0VEMEA7-5 Pubuc WORKS a R.E. NO. REC7O1t QAYS /4E PLACE TO MARGUERITE AVENUd DRAWFNO NM EX01.6 17 Fi lcc% C- / q7 • Z/2S /95.��J. CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 I<ebroary 2S* IM 673 -2110 I" Co. 16706 Comatrwtiea my East IM1M. COMMA 92706 SUBJECT: k01410 Orira • Street. Stec* Onia Serer. ad Mar Ia>rwaawrti byeida Place to 1rr)iaorita A"aw 16;5 at No. 1497] Gentlemen: The City Council awarded the subject contract to you on f4broW 249 1975 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 the 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 REQUIREMENTS MUST BE STRICTLY FOLLOWED: 1. The attached copies of the City's Certificate of Insurance are to be completed by your insurance company. Please note that this form is the only form acceptable to the City. 2. A signed certification by an authorized representative of the company carrying your Workmen's Compensation insurance must include the following statement: "I am aware of and will comply with Section 3700 of the Labor Code, requiring every employer to be insured against liability for Work- men's Compensation or to undertake self- insurance before commencing any of the work." 3. For any required bonds, the company issuing Bid Bonds, Labor and Mater- ial Bonds, and Faithful Performance Bonds must be an insurance company or surety company licensed by the State of California. The companies must also have a current General Policy Holders Rating of A or better; and a Financial Rating of at least AAA as per the latest edition of Best's Key Rating Guide (Property - Liability). Page Two The specifications require that all of the above documents be executed and returned to the Public Works Department, City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California 92660, within ten (10) days (not in- cluding Saturday, Sunday, and federal holidays) after they have been mailed to you. Very truly yours, an Buckman Jr. CSS:hh Enclosure cc: Insurance Company - loading 1 E. Garry Awaw. Sntto 212 Irvinal, California am i Also sent to: Savala Construction Compa+ Contractors Inc. c' J. & S. W. Shacklett, Inc. 0 -'ilebruary 25. 1976 G. W. Shore Construction Co. 14089 Nona Lane Whittier, CA 90602 Subject: Sayside Drive Street, Storm Drain, Serer, and Water Improvements - Bayside Place to Marguerite Avenue (Contract No. 1497) Gentlemen: This is to inform you that on February 24. 19759 City Council awarded the subject contract to Bebek Company of Irvine. who submitted the low bid of $388.680.50. 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 Manager SB:jd NOTICE OF PROPOSED IMPROVEMENTS CITY OF NEWPORT BEACH To: Southern California Gas Company P. 0. Box 3334 Anaheim, California 92803 Attn; Mr. Phil Esser Gentlemen: CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 i 673 -2110 FIRST NOTICE Date: December 31, 1974 The Public Works Department is scheduling the following improvements: Project Title: Bayside Drive Improvements-- Bayside Place to Marguerite Avenue Contract No. 1497 Plan No. R- 5235 -S, Tentative Bid Dates February 13, 1975 W- 5104 -S,- 5052 -S Work to be Performed: Street, storm drain, water, and sewer improvements. Please fill out the attached form and return one copy to this office by January 20, 1975. Your replies will be transmitted to prospective bidders and used in coordinating this project. Please be sure that the information is complete. c.. 1�-. k�_ RETURN ONE COPY TO: City of Newport Beach - Public Works 3300 W. Newport Boulevard Newport Beach, California 92660 Attn. (714) 6 3 -2110, Ext. 271 - phen Buc ham �t)o; Jr. Project _ Engineer Detach here---- - - - - -- --------------------- FIRST NOTICE REPLY FORM We the undersigned, 1. Have prior rights and wil l submit proof to your office within VEO 2. Do not have installations within the improvement area. W BBKa CNEWWO 3. Have installations that will definitely not require relocatio 1mark them on request. 4. Have facilities that will definitely be affected. F (a) The following work is contemplated:rACH, (b) Estimated working days required for construction (c) Construction can start on -- 5. Our work will require coordination with the contractor (explain fully)(�b �t)o; �,4 . a No cam. ? ,e' .y rt�''.A r i r �••Jx'x�. JIJ�n�/y��\p/ ���, . 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P ♦r'f of �v ' +i �) 5 '' ��,U J£ T' —.. �d ti, G 1�. � `1 \�; ••, 111 , off; h• .'�• ci "'` n :ye 1` ' ' '.. `}� ♦. a\ /dy + - I A :, t o __�_- --.-rte �_ Y �4��11 I 11 x _ a � a f1Nf _ •y >} ^�/0, of ..P�; •' y � Y � � � .� � _ , / I i tS rv. y I DATE • SIIBJECT: &J5 /W, DYL TO: From: COUNTY SANITATION DISTRICTS CF ORANGE COUNTY Telephone: Post Office Box 3127 540 -2910 Fountain Valley, California 92703 962 -2411 The following items are transmitted herewith ( ) under separate cover via No. o Copies Drawing, Number i Description request ( ) For your action ( ) For your approval ( ) Revise a Resubmit ( ) For your review ( ) Approved t , ) For your , ( ) The above are submitted: ( ) At your request ( ) For your action ( ) For your approval ( ) Revise a Resubmit ( ) For your review ( ) Approved ( ) For your information ( ) Not acceptable and /or files General Remarks:P'2ZE-AS6- ADD /31,0.S. 2 1Sk� Ifj0656 %/t✓�sr�dTdd.AJ �d 7.[/� ��/?�- L�D,+�57'TZ,c+G7"!G� A��FE'22`!Vl° -� �rL Forward Copies to: Z2 2, a A ry-N A "7 T x A -T (v L) Z u C 7 Of bu �E NO'aN*3ti :V,, 3'11308cl 93S c j I I I I I hll t NO rag i1 37&", pv 54 lop fAg;' AZ V. Al 3 7rd 'US X X4171 3114OSci 33S A3'13 91 =L9 sv 100'sl=z) %v'qNF I UU-Tvj Yl "S.7,Vlsvg H:uv-? YS /X3 NO3SN „1. 3113osd 33S 2ANA WIVAlf .4 4Q ul -I H"s 0 3A \ s �rii r E v � \ V W .. afL ��• .1 a42 • �, t v�M„M•LFt �,'� ap1 Nom t3daa- • L ,r .,Q F � �•b . � rri Saga e� � o ci N0I.LVNadJ • ,OY r .... _ ._ � '�4 .i � .. ...4., .,. }.�F- i,•�I���.•.,;:... .�r�fl.•.�'�.... �.rea'.= �- ,d..�..: -B:;m�as. ?_ e CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MW RECORD OF ORAL INFORMATION FR 0M:S% / /yy/ 1�D,S� IN PP.RSON 1 1 FIRM TEL. XZ�� JELCON I' I Nn_ IIwT 1 Herr P.W,. DIRECTOR_ A,S57. P.,We D :R. UTIL!TY SOFT, ^- TRA'F ?C. EMGR. ASST.. !11)' c:NGR. SUED IV. ENGR, DESIGN ENGR. CO - ^,P: PROJ. ENGR, FIELD ENGR. SECRETARY TO; 574eve FIRM: 002'J,- QjCCIS TEL. SUBJECT:��d� .�riv Gf/R�� /J�Iq /� FILE: C - 14q% DATE: 11,3017S OUTLINE OF INFORMATION /RECEIVED IyI GIVEN I— L/ ,.-ii Gi/iG�7` C®ve-1 ovI 7%e e-x/,5 7� �o 7 veki7le. 164, S/,feW 7;�g7L p /e a�ci�y licr /s / /(/' / -,/V /7' oT C, , v T/��� �vtl / «7` b`� `f% 7' vliliFP Gic o� �ss Gf1YCi/ �/D ��l /�q vie- ui/ So . Co /Gam, ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY °C« IN N0. BLOCK. DATE DUE Ya kill _"3_+4 .4 «•q w "- ,. mli'_"EA�^�v:.',":'*' –rF'x_ �- _- _ 1rL ''° k .., 0 TO: CITY COUNCIL FROM: Public Works Department 40 January 27, 1975 CITY COUNCIL AGENDA ITEM NO. H -9 SUBJECT: STREET, STORM DRAIN, SEWER AND WATER IMPROVEMENTS - BAYSIDE DRIVE FROM BAYSIDE PLACE TO MARGUERITE AVENUE (C -1497) APPROVED BY CITY COUNCIL RECOMMENDATIONS: DATE JAN 2 71975 1. Approve the plans and specifications. 2. Authorize the City Clerk to advertise for bids for Contract No. 1497 to be opened on Thursday, February 13, 1975 at 10:00 A.M. DISCUSSION: This project provides for resurfacing of Bayside Drive from Bayside Place to Goldenrod Avenue; reconstruction of a storm drain system in Bayside Drive from Newport Bay to Goldenrod Avenue; replacement of a water transmission main in Bayside Drive from Bayside Place to Marguerite Avenue; reconstruction of a sewage pump station and miscellaneous sewerage replacement. The plans and specifications were prepared by the firm of Shuirman- Simpson (Simpson- Steppat), Consulting Civil Engineers. Council approved the preliminary plans for this project on August 13, 1973, and approved modifica- tions to the street widening improvements on May 13, 1974. All required permits have been obtained for this project. The storm drain portion of this work is being funded by the Orange County Flood Control District through its CEFCAC Program. The estimated cost for the combined project is $298,300. The following is a breakdown of project funding: Fund Amount a. City Gas Tax $ 19,480 - Street Improvements b. Orange County Flood Control District 136,860 - Storm Drain Improvements c. City - Sewer Funds 13,650 - Sewer Improvements d. City - Water Fund - }38,390 - Water Improvements Total Project Cost $298-9300:.. G2, 32 January 27, 1975 Subject: Street, Bayside (C -1497) Page 2 0 10 Storm Drain, Sewer and Water Improvements - Drive from Bayside Place to Marguerite Avenue The proposed work to reconstruct an underground pump house and con- nection sewerage is not in this year's budget; however, the storm drain construc- tion in old County Road adjacent to the existing pump station will allow this needed replacement to be constructed under this project with a substantial sav- ings in cost. City forces will purchase and install the pumps and control equipment. Also included in the sewer work is the proposed construction of a sewer main to replace a deteriorated cast iron main which is in a slope prone to frequent erosion problems. A budget amendment, based on actual unit bid prices, will be submitted at the time the project is recommended for award. Suf- ficient funds are available in this year's budget for the other items of work. An exhibit is attached delineating the limits of the project. oseph T vlin blic Wo Director :jd Att. o� b dn '3AV S 181 f I 3Atl c I� 3 110113H 1 I A d7cV-Ao .D&, av ,,A a h 3 U Q F- z mw �aa O W a° W of Z3 LL U Om � a A Lai QO w ►+ r— N wa =3 CD N cr a 0 2 F` o� 4 FF i ~ W Q � W^ 0� C w o Y o0 0) +N N M o dd U) cn r = LLJ > L a �o a w 0 U � U � J� �y y =moo a —m > Qo a �3 a. F- x C9 Wh �i4 h NZb n '3AV S 181 f I 3Atl c I� 3 110113H 1 I A d7cV-Ao .D&, av ,,A a h 3 U Q F- z mw �aa O W a° W of Z3 LL U Om � a A Lai QO w ►+ r— N wa =3 CD N cr a 0 2 F` o� 4 FF i ~ W Q � W^ 0� C w o Y o0 0) +N N M o dd U) cn O V I'- Q O J L a N w M � vi m J� �y y =moo -,a 3als3de N If J Wh �i4 h NZb January 28, 1975 Newport -Mesa Unified School DisVict Office of the Superintendent 1601 16th Street Newport Beach, California 92660 Subject: Bayside Drive Street, Storm Drain, Water, and Sewer Improvements-- Bayside Place to Marguerite Avenue (C -1497) Gentlemen: This letter is to notify you that the City will be constructing the subject improvements commencing in mid -March 1975 with contract com- pletion in July 1975. Bdyside Drive westerly of Carnation Avenue will be closed to thru traffic for a 30 -day period during construc- tion. A subsequent notice will be mailed to you when the closure time is known. Attached is a map delineating the limits of the project. Please contact me at 673 -2110, extension 274, if you have any ques- tions regarding this matter. Very truly yours, C. Stephen Bucknam Jr. Project Manager SB:jd Att. PROJECT NAME UN /J /W- 16r�,.r TV fIAGNA/ /G,fl/ RESIDENT ENGINEER (INSPECTOR) U // G9 / //1�i�CJI�� CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ OUTSIDE AGE NANCEQ SUB'DQ PERMITS AGENCY CiT✓ SAMPLE FROM LIMITS OF SAMPLE (FOR USE (N) LOCA. 01 SOURCE 'ANUF oR /9r�Z / Ow.t. <TURCR \ LOCATION /� (� DATE SAMPLED � 41 - /�� 8Y TITLE - - - - - - - - - -- -- -- - - -- - - - - - - - - - - - - - - - - - - - - - - COMPRESSION TEST COUNTY OF ORANGE *TST SOURCE SAMPL ROAD DEPT. OPOTENTIAL AFTER AWARD OF CONTRACT Material Testing Section o. CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. MATERIALS ACTUALLY ENTERING INTO WORKS P. C. C. CONT. No o. (W.O. oR v.o. NO.oR ANFPI O SPECIAL TESTS CIGSS;A SILO: - FED. ND. !• �s DATE RECEIVED Ze IF CONTRACT, USE CONTRACT ITEM �J^ /C' DATE REPORTED 6 - 6 " 7✓ PROJECT NAME UN /J /W- 16r�,.r TV fIAGNA/ /G,fl/ RESIDENT ENGINEER (INSPECTOR) U // G9 / //1�i�CJI�� CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ OUTSIDE AGE NANCEQ SUB'DQ PERMITS AGENCY CiT✓ SAMPLE FROM LIMITS OF SAMPLE (FOR USE (N) LOCA. 01 SOURCE 'ANUF oR /9r�Z / Ow.t. <TURCR \ LOCATION /� (� DATE SAMPLED � 41 - /�� 8Y TITLE - - - - - - - - - -- -- -- - - -- - - - - - - - - - - - - - - - - - - - - - - COMPRESSION TEST PENET. IF SLUMP SACKS CEMENT m MEN MOM Im --mm�■�������e�� ZMmmm MINUMNLwAmejaAm PER Cly, RESIDENT ENGINEER (CITY ENGR.) ► 1161�A6.2 ® BILLING WILL BE MADE AT END OF MONTH e BY w MAT ERIA I'S ENGINEER CONCRETE III MIX DESIGN United States Post Office 406 Orchid Avenue Corona del Mar, California 5262 0 January 28, 1975 Subject: Bayside Drive Improvements Bayside Place to Marguerite AvNwe (C -1497) C -1497 Gentleman: This letter is to notify you the City will be constructing the subject improvements commencing Tii`eid -March 1975 with contract com- pletion in July 1975. The work involves street resurfacing, storm drain reconstruction, water main replacement, and sewer reconstruc- tion. Access to property abutting the project will be maintained throughout the project, except for brief periods during paving operations. Attached is a map indicating the project limits. If you have any questions regarding this matter, please give me a call at 673 -2110, extension. 274. Very truly yours, C. Stephen Bucknem Jr. Project Manager SB:jd Att. to Sanitation Districts of Dra Awnty 10844 Ellis Avenue Fountain Valley, California 92M Attention: Mr. James Wybenga E.] January 28, 1975 Subject: Bayside Drive Improvements Bayside Place to Marguerite Avenue (C -1497) Gentlemen; This letter is to notify you that the City will open bids on February 13, 1975 for the subject improvements. The City received a groundwater discharge Permit (No. 00005) from the Districts on February 20, 1974. Attached are a set of project plans and a copy of the special provisions. Please contact me at 673 -2110, extension 274, if you have any questions regarding this matter. Very truly yours, C. Stephen Bucknam Jr. Project Manager CSB:jd Att. g _ C -r4g7 Also sent to: Southern Cal. Gas Co.; Phil Esser Teleprompter TV; Charly Roman Southern Cal. Edison Co.; Leon Kirsch January 27, 1975 BID NOTICE SECOND NOTICE To: Pacific Telephone Company 3471 Via Lido, 5uite ZIJ Mew port Beach, CA 9Z5bU Attn: '1r. Al Kellum Gentlemen: Bids will be opened on February 13, 1975 for: Project Title: Bayside Drive Improvements -- Bayside Place to Marguerite Avenue Contract No. 1497 Plan Nos R5235S, W5104S, D5076S S S Work to be Performed: Street reconstruction and resurfacing, storm drain reconstruction, water main replacement, sewer reconstruction. 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, roj-Sett Engineer CITY AE',JPORT BEACH - PUBLIC WORKS ATMENT MEMO TO: 4'I'Ali rites �iai/s /G y' - %d 3r, r'/Ji / /i/vs Date . t-/O Y. 47 1'2P76- FROM: Grr» ✓may? �rr�:a Zii= : 'e 1 t/S/: VJ4, SUBJECT:_,- c— si�i�+ �i+ir� /�+soro ✓ee�� >3 Copies .To: 0-1497 E PUT IT IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS CITY OF NEWPORT BEACH - PUBLIC UORKS DEPARTMENT MEMO TO: cAera( ,-ryr «s -A ryq : 1Vado nxue/er Date Ikol. 27 ' FRO M:erera�i✓t�P SUBJECT: ✓ac.��U'e trine /yiaor,+dY��r+e>i�S ,,� Jy ✓ = �.1 6 `) zlt - Oct 74 7Z" iT rli d' . Sri) :re 71 an Copies To: 0—/4q7 PUT IT IN WRITING WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS CITY AiEWPOP,T BEACH - PUBLIC 5!OP.KS DATMENT MEMO TO: l it ��. SAeAr 3 FROM: 17 e -V - , <7-e - ?e J L�Ci'Y'i;t?yy� SUBJECT:�U V ' he V Date _,��s� .?7, /9 -7.5 I_ FA Copies To:C -; 4q7 gned PUT IT IN WRITING . . . . . . WRITTEiN MESSAGES SAVE TIME AND AVOID ERRORS CITY OF NEWPORT BEACH - PUBLIC `!ORKS DEPARTMENT MEi "O TO: FROM: e,-�r-e%' /a�tJCsi^74 7/J SUBJECT: T Date �j�. �' �97✓z r 13, !:^4i_�,:i /f:Ci � ,+7 'r ✓9 i�'`� ..�t : .;_�):��; = ...y",' -,_ j_c . ".' ��•�f ? . Conies To: PUT IT IN WRITING . . . . . . 'WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS CITY 41EUPORT BEACH - PUBLIC 1IORKS D TMENT MEMO TO: �c .°iJc�..(,'v9�! -• �' Si' .�r/ Date .,Ian 27, 197,5' FROM:g��yr >q— Sr�is�e�o'�clyr! lJr.�JYl3 /D� 5 �r T{i® SJ�i: ��7`'�i-oi�cf GrJ.�7t!� ..Se�IY /CCS /5'l � t ve o grt" a �-e,:q l p-e 46ets7 epAl l o .v r d /475 Conies To: C -1447 PUT IT IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS T0: ,rte Teo 74 Cd, FROM: SUBJE CITY. OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO - Z4P a Date fiG 2�r �.- it r 6V/11 c =r al F� b . /', / 775. Copies To: Sig e .,PUT IT IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS CITY 4fNEWPOP.T BEACH - PJBLIC WORKS D RTMENT MEMO T0: Date e74 0475` FROM: SUBJECT: a /.3. /`7 Copies to: �, r� Signed PUT IT IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID. ERRORS CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEf40 T0: FROM:�h�s9z� SUBJECT: Date ?7, 147%5- � y.i ,' n�:r f3.t� � .,' ?:.;.Cj; �y sYi ,'.*J? ./°- '9. �:`. .�✓r'_.i Copies to 4417 7 PUT I.T IN WRITING . . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS �f�I/C �v�(CilQ7yf -/C,�� ✓,� P2OJe� —..: _� /vGR'. kz1c y'JN fZ, r /G Q tis C .L, fZ� �T w, Co w EH a. 46t- C N, ►� ��-7 • • BAYSIDE DRIVE C -1497 DESIGN DATA Index Catch Basin hydrology Catch Basin Size Storm Drain Hydraulic Calculations Catch Basin Hydraulics Catch Basin at Marguerite Ave., Structural Calculations Sewer Lift Station, Structural Calculations Sewer Lift Station, Sewerage Estimate Concrete Block Retaining Wall, Structural Calculations Appendix Catch Basin Hydrology Map January 1975 E-XT�4 Sheet No. 1 - 3 4 - 7 8 - 12 13 14 - 16 17 - 22 23 24 SIMPSON - STEPPAT s A - NEWPORT CENTER 3'52 Sin M11u11 nave. S,nce 200 CONSULTING CIVIL ENGINEERS NEbvpOIL Beach, CEIlfo,r ,, 22660 I � cv r m >- J U J w U w w F U U 0 �v c> G . 'O - U G U � m "O A a. d .a ti q x N w Z N � J U Q Z � U w w CE � r � d 2 O 0. U) i iiW�i ■ ■� i Qtz m a� Cv w m, a �dW U U w J w i- U U � : 0 4- o. o � U d, \ Q o M �o A_ v v a 0 A W z o N C� U J 0, Z Fa - LL.I w Z) Ld -.)Or O LLI = a c U> m 11 HIIIIIIIIIIIIIIIIII MINIIIIIIIIIIIIIIII MININIIIIIIIENEIIII MINIIIIIIIIIIIIIIII --MINIMEMEMINIMEMINE Ion <i r m oCL) W � O ' J Ld U U � J U! 1- i � c� e� U) r„ F� J A CS o o ^L e i W 0 U � � U !J L• J W LJJ �O L uN1■ ■II�INI smile sommillooll I u • 0 D vti �a +a� �Ja, l' N So 2 r,., (J d araJar. e, Ave.., Eas S', e, � A re.e` vsa �- C H/ of": V T 141 q4�. 4 /Lgrkspw- Avfi N. W. l C.�. Ex,sf, s'C,a. CAr,e-;I 1.2 < Awe G �4r7`S,OJf 1'1� 0.6 C,'a . Q. I.I13 e�8 Strwi store, = 0,03 (= 3.1 - 3.¢ 1,H ,1 5 NG. aaSw;we, Are. S.W. C#V.. ' C. R. Q • 11.0 ch S' {,.- SIPr` z 0.03r �A;sf. C.R. L -tip COT 4attj = If &� 2 ` C12S) 01?I Use, C.P. L: S Q /r' /L I, /l 5ej o, k. "im Ote, C,k, h S' N Lt: S' dt 0.40 Q. 1 -4 cf S SJI+ p totie{;� h, osE oru. i 7� W1sF 0.%. /Lgrkspw- Avfi N. W. l C.�. Ex,sf, s'C,a. CAr,e-;I 1.2 < Awe G �4r7`S,OJf 1'1� 0.6 C,'a . Q. I.I13 e�8 Strwi store, = 0,03 (= 3.1 - 3.¢ 1,H ,1 5 NG. aaSw;we, Are. S.W. C#V.. ' C. R. Q • 11.0 ch S' {,.- SIPr` z 0.03r �A;sf. C.R. L -tip COT 4attj = If &� 2 ` C12S) 01?I Use, C.P. L: S Q /r' /L I, /l 5ej o, k. "im Ote, C,k, h S' N Lt: S' dt 0.40 laf. 5 Jgs�;w� A,& Q• I•t A,- Sir�dt slopo - 0,03E Q/s "L- S.s d�r�c,. 0,zz✓` Exixt. Io G.B. Tr S +�vc.. IJ.c. C,13. A F M rtrCy (Q= J•GC.� R 5.4 cf% cfrwf 310104 B.O2.(p Q /S'�t�s 33.� Oit1+1� : (x.3¢1 Calo4a fy 3.s L(, �lcW fa� - ►.z V �h • _QHe. l� ,ar, Ave, IF. C. Q= 2.0 e,j sfrwt slore. 0.07. (a Q �- z 12.4. ai5o�4_ 0.2-1' L -I' CA r&%e -1 2.3 e, Ma Flow 6� SIris Ate. "IC" . . Q:. Z•S L� SJKyJ'(,.A.. µ,y,Ti �y,� •� �l�w b� �,{. I,qL� L= 4.4 Neltn- Er•�e_ }}VL, lJ.t. C��. Ijr-uL ,1 Q„ s4t -eft sl•re_ L=? f argea'41 2,0ah 0.9ah flaw L� He)i•�royt Avd . N.W C,3, Ar- tit�� (Q= J•GC.� Tft -ce� glord.. . 0.073 Q /s'rL p J L: lo' Calo4a fy 3.s L(, �lcW fa� - ►.z V �h • _QHe. l� ,ar, Ave, IF. C. 2.v sfre.i sloe F 0.0136 Q /5�� 2y 0%f4. 0.34 dyk 0,38' zU' Cars{ 11,9 cf1 o. k. u �,. Ave-, N.6. CIS. s�,, Ca+.,,i �,, AT-es- 1 Q= 3.3 c� "nfrerf slorer x 0.070 a/s'L d�.fr = 0. z-S rx� >�. C. ?�. L• z8' G�a�a11 g.2 � o. k.. CAe-.'t4.'d'y Aw— k'W'. C.g. V ". Q: 4.6 Sfra sloYL s O;ol(o ( P/ - t 11 d�r,t� 0.31 i �x1st. C.V3. 1 =3;' �if,gc;�y 11.0 r: N�l,o Ito e` Ave.. S.w, C,A. 41 R4�s�1s_ AKA. "E " (� • 12.'1 GI3 s}r�t dyf - 0, 01 z Q #A- i I16 00,14. 0. SO � Gx,'SI. C,f7. L` 7,2,' W109t,'i� k• (low L FEMitq Ayc, J. 310t(r e4 IJ9P,Ae, AfA-'.F., z (p.(e L�( gtrett SloYv = 0.042 Q /S' /+- tx,st. C.13. L: lo' Car4e;14 S,o ifs Flow l,� _ (o�F' 4 Y (� 3.o + I. to _ 4, (0 e�s si�eaf sl oY` = o. 012_ QA 4't., �i�r$4 x E7, 3g use. C.R. : L =."7 �ra�;% _ �h 0.G f' /.4 1DcM,'a. Ave,. S. U1. CIS, sk �� s;eCc� Area. X t,., • Q> 3.b .+ o.6 • 4,2 sirufslor` . 0.009 a 44 dyi4� 0.40 Ex st. C,g, L= II' Grau�� S.S 0.k. oh Cgrhg {id�n Aveil , %, C, C,i3, Q+, �a�io� Af-c� UZ R • l • 8 4d + 1.2 c �, O dyk 0,38' zU' Cars{ 11,9 cf1 o. k. u �,. Ave-, N.6. CIS. s�,, Ca+.,,i �,, AT-es- 1 Q= 3.3 c� "nfrerf slorer x 0.070 a/s'L d�.fr = 0. z-S rx� >�. C. ?�. L• z8' G�a�a11 g.2 � o. k.. CAe-.'t4.'d'y Aw— k'W'. C.g. V ". Q: 4.6 Sfra sloYL s O;ol(o ( P/ - t 11 d�r,t� 0.31 i �x1st. C.V3. 1 =3;' �if,gc;�y 11.0 r: u W] A N yff Y J VA 1' r n^Sl.�� Ex.-St. . C.3. i.< loo CA�44 T s 4.0 Ray�gd� �ir }vi E, 4 Cq tiJ Roil A�+A K -3 sirac f Sloye, s Ski% S 13A�s;dc� Vr�y� S�orr, �ra�h Cl�a Goo Pol �►�; r:, C.S. �•rvu+ +,e-al low to rstoaA -" a4ot dowhsf,*"»" Q, = 32o Qi. 4So Q3 + 130 d, = 4.so dy. 5.00 �i : 4.o D, 2169 97.4 = 4.9 7-70 Q� At . 1,90 A2 = 19,6 5' A3 : 17.Mb " 19.r, (32,Z) h, + h, u-.) e + � � + D, - IDL Al + AZ`> Z. - + C0.9s 42,60 - 4,9S) r9,GZI19.61 9.°+(122) 12,57 (32z) = 3z1 + 3% — Zo 33g M2c is Sw.aller No H�drq� /;G £P =fh / J \ P Z 1 A1� A, �. A3 ( - �z, (4A t Asl s 6289 — z / 3SFi AL %z 4.$o 19.40 -11 - S4 r�z, - 4.4o' 4.70 19, IV -IC,y -m,f, 4,40 Is.g -.13.b - 2S 4.yo 18.3 - l0."1 -14. J P.. SLR . =? Yro }ale. .0656 �+IORMAL DEPTH s 2.6 FT CRITICAL DEPTH = 4.41 FT ENTER INITIAL STATION,ELEVATION AND DEPTH? 689.63,35.89,4.41 FLOW IS SUPERCRITICAL DEPTH WILL DECREASE STATION ELEVATION DEPTH VELOCITY TOTAL ENERGY 689.63 35.89 4.41 20.22 46.65 NEXT STATION? 600 600 30.01 3.22 26.31 43.99 NEXT STATION? 500 500 23.45 2.91 29.46 39.84 NEXT STATION ?. 400 400 16.89 2.77 31.19 34977 *NEXT STATION? 300 300 10.33 2.7 32.17 29.11 NEXT STATION? 277.19 277.19 8.83 2.69 32.33 27.75 NEXT STATION? ij ENTER G. .,AMETER AND N? 450,5,.013 PIPE SLOPE =? .0355 NORMAL DEPTH = 3.77 FT CRITICAL DEPTH = 4.93 FT ENTER INITIAL STATION,ELEVATION AND DEPTH? 262.69,8.33,4.4 FLOW IS SUPERCRITICAL DEPTH WILL DECREASE STATION ELEVATION 262.69 8.33 NEXT STATION? 200 200 6.1 NEXT STATION? 100 100 2.55 NEXT STATION? 0 0 -1 NEXT STATION? -1 2400, NORMAL EXIT FROM PROG. CRUS: 0.962 BYE CRU USAGE s 0.988 CONN UNITSs 0010 OFF AT 20607 EDT* 01/17/74. OOXXLH -HMVG" DEPTH VELOCITY E.G. 4.4 24.59 22912 4.22 25.45 20.39 4.05 26.42 17.45 3995 27.05 14.32 "o 0 PROJEC 20-"IPE i;KIVL CALCV!.A7.c1m Z' - C00 P07 LIN F • CHE CKED BY DATE 1 -4 -74- S4. II jd R CALCULATIONS HL H.G. (z, , 54 3zo colirol Yo, :V%+ dowtiStfeA. eAd if clew f wo— 4.4 IMVYI of 55.51- Hax 40-TI20:3 k,;4.4( V. E� r l(o, 4.15 kT x Q.I . Ake T 0. 1 0 ...2 —lisp oluc I I lio 43.70 13 47- 0154 3.17 10 "`0.33. . 3 3 12+65,63 (oo" 3LO V 52.83 4.13 ;M11 �ps:l C Tq7Z q qvo 11-17 (c0" 3.0 17M 10 13" so to a M -7 A- t 1 � iii \V�J.+Vi , ✓a75, G rlvt •C.1LCULAic..i LINE �G °O POD CHECKED BY L L "?v DATE I -4 -74 V112 rA:iOti flS Q CALCULATIO/r•NS HL XG X%l • i 0.{ ry : i. ^a:' 130 V 13, o.•' (d I. I / 13.88 i,Ls'15,5� a'1 +o4.i91 � 12.57 Y Sf •��?° -� �'. 0,0082 i in3ro :. .I �� - 150 (p,00•n2� '- 1,23 1,2�, r 1 +5o 4s 17,0 rs . r I. LoS ;16.76 j 6 I..* ,G4+, 13 C4-F�G Peas ;., N�dra,,l;cs� ' Cf,(cr Fc,s, � _'���;;� a�� �.�. cog +;o,. I +gig, Q•3.(,� H• ha;.., L.,L = t 8.60 n V4.ICmL (eaaj = 10.70' L • /S j3a -;dam �r;vc� S�. 5 �,'0 2t 64.19 Q_ 4-t F.L. 44"r c 2i. 33 ^•t4X, W.S, il, C.N. Y4, 83 1� 7�^ Rg�sl.ier yr of, TD, 6ol.41 (0 v • H.G. ��.yy, 4o.Zg FL. G41 .r = 50.00 h4X Av�;l4l,la tiwo� r q21 � . ($" CF►,tice.%.r (n,p� o,�, i At :oE— tip U. y,G, ha,•, L;kL = 48,30 Fe4v;�4 4 0.21 rtsjv;res� 1, t D, z l HAX, ctva�l4�,lc, �a4a( c S,S3 � IS" Ca., "....%.r- r �aL o,%, r•ee�v�r -c� I, _ 0.2{ Lv 3al df, Rrve- ZD, s +4T ;0�, 50.40 57.50 aoal(ahic Re-lot 6.90 L- 64 1 43(0.00 a. 64 Mt. i, C.P. $7,7oo re4v; -,w"f (,r 0.6' ,. p;Pc— o. k. t7�h ti �C. Ih-i vC 4 ni,-[ f y flRreVbn +tom �Vfi 11 • a —� —yam ^/� FF I '_ LK�et, CJ's/ • af. Ii I I Ptw C. 4 Sk }.. ►4- Um Loa� a T-V Flab I po;.,t L44 4 V+L � � cp p"; hy,,,( f�.4s) 6 Co .4 E= 4� ao4 S = 4+�o,0G S,6�)1= 4.SZs IL v = 3.54 k +o 4•Sz Lo .4 l•t� �tzo) � I 141' lcof S4, 1 IS ;lnlO ttGj;rn, I t 3�Sgo Cq.32) + 241 (IT) lr� Sins As c L32bl use.% 4n tai 1.44 Vte. $tt (ra. tiµvsG_ �a�;ca.� Loar( Bti �,st. wadi Dl 12.33 X 9.33 X i2 X�ISo�) fi' �2.31� %q.33� �141> LL 0 �oaA /L.pi 64,04O/go • I, tool 's l(,nl /ql. c lb psi oak . 0 !/ e�4 .I • 0 IZAT ItP ° !lz a!e kA 0 N A �lAnl �� &4' 4� (OS 8° �I �lAnl �� &4' 4� (OS 8° r] 0 /�qfc: f2 -10 -73 Sw. 13So• 896• 13vD a, �ru� (II.a4 x Iz- R 9.S —� lo•6i x lo•S x f3� 454- Cl Ff UlG'SL } r� e�rvr lwL = 474 e- X 150 # /c• - 6e, loo ll1u��4 . d:srlacj HLO : 13» x 4 +d` 86l400 # 16, Soo i1s� =•F. J� I•S o�ei+�. = VJ4Sfl k- IwJDyr„� ^I VNi� Wrnt�t �'1- L'o�� a ros �. 2'1�%Sb�52o M /�t''' L ti3 �f'�' p'�- '�Otr rtRw'raoi Arad 4�7vc,Twt. 4ti/ri1Y !� S'Iwr.'��K, a 4� (,r�- S3/44a I•IOI •foe r-lV;�-C4 rlIA�tl. �,oaot :. 34�v*atao{ Sa..o� I c fG : Isso Pa; is* G.F•? k= 23r, Ca a� fS 2o, ovo ps: (\Gr~+de.. 4o> +D �G NAN'r wdl bi(( 6e- dws' LOI ',to Z iC'e'b., I,a'Slf►� � +a(c�ll( 9( ufa+,4., L.�d c 9 >< 6> I` I + r 1110 t 820 7,0;1 W. 56C f-, I .4'17 h --7j 7.0 12.6i� t 13L m r N 47 3 (0)uj +7 v — 1! Qi2o 73c• + �p•b s dcr k I = (6) 3 /1z.c7 = 404 Ss•s t (oh 4'de c y w n�y 2 �StS, (12.0 -j) Z c 7 bz I -1t` IoM (+ F9� = st3s(12.G7�i� — "%,oa9 41 6so i-do (+ h) zLJ"��(11.14)i Sa — %, oBS = -2,315 %ix — lft x1 t 3]06 n — 70$9 585'+ �. >< Iz.c7 4 0 0 549.} st44, (- h) � AL,4r hr r - 291.Shz + 3311ri -7987 ho.ss 1—i, z3(� AS u } � •b � 0• bit ckf-. I I 71 oS`)1 —t '71vel -a tl.3y i Q: ;,iil (Z. t,sil 8" LOO OA. W— 4 % LJ 5 t/4-n L9+{ Soul + As It 2.32 - 0.2S 1.44 (6.1) ��f -•f �- ( —As) 0.- - t92.Sx'` +2317x —141 S,�rwgIts Vppr Esc d 4 6s all C."N4 s VS` � S G- -7 /Z. uca. S @ 1e'0 4 4.s' da,'S�, �r4� 242.5 usc� 293 F,E,h. �4 -,f t 243 ( I,.IY)' 3, 140 �� 4 f t.h. - 3,551 1 -0. o t 4; etf— (-� H) - [Z13 ( 12.G1� s " ] — ?SSI — 2/ 3241 1 ` %1X a — l4to.i z'— fi I�BGSX — 3,551 0 0 • 146SA:' +1661X-3551 A� 3,0 1,44 (G•S� 0 14V[,c,S� Use. 44 e, 1%t tee_ * � 9 0" +z S�laf : I.Ib 0.12 a„ VSO 4 4 1S , 1.44 6•S� As ZL AS=.i(- A'. .. ii F3O fi qg 3.4& Q. 1; to use. As 2.82: O.2S to �4e 1,44 (7) �T. T4+. 20 US& � 01 0=.. 41410 4 10" d. 71, # S 10" AS .27 # 5 G, 16" AS .. L, '„11c,'�(.} a� �1r��IwR.. (,SIoD'� � � g(�10 11.34�X 12.6 � = 143,6 �'{•t" Ga �0O -1/14 ;.6, Ni - 47+ x/ L ucG 47c, !; o 4 CL,.t CFO.., zrt ,, / 1:24.,.f Spa , w,:ddle, si�:�O +M D.os7 4�S) Cu.3y�L = 3,4a1 + —ia At CA — h 0.038 4-7f) 3t)"A' t)37 �— Loaf Spey=, �.cddlc. sty �, Q t h • 0.090 (or) (11, ay)1 H- At - h : 0.011 (470. F3O fi qg 3.4& Q. 1; to use. As 2.82: O.2S to �4e 1,44 (7) �T. T4+. 20 US& � 01 0=.. 41410 4 10" d. 71, # S 10" AS .27 # 5 G, 16" AS .. L, 0 T-141, 2I 'MJ4r �1l.� (.�y'rii1V�.Oj �Inlo uEt�,si►,, ��r up1 `.f Coco! n 27,40 /q8 S724 AS _314 = 0.03 CH.i��,�G.i �•�3 �M SIa�O �i��lo�� 1.44(-7) 1 SAO 0,7 q- 8 FYS-310 0 1.44 L;) W,, we 41 r>00ya.,t FsrcN k5t i+ 4 S'+IltliMc„ um 4 /z` fuit, 1146 ba use.. $, + 51d;a ?"ec" li 1,160 #A Ff Is4Ls S5p IL- x I.o x lSp' �W54 4 PLIaPlAc sQ H,,o = _ U.6 k 11 % 6y = TPLA s +J: • D:l. loo # d- 3 " °,230 �' 5,100 � 14,180 13t 614 x 11: 2eo ( 11,34 z� . 5) 2IS t -l� Ar 1106 ot. 3.? s141- 0, &• ��.... "A" 1.4 + I ' x U* = 48o '7.7 4" • 1,44 (c.S� fo"t t4,A4 4oyY gG4y o ' L , 2 >(0 r +s - I'.' I.zs uc� 3 — + If Slab r ON L44 (( s) o,�. DL + L.L. 54 +. 2'L Zeoo R I+ Ay • • pv SIw - s., cstl %AfCA 50 'Dtvd. U 11 x 3.s x too I rot 3(0 a i vw, 2 — 40 try, 23 17,Soo ar4 x i�F. 3 = 52)Soogr� 0 rU�w s CODE? ir4. ?Y21t Q QQ® JOB NUMBER? 6224 TERMINAL 4 PORT 18 TIME: 16:08 EST, DATE: 12/31/73, OFF AT 01:00 EST. THIS SYSTEM WILL GO OFF THE AIR AT 1800 EST TONIGHT. NEW M OK 10 4.*- 5*.5*1 *1*110*36*i*8 *10 *1500*- 4,300,3,3,165* - 857*- 333*2*18000 F_XE STEPPAT NO SUCH NAME EXE STEP SK INPUT DATA FOLLOWS HEIGHT TOE DIST HEELDIST HORSLOPE VERSLOPE 4.000 0500 -500 1.000 1.000 EARTH WT- FLUIDPRESS T -H CONST STEMTHICK F00TTHICK 110.000 36.000 14000 8.000 10.000 SOILPRESS FRICT F. PASS.RES STEMCLEAR FOOTCLEAR 1500.000 .400 300.000 3.000 3.000 K- FACTOR J- FACTOR FRACTION C.OR SK, MAX.S.STRESS 165.000 -857 .333 2.000 180000000 • BLOCK WALL H M SIZE AS /BLOCK FM V 0 384.0 8000 -08 98.19 5.44 .67 222.2 8.00 .04 56.82 3.78 1.33 113.8 8.00 .02 29.09 2.42 2.00 48.0 8.00 .01 12.27 1.36 2.67 14.2 8.00 .00 3.64 .60 3.33 1.8 8.00 .00 .45 415 4.00 0 8.00 0 0 0 A B T2 W D P1 P2 -50 1.83 8.00 3.00 1.00 1351.0 4.3 FOOTING DESIGN HEEL AS= -.12 PERIMETER= -58 SHEAR= 10.1 TOE A$= -01 PERIMETER= -.44 SHEAR= -7.7 T3= 10.00 KEY= .77 FT. TRY NEW HEIGHT? IF NO TYPE 0 AND C/R ?0 " "D OF JOB C -1497 See Contract File for the Bayside Drive Catch Basin Hydrology Diagram 41 PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. COUNTY OF ORANGE ROAD DEPARTMENT %S '' MATERIAL TESTING SECTION *EST NO. C— A 7rjV Tnle� ACTUALLY ENTERING INTO)WC KS. R EI LA t...Y E C 0 M,P A C T I O N a MATE- RIAAL"ttEE PROJECT $RYS1OE- CARAg*T['oAo RESIDENT ENGINEER (INSPECTOR) **A% IV SEND REPORT TO: CONSTRUCTION PERMITS DATE 5 - -7!0 -7 S" TESTED BY_ DENSITY STD. COUNT- AGENCY SHEET NO / CONT. NO., W.O., P.O., AHFP_�� DATE REPORTED of SUBDIVISION I I OUTSIDE AGENCY MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE CALIF Yd /. 4 T LAB NO. C. t7p REQUIRED RC SO 95 AREA REJECTED ACCEPTED DENSITY SITE A STREET - - - - - -_ MATERIAL STATION DIST. FROM rL ELEVATION Th PROBE DEPTH Y• O• .7 //.a& /o%.$0 S. s'o /oll • So AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC SO 95 AREA REJECTED ACCEPTED DENSITY COUNT - - - - - -_ O• .7 //.a& /o%.$0 S. s'o /oll • So AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC SO 95 AREA REJECTED ACCEPTED r ' O• .7 //.a& /o%.$0 S. s'o /oll • So AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC SO 95 AREA REJECTED ACCEPTED 0 END OF MONTH BILLING RESIDENT ENGINEER (CITY ENGR) BY MATII�RlAl.g ENGINEER F- 1151 -126.2 - A - ..... -.._. Rf l TIYE COMPACTION .(Na Hourly I Job Time I Idle , e� y/ 6Y- tE i REMARKS: - $; Hourly I Job Time I Idle , e� y/ 6Y- tE i r, .._ .. co '°16706 :CONSTRUCTIOMWAY -.E. . TRVINE,7CA ?92705 '.STATE IIC.4177769 our Job No. � / // NAME VY 'ts 422 'i cd' ).0 19C 7 _...__ ��'� 'YKC�'[tK'Q:EPO�T ,. ';Customeds:OrdehMO_ -Date .. 19.-1— -' ;fir I _LAR0,R "Occupation +, ':'.NAME Hourly `Hourly Rate 'Total - Hours : J06 -Time 'Quantity =COnt; '.Additional J DO f : EQl1FPM`.ENT `.Unit No, rc i' '.DESCR'I'P.TION +$ ^Hourly', ' Rate Job: Time Idle Time 'aRapairt Time- ' .Lease; =Blank Description of Cont. "Additional - / i I `.y v IOU :REMARKS: �/'''�%F ... �r,..s . ♦' s;4i- " A9 .+Rdr"' 'y" i:3rc'.' 99+✓ %i.$i' #�".#'J�+�4 e as#.7 'T° CC a, a.i, ,�,'..'J .. Si > I herab 'ark nowlagge that the ebove� addui one Ywdrk wes_performed. " i . 2;/. :SEREK;' =4Q• i . By '� v ^FDFIEMAN SUFERINTENIJANT / J J` BEBEK COO DAILY WORK REPORT `= 56706 CONSTRUCTION WAY E. IRVINE, CA 93705 i STATE LIC. 9777769 / s 4; Our Job No. Customer's Order No. Date NAME LABOR Occupation NAME Hourly - Total Job Time MATERIAL' Quantity„ Cont. Additional Rata Hours EEVI, EQUIPMENT Unit No. ' DESCRIPTION Hourly Rata Job Time Idle Time Repair Time Leave Blank Description of Repairs: Cont. Additional J J` EQUIPMENT Unit No. ' DESCRIPTION Hourly Rata Job Time Idle Time Repair Time Leave Blank Description of Repairs: Cont. Additional =y z 7 m V1 en REMARKS: %%° /r .& +'tfy�Y .E� �J�. �+g'i L,7'6` /r C-� ,6�iTf .C•�•+F�� ri'iY r^B ✓l �s" "r. +"' #ate � a .dasr �. VA 0* lbol JF .'"a Iheraby eeknowled exhat the above ^'• 'adtl rcional wows perfor - .;<. .BEBEK CO - Y'L�CLf�r�Gi X. % FOREMAN — SUPERINTENDANT say -3s"/ • 714- pr�141vtl P.^4e ex*,jee 7e.0• e,+fs) 194sle P Arrve. �orot�t�st.�4- /4471. I t • Sri VAVA t!:j of Exfrx Gvorfc Cls -jo Owis - ..�uKe 2, 14175 CLenw,ri b� debeie — 29 914 if&t. l+emS !d-Z-Z) CIr*41 + -+o-- wai-e-r M414A Not be(wo iv. -r-,t 0 � (iasat cam. $o�H�+ar•y �sw�.�- clwiu.. /al� 5 /zl /7s Amf Far,�eo, �o /yl cy Z3, .7f,007 �So e 4- �S�ruc fure5 73,aBQ� - .OS..tF►.�.d Memi /2, /3� 14�iB 2.5, �' 18�9Gb` �.��rox �� Cl�r+.,e.✓ iN Exf�s 0a` s� /o A(eorG vni7"GvriCeS � '4o�b • J — .' -... ':%�4yscd�Ar✓er��OtQe��rzent� _le_- t49z.�. A / /ec✓46 /e Exiras 0 • • Me"i o,z°WOrk /) � ✓runty C'oniYO /Emir Z� �`Onc. /�»� {• ,Pe +naves/ D4fe �„ ,�uesfee✓ Ap,,/ 7, 1973- 1 /5Z4� -° ,,Oey/ 7, /47S 3 euv/erisy A.rwn Apr, / 7, IV75' 4)P �ha /e - /B "HsOMua Apr, / 9, /97S 57) /8 "4 U 5-4 w4liru+1 WPi, /2/, 1975 4 >1,7Yel ~,Xo Aw ZZ, 1175 It 147 8)ASww S7" Rep Apr,/ Z8, lf7S q� Ti7.cks �s Ausnp Apr, ! ,79 /475 - /,0) .Pe�w'e /BlKM.N37PCP yprv/ 30, /975- / /0,Pe~ve 'J7'*RVKAV'iv„H, Ao a / 1975 See 4 Our lLrkl Z, /9 95 See OAe4- -pD4-w i $ Co "RCP AV /G /97.5 /6) 4B &rre /ct Co / /wr /Ne�,�/. 17, 197S Bey /4 1,?75 /sa/.vIA4v/,v /,v leem /may rg /425 A�.�wti ,&rf,/rsrn11' Z, /475 ZOl.S9M .Srwu creo -.E .✓,.vn.� �ylAy ZZ ,`i1S 2 /(,��I�MO KNr1� ✓7/ �i�%AFV.J � /� %ice "' ' See $ ✓� c3 $ /¢7 4Z � 446 00 � 883 ae � 2847g/ $ 2,48 8s /Z/z z= 767'3 2Q53 Zo $2301 32 $ /SGl9-L4 4N71 u 4 8ZZ%°- ,xzgu� S 0 .9 / /aw46 /c Ro.n�+r�Es $G96 � ,Clrr Giepf st.,Qstq I �`pvered- P14 "-s It 147 =c 5•P,P�q /8/ 4L 38 — S.SpersS- 4pp.�t 4132 Sme A*rtfvj 004 S /495 9/ See 4 Our lLrkl $ 693 See OAe4- -pD4-w ,see Z32ek„ p 4q44-! $ 99.�t 3 See &eA-o o 4PA- 3 UP See.& A-,,o ClvAk- /8/ 4L SerBx+E�P L&-f� 7Z5 8¢ SeeA*ek- Orfri /¢SG zL 5ee4e1rVV aAA i $ — See . ekz))o 04 Ste "' ' See 11 • 0 i /,+A" OMf /tf M4aa l)FIrofrorl. 3/ioor3 per /ss.3o"xs �vi5 �l/avr7` 1 I Lw fo r `Cro /- /wearer ,/otkkw,ae,er G'i -wad //4Gorwr - iia� /r Trrie% y. D. -,�.er /- Cl+wt Oroarw /ir / - rowek Ti we k Cai9 37.65 (3) (/5.84) = 47.58 (3) =4Z" (3) (Z /.52) =6¢•54, nIC4 / tzzo & e rro"vwr 5I (55.60) = /6sao Tofa/ 0144 7,o-&l 411w4oa6 /e asf = S 39,3 -t� (ias) = b413.r`1 u� /oH s90 Alen 7 Ears/wo // /2e+no ✓4 / l4 Z4 ge 4 -LS' 7 S ) Allow No fntr e 44r 4-2-+-75- Csi.,+ /w /s/K saN.2`araw !r/ vvG R / /ow G Ors 74- Rawr/ra/ orl 4-15 -75 14e?(swI Exfrw WO, /c) /w 6or: Z- / Lore!1`S - ielvors / -moemm apwra%r / - Gont aoar» {sr / -d�/er 2 - Tr..rk Drrver! a�Trrit rES / — S ✓�risf 7llnc4rH 7t E990fAl' H1+'1 74 14 i� ruses Trvck,y a ,Qvrutrs. Casts Lq�iar Eyr„Psnln t i (�.jrs) (lzss) = 7S3O (lo)OO�Z✓`'G'') _ /so . 0 d l 6) liZo e) = 72.12 �6 J (,,S•OO) _ ,330.00 7-V Ao ((�) ew ZZ) =85,5Z (61 Cz�•sz) =1292 Tale/ WKwAle Co I' = .0137 -7eg 2e S�brxFro�n 3 -3.2.2 S+ri• Speed. �y �'Arr�d arl+s7/ �trw /y us rira on «� c.�rE- .ar � /�rd/r r�r Qjse�, • • /fs�ri 8 - PtM+vvt 57 "R!P /Utwr EdAAen Yvft sAwors ,aer EX IT4 Gunk RrPv✓f , / - CiR Ht O�otrr�Y Z - n vc k ,OrIVCrs a Trvtkg Cosfs Za(dr �$)(Z•SS)= GZ•7S ls) owe = ao -to -i• /o (,r) /va.6S Tolfaj _ G49•Zo ,Ere,, o -»+emi 74 /VCrwae / (p..+PrllYOr Z %Yu�/c5 a ,Ori utYS Toll 44 2So Tfi/ cuan = .E' iasl. �o ear UNPCrwyrf _ Zo �las� 70) = SZOif 2.R'u'{sci 84134Ct as) 43 7rvck Acv fs Oe--V lh,r,oy Ex4rq Week (2 wt Lolsor &- l.. 74 ,York /%r /v!q a 7I -✓rfr / TY,e•k Cas7` T �/ = IZ /•5-2 4,&74 &?11~ d/e COwA e4,w«/d also ARf.0 4 6e WWAW 14014 46'- n . I • �i�oars SOH Ex*a H•brk (1t�Or'r' i E '4r iwr Z- / +dor<rs /-Oiler Z- Trvek OriwrsawA %-ueks / - Jr ✓PLren�hJS7�I�! T 1 Trwc k, 4o pv«jm o ee +v". Ertupsr c»7' �wa < Z Tioek s oN -s to / 7*aak -Av a✓vavv. Casfs Gador Edtip Vol etrI C/ZSS)= 75.36 6 CtZ•ozl= �2•tZ — (6) ss —) _ 330 'cod 6 C /¢•ZZ)= G t!ZO /3) = /ZO.76 Tofu/ _ /OG it 66Zf-5?- = /Z9.tZ ,�edcfin��n CMP �irdi!_(_�)CioGq�) _ �Zf2 g- 6C.z1•SZ3= /Z9 /Z �Z) Czt•SZ) = j ( /�CZ /•52). 2/� st /� / /occa6✓ <= SBS /�s�t.os) _ $8� � Tarb/ 75-1,44 j NOie: ta.• t. Iee~,.w/ 0//~o 61e si ree iiea•/iµ S�J6v/infsw /ly veriew/ j •�rIM �G3s^ T /IY..�?OU/H OH P/419- �J i !Ay /I . <i.+i✓t /p'Gv.M.9'.f7'/1['P. �/2 "/�l. C:.0&i o•� Pb[w�, 2<irs t4t7 Exfrot litlrr/e .E'ePort' /— er4rll / -Oiler %k Ai ✓as 9'4 Trwcics Cos +'1 4*40r (z) OZSS) = zs-/o L) Ct2 oz) = 2q.o 4 ZS-44 �Z) Czt•SZ) = 43.04 23Sr'9' Et vttn�.vw� To14/= 345 ca %la✓ucha� i► CMPCred�r �(s4f',YZo)= 3t¢£`- 326 = 1f 11 u • U /fr•,.+ /2 - iQe,srOVL i?9 `G /P / t" P c. c• ,2e++� ! .$dd / PN EJC•�I -st GWr/E �jgpr i' 40PIW P- 5-cm k Drivers ge TiueA- s ! - .5010004 isy Aerrlwol f CoJi3 La(nar (i� Gz•ss) = rz•ss (s{) ( rtot) = 48.08 (t) (cs• e� = is e� �) C14• Z?-) = 56.88 C4) (w"Y) = 80.52 (4) CZ /•sz) = 8c,08 Cr) CZrst) = Zr -57- 47/, Z8 • pv� �Ir(M• L-TrveRs as. s,fe, E user, r+.o f Tdfil /7Z -0Z C• /•OS) /g /. 4� - 16,were f8 "C //° - V-/w ves %fe ¢houi3 !oq ex-lea work Repor+- Gg4ar 1 '-co -4,qe OPera{av /-O. /er Z- TrvuE 40../"rj a TrwuEs !- S490 e er+r<cyda•+f Cos -/3 4-46er C4TCiLS'S) ' ;O.ZD (s{) ( rtot) = 48.08 (4) (S.ag) = G3.44- �) C14• Z?-) = 56.88 C4) (w"Y) = 80.52 (4) CZ /•sz) = 8c,08 f4) (Z /•SZ) = 86.08 47/, Z8 Equ�os,ve+r7� / (11Crwn r Z-7-k-ock5 v. Safe E��p«sarr7� .411~ Me = t 6-vi•Ze0 -45) 4 • • 0 • { i /�esn /¢ - �ryprt 60 "RCP 7P+ e Sirs . 2- lw.dsrtrs O�osr4 7esr ! - rant Ojoero fir !- D.ley 2- 7--w1c pi,ve.cr ae- Trutkl 4 2�u,P »"0471 1-6-,rove / - /aro %Aoe / -e �,70or� 2 - rov,;- s -arv�a C°o 6 �s) �t2ss � � �S F�u�o�•�,e(� � .�) _ (27.5 (s) eezoz) ��o.la �-- E•aorr �5)(SS' °)= 275•Gd (5)(r2o2�c�j. /D 93•75- (15--S 6) =79. (s) C/5.85) = 7g 2S 7e �zd, /= /ZL4'- CS)(/4•ZZ)= 9 /•t0,OedeeAwn 7r CntP CeoWll?`= 20)(A ' = 2,24.94 (3) 6v T2) =1azaa QedveArA, Zr Akvmw" Twewk =(/e) xo) 47 (S) 6U.5Z) =/07.66 6-7712 LZ4 (s) -- 7zB•4S - /f'"row 6d ",QG'/' 7.He. (9lrsJ Lwdo e' Z' L.od•rCVs / - ./kk//,var,sr<rporr4idr / -/6src D/oer..�or /- CrwH�¢ d/oerw%r Z - lTrr.Y/c Qr &^,5 .rig 1� Tugs Co 17L5 Zwbor (9) lizoz) _ /ag rg itg,t9 /gJ li4 ez : 113.76 �T) ewsZ ) =14 2/4.44 (9) CZl.S2) = KGB W4.44 1329/B 49v /1o"1e"T4 /- /reeJ /� fits /- G.,/errgssar �/wt/cl�.nm�r Z - Thc/ts 4r.�fi�e 469 ai/parsc'r17� 4f0 `Q(e46, ",c) 14-4 42 794•oe io►/ - JZIZ3= Afll ll^, XI Care Ciri/f =(.Zoylztz9;° =.W z 41/114in �v/t*o,.,wTr..v+t- GioJluz3 �= 71L �- zz • Net g11.4Awlo1,- DC-hA give AP XrleV2 / „ <rrar t�f % 6rrrf 4.�sso. /�Cxr 17 - 10"swvt M'law A r /mrn, a- Go "/1Cro �� Z.irs-r,//V "Cca/u /�a-� - /lrf .i / /w��. /r i'srG,7�.r�/srs L3.ssrKrsirr�le.G•t3. 4hr,1 7'ar 4401,sy Ae l% 40 -AlB /Lbf !7 //e w,�/e .��U�Q -ho av* � also J , 174&`!8 - Awp-e 48 "Cli*j<ov /11oin Zhrs - /8" G.hr4cf �.r - �f� / /i�w.r�/ .rs ..•�r� . G/ clowe 1v f //N .,env OO6� elX tv" r•Lrrlc Rrwll- /ir- /6 N4.tvl* /j'*,, m iso7 ci / /OSwAep � * w.�ov& . './ Ilevi /hr q / /r.. /e rSk,,.,r roc, EXfra , k 4r&,,4 A+r ! ;fir/eq /MTw.ta�i/H LJ/S 77 Labs (/) &I-537) = /z,ss <i) ozoz) z /z oz C�) �ZISZ) = 2/•S L 6G•zz ,dM�o PPAWf 7 /ril= 84.97 ( /off) tROByLz- Item Z/ - / ® "Gdaft / lei.► 4~4vr/ 14.-- rB "a*fa, / O", 45 4olovG lle- n /7 Z2- _ / ® "GUrfti. /Wwj ,Gow✓ol 1hv, - /0 *4" 4f Alm /n - moe q / /aw6 /s os 410 ve. A.K+M Work • /.I GrterslC� Esw.li.� //, Z..PGo AOe' ~ +/ In hed .3.i $tsrva� �r osr .Qoys�dc.�t391 =°� i Sl3 ue) /9a /os�e!'�' Siefea y f4&ww qv Mar" t,.,4!/oaa+v� .f/ar�.y3.o� 1/erfrer/ �/�ttl�I6�lf C.ibw S. 3 .,QyG/ifar /reof �"' e 4•�l /% ��,Iles�e �Yur+�e oY1 Sd+w� No •fcs ji re pipe la jed a,4 pat �eK FS +G da Fe dvr�Kr1 ex F+-a wo vk i period • Poi+ CCJJ 2) vjk^+ a wt p- 1en4 was ac4vaf(4 used Ao per3eol-uA exf-✓a ctar/c✓ (3) Do rA+ess 4ov v egtp�KevL+ mr -lude opera%rs okvd oilers • IM BeJeek should fiCw*ve -,no -hoed us (p '� exjs 4eiAee� I L. lieu a, CLAP Qs SOen 'S 17- WAS o//SCOV°rCt=r/ e d11y . G)Cur % /emu) d+�lyy Yor ae�/ �a/or � P�Pu�orrrerlf C/b/r�Cr PKfrG aJQYI�✓ ?) 77-wk5 Qredt sfie...We -A elPRe..AOVa /U1•b 4k-. W is csW w &,0whrde X41 W'waive Nbiv 12arAoAt w6� (. precksely ako, � buff of w�.t -�t Skeu�VV Su%J�sn�/G�lt� CO ✓YGC�• � ✓/ l/ i Addy fioPAW/ /r i Uu i) LbS RePar{srIcer/Ger Aa �i Z) lo✓OA7 IwAwerJ 70/ &�O-vwH/ L✓LG! slOf SUI07ii /'f'IY�Ct/ /fit Y �t ,rpeu/J 4vi1y -Ole /otr Sc,l. Slef 3 3. Z.Z eel } ^1 T° BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN - - - - CRANE RENTAL CONTRACTOR 18708 CONSTRUCTION WAY EAST SANTA ANA. C p2C7n03r PHONE 540-49228g gAlC STATE CONTRACTORS LIC / 177789 T 40 L'Y 'rY Ii j d C1T y 4A.Y z,. � 75 ?CRF OF CITY OF !E; PORT 3EAC;H 3300 NEWPORT BLVD' tiEl.;?ORT BEACH, C 4LIFORNIA r R�. EXT;, ;n- .�nK .CGNTRACT C -1447 APRIL 5 HRS. 28, 1975 -- DREA;C EXISTI;sG 57:° RCP UNDER EDISON VOLT AiND -HAUL 70- DU,,-.P LABOR 693.78 EQUIPMENT 1.655.07 $2,348.85 ✓ APRIL 29, 1975 4 LOADS CONCRETE TO DUMP — 1 HR PER LOAD / EQUIPMENT 98.94 hr)J APRIL 307 1975 ), r TS,ib aft 6 HRS — 28" IA /M AND EXISTING 57" RCP — 1 TRUCK — 4 LOADS BROKEN CONCRETE AND 5711 RCP LABOR 797.85 EQUIPMEdT 1100-9.94 1,807.79 MAY 1, 1975 3. HRS REMOVE .12" PCC — 5711 RCP AND 1811 CIP ';;lM' — 6 LOADS OF ° CONCRETE TO DUi'1P LA30R 485:63 EQUIPMENT 727 OG — T 5,x212.71 ✓ MAY 27 1475 2 HRS. — REMOVE 1211 PCC A;iD 13)" CI '.1 /i1 — 4 LOADS TO Dill LADO 277.51 EQUIPMENT 429.62 707.13. ✓� .. 16706 CONSTRUCTION WAY 'EAST SANTA ANA. CALIF. 92705, PHONE 540 -4922 i STATE CONTRACTORS LIC it 177769 CITY OF NEWPORT BEACH EXTRA WORK - CONTRACT C -1497 PAGE -2- . MAY 5, 1975 4 HRS - REMOVE 18" "CIP W/M -WORK. AROUND UNKNOSIN 8 :' STEEL LINE 13 TUNNEL & CUT IN T.S. & M/H DIG AND LOOK FOR EXIST 10:1 CIP LABOR 525.92 EQUIPMENT 1,117.01 ayS xWA $1,,6.42�.93�. ^� MAY 15, 1975 4� 155 / 5 HRS - .BREAK OUT EXISTING 60" RCP AND CLAM - R 1 LABOR 7.88.88 EQUIPMENT 1,264.82 /5 MAY 16, 1975 9 HRS - REMOVE E BREAK 60" RCP & HAUL JO DUMP i LABOR 1,111.71. EQUIPMENT 11855.85 2, 303.:32 MAY y , (SATURDAY) 43" - 51 BARREL LAR ` LABOR J MA T 1,092..50 MAY 19, 1975 0/ 7 2 HRS - REMOVED 60' OF 16" CIP MATER MAIN -. 4 LOADS 'T.0 .� l / DUMP LABOR 277.5.1 EQUIPMENT 793,75 '4AY 20, 1975 2 HRS - REMOVED EXISTING 18" CIP WATER'HAIN / LA30R 276.43 V EQUiPNENT546.27 822.70 _..,.. p .,.. , . . N`i. �':. >`.'�`� £.r*. �_ .. .y: ice,•. ..eav�'Y7vvs '� b^s ... i BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN .1 CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY 'EAST SANTA ANA. CALIF. 92705, PHONE 540 -4922 i STATE CONTRACTORS LIC it 177769 CITY OF NEWPORT BEACH EXTRA WORK - CONTRACT C -1497 PAGE -2- . MAY 5, 1975 4 HRS - REMOVE 18" "CIP W/M -WORK. AROUND UNKNOSIN 8 :' STEEL LINE 13 TUNNEL & CUT IN T.S. & M/H DIG AND LOOK FOR EXIST 10:1 CIP LABOR 525.92 EQUIPMENT 1,117.01 ayS xWA $1,,6.42�.93�. ^� MAY 15, 1975 4� 155 / 5 HRS - .BREAK OUT EXISTING 60" RCP AND CLAM - R 1 LABOR 7.88.88 EQUIPMENT 1,264.82 /5 MAY 16, 1975 9 HRS - REMOVE E BREAK 60" RCP & HAUL JO DUMP i LABOR 1,111.71. EQUIPMENT 11855.85 2, 303.:32 MAY y , (SATURDAY) 43" - 51 BARREL LAR ` LABOR J MA T 1,092..50 MAY 19, 1975 0/ 7 2 HRS - REMOVED 60' OF 16" CIP MATER MAIN -. 4 LOADS 'T.0 .� l / DUMP LABOR 277.5.1 EQUIPMENT 793,75 '4AY 20, 1975 2 HRS - REMOVED EXISTING 18" CIP WATER'HAIN / LA30R 276.43 V EQUiPNENT546.27 822.70 _..,.. p .,.. , . . N`i. �':. >`.'�`� £.r*. �_ .. .y: ice,•. ..eav�'Y7vvs '� b^s ... CITY OF NE'1PCRT 3EACH EXTRA '' ::'ORK - CONTRACT C 1497 PAGE -3- MAY 21, 1975 6 HRS - 10' SAN SEPiER NOT AS Si10'WN ON PLANS - SEWER IN CENTEF. Or 54" RCP LA -30R 1068.33 E0,'JIPs "LENT 1753.82 TOTAL ALL PAGES 27, ;s $18,398.+77 Zcrz z. iS 11A c 23 �UO_oo rt 27 ZZ r_-' CO..PJTc FRu ^`i DAILY ::OR ; SHEEN AND SICSNED Y YOUR IiISPECTOR �� %O¢ i ®vtr. /Gt r BEBEK CO. LICENSED & BONDED SEWER & STORM DRAIN CRANE RENTAL CONTRACTOR 16706 CONSTRUCTION WAY EAST SANTA ANA, CALIF. 92705 PHONE 540 -4922 STATE CONTRACTORS LIC 1177769 CITY OF NE'1PCRT 3EACH EXTRA '' ::'ORK - CONTRACT C 1497 PAGE -3- MAY 21, 1975 6 HRS - 10' SAN SEPiER NOT AS Si10'WN ON PLANS - SEWER IN CENTEF. Or 54" RCP LA -30R 1068.33 E0,'JIPs "LENT 1753.82 TOTAL ALL PAGES 27, ;s $18,398.+77 Zcrz z. iS 11A c 23 �UO_oo rt 27 ZZ r_-' CO..PJTc FRu ^`i DAILY ::OR ; SHEEN AND SICSNED Y YOUR IiISPECTOR �� %O¢ i ®vtr. /Gt r i EBEK COBPAA'TiON f . a.. 11943 LA SERNA DRIVE LA MIRADA, CALIF. 90638 co, Job me. Cvnomei s Urder No. MANE" I. 0A #Y WORK REPORT Dore - H �' I i Newlr NAME Torel 1o6. Tim + _ Oawperien� - -Ru_ - - '- -� -- MATERIAL Oewwh; aur,_.� jfonr. 'Addirionol — w' _.. -• - �- - - -- j r E6J1P.MENT - - - --'7—_____ -T– - Urvr No. �� CGS:R P- n - N L. 3h Tine !d's - Repo•r I Leore RePOi,e i —_ —. .�__lli�J.LJ9e �I�.�:/✓a6 ... - � �. j`- + -i. __ __- �21L1� J ..— Z4210 ........ G"i9Mj� r- 'nee — t REwARAz yo I eeroe. ne ino+•!pd9e !nor eha chnra Ow Jeb EBEK CORPA-_A'T'ION 11943 LA SERNA DRIVE LA MIRADA, CALIF. 90638 Cartemvr c Otdvr No. i rs -19• i 1 A R n R DAILY WORK REPORT Dery 41-27 19 Occuverion NAME el Mouriy - Total H..,. i Job Ti., - MATERIAL —^ Quwri y. n `6 '. l A oit ono_ I � - -- - -- -F QWO I P i, T T; °fir Umr Nn. DESCRIPTION I i _. _ —_ —,, _ _.. t _ -__) Not. J b mp 1 1di I Ravair Lvaw Duch tan of R• vs. Cont Add t n o L • Ttmv Blonk v_ - - - -_v° — .1s r I EBEK CORPORATION 1 11943 LA $ERNA DRIVE LA MIRADA. CALIF. 90638 ow job NAME Coetaerei a Order Na. DAILY WORK REPORT Data ti ' 349 19 Deeupotloo NAME Nourlr motit Total n --� 2: -'1 MATERIAL OeaMi Addifle al gqoof. O jol —. Trc 41 — q,3 Cabo✓ -- -. _. JR.voi,s Unit No. OE SC RIPTION P „ Rop. F�NT. - Co r —__ Add r o al Idle Time Re oir p r Time f L D nk Ducriptien of — _ F -RENA / y 1 Mnb� ac4w+led9e rhar rbe ebeve �g$y RP TION by ' "oddf HCeeel o as pvform�d. ' IpgFMAN SUP£RIRTENDANT y- I= IOil Occupation NAME Hourly Rata Total Hours Job Time MATERIAL Quantity Co Additional Cont. Additional r "v / 4 2n1V r 1q .ems .(1 1L i� n:a - F4% 4 —' - 409 �► v _• o. ,f ,., it b "^ EQIIIPMEN t Unit No. DESCRIPTION Hourly Rate Job Time Idle Time Repair Time Los" Blank Description of Regales Cont. Additional r "v / 4 REMARKS: . , i I hereby acknowledge that the above 'additional work[' was psAo.metl. ._ BEBEK CO. If By :. y FOREMAN —SUPERINTENDANT I hereby acknowledge that the above "additional Coe work" was performad. E{EREK BEBEK CO. _ ��:'k',tr:RG9".1.,1 BY 1"t'' �..- rl 6Y DAILY WORK REPORT :SJ,°'•3`a .:,�'' ¢ r? 1670& COMTRUCTION WAY E. s w ".` .e.rsx�rea= Fl..n. -.ax .i`J t� IRVINE. CA 92706 '..: ... _ .. ... - j' STATE LIC. },77789 Ow Job No. Customer's Order No. Dem. 19 .'s,.,. �_ -r✓ !� ✓ i. — NAME LABOR .- . .. Occupation NAME Hourly Total Job Time .. ... - ....... .. MATERIAL - Quantify':: Raw Houn ContkAdditionell ... .. .. .rte f�/e ^,/J Q ,� `•-% �, i +t OVA Unit NO. DESCRIPTION :.Nearly ' Job Tima Idle Repay a Lan+ Desolptbn of Repaln. Rana' CoM: �ddd{tfon Time TI1M' Blank ., ^Z. _ REMARKS: ✓'! /� s ,i,�•ti .E'i� :L' f R .�• " r iC�, "C.' r� !� /�' °%' . f :. I hereby acknowledge that the above "additional Coe work" was performad. E{EREK _ ��:'k',tr:RG9".1.,1 BY 1"t'' �..- rl 6Y FGREMAN — 64)iERINTENDANT - -? :SJ,°'•3`a .:,�'' ¢ r? ..< .. ,�. .'. s w ".` .e.rsx�rea= Fl..n. -.ax .i`J t� .y,� BEBEK CO:-' 16706 CONSTRUCTION WAY E. DAILY WORK REPORT IRVINE, CA 92705 STATE LIC. #177799 Our Job No Customer's Order No. Osta, MAW rA) 20 9 r a;i6C v LABOR Ip Hourly- Total T'-* MATERIAL Quantity Occupatich, NAME Am IT4141. Co �Addnll.11 WAIVVI wpm wmffno�= E rwllfdTp—p-xm�� Wm OEM 2 m j027 OEM's Mongffi M '7 . jr-3NW4111��A7)-P-�Ar ■ ■ ■ -7- INS I hwaty acknowlsfte that th* sba.. "additional wk!' was Pwfolmed. BES EK CO BY BY.... FOPMM SUPrRINTENOANT LABOR Dccupetlon NAME Hourly Rate Total Hours Job Time MATERIAL Quantity Cont. Atltlitkme Cont. ^ Z I, r � / I �t 'fr .... � a<.K,� Yr', i2 ��'r Gi ?.'- S_:f'r° •'. f .. /� Li= Kr /y /Ei2 i .. = .1 � ✓_'L. ' i 'i1i.�= X5t94!- Fes' - £Ei T 0 45 av iir 3 5 vp G' fl /2(ici!S r °o i 1:x$1111011:10 i 0 Unit No. DESCRIPTI0NPMP7 -' Hourly I Rate .lob Tlme . Idle Time Repair Time Lase Blank Dewiption of Repair Cont. Additional r 'fr .... � a<.K,� Yr', i2 ��'r Gi ?.'- S_:f'r° •'. f .. /� Li= Kr /y /Ei2 i .. = .1 � ✓_'L. ' i 'i1i.�= X5t94!- Fes' - £Ei T 0 vp G' fl /2(ici!S r °o REMARKS. r 'fr .... � a<.K,� Yr', i2 ��'r Gi ?.'- S_:f'r° •'. f .. /� Li= Kr /y /Ei2 i .. = .1 � ✓_'L. ' i 'i1i.�= Jrj, i+ BEBEK CO. DAILY WORK REPORT 78705 CONSTRUCTION INAY E.., � - , IRVINE; CA 22706 STATE LIC. 0777789 ' ��' •, /! � .�y.-� `si/ 'Jf �i. r..a2 li�.'KsL::;R"�'!41 ~:[��4ay s� Cur Job No. Customw's order No. Osar -L. _ . - .. .. 1 hereby a<knowlsdM that the above : "additionNwor .. .. n ✓E ! 1 rJ ;, Y... .'Fay Oe — C- -- NAME s 1. CAgo.R.. , occupation NAME - ;Hourly -Total Job Tlme _ MATERIAL- _ ntitp . Asa Hours Copt. AdditlonN �$K3d�- ..46rF�"= A�tYY Si vy.. •... �1�.v -o'�Y rl{S`iil}_Hamf. .N � mi.�C 4 J� 'T Jrj, � - ' ��' •, /! � .�y.-� `si/ 'Jf �i. r..a2 li�.'KsL::;R"�'!41 ~:[��4ay s� 1 hereby a<knowlsdM that the above : "additionNwor Oe — C- wa s 1. �$K3d�- ..46rF�"= A�tYY Si vy.. •... �1�.v -o'�Y rl{S`iil}_Hamf. .N � mi.�C 4 J� 'T Customer's Order LABOR Occupation NAME Hourly Rat* Total Hours Job Time MATERIAL auan lty Cont. Additional Description of Re .0sirs Cont. Additional VI*? EQUIPMENT Unit NO. DESCRIPTION Hourly Rats Job Time Idle Time R"W Time Les" 81*'.k Description of Re .0sirs Cont. Additional VI*? I hereby acknowledon "additional work" we SK.Ju �P &bow, BEBEK CO.-', ,,FOREMAN SUPERINTENDANT ~ f - >. HEBEK CO.� DAILY WORK REPORT. 167MCONSTMMON11MVE. IRVINE, CA 82706 STATE LN« �1777M .. Our Job No. cmrwmer'e Order No. NAME LABOR Occupation NAME 'Hourly Total """'JOb Time MATERIAL Queritky Ran Houn 'Corn. AdAitiotwl Z;4 44Q { Z fewu q NT .. ... - - • tl6srfY' .. Jab Time Idle Repair Leave UnitNo. DESCRIPTION - .M. AddltiarN Tian Time el�nk Description of Rapoin .. �. v 42 Y i . I herabY acknowledpothat the above "additionalwork" wa Wormed. .. .. �NEK' CO e BY By 'fJ . V{ ' , h?pEMAR— SUP£ptNTBNOANT O HEBEK C. DAISY WORK REPORT -- 16706 CONSTRUCTION WAY E. - - - .. IRVINE, CA 82706 - STATE 116./177766' Dyr J44�pq, Vats = CustomersOrder No. ¢_ L,AS0R OceppeNon NAME - _ Howly, -_ 10tal Job Time _ MATERIAL`- Quantity Cot. - Rate Co. Additional EQUIPMENT Unit No. DESCRIPTION - BEBEK CO.. Howly Rate Job Time Idle Time Repair Time . Leah Blank Dewbtbn of Repairs Cont. Additional BY FOREMAN — SUPERINTENDANT °.xxb- 'eac�f:.�i`GfieL, - REMARKS: - - - - - i. /r . - 1 hereby tai acknowledge that the above "addittonel work "wss BEBEK CO.. - performed. _ _ By BY FOREMAN — SUPERINTENDANT °.xxb- 'eac�f:.�i`GfieL, - r I borabY acknowlsdgs that the above "aCOiiionN work' waaparimmwl. BY -By FOREMAN $UP£NINTF,NONNT ..w. - - - '��•I�.e.. - �+n+ "'^"` Si � nr'+z sM�w1K� i."',Jk . iww r- wL >it�. 11!11 1" _ LABOR.... ':.:'fJewp�tlon NAME Nasty Too( JaY TInp MATERIAL ' Gowl.. AMdltb1M1 !s ' ) C ii sy a.:yr a.x Occupation NAME Hourly Re" Total Noun Job Timm MATERIAL Cluant" Cant. Additional -j �v V/ Ile 141 1W7 171 11 7- Landon Morris Theodore P. Polich, Jr. Douglas C. Purdy John K. Morris Patrick G. Hatcher Michael J. Murtaugh Thomas L. Behr Andrew A. Kurz May 12, 1975 Morris & Polich ATTORNEYS AT LAW Y L ,C 1 Mr. Steve Buchman �..- City of Newport Beach -- City Hall 3300 Newport Boulevard Newport Beach, California RE: Contract No. 1497 Improvement of Bayside Drive Dear Mr. Buchman: 7 SUITE'4 ?0 MILTON CENTER 900 WILSHIRE BOULEVARD LOS ANGELES, CALIFORNIA 90017 TELEPHONE: (213) 828-4347 17592 IRVINE BOULEVARD, SUITE 202 TUSTIN, CALIFORNIA 92880 TELEPHONE*. (714) 832-5992 PLEASE ADDRESS REPLY TO: Los Angeles We are,the attorneys for Bebek Company. Mr. Bebek has brought to our attention the fact that he has incurred items of extra work within the mean= ing of the Standard Specifications For Public Works Construction (1973 ed tion). Reference is made to Section 3- 3pertaini:ng to extra work. The foilowing,extra work has been incurred by Bebek. On April 7,.1975, the.survey controls and monumentation were found to be non - existen This required 26 hours of extra work for the survey. The cost incurred in this item has already been billed to you. Again on April 7, 1975, in breaking the pavement Bebek discovered 12 inches of concrete under the 8, inch A.C. which was not shown on the plans and specifications. Additionally, he found an 18 inch water main in the center ,of-Th�, line of the trench which was of shown on; the plans. J` K' Morris. Polich city of. Newport Beach BE: Contract No. 1497 m �laY...12, 1975 Page Two (See Section 5 "The Green Book "). The cost incurred for these items of work are as followsf Total labor $ 37.65 Equipment $ 76.50 overhead and profit $ 11.48 Total: $125.63 When attempts were made to dewater accord- ing to the plans and water quality control specifications it was found that the man - h esignated to accept the water was a �( meterin manhole which contained no outlet. ' result the dewatering system had to redone. Labor: 61n)6 5147.42 On April'9f.1975, Bebek pot holed for an' 18 inch water main from. the City of Newport Beach,' b&ckfilled and" paved. The followilig costs were incurred: / Total " labor $'302.80 `' ��"' b =� zqti oent $16'8.00 Overhead and profit $ 25.20 ^Vx fttal' ` $4 .00 ��� On April 21, 1975, it'was found that the' City could not compSetely shut' down the 18 inch.water main which caused excessive rater in-the trench. This resulted in shutting down the operation for`one entire - da y The followin a enses were incurred• •. � xP . ! Labor Bgpipment General drilling Overhead and profit $440.40 $575.16 $743.65' $ 77.15 Total: $1, 36 �YjX �MAWA SAE 3 ` Morn', Polich City of Newport Beach RE: Contract No. 1497 May 12, 1975 Page Three On April 22, 1975, when excavation was begun at the outlet structure Mr. Bebek encountered concrete with rebar below the pipe 10' x 6' from 8" to 2' thick which was not shown on the plans and specifications. This item entailed the following expenses: Labor Equipment Overhead and profit Total: $310.00 $497.87 $ 74.68 On April 24, 19.75, at 9:00 AM, another existing headwall was encountered with wing walls and a 24" thick footing which was not shown on the plans. The expenses for this item included: Labor Equipment Rental equipment Overhead and profit Total: $673.45 $1,909.21 s ian_sn h 1,J And, lastly, on April 25, 1975, Mr. Bebek began breaking the headwall and removing an 57" R.C.P. and hauling same to dump.' This entailed the costs of: Labor Equipment Rental equipment Overhead and profit Total: TOTAL THROUGH APRIL 25, 1975: -3- 6 r- $ 635.95 U Q $ 840.34 0 $ 456.00 $ 194.45 A! - - ----------- � . L.'(�a 150 `$2,126 /`°�dG� $?;704.64. Morr Polich City of Newport Beach RE: Contract No. 1497 May 12, 1975 Page Four We are confident that once you have had an opportunity to review these items with Mr. Bebek in light of the,provisions contained�in the "Green Book ", you will see that these items are clearly encompassed within' Section 3 -3. If you would like to discuss any of the above items, please do not hesitate to contact us at yout earliest opportunity. cc: Mr. John Bebek PGH : c j -4- Very truly yours, MORRIS 6 POLIC atrick t er § 4215 GOVERNMENT CODE Nothing herein shall preclude the public agency from pursuing any appropriate remedy against the utility for delays which are the responsibility of the utility. Nothing herein shall be construed to relieve the utility from tiny obligation as in- quired either by law or by contract to pay the cost of removal or relocation 'of existing utility facilities. Ifethe contractor while performing the contract discovers utility facilities not identified by the public agency in the contract plans or specifications, he shall im- mediately notify the public agency and utility in writing. The public utility, where they are the owner, shall have the sole discretion to perform repairs or relocation work or permit the contractor to do such repairs or relocation work at a reasonable price. (Added by Stats.1970, c. 1134, p. 2011, $ 2. Amended by Stats.1974, e. 846, p. $ 1•) 2, 3 of Stats.1974, c. 846, p. The amendment to Section 4215 >rnment Code made by Section 1 does not conatitute a. change in. Lratory o4 the existing law. Thera ere no state- mandated this act statutes slated to re- Law Review Commentaries, stated add . 37, t 1, was Public utility relocation. (1972) 23 Beat. p. 2011, 6 L L.J. 848. CHAPTER 3.5. AWARD OF LEASEBACKS [NEW] Sea 4220. Definitions. 4221. Award of contract to lowest responsible bidder; payment of prevailing wages by leaseback corporation 4-"22. Notice of time and place for opening bids. 4223. Sealed bids; withdrawal. 4224. , Rejection of bids; resdverdscemest ' ChaPter,3.5 aided by $tatr1970, c. 589, p. 1170, 11_. . Ubeaarryy btunit" oepdntions 4=11:4L ]la .. C.T.s. alcipal Corpmatisas 11 9611. .. .. . $ 4220. Defteni"s .. . As used In this chapter- (it) "Public leaseback" means say lease by a public entity, as lessee, of buildings, structures, or other facilities which are permanently attached to land, where the lease is between the public entity and a public leasebaek corporation, as lessor, and the lease is executed before the buildings, structures or facilities have been bailt (b) "public entity" means any city, charter city, city and county, county, district, Public corporation, or political subdivision of the state. (c) "Public leaseback corporation" means ary corporation or nonprofit corporation organized or controlled by a public entity which constructs or arranges for the construction oI buildings, structures, or .other facilities which are permanently attached to land for public leaseback (d) "Public' projects" means the construction of buildings, sttuetures,' or, other' facilities which ate permanently attached to land. (Added by Stats.19i0, c. 589, p. 1170, $ 1.) Library references Words and Phrases (Perm.Ed.) Underline indicates changes or additions by amendment 206. $ 4221, Award of co wages by I Any public Project I dollars ($3,000) shall bidder, and such cost mined by the public -1 Article 2 (commencing Code. (Added by Stats.1970, c $ 4 r - Notice of tins For the purpos-0 [ of the time sad place f week for two con.�ecntit published in the j711""l) one jurisdiction, in sach the project is to be don In a newspaper of genera (.added by Stats.19i0, e $ 4223. Sealed bids; wi All bids shall be presen time prior to the time fl. request for the withdrat The request shall be e. The withdrawal of a hid bid. Whether or not bidtl for opening bids, a bid shat (_added by Stnts.2970, c, ;k 9 4224. RaJectlo6 of bids; If the public leaseback c bid is not to the besr inter may reject all Lida slid a chapter. (Added by- Stats.1970, a 58.. CHAPTER ARTICLE Exemption of mvskai in; state college students. sea Edi 23608.. $ 4300. Detinmens . Sapplemeatar7 Iade. Validity /a '.12- Validity The required that ncOntm, 3 Coe th lipbo�erbea a. as.forals sons agreeing to use ar "pp manufactured in the United St unconstitutional encroachmeni federal government's exclusive Asterisks a " = Indicate dele GOVERNMENT CODE § 4215 other civil actions therein, to the matter of setting the same for hearing or trial, and In hearing the same, to the end tbet all such actions shall be quickly heard and de- termined. ' (:added by Stats.1971, c. 1534, p• 3196, 12.) - - Former section 4207 was repealed. by Library references ' StatsA969, c- 1362, V. 2782, $ S. and State. States p}98. 1970, c. 479, D. 950, 1 S. Prior to the 1970 C.J.S. States 1 116. repeal this section was amended by State. - 1970, C. 479, P. 950, 1 2. See, now, Civ.C. $ 3230. § 4208. Applicability of chapter This chapter shall not apply to contracts awarded pursuant to Chapter 3 (comment- ing with Section 14250) of Part 5 of Division 3 of Title 2, nor to contracts awarded ' pursuant to Chapter 14 (commencing with Section 23200) of Division 18 of Part 4 i of the Education Code. - (Added by Stats.197 1, c. 1,-584, p. 3196, § 2.) Former section 4208 was repealed by Library references Stats.1969, c. 1362, D. 27S2, $ 5. See, now, States e=93. - - Civ.C. 1 3251. C.J.S. States 1 116. H 4209, 4219, Repealed by Stals.1969, c. 1362, p. 2782, § 5 Prior to repeal, section 4210 was amended See. now, CIv.C. $1 3097, 3191, 3183, 3252, - by Stats.1967. C. 789, p. *- -185, 1 3; State. - - 1968, c. 678, p• 1365, $ 1, CHAPTER 3.1. PROTECTION OF PUBLIC UTILITIES IN PUBLIC - - CONTRACTS (NEW] Sec. 4215. Removal, relocation or protection of existing utilities; contracts and provl- - sions [New]. n , i Chapter 3.1 added by state-1969, c. 115¢, P. $241, 11, r" i 1 4215. Removal, relocation or protection of existing utilities; contracts and provi- - - sions In any contract to which a public agency as defined in Section 4401 is a party, .� the public agency shall assume the responsibility, between the parties to the con- - - tract, for the timely removal, relocation, or protection of existing * * * main or trunkline u ility facilities located on the site of any construction project that is n { subject of the contract, If such utilities are not identified by the public agency In the plans and specifications' made a part of the incitation for bids. The contract documents shall include provisions to compensate the contractor for the costs of I locating, repairing damage not due to the fail -are of the contractor to exercise rea- - j scnable care, and removing of relocating such utility facilities not indicated in the - plans and specifications with reasonable accuracy, and for equipment on the pro!- , ect necessarily idled during such work. The contract documents shall include provisions that the contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was eansed by the failure of the public agency or the owner of the utility to provide for removal or relocation of * * * such utility facilities. Nothing herein shall be deemed to reqnire the public agency to indicate the prey - race of existing service laterals or- appiu•tenanrw whenever the presence of such - utilities on the site of the construction project can be inferred from the presence - - of other visible facilitiex, such as buiidipgs,.meter and jtinetion boxed; on or adj :t- r-emt to, thi site or the construction; provided, however, nothing herein shall relieve _ the public agency from identifying main or tranklines in the plans and Specifica- tion... - Asterisks *. * indicate deletions by amendanent j - 205 ,t 0 PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. j� CONTROL TESTS ON MATERIALS • y� ACTUALLY ENTERING INTO WORKS. COUNTY OF ORANGE 7s ; ROAD DEPARTMENT, _ TEST NO. C- IMA THRY .,7S.r MATERIAL TESTING SIN SHEET NO - ATIYE COMPACTION CONT. NO. N.G. P.O., AHFP, `IL. UTLTESTED US r p DATE REPbit$f�Q - 14� 7 - 7� AGENCY \Ir••I�MT QGV RESIDENT ENGINEER (INSPECTOR) _YiMLa SA&JV CONTRACTOR 5411111 SEND REPORT TO::I CONSTRUCTION PERMITS SUBDIVISION ❑ OUTSIDE AGENCY DATE_ TESTED BY 1•�CG $AatA -: DENSITY STD. COUNT- ZZ8 MOISTURE STD. COUNT- IN PLACE DENSITY INUCLEAR GAUGE CALIF " - LAB NO. C- �1 I75;. A7S 2794 /��K3 J SITE C STREET A ��1 �.• �� MATERIAL �j F STATION DIST. FROM CL f Z' 1 N ELEVATION � 2- 0 PROBE DEPTH It. U ­J' DENSITY COUNT TOTALCOUNT • AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 REMARKS: E 1Y . • y • j ��(d I�.So Sd• a r 71 .5o RESIDENT ENGINEER (CITY ENGPQ .. F71181 -138:4 JUN 4 1975> CITY OF NEWPOki s�c/�y , ,\ OCArff. `%}JNTH .BILLING .' yAALL�Iii % AREA RELATIVE COMPACTION ' XIMUM DENSITY A ERAGE AREA RC RC 90 95 AUIRED E A REJECTED ACCEPTED BY. 0 PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. CONTROL TESTS ON MATERIALS • ACTUALLY ENTERING INTO WORKS. RESIDENT. ENGINEER (INSPECTOR) COUNTY OF ORANGE ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C -.'Q S TH~ - SHEET NO / y RELATIVE COMPACTION I CONT. NO., P -D.- ANFP G I 1(t. SEND REPORT TO: CONSTRUCTION PERMITS El DATE L ��! S TESTED BY_ DENSITY STD. COUNT - 'Z' DATE REPORTED S" •2i 7 AGENCY uj' W��C - CONTRACTOR iIS10N E] OUTSIDE AGENCY MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR GAUGE ;VALif _ 231 ) 19.73 LAB NO. C- O REQUIRED RC 90 SS AREA REJECTED ACCEPTED SITE - STREET MATERIAL fur a - STATION DIST. FROM ELEVATION - - PROBE DEPTH • DENSITY COUNT TOTALCOUNT • AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTAL COUNT AVG. COUNT MOISTURE RATIO WATER LBS. /FT.3 REMARKS: C.sa l4•sc AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 SS AREA REJECTED ACCEPTED ❑ END OF MONTH BILLING .20, mQ RESIDENT ENGINEER (CITY ENGR.) BY MATORIALS ENGINEER ui 0 PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. I fCONTROL�TESTS ON MATERIALS . V ACTUALLY ENTERING INTO WORKS. w /I w • COUNTY OF ORANGE 7S' ROAD DEPARTMENT MATERIAL TESTING SECTION TEST NO. C- x 710 THRU lt 71/! SHEET Jj REtATIVE.CliSPACTION PONTAN .,WO.S(/��6 roraY . t nsr�3•�� Y_....... RESIDENT ENG6IEER (INSPECTOR) N. SEND REPORT TO: CONSTRUCTION _ PERMITS : DATE L. Afh..,S TESTED. BY_ DENSITY STD. COUNT- AGENCY OUTSIDE AGEN MOISTURE STD. COUNT - MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 REMARKS: 1.0 ! /.00 ��ffM- • .t- la.e111 /y.ro .%7.406 - - -- COUNT MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 REMARKS: 1.0 ! /.00 /%.ee • .t- la.e111 /y.ro .%7.406 DENSITY COUNT MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 REMARKS: AREA I MAXIMUM DENSIT AVERAGE AREA REQUIRED RC AREA RE 0 END OF MONTH BILLING yG,os RESIDENT ENGINEER (CITY ENGR.) EY MATERIALS ',. F- 1151 -126.2 . _.., 7 "I•' 1 Y I� �1 -' 1.0 ! /.00 /%.ee • .t- la.e111 /y.ro .%7.406 AREA I MAXIMUM DENSIT AVERAGE AREA REQUIRED RC AREA RE 0 END OF MONTH BILLING yG,os RESIDENT ENGINEER (CITY ENGR.) EY MATERIALS ',. F- 1151 -126.2 . _.., 7 "I•' 1 Y I� �1 -' PRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT. CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS, I it -tkta41 f COUNTY OF ORANGE 7S tC i s 214 7 ROAD DEPARTMENT. TEST NO. C- THRU�� MATERIAL TESTING Si�bN NELATIYE COMPACTION :ONT. W.�`` P.O., AHFP MATERIAL TESTED �� - �.22 'r -Q ` DATE REPORTED : 7�%✓ PROJECT�� -- AGENCY RESIDENT ENGINEER (INSPECTOR) ^ �{.�� .�'•� SEND REPORT O: CO� TR UCTION Q PERMITS DATE -TESTED BYL4 DENSITY STD. COUNT- 21j If- tt9G 'LL9'7 O OUTSIDE AGE MOISTURE STD. COUNT - MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 L � = �rz &jMEN5 AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTE CCEPTED ��Q�11��� ry4 m, ■����� IlllllMII��� • I • ..:11.71 �� ®� MEMM -_ � MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 L � = �rz &jMEN5 AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTE CCEPTED ��Q�11��� ry4 m, ■����� IlllllMII��� • I • ..:11.71 �� ®� -_ -_ � MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS. /FT.3 L � = �rz &jMEN5 AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTE CCEPTED ��Q�11��� ry4 m, ■����� IlllllMII��� REMARKS: 1•S A00 • 3- 1 -wiltp 1'f ,,Jv 16q3-0 #3.3o AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTE CCEPTED E] END OF MONTH BILLING RESIDENT ENGINEER (CITY ENGR.) BY MATE 5 ENGINEER F -1151-126.2 RELATIVE COMPACTION (NJ IN PLACE DENSITY (NUCLEAR GAUGQ ) CALIF IT I Wss COUNTY OF ORANGE 2-"3 ZS9Y ROAD DEPARTMENT PRELIMINARY TESTS PRIOR MATERIAL TESTING SECTION TEST NO —� THRU�� TO AWARD OF CONTRACT. I Jll - CONTROL TESTS ON MATERIALS RELATIVE COMPACTION . CONTTNOO, W.O., P.O., ANFP YV l' • ACTUALLY ENTER ING� fI,TO WORKS. MATERIAL S MATERIAL TESTED 1 /��jJ� OK PROJECT {��' Yf� / //I% DATE PORT D 'r AGENCY 2.5 RESIDENT EN EER IINSPEGTORI cotfrRACTOIi LX SEND REPORT TO: CONS�T/RU CTION PERMITS SUBDIVISION 0 OUTSIDE AGENCY DATE 5_2 1— t7 / TESTED BY 44 2'L S>Pl1EZ A ELEVATION I� / DENSITY STD. COUNT— Z2, MOISTURE STD. COUNT— PROBE DEPTH y IN PLACE DENSITY (NUCLEAR GAUGQ ) CALIF IT I Wss LAB NO. C- 2-"3 ZS9Y SITE STREET YV l' MATERIAL S STATION {O eo 2.5 DIST. FROM CL ELEVATION I� / PROBE DEPTH y DENSITY COUNT TOTAL COUNT • AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG. COUNT MOISTURE RATIO WATER LBS4FT.3 • REMARKS: £ ^I AlAypo [ AREA RELATIVE COMPACTION _ I "'lVAXIrAjjMDFNSITY 2 NfwpQRi AVER GE AREA RC SEACH, RE IRED RC 90 95 % ; CALIF. A A REJECTED ACCEPTED 2— /,yotl /Sfi,f0 29.00 �d AFI PAOF1 � BILLING SO BY /� C' �/ LIYe� " RESIDENT ENGINEER (CITY ENGR.) Tfi MA E LS EN ER F- 1161 -12 .. RELATIVE. bVAFA&TION- (Nd •' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard TO: Sebek Company 16706 Construction Way East Irvine, CA 92664 ATTENTION: SUBJECT: Bayside Drive Improvemen CC-1�497 We are transmitting the following: E Date May 27, 1975 No. Copies Description Remarks: 3 Progress Payment Request No. 2 Please sign the original and one copy and return to this office. The third copy may be retained for your files. By: G.P. Dunigan, Jr. Field Engineer CITY E'aPORT BEACH - PUBLIC WORKS RTMENT PROJECT: BAYSIDE DRIVE IMP EMENTS PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING Mav 23, 1975 BUDGET NO. See Below CONTRACT NO. 1497 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED Clear and Grub 5000.00 LS 80% 4,000.00 2. 4" A.C. Pavement 18.00 /Ton 3. 1" A.C. Pavement 18.00 /Ton 4. Aggregate Base 11.00 /Ton _5. Type A Curb and Gutter 6.00 /LF 6. 4" P.C.C. Sidewalk 1.50 /SF 7. Res. Drive Approach. 3.00 /SF .8. Comm'l Drive Approach 2.00 /SF 9. Concrete Block Wall 15.00 /LF 10. Adjust M.N. 200.00 EA 11. Adjust Meter Box 50.00 EA 12. 60" RCP _ 120.00 /LF 262 LF 31,440.00 13. 54" RCP 115.00 /LF 176 LF 20,240.00 14. 48" RCP 110.00 /LF 140 LF 15,400.00 15. 18" RCP 43.00/LF 16. 15" RCP 40.00 /LF 17. Manhole €2 1,600.00 /EA 18. Manhole #4 4,000.00 /EA l EA 4,000.00 19. Connection Assy. 500.00 EA 20. Catch Basin 0 S .1,000.00 EA 2,1. Catch Basin OL -A 1,600.00 EA 22. Catch Basin OL 2,100.00 EA 23. Concrete Collar 200.00 EA 24. Drainage Outlet "B" 2,000.00 EA CITY *NEWPORT BEACH - PUBLIC WORKS gIRTMENT PROJECT: BAYSIDE DRIVE IMPROVEMENTS PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING May. 23, 1975 BUDGET NO. See Below CONTRACT NO. 1497 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 25.,.: Reconstruct S.D. Outlet $ 2,000.00 LS 100 % 2,000.00 26. PCC Encasement 100.00 /LF 8 LF 800,00 27. 8" C.I.P. Etc. 2,000.00 LS 28. 8" V.C.P. 15.00 /LF 29.. Sewage Pump Station 25,000.00 LS 30. 18" Water Main 33.50/LF . 31. 6" A.C.P. 15.00 /LF 32. 18" Butterfly Valve 2,000.00 EA 33. loll Gate Valve 700.00 EA 34. 6" Gate Valve 300.00 EA 35. 4" Gate Valve 400.00 EA 36. Reconnect Fire Hydrant 460.00 EA 37. Install Fire Hydrant 1;000.00 EA 38. Abandon Exist. Drain 3,000.00 LS 30 % 900.00 39. 13 Water Service '500.00 EA 40. 2" Water Service 700.00 EA 41. Guard Underground Const. 2,000.00 L5 30 % 600.00 42. 8" A.C.P. M.00 /LF 43. 8" Gate 'Valve 500.00 EA 9 ,380:00 a i CITY *NEWPORT BEACH - PUBLIC WORKS DORTMENT 1172 PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING May 23. 1975 PROJECT BAYSIDE DRIVE IMPROVEMENTS BUDGET N0. See Below CONTRACT NO. 1497 Original Contract $388,680.50 Extras to Date Contract to Date Send payment to: Amount Earned 79,380.00 John Bebek Company Less 10% Retention 7,938.00 16706 Construction Way East Less Previous Payments 15,948.00 Irvine, CA 92705 Amount Due this Request 55,494.00 I hereby certify that the above amounts and values SIGNED SIGNED Field Eng' eer otc J 1,52 BY Orsnje County Flood Control District 400 Civic Center Drive West Santa Ana, California 2nd COPY . PLEASE R0TUI RATSIDE DRIVE I)WROVENZMAIATSIDE PI AC MAROMME AYSIIO�i" (C -1497) Counties *bare of construction ovate as per a;reenent dated October 2, 1973 and assndaunt dated May 28, 1974. t 0- ° ,t JUN 2 1 975 WITH PAYMENT Please make check payable to City of Newport Beach. Direct all correspondence tof' Finance Director, City of Newport Beach, 3,300 W. Newport Blvd., Newport Beach, 92660 cit�f Newport Beach STATEMENT OF 3300 NEWPORT BOULEVARD ACCOUNT NEWPORT BEACH, CALIFORNIA 92660 FINANCE DEPT. 714673 -2110 Orsnje County Flood Control District 400 Civic Center Drive West Santa Ana, California 2nd COPY . PLEASE R0TUI RATSIDE DRIVE I)WROVENZMAIATSIDE PI AC MAROMME AYSIIO�i" (C -1497) Counties *bare of construction ovate as per a;reenent dated October 2, 1973 and assndaunt dated May 28, 1974. t 0- ° ,t JUN 2 1 975 WITH PAYMENT Please make check payable to City of Newport Beach. Direct all correspondence tof' Finance Director, City of Newport Beach, 3,300 W. Newport Blvd., Newport Beach, 92660 4 -7 ^757 iQaad elos� tat �F1�4 057 �(�,,,,, 411717 f 6 �f"' I.Y -f (I trI u Gva 4,. wt. 4 / zt 1757 G 14aoe C /asare �++•e L..� f ill i3 — 75 e'o'( eJ Y.i'. EOl l 'UnitNo. - t ' DESCRIPTION } 1_ Job Time, BEBEK CO Repair Time 16796 WAY E. DAILY WORK REPORT CONSTRUCTION Additional utv "!WE CA 92795 . . STATE -LIC. F0,7789 _ Our Job' "No.` .. Customer's Ortler. NO; ..Date /Y�i� °'�� 'NAME T2 %CfJNC LABOR Occupation NAME Hourly Rate Total Hours Job Time -� MATERIAL '. Quantity Cont. Atlditionel 7-0 y r`� /G'oryr iElO Y.i'. EOl l 'UnitNo. - t ' DESCRIPTION Hourly Rate Job Time, Idle Time Repair Time Leave Blank Description of Repairc' Cont. Additional T2 %CfJNC ckhow)kWe that the above ' J wor rvvas.per�to!rmedr� .. BEBEK_CO.,) (Tjr' fj?. /r .w4+bCdaT�.> BY''�`_ ro — SUPERINTENDANT -- Occupation NAME H Rate ate Total Hours Job Time MATERIAL ''; ' uuentity Cont. Additional Additional _I .'��-Y a Irr Q 'C�k2ZIE /,2,Iu k" j eA e� t II�x11117VINAAiMLIbi Unit No DESCRIPTION ' Hourly 'Rate Job Time Idle Time Repair Time Leave Blank Description of Repairs Con<. Additional �I (I oe that ffim. . - BEB'EK CO. �r\ l BY f l�^ FOREMAN— .SUP.ERINTE.NDANT 1 54" RCP 1500-D T&G Concrete Pipe Bebek Co. or ioh -�- City of jqewport, Beach* Bayside Dr. -St., Stm Drn- ImPrv- none o C-76 Culvert 1-01, a ...................... OFFICM sm I F. & MONO 19 Notary Public - California I LOS ANGELES COUNTY My Coavalmlom Esplm juog� 19, 1976 ......... =SPECIFICATION CERTIFICATE The HYDRO CONDUIT CORPORATION hereby certifies. that the 48" 1700 by 18" 2000.9, 19" nwo lainioreed 6oucreta Tip T. i 0. Furnished to Bobek Co. For job at City of Newport Beach, 3a7side Dr.- St., Stu. Dre. UVTV. under their Purchase Order No. , will fully comply with A.S.l.K. Specifications No. C76 and Or for 1ninf*TCed QG89rst/ CUIVert Pipe itnwiari fre¢iti __._ Public Works Construetion - 1973 HYDRO CONDUIT CORPORATION 'V to CILVW - Assistant Plant lienaw Subscribed and sworn to before me this 6th day of may 1975 �J��' 1 OFFICIAL SE: hce GZC�f'L MARJORIE J. SHACKELFG, - a A - Notary Public {: NOTARY PUBLIC- CALIFORM, 7 R ",VE ASIDE COUNTY My Com rn,sron txplfes Feb. .i d, 1976 'y ' •S ; CTI' ±CATION CERV57'.CATY • The HYDRO CONDUIT CORPORAT"ON hereby certifies that the 60" z 8' RCP 1400 -D ThG M Furnished to 60" RCP 140o -D T&G W'. for job at City of ander their Purchase Order No< none 6o" RCP 1100 -D Td8 will fully comply with t: specifications No. C -76 for Culvert subscribed and sworn to before me his d C/ _day of �; 19�� Notary Public i HYDRO CORPORATION OFFICIAL SEAL JO ANN M. MATHEWS NOTARY PUBLIC- CALIFORNIA LOS ANGELES COUNTY My Commission Expires Feb:18,1978 ` i . i'>'F' bCATIO ^•: CERT" 'rP,'I7 The HYDRO CONDUIT CORPORATION hereby certifies thaat the 60" Z 8' RCP 1400 -D T&G v/2" Cover; 60" EDP 1400 -D T&G v/1 " Cover; 60" RCP -"54' 1500-1) Wf 'v7Cover Coneret .Furnished to f%. for job at City of Nerport Beach, Baydde Drive- Street., Storm Drain Improvement ander their Purchase Order No. none wil' fully comply with -pecifications No. C -76 for Culvert HYDRO CONDUIT CORPORATION C subscribed and sworn to before me OFFICIAL SEAL his ^day u£ /� 19�,�" JO ANN M. MATHEWS NOTARY PUBLIC- CALIFORNIA LOS ANGELES COUNTY Notary Public 60" x 8' RCP 1400-D T&G w/2" Cover; 60" RCP 1400-D T&G w/l-fl" Cover; 6o" itcP iloo-D T&G and —Bebek Co. --'-,City of Newport Beach , Bayqide Drive-Street.. Storm Drain Improvement none f C-76 Culvert J.) 0 FFICIA!, SE; JO ANN N1. F:AT�iws NOTARY PUM :C-CALIFORNIA y) , ra. LOS A.��ELES COUNT V MyCcmmss;cr Expires Feb. 18.197f. BEBEK CO 16706 CONSTRUCTION WAVE. _ i%J1RY WORK REPORT; . IRVINE, CA 92705 STATE LIC. #177769 ✓ Our Job No. Customer s Order Nb. " Date NAME v - ' LABOR Occupation NAME Hourly Total Job Time MATERIAL Quantity Rate Hours Cont. Additional .. EQUIPMENT Unit No. DESCRIPTION Hourly Rate Job Time Idle Time Repair Time LBave 9lnnk 'Description of :Repairs'., Cont. ' Additional Ski 6 -Yf .G7e� . REMARKS: Isle BEBEK to. ,es ,a { ... -... FOREMAN-- SU'EERINTENDANT I Unit No. ar DESCRIPTION Hourly Rate 4EBEK O, Idle Time Repair Time Leave Blank ' DA ��Y of [� R'° 16796 CONSTRUCTION WAY E. IRVINE, CAS. 92705' ...... _ .STATE LIC:4777769 .. Our Job No. Customer's Ortler. No. Data , 79 L 'NAME LABOR Occupation NAME Hourly Total. Job Time MATERIAL Quantity Cont. Additional :Rata Hours n I Unit No. ar DESCRIPTION Hourly Rate Job Time Idle Time Repair Time Leave Blank ' Description:of Repairs., Cont. Additional n J+.?? A' I?rs'�- .F,r?.7 - F!'GGdn�' F�l:` ,F':ffrnV'•.. _ .. ' Vii. :'°; (•? .. . 77,0®vw i'hereby a nwledpe - .c1clitio Iw s'p a, �r, .. c. ... BEBE:K C6-> d�r.c'ecr'v�. 6.ftJ 3 j �^ a er SIN Y \� FOREMAN— SUPERINTENDA'NT . ... .. .:.. .... BEBEK CO. 16700 CONSTRUCTION WAY E. IRVINE, CA 92705 STATE LIC. #177769 Our Job No. Customer's Order No. Date 19 7r✓"' NAME >�r'i nv t� Occupation NAME Hourly Rate Total Hours Job Time MATERIAL Quantity" Cont. Additional .Coot. Adtlitional .:...... tlg iV- EQUIPMENT Unit No. DESCRIPTION Hourly Rata Job Time Idle Time Repair Time Leave Blank Description of Repairs .Coot. Adtlitional .:...... iV- ✓ a� i ✓i I hereby acknowledge thatthe above "add' iono wor'1c "was erforrmd..�' BEBE'.K FOREMA""'N'— SUPERINTENDANT I � Our Job No. Customer's Order No. Occupation NAME -`�"`r Hourly Rate Total Hours Jot, Time MATERIAL Ova"t . ity Cont. FAdd.l....l D6 -Z r"- VIC 714 ze'l _4 ltn EQUIPMENT Unit No. DESCRIPTION Hourly Rate Job Idle Time Repair Time Lse�e Blonk Description of Repairv. _ Cont. Additional Additional -�Xnn 7 o I hereby acknowledge that the above "additional work" wvt4palformod m BEBEK-M.-<-�) By- 13Y FOREMAN SUPERINTENDAN, IIII BUM, Ca. 16706 CONSTRUCTION WAVE. IRVINE, CA 92705" STATE LIC. /177769 t. '.Our,Joh No. Customer's Order No. Date !Cry 19 X-' NAME LABOR '.Occupation NAME Hourly Rate Total Hours H Job Time MATERIAL ':' ' Quantity Cont. Additional Cont. 1 _T)6 -z f z %J Illy '-_7 AF F' L v lwftl EQUIPMENT Unit No. DESCRIPTION I Hourly Rate Job Time Idle Time Repair Time Leave Blank Description of Repairs Cont. Additional L v I hereby acknowledge that The. above ­additional wor. .was perfp BEBEK C0—.—,x/1 BY By \` '' F.OREMAN — SIJPERIN.TE.NDANT Occupation NAME Hourly Rate Total Hours Job Time MATERIAL. .� Quantity' Cont.' Atlditional' Co nL " o ' 'r, �OOC✓ ' S cv'Y Lu GF,c / /Etrs�+ E2 , - 'Unit No. DESCRIPTION. Hourly .Job Time Itl le Time 1 Repair. Time Leeye Blank Dmeription of Repairs Co nL " Atlditionel ' 'r, �OOC✓ ' S cv'Y - I hereby. acknowledge that the above . "additional Was Jwo�6ky "�w�ijas Performed. BEBEIC -C BY 1 i !l1IE= — SUPERINTENDANT -- - CALIFOIA PRELIMINARY NOTICE O, Iggq IN ACCOR E EFWITH SECTION 3097 AND 3098, CALIFORNI IL CODE THIS IS NOT A LIEN, THIS IS N RLECTION ON THE INTEGRITY OF ANY CO ACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT .. . C O p L Iu City of Seaport Beach 3300 Newport Blvd Newport Beach, California 92660 Construction loan no. FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any known) An estimate of the total price of the labor, services, equipment or materials furnished or to be furnished is: JDollar amount must be furnishetl to construction lender - optional as to owner or contractor) Trust Funds to which Supplemental Fringe Benefits are Payable. (name) (address) (name) (address) (name) (address) (name) (address) (Material men not required to furnish the above) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the impralled property may be subject to mechanic's liens. Dated: Pearce Manes$ ljrrr AJ!0 branch Manager (sign ture�jr (title) Telephone Number ( 714 ) 558 -1201 This form (No. 594 Revisedl distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION - f2131382-7151 Burke Concrete Accessories (name of person or firm furnishing labor, services, CONSTRUCTION LENDER or equipment or material) Reputed Construction Lender, if any. 1220 South Wright Street address of person or firm furnishing labor, services, City of rt .- �3300 /� ;y. .y, Santa Ana, California equipment or material) Newport Blvd Newport leach, California 92W has furnished or will furnish labor, services, equipment or materials of the following general description: concrete accessories L J (general description of the labor, services, equipment or material furnished or to be furnished) FOLD HERE for the building, structure or other work of improvement Q Sewage pump Item 929 locatedat: Avocado & Bayside Drive W(address or description of job site Corona Del Mar, California Nsufficient for identification) The name of the person or firm who contracted for the Epurchase of such labor, services, equipment or material is: OWNER or PUBLIC AGENCY Bob Lonaway Incorporated Ror Reputed Owner (on public work) (name and address of person or firm) (on private work) 1900 Rast ocean Suite 1114 (— Long Beach, ]California 90802 C O p L Iu City of Seaport Beach 3300 Newport Blvd Newport Beach, California 92660 Construction loan no. FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any known) An estimate of the total price of the labor, services, equipment or materials furnished or to be furnished is: JDollar amount must be furnishetl to construction lender - optional as to owner or contractor) Trust Funds to which Supplemental Fringe Benefits are Payable. (name) (address) (name) (address) (name) (address) (name) (address) (Material men not required to furnish the above) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the impralled property may be subject to mechanic's liens. Dated: Pearce Manes$ ljrrr AJ!0 branch Manager (sign ture�jr (title) Telephone Number ( 714 ) 558 -1201 This form (No. 594 Revisedl distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION - f2131382-7151 COUNTY OF ORANGE %s ROAD DEPARTMENT PRELIMINARY TESTS PRIOR MATERIAL TESTING SECTION lk TEST NO. C- 7,306 THRU TO AWARD OF CONTRACT. CONTROL TESTS ON MATERIALS RELATIVE COMPACTION CONTT NO.. W.O. �La� WI ACTUALLY ENTERING INTO WORKS. P.O.. AHFP • MATERIAL TESTED een mnr iM ✓Lt�sQ� Tics.. r D�REOPT ORTED 7- %s T I4 Q�7 AGENCY CJ &tC � - RESIDENT ENGINEER RNSPECTOR) OONTRACTOR V=0� SEND REPORT TO: i CONSTRUCTION PERMITS SU BDI'jV I�SION (�O_U TSI DE AGENCY DATE ` TESTED BV chi M Li�Q�:�/ DENSITY STD. COUNT- ` b MOISTURE STD. COUNT- IN PLACE DENSITY (NUCLEAR CALIF 231 -F 1 Y1,^I I3 LAB NO. C- 06 gGAUGE,p Z O SITE A- STREET I( MATERIAL STATION DIST. FROM ELEVATION PROBE DEPTH DENSITY COUNT TOTALCOUNT •AVG.COUNT DENSITY RATIO MOISTURE COUNT TOTALCOUNT AVG.COUNT MOISTURE RATIO WATER LBS./FT.3 • REMARKS: I.1% / /.00 /- /Afs&v /yfaz 2-w/et0 2,1i00 /p 00 /9'r5b 2.5%06 AREA RELATIVE COMPACTION MAXIMUM DENSITY AVERAGE AREA RC REQUIRED RC 90 95 AREA REJECTED ACCEPTED ❑ END OF MONTH BILLING RESIDENT ENGINEER (CITY ENGR.) BY MATERIALS ENGINEER F -1151 -126.2 RELATIVE,14:1:PA6T18.M ,(. ;: CALIFORVJA PRELIMINARY WTICE ����' IN ACCORD WITH SECTION 3097 AND 3098, CALIFORNIA L CODE - THIS IS NOT A LIEN, THIS IS NOTEF LECTION ON THE INTEGRITY OF ANY CON I TOR.OR SUBCONTRACTOR YOU ARE'HEREBY NOTIFIED THAT. . ftdergromd Shoring Specialists ORIGINAL CONTRACTOR or Reputed Contractor, if any (name) (address) (name) (address) (name) (address) (name) (address) (Material men not required to furnish the above) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. D ed: May 9. 1975 Vice -Pres. (sigma (title)_ 714 630 -4000 Telephone Number ( ) This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREOI.T ASSOCIATION - (213) 382 -7151 (name of person or firm furnishing labor, services, CONSTRUCTION LENDER or ... equipment or material) Reputed Construction Lender, if any., 2980 Z. GOcOlaadO (address of person or firm furnishing labor, services, -� Anaheim. Ca. 92806 CITY OF tG� equipment or ragerlaq _ 3300 Newpo AVe[#ya has furnished or will furnish labolh ices, equipment or materials of the following general description: Alms. Hyd. Shoring & Equip. (general description of the labor, services, equipment or material furnished Or to be furnished) FOLD HERE for the building, structure or otherwork of Improvement O Carnations & Bayside located at: W (address or description of job site Newport Beach. Ca. NThe sufficient for identification) name of the person or firm who contracted for the of such labor, services, equipment or material is: Epurchase OWNER or PUBLIC AGENCY Bebek Corporation Ror Reputed Owner (on public work) (name and address of person or firm) (on private work) 16706 ConatrMtion Way East F Irvine, Ca. 92705 C CITY OF NEWPORT BEACH 3300 Newport Blvd. An estimate of the total price of the labor, services, Q Newport Beach, Ca. 92660. equipment or materials or to be furnished is: I I burnished P ` J (Dollar amount must to construction tender - optional as to owner or contractor) Construction loan no. (if known) YTrust Funds to which Supplemental Fringe Benefits are FOLD HERE Payable' ORIGINAL CONTRACTOR or Reputed Contractor, if any (name) (address) (name) (address) (name) (address) (name) (address) (Material men not required to furnish the above) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. D ed: May 9. 1975 Vice -Pres. (sigma (title)_ 714 630 -4000 Telephone Number ( ) This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREOI.T ASSOCIATION - (213) 382 -7151 4 4jlpEBEK CORPORATION 11943 LA $ERNA DRIVE LA MiRADA, CALIF. 90638 to DAILY WORK REPORT 0., lob N,,. ig SAME L A A. Q. R... OcI,.pwioom NAME MATERIAL 4 Addi tiwq.l _,x EQUIPMENT R., I.-. T, 010.1k Jr Ae 10I j4c WeAe REMARKS: I h.,.6y o14I,. .:1.d,. B y I 4_1 0 0 444L CORPORATION 11943 LA SERNA DRIVE LA MIRADA, CALIF. 90638 ::ter Ow Jab No. �/ Cu1.tomoi c Ord., No. NAME NEW fl4Q'� Klee. occupWion NAME Nourly I,. Total R.- DAILY WORK REPORT Data _ �V - 3 0 19-24r i MATERIAL IQuanfiN Unit No. ON nounY,: 4`.� r ' . i 1 ne Irlle Repair Leave 'Description of Repairs iitional Time Time RlAnk T +ass:R:..' : [n'.;d' ? ^u ?"�k32�%5�%i`s1�'." s'S. .taL°"•. '�'•;. !.•f'. D,Nn ,. }' ' a 4 .F' e,- I hereby Acknowledge that the above • "--^..� "adtlitionel wo ;was performed ; +l,` BEBEK Col i- , r 1 lI Syr V!cif iR ay—Z—/All,�[' /l��' F7f.✓t+:1-0•m/ �� ✓BY' "FA.REMAN— .SUP..ERI.NTENDANT 1 $OEK CO. 16706 CONSTRUCTION WAY E. I DAILY WORK REPOitT . IRVINE, CA 92705 STATE LIC. #177769 Our Job No. Customer's Order, No._ Date -•�� % 79� %VF r .NAME /4J 2 �2 �• ?'� d-7 r= fi C ? LABOR Occupation NAME Hourly Total Job Time MATERIAL uartvtp Cont. Adtlittonel' Rate Hours Unit No. ON nounY,: 4`.� r ' . i 1 ne Irlle Repair Leave 'Description of Repairs iitional Time Time RlAnk T +ass:R:..' : [n'.;d' ? ^u ?"�k32�%5�%i`s1�'." s'S. .taL°"•. '�'•;. !.•f'. D,Nn ,. }' ' a 4 .F' e,- I hereby Acknowledge that the above • "--^..� "adtlitionel wo ;was performed ; +l,` BEBEK Col i- , r 1 lI Syr V!cif iR ay—Z—/All,�[' /l��' F7f.✓t+:1-0•m/ �� ✓BY' "FA.REMAN— .SUP..ERI.NTENDANT 1 I_.O,u.r.Job No. NAME Customer's Order No 19 Occupation NAME Hourly Rate Total Hour. Time ... antip Cont. C.nMATERIAL r' Addi:v:onnl onal Aj k. 1l Unit No. DESCRIPTION H u'My Rate Job Time —Idl. Time R-p.Ir Time Leave Blank Description of Repairs onal k. -Kl:MAKKS: j Z !,hereby acknowledge that the above addition k" was perfor.rned--- By F I FOREMAN — SUPERINTIENDANT B 'BEK C . 16706 CONSTRUCTION WAY.E. IRVINE, CA 92705 STATE LIC. #177769 Our Job No. ,, NAME j "'r Customer's Order No. - DAILY WORK REPORT Data V LABOR Occupation ' NAME E Hourly hate Total Hours_ Job Time MATERIAL Quantity -,' Cont. Additional 2 REMARKS: - ' ^•'R —ia i. J/✓ 7"� �+ %��fiy .?,CE c3 j' Cdi'e -T,- Ar e EQUIPMENT Unn No. DESCR IPT ON Hourly Job Time Idle Repair ' Leave. _ Description 01 Repairs .i Rate ' Cont. Adtlitionel Time Time Blank s - 1 hereby acknowledge that "additional wor was per By BEBEK CO 4Y ,...�_ . .. ... FO. MAN - SUPER INTENDANT 4 E 7 REMARKS: - ' ^•'R —ia i. J/✓ 7"� �+ %��fiy .?,CE c3 j' Cdi'e -T,- 1 hereby acknowledge that "additional wor was per By BEBEK CO 4Y ,...�_ . .. ... FO. MAN - SUPER INTENDANT 4 CITY JFEWPORT BEACH - PUBLIC WORKS D &TMENT „ , PROJECT: BAYSIDE DRIVE IMP MENTS PROGRESS PAYMENT REQUEST NO. i FOR PERIOD ENDING April 25, 1975 BUDGET NO. See Below CONTRACT NO. 1497 I NO. CONTRACT ITEM -CONTRACT PRICE PERCENT COMPLETE AMOUNT, EARNED 1. Clear and Grub 5000.00 LS go lu ��v --p ..vo 2. 4" A.C. Pavement 18.00 /Ton 3. 1" A.C. Pavement 18.00 /Ton 4. Aggregate Base 11.00 /Ton 5. Type A Curb and Gutter 6.00 /LF 6. 4" ,F.C.C. Side =walk 1.50 /SF 7. Res. Drive Approach 3.00 /SF 8. Comm'l Drive Approach 2.00 /SF 9. Concrete Block Wall 15.00 /LF 10. Adjust M.K. 200.00 EA 11. Adjust Meter Box 50.00 EA 12. 60" RCP 120.00 /LF 96 LF 11,520.00 13. 54" RCP 115.00 /LF 14. 48" RCP 110.00 /LF 15. 18" RCP 43,00/LF 16. 15" RCP 40.00 /LF 17. Manhole a2 1,600.00 /EA 18. Manhole #4 4,000.00 /EA 19. Connection Assy. 500,00 EA 20. Catch Basin 0 S 1,000.00 EA 21. Catch Basin OL -A 1,600.00 EA 22. Catch Basin OL 2,100.00 EA - 23. Concrete Collar 200.00 EA 24. Drainage Outlet "B" 2,000.00 EA p-a CITY 40NEWPORT BEACH - PUBLIC WORKS &RTMENT PROJECT: BAYSIDE DRIVE IMPROVEMENTS PROGRESS PAYMENT REQUEST NO. 1 FOR PERIOD ENDING April 25, 1975 BUDGET NO. See Below CONTRACT NO. 1497 IT M NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 25. Reconstruct S.D. Outlet $ 2,000.00 LS 26." PCC Encasement 100.00 /LF 27. 8" C.I.P. Etc. 2,000.00 LS 28. 8" V.C.P. 15.00 /LF 29. Sewage Pump Station 25,000.00 LS 30. ' 18" Water Main 33:,50/LF 31. 6" A.C.P. 15.00 /LF 32. 18" Butterfly Valve 2,000.00 EA I 33. 0�1 Gate Valve 700.00 EA 34. 6" Gate Valve 300.00 EA 35. 4" Gate Valve 400.00 EA 36. Reconnect Fire Hydrant 400.00 EA 37. Install Fire Hydrant 1;000.00 EA 38. Abandon Exist. Drain 3,000.00 LS 39. 13g Water Service 500.00 EA 40. 2" Water Service .700.00 EA 41. Guard Underground Const. 2,000.00-LS 10% 200.00 42. 8" A.C.P. 20.00 /LF 43. 8" Gate Valve 500.00 EA 17,720.00 CITY 0 NEWPORT BEACH - PUBLIC WORKS O #RTMENT 1/72 PROGRESS PAYMENT REQUEST NO. 1 FOR PERIOD ENDING Avril 25. 1975 PROJECT BAYSIDE DRIVE IMPROVEMENTS BUDGET NO. See Below CONTRACT NO. 1497 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE j COMPLETE EARNED i Budget Nos: 02- 3497 -008: $15,948.00 02- 5574 -013 19- 3322 -021 50- 9297 -004 Original Contract $388,680.50 Extras to Date Contract_ to Date Amount Earned 17,720.00 Less 10% Retention 1,772.00 Less Previous Payments Amount Due this Request 15,948.00 I hereby certify that the above amounts SIGPIED �Y�._�_i Send payment to: John Bebek Company 16706 Construction Way East Irvine, CA 92705 CVORNIA PRELIMINARY tW.ICE Section 1193, Code of Civil Procedure, and Section 4210, Government Code G / yf?? YOUR ATTENTION IS DIRECTED TO SECTION 1193(c) CALIFORNIA CODE OF CIVIL PROCEDURE WHICH REQUIRES US TO NOTIFY YOU "THAT IF BILLS ARE NOT PAID IN FULL FOR LABOR, SERVICES, EQUIPMENT OR MATERIALS FURNISHED, OR TO BE FURNISHED, THE IMPROVED PROPERTY (WHICH IS DESCRIBED HEREON) MAY BE SUBJECT TO MECHANICS' LIENS ". (THIS STATEMENT JS .APPLICABLE TO PRIVATE WORK ONLY.) TO: r OWNER OR REPUTED OWNER'! .. OR PUBLIC 3300 Newport Blvd. AGENCY YOU ARE HEREBY NOTIFIED THAT THE UNDER- SIGNED HAS FURNISHED OR WILL FURNISH: L_ Newport Beach, Ca. 92660 J Rental of John Deere JD450B SN144538 IDescnPLOn of Labor, Se—,e., Fw P,nent or At.w.Pls Furnished or to be Furnished) -i FOLD _ FOR THE BUILDING, STRUCTURE OR OTHER WORK OF IMPROVEMENT LOCATED AT: EXERKXI&MMIRMONX JOBSITE - CARNATION E BAYSIDE IN NEWPORT BEACH. CITY OF NEWPORT BEACH (Address or Des,,,vmn of the lobsite SoEicent for Idemifimuon) THE NAME AND ADDRESS OF THE PERSON WHO CONTRACTED FOR THE PURCHASE OF SUCH LABOR, SERVICES, EQUIPMENT OR MATERIAL IS NAME BEBEK CORPORATION ADDRESS 16706 Construction Way West Santa Ana, Ca. 92704 TO: r ORIGINAL CONTRACTOR BEBEK CORPORATION OR REPUTED CONTRACTOR 16706 Construction Way West L Santa Ana, Ca. 92704 J DATED _ —April 40 1975+ --p. FOLD (Nome of Person or Firm or ADDRESS 1830 E. Warner Avenue CITY BSTATE Santa Ana, Ca. 92705 TO: r CONSTRUCTION LENDER OR CITY OF NEWPORT BEACH REPUTED ATTN: CITY CLERK CONSTRUCTION 3300 Newport Blvd. NOTICE TO CONSTRUCTION LENDER ONLY: LENDER Estimated total price aff,.the tabor, services, equip - L Newport Beach, Ca. 92660 J ment or materials L)escribed hereon: $1.300.00h O LENDER'S COPY. Fesc CALF NA A RY� T' C. ._E iljl IN ACCORDANCE A 5EITION 1 CALIFORNIA CODE OF EyeIM � PROCEDURE ,Q SECTIUN 4 `CALIFORNIA OVERNMENT ' C00 (EFFECTIVE THROUGH DECEMBER 31, 1970) AND IN ACCORDANCE WITH SECTION 3097 AND 098, 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 FOLD HERE O W N E OWNER or Ror Reputed Owner (on private work) F N34ye Cow%it Corporation (name of persor, or firm furnishing labor, services, equip- !. O. Bas 939 ment or material) Corona. California 91720 (address of person or firm furnishing labor, services, equip ment or material) has furnished or will furnish labor, services, equipment or materials of the following general description: 13" to 60" yoinforced concrete Pipe (general description of the labor, services, equipment or material furnished or to be furnished) for the building, structure or other work of improvement PUBLIC AGENCY located at:� n Dr-4t. !tort Drai (address or description of lob site (on public work) t sufficient for identification) C City of Bwport Bomb 3000 Owport Blvd. O wsaport Beech, California 92660 p L Construction loan no Y FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any F Beak co. 16M Cwatmtioa way Bpt Irsiw, Calitrais 92704 L The name of the person or firm who contracted for the pur- chase of such labor, services, equipment or material is: Babak Co. (name and address of person or firm) A 16706 Cmatraetion way Bast (if known) Inim, Csllforaia 92704 J An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: (Dollar amount must be furnished to construction lender optional as to owner or contractor) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved property may be subject to mechanic's liens. Dated: 6_1z fV%5` (signature) Telephone Number( 71�/ ) %J�. -1 NsN1 y This form (No. 594 Revised) distributed through BUILDING MATERIAL DEALERS CREDIT ASSOCIATION. (211T'182 -7151 i I' I L E N CALIFORNIA _ PRELIMINARYII�9TICE THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR IN COMPLIANCE WITH THE MECHANICS LIEN LAWS OF THIS STATE YOU ARE HEREBY NOTIFIED THAT .. . CONSTRUCTION LENDER or .. Reputed Construction Lender, if any. µms... p City Of Newport Beach City Hall E Newport Beach, Ca. 92660 R' O OWNER or or Reputed Owner P(on private work) Y PUBLIC 'AGENCY (on public work) a J Construction loan no. (if known) FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any 1 I€sia'�inj<tets Beii Ecuiv. Rentals (name of pergn or firm furnishing labor, services, equip - 761h Warn 2y Ave - '-melt or material) Huntington Aah Ca 926!±7 ' (addrasc of person or firm furnishing, jabot, services; equip ment or material has, furnished or will furnish labor, services, equipment or materials of the following general description: dental Equipment (general description of the labor, services, equipment or material furnished or to be furnished) for the building, structure or other work of improvement located at, to t7 Bay s fe da D4,`i (address or description of job site Nwtirnnrt Rwaeh ' - suffrcient for identification) . The name of the person or firm who contracted for the pur- chase of siuch labor, services, equipment or material is: ('.wnwral Drilltn,g Fe Dwvatarin, (name and addreu of person or firm) 1777 Indiana St*. Los knelsliiii;C . An estimate of the total price of the labor, services, equip- ment or materials furnished or to be furnished is: $� nnn nn (Dollar amount must be furnished to cons*Wion lender - optianal 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. Bated: = Anri l 12;6 197K Nfit?Previ V Born "cr�ezditrNi nwger Telephone Number 72-4 edit` `8112 -7"65 a _ _ ,r r. NOTICE to Owner '. "Reputed Owner,-to the Ongina hiracb Construe +ion Lender �i{r.any) in accordance ►Y40: >r and to the. a `Private Work ;of Cons }rue }ion) sec }yon. 3$97 of the California Civ de; 0' :IPublic Work of s }Tuc}ronf aec +ion,3098 of the California Civil TO: 'City of N Address: 3000 N ph19..0. Bebek Co. Address Y' 16706 'Con wport Beach -(Nome of erner; mpeted owno•or rt Blvd., Newport'B dreq. as ;F 7 on building,pennih It not (Name (a! arlgiaal contra t. Wav East ":Irvine ch r LD ,tent D )ept, OR 13 anvanss m mpm., wnrramor; , .n poros m )vv seer AND TO: Robert B.- `Longway advises that no lender is involved. (Name of construction leader if any) - Address: (Address of csmstructirJender; If uaknown, address of job site) ' You are hereby notified lhar UWNGSTON- GRAHAM (Name of person or firm "' nlshiag labor, serric., material or.qui;,MO) located at ''5500'N0. PECK'RD.. EL MONTE, CALIFORNIA 91734 (Ad refs of person or firm f.rn 'ag. labor ser,ico, materials or .q.ipmant) has /will furnish(ed) labor, service, materials or equipment of the - following. general description Ready mixed :concrete with the estimated total value of '(Construction lenders copy only) . for the building, structure or other work of improvement located at Bayside.Dr. Street —Storm Dr. =Sewer & Water Impvts,Bayside Dr. to Marguerite Ave., Newport Bewahofiob sit.) The name of the person who contracted for the purchase of such labor, service; materials or equipment is Robert Be Longway, 1900 E. Ocean, Ste 1:114, L.B. 90802 Dated 4/8/75 Byr� (Date d.li..r.d or mallttd) 5500 NO. PECK RD. - (Address) EL MONTE. CALIFORNIA 91734, NOTICE TO PAYOR: "Under the Mechanics' Lien Law (Section 7018, California Business and Profes- sion Code) any contractor, subcontractor, laborer, supplier.or other person who :hgtps ;;improve your property but is not paid for his work or supplies, has a right to enforce .a I clgtm agairiW your property. This means that, after a court hearing, your property'could be soWd by a court officer and the proceeds of the .sale used to. satisfy the, indebtedness. This can. happen even if you have paid your own con - tractor,-in`full, if *Ae subcontractor, laborer, or supplier remains unpaid." Legal Notice Prerequ To Filing Claim Of Lien r RE 1g8N8TRU61 OJEM 1. .. , fE i „ mod M3:Y! And /Or Stop Notice Preliminary Notice (Noma 0r Description Of Project) C==MU St bait W Per Section °3097 of Siate of California CMI Code eu foot And Tract No.) Q for Use By Sub- Contractors; Mater(a(men- SoppNara: '0rb'Aitac[s1 Engineers; and a - (Tract/Subdivision Boundaries) V Other Non - Contractor Claimants On PUBLIC or PRIVATE. Cbpgtruction Projects. ____ _. TO: LENDER (Or Reputed Lender) OF CONSTRUCTION FUNDS Of Any) I I Name Street — city L J Note: If address of above parry is not known, JOB SITE ADDRESS may be substituted an second and third lines above. If name of leader is net known, you may substitute the words "ODNSTROCTION LEADER" on first line. Extarsat. ra Sac. 3097, Calif. Civil Code - (i) Tiiieprovisions of this section shall TO: ❑ OWNER (Or Reputed Owner) I&PUBIL11C AGENCY, not apply to any public work which is sub - (On Private Work) (0n Public Work) ject to the notice provisions of Section 4210 of the Government Code. Name rityofK "To Street 23W NepililDill 31 City DI�?OTt . a anfo nib - — L* * * * As * as A ay . . 9 * All ..J Note: If address of above parry is not known, 108 SITE ADDRESS may be substituted on second and third tines above. If name of Made is not knew.. you may, substitute the wean "OWNEN•• re first tin. en fiester work ante. OTO: ORIGINAL ( "General') CONTRACTOR (Or Reputed Contractor) (If Any), Name Bel 60r -pens fO Street 16706 Covet:— set;oo iliW -_Ust city 1xvin6, CAM fo=4_jgi 927 05 J Note: If address of above Party is not known. JOB 817E ADDRESS may be substituted on "send and third lines above. It namo of mig)ual contractor is not known, you coq substitute the words "BEREML CONTRACTOR" on first line. The name of the LEGAL ERTITT (i.e. person, partnership. cmpontion, sub - contractor) who CONTRACTED for the 9PURCNASE of such labor. services, equipment or material is: ( ) same as ORIGINAL CONTRACTOR named above; OR: Rebek A=PO3Mti*U ` Above named parties are informed Net claimant named beIM has furnished (or will furnish) labor, services. equipment or material for buildings, structures or other works of improvement to project named above of following general description: Protest the owner or public agency from obligation for any Payments beyond agreed construction contract terms: E To nd OO innum the claimant below of full payment of all moneys due him on this project, the above named parties ere hereby notified that if changes for above named labor, services, equipment or materials furnished or to be furnished are net Paid for in full, the improved property referred to above may be subject to mechanics' liens (per Section 1181, et call. of the California Code of Civil Procedure) and construction funds are subject to "stop notice" action (Per Section 1190.1, California Coda of Civil Procedure). FIAIMANT: Name john A. Awta"Vich- e Street 16200 Sor, At &la�tir Ere City niR 90771 By �- (Claimant Or Authorised Agent Sign there) . I ] (City) OR [ ] (County) Excerpts From Sec. 3097, California Civil Code 3097. (a) Except one under direct contract with the owner or one performing actual labor for wages, every parson whe furnishes labor, service, equipment m material for which a lien otherwise can be claimed under this chapter, or for which a notice to withhold Co. otherwise be given under this chapter, shall, as a necessary prerequisite to the validity of any claim of lien and of the +mNce to withhold. cause to be given to the owner or reputed owner, to the original contractor or reputed contractor, and to the construc lion lender, N any, or to the reputed construction lender, if any, a written preliminary notice as pre. scribed by this section.' - (b) All persons having a direct contract with the owner, except the contractor or one performing actual labor for wages. who furnish labor, service, equip- ment, or material for which alien otherwise can be claimed under this chapter, or for which a notice to withhold can otherwise be given under this chapter, shall, as a necessary prerequisite to the validity of any claim of lien and of the notice t withhold now to be given to the construction' Insider, if any, or to the reputed construction lender, if any, a written preliminary notice as prescribed by subdivision (C) of this section, (c) The preliminary notice referred to in sub. divisions (e) and (b) above shall be given not later then 20 days after the claimant has first furnished labor, services, equipment, or materials to the jobsite and shall captain the following information: I The name of the person who contracted for our- , ass of such labor. services, equipment or materials. A general description of the labor, service equip. rat or materials furnished, or to be furnished and if era is a construction lender, he shall be furnished ith en estimate of the fatal price thereof in addition to the foregoing. A statement that if bills are not paid in full for i bor, services. equipment or materials furnished, or to e furnished, the improved property may be subject to The name and address of such person furnishing uch labor, services, equipment or materials. A descsiption of jobsite sufficient for identification. If such notice is given by a subcontractor who i required pursuant to a collective bargaining agreement to pay supplemental fringe benefits into an express f express trust fund, such notice shall also contain Na ideniry and address of such trust fund or "funds." (List here:) A certificated architect, registered engineer. build. ing Interior, land surveyor, or landscape architect, acting under a license or registration law of this stab, who has furnished services for the design of the work of improvement, and who gives a Preliminary mutt as provided, in this section not later than 20 days after the work of improvement has commenced, shall be deemed to have Compiled with subdivisions (a) and (b) of this section with respect to architectural services furnished or to be furnished. (d) If labor, ssrvice, equipment, or materials have bean furnished to • jobsite by a person who elected not to give a preliminary notice as provided in sub. division (a) m (b); such Person shell not be precluded from giving a preliminary notice not later then 20 days after furnishing other labor, service. equipment. or materials to the same jobsite; provided, however, that such person shelf be entitled to claim a lien and a notice to withheld only for such labor, service, equipment. or material furnished within 20 days prior to service of such notice and any time thereafter. (a) Any agreement made or entered into by an owner whereby the owner agrees to wain the rights or privileges conferred upon him by this section shall be said and of no effect. (h) Where the contract price to be paid to any subcontractor on ,a particular work of improvement exceeds four hundred dollars ($400), the failure of that comments, licensed under Chapter 9 (commenting with section 7000) of Division 3 of the Business and Professions Coda, .to give the notice provided for in tbte•..eeatiep "confilules. ground. for disciplinary action by the Registrar of Contractors. 6) It there Is no known construction lender, thel fad sbell be noted in such designated space. Any failure to Indieata.Nre name and address of the I 1 Rive to such construcion lender coo BIN FORM 105A — (0 1967 By ,BUILDING NEWS, INC., 3IM- Gverldud.Avenue, LOS Angeles, California 90034 — (213) 870 -9871 r. W 0 Rat i O' V z I� V \ -J C -1497 See Contract File for Bayside Drive Project Diagrams te IRTI 0 Q S© . \-- — 1. -.1--4.4— or A IS (o 1 -1.-1, 1 : 0 3. All `6�eel WCLUCA 4- )OS 4-' V%N 14 -4, TE 4-(o i5, 113 13 S, tt -71 < --'Z::> "Z7 x.1 < V� "0 % 1; 4�0 A(. x} 14. 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IV ' p • • m Fit'• Fop'- a aH ' O o a ®H n to p m M a m W rr �� It r°+ m rt O w ^ - .Qw m CD . a O �m. p • Z M ro p. n u• m C-o w a F- O n m O Y M n 14 °n :3 ro q� G p p p H O R n p IT d H 0 tl i[4 w O b H . r rn D r Z. N I0, (D n N F� A o rt tD .I R fD ' i 4 I . "HE MAR 3 1175 REL MAR 2 4 1915. I , w O M ,P v I,. i. .513, ... o a..wb ....on ...... w....a,. _e.. _.... _.._ _. ., . -.. • y y b W W b b k kJ N N 7 7o O O o3 r ro m m r r vyi R+ O O n H H t tT O n t tj O � �N a x o x o ko . � �. U R R. A H H � � __4 o o r r A N N � n �. a o rt tD .I R fD ' i 4 I . "HE MAR 3 1175 REL MAR 2 4 1915. I , w O M ,P v I,. i. .513, ... o a..wb ....on ...... w....a,. _e.. _.... _.._ _. ., . -.. R fD ' i 4 I . "HE MAR 3 1175 REL MAR 2 4 1915. I , w O M ,P v I,. i. .513, ... o a..wb ....on ...... w....a,. _e.. _.... _.._ _. ., . -.. "HE MAR 3 1175 REL MAR 2 4 1915. I , w O M ,P v I,. i. .513, ... o a..wb ....on ...... w....a,. _e.. _.... _.._ _. ., . -.. 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M roH(D ro o O w WW N ro art M 'a @ 0 H S'r w w N H W rt r+ O�l a @ H rt rt t7 H• N N W trt••• X n (ND N• N tt-� O � , n , � X rt @ .% �°-� Fo-' , ai It U) C 0 O .PO Wx n ro H n (1MO � �' '.3 A ro(D t3 �'o N H W W ' w w rt N (D @ H• rt N N W @ H H t9 n H th th x rt "rt N G w H o o O' • ]r H. � a w w [ ro@ w a ro rt O p r rt C n n O p n O O r O (D (D (D C (9 1•+ H• . In CY H Q' @ .Y n o w H H t" N ' N (nD ro LL � N N rn p, n LA k H @ H O W (D d K7 ro to . tY .5.' w 5' . P. H. O W M Hi ro • N o (D 0 w o 1A £ C • O n N @ n 0 Al O O t9 c M In t•h n @ X. @@ H• H(D W 0 H H to X m £ H• N p ro w w @.. A P. A (D (ft W n n W rt w�H• o n ro (A N �H. off. re r� t)' @ o mmrt � a' r o m I H < w pry rt @ o rt . (z w rt rt H. 'J' H O @ H • (D H ^-0 @ N W ' to n 7. . r tt W N @ N @ - rt n @ H• n •w Al tq w £ H a H £ tt o (D n @ rt 4G r. H 70 ft 0 to P. ¢' (n l h H w m (D 47 trot o. N rot ro < ((DD rt PJ H- W .�� . ::s @ rt @ • Lq rh P. a .. O @ O LL p, n a -.0 rh X o of art ' 1 @. In H• rt d @ P. H- • , . . rt . Al @ P R. w 0 p' (D r. r•� o £ (D o ww Pi to n: • •. • , H a0 nr m' . t ro t(Dtwt n :J A•� o m� @ W@' r•£ M y n P. N rt 0. p £ (D @ 'J W (D t 3W:I. . . (D o mP. �� N Sao Ut . it o b •@ rt w rt 1+ s T a A tt o w '.. (� D o @ Tn n £ H _ r�� G n \� (t 0 n 51 rt th + z a o (D trot tot � O z£ d 0 _ N+ H (D rt • o� w 0 rt 000 0 rt rt � V (D 0 Q v U• R°, b. ' W ' rt rt rt @. N m @ a •@ m 0 x 1, J ° O o ti Iw-• O H 1 £ (D •rH 0 [t �' P. ] rt tYH� ➢➢ 4 to rt ' N `� @ �' ton H. o t L tw• _ r (D 0 rt M REL MAR 2 4 1975 wg PRE MAR 3 1975 RE! MAR 2 4 1975 NUM. 1'I I'11. UTAMhI'i:li n OD w � , � �, "Ii�ii•is1ED � 0 clrrs x c r 4 m m r' O ,d PIPE DESIGN PRESSURE v H ` n m z 0 ❑ID ITIM ld NUMBER -1 -•� * H = O o m x y V ro APPROX. m "'^ L n, I FOOTAGE z - • — - -� m m m z N SOCKET D Z m D x DEPTH W r C Z m D m o NOM. x LINING n m O f] P' m THICKNESS C D r p 1 H NOM. :P -p x COATING r 0z - THICKNESS Z nPu °� SPIGOT END p V ' N COATING m `p' I x HOLDBACK z P ' OVERALL 'V LGTEi.STD. m > t 7 LO. OF PIPE Q PIPE D . Wp o. •° .' 2 m H OUTSIDE •N1 _ - \ x DIAMETER G7 m �� a 0.0. OF CYL. G •:. - i m a v Ell ® n up 0 O n nDn+ o m a Nm �i WALL y •i l l IMleWa lenm•uul u•• wn.,.:. a�. ��.___._. ...__.'— "'---- -- __�...._._.._.� J , J O O 9 © A ® ® O © ) I' CONTRACT DRAWING REFERENCE PIPE 512E TYPE AND CLASS I _ '°J Wg O.PX IOyA pSW4p CML✓�GM Ci _ JOINT DCTA1L)1 REFCRCNCE/ 3 w D -{ (� DO D L ( N Z Cd n i� 0 V V o O 0 0 v o C i 0 o ( o zIn OD U L m H J7 (A D Q A f m O P - N '1 0-1 v JZ N •w VIDj VI ( IA V1 � m U i Z a F -0 "D .•�:� i rn d N o < 3. D hex �• A � D$Y• C S C Q Y�USf Z Xa x r r R m Z r N A� O I N Hl m JWp 00 - 001 6�O -- P r -Q '0 o '0 IS Z �6 jj pAp S� =lP ,Oa L DIST. and 00 lD l9 i` �� f p N D D O •� N It I L r O 0 m N .P Y 0 1rl a Z D aIR8G�1oN Z 9 ry v v `vip �j d D w �� W w W w (A W ;+ w w w 0-4 w w + Q Cp m w Off' J J J �(A J J J ++ P U •`V d �A m + + +- + + + + + + I/ o + + (tl N N 1) O m w % y Ln I`• ID [j y Z rj lC7J y C !J F w q �Q O J J r J . 10 PIS w ;1 3 N 0 �J w w a o, c H = S J V` c Mr •` N y N N r Cm �@@ Z • �0 a -1 o (I N i- W x Am N 1 CC Zm .. r r� r0 r o J ` I a r -1� -+� X11 Z Z N F S A m m P y 0C m = I o n �.: W u �Qi N (Hjl J H F+ H Z O -DI D Q'� �I�pI• P 01' P' v y Z I] o Jr Y J V O' (T (Pil N a o m Aau � o .d 1 Nzr 00 V62. 'I 8 - S `� y 0 mym (� ' vim,.. J O O I ' CONTRACT Ij: '] op 1� _ DRAWING r REFERENCE PIPE SIZE TYPE D CLASS �9 T1•o.b J(l�Jo1..4.1 P°�WLj7 C�1.Al��GMG I JOINT OETAI111 { REFERENCE/ m� ti 3 F p r F ^c wZ o� $ s $ a - CD C -1 0 0 9n . p m J 1 100 1 10 o N Q m .oz + D D N .-4 u - V V O $' £ f f f z r z N In N N fA (A O N -u v _ In v In N O 3_ O 1 1 I O n p C: c f r 2 m 1- r, 6) o F r r r aP V z c- r r r 0 1 c c r z Q d S! 10 r ' ' N IO WF •Dj NN. U 0 _VV 40 p _- Vhf (11 WF d .� WF •O O Ir•1 V a It 1� .0 0 •0 0 iF o1 3T. >� �ipD� r 8 D Z Q4 Al i _ O C Gj 14 PIF E . C o c z x °� _W N Y. o zogc+ �;z K a T m > v p D z z ; < C \ F ©A pZ pT v v '0 F tau fT •(� �� O ? W W a� W W W W W W W IF W W W +} N N OI N N F F F <. F .l` L n + + + o +. + + + + + + + + + + + r N - r SD 1I F t o o O'• a N jj .7 CC Cc M Q � S+ .O � W m J 0: N W O W N •0 W zn F o W N OLo s+ J' N) !� .. W m W- VI N r• W ny N J O orz 1^� �e A r C CM r V F.V e Am W b• �.Li- VI 1 ¢ 3 e! ...D N m m f D D f♦) '0 Z a C n > ." N N N N N W •O o F P OI o 2 m P ••O o N N •O O Z N !n 2 g0ro., `< n ..• ca T N f -A 1 .J vvooAae .u0096 .,AU, .,,.,.,...,., • J O O J J O O J ) R 3 1975 _ — - . RREMkl.= ---� �.•, eRELKMA_g 2 4 1915 1E". `.'i�ei�#?$Tn!':$"._•�e""''°' ;.. � " " � "tlf"._'. .t. s".'::'... -f;._ �.ea '....,- 1L'_`•°%r:. r--- •n.�r -• �;_ -r A�D CD TR E,}r '70E-05. I �4r IS 0 Vl - 1 NGT RPIPE CE_ PIPE 512E TYPE AND CLASS I �'�g Or X 10e.4 f�*W1R GNiL�Gh.iCi 1, INT M AIL) Ij- T to l REFERENCE/ In mD K 3 W y N Z 2 C D 0 2 ` o Ci 9 i p D Zm pm D F P ,+ A W F U- 0- / D T i OZ C7 'J 0 Z _ ° F E ° N ZE d 'U -0 -0 V (4 x LA O O o o A £ 0 C 9 i D k -4 rq r ?� d z o r � m mnC w 1 1 Film > o 0 In g Am oQ -- 6o DO 6a � 1AD� D n D •w r 0 z / Z pnlA LAY sn m r D c c +l �► --(V(- i k i 0 A 2 m Z i W V 0 3 r P QQ d s W 0 d O S Q O 9n 8 n O J 0C o D r: oD N ca 1. ,9 {° 61_ P is c z m C 9 C � J ~ W my r V ' N F n n 2 m v m %Q Z s r 0$0C r <0 <O I W W W (A 1111/ F A I� a . Z �-• P r -4 a J• o U N S O. Q W < g D6 0 1-ro- L a _ I I id R 3 1975 _ — - . RREMkl.= ---� �.•, eRELKMA_g 2 4 1915 1E". `.'i�ei�#?$Tn!':$"._•�e""''°' ;.. � " " � "tlf"._'. .t. s".'::'... -f;._ �.ea '....,- 1L'_`•°%r:. r--- •n.�r -• �;_ -r A�D 0 WadVl a J > > J . MAR 24 IS75 CONTRACT CIF- I� �. DRAWING I�TI —I�—II REFERENCE_ PIPE SIZE TYPE AND CLASS I°i �B golf IO C..e. F`Q�W 7T cMV CMG (f01NTDETAILl REFERENCE W t i m 9 O . > i '� ., g r 0 m C .pp F- A o p y p 0 N �Z oo =� R N C i i O zm 1 0 O 90 .+ r N N. N N o N w YE Np i pm o z D } 7' \ O r+ I+ I+ ✓ I+ D 41 -+ v v v r v v v IA VI N V. In N N I/1 0 0 f °^ V - V V Ni -0 _0 z V F < C C C r-IFDD A y 0 -4 m + m 1 17 ^ -4 r, p U[ V o z r r�. r r r r , r 0 J' ox ao p - r-1pDo n C DIST. Q N N JJ as J.l NN 0 0 (,p 9 0 p p fp ii n l al $ D c 6 QW q ➢ s 0 Jy W O[ i c iO E c F �o M m '� <f D �� , o ,go v m a gz0 x E D L.aY . Q m0 2 I., vIiG�Tlc1.j Ia• < ^ ^ ^ V v v �9vo 9' a 7 ovz M M M PN Z M FI EE�77/ d ro w+ w w w u N N ++o. N N' N N N NCO N N o o ro Ulm 1010 10 ID m w+ w w y1 =p S + + + + + + +' 0 ++ + + + +r + + 7 N P P N A J. y N 0, w N DI l O a- F (11 N N 0' P J J P �{ 0• p F F ' 0• p. (n . (n r~ c�c IIIIJJJJ .OI P m Ln w Ln P, I C,- u w. w D) N m P 03 VI N ol T 10 q fipJ' 9 oc zr ., .. .. m II ^ a P o N N o 1� it CM 06 0 F r l O11 !gyp r+ p i� F O In 6` (jL�• • I D Z v Z m r ,y ,y n C N n C .v r 'i -1 -1 ED V V w V -1 1 F n > n -O o 61 S W J J J J 1�al N a J N W 8 U S 0 W _ o t9 >o z i 10 E 0 z- mom 6,2 V I� �W WN0 �. . MAR 24 IS75 wDDedD.a"m•unlu•.•on • _ tl CONTRACT DRAWING Ir —I�11 REFERENCE SI SIZE PIPE E512E IT TYPE AND CLASS L I99b " °•P >K Ioa.A PSi•V'-,P CMI./crMG _ IC7 'JOINT DETPILl REFERENCE y m m {p 3 o } y a ri i i - - c y y 9 zm �u U 4 u 4 U m 111 P J PD .D o - U .+ F D A f OZ N N z CIO r r r r r r r + D O N -1 -0 -0 -0 -0 U V - - U 'a V (.� 0 N 0 IA (A N N In N N IA u' Z IA 0 ILA U1 VI VI N N AE N ME m �• O '0 V Vk -0 N -0 In V IA -0 VI -0 N U VI V N -u N _ N C O A A = ] Al � m3 1' -4 -1 •-I O U C Y r g C K z0 rn N N S 2 rpN� C v 1Y It W - In $' iiQl 'QI t�l 9 n f m D N Z Q r L V r' - u% YY p O : 0 u O H n JW 0v+ W If to �0 OD- �� - mO oo Do o0 00 DIST. IJ J O J O O O O n O O M. a sN Z c c 0 9 0 _ _ 0 D i . 0 D I °% --Z A z 0 V < m f ® a O° z s CS P DN IP 9 AP d UO o Z N N N rN N N N P N N N N N N J J + P P D P V N N OU ,y ` x(nj C�d + + + + + + + + + + + + + + + m N (P o w 0) O N %p D FN u F DU N . I o O O u u J u r u� ur . r o o Io r .u- ["J]EffyfIIJJ'I 11' y .• a �c a Mr (- A!- � F FNO• If o Fr o u Ol N N • F A N C it m zm , I .` r nONi nor r r r r r L W -1 C Z r C Z-4 -1 -i -I -1 -1 m , N (� Z m o s A r -Q L n" 0 mm N N (A N N N GI N N N N F F VI UI P P P J n iy T 2 D O. N N u r P N J o N N Ou r V > Z N U o 0 N .O J F r Op D N :F m+ OZr 0 Or.�N OCL uu La l H Z imo WS AZ R y d• y 0 �.Or PJ m. , tl WeIMtN roes .uw u•.ron •� +.� �• _. I 1 tF� CONTRACT �� I o 'f I3 _ DRAW NG -- - REFERENCE PIKE SIZE fl- Imo~' Ir—II If— f— I— It_t1_It" T ° CLASS I9 �'�.• °•D+�Io�• FSWaP - GML• /cMc IJOINT DETAIL) REFERENCE/ m p > roD 3 o. 8 8 sp o 8 F 1 V O ° 0 Zm pn O011 �{�p (A w W F� � p Do F £ mZ D N N Z 6 !P r r + > n + -1 P y N �. ',l f V1 0 9 (n fE ( (A IA M IA ' 2 �1 s :E N X N N N Op N X V n N 9 A V In V In p In V In 0 O r \ N C a za o F r -A C> a m n e • • n N N Mm i D O p S p :,pt r Ql S A0Tim NN 1 ,f _0 Nm ADS PO }P ID Gip 00 00 0o OO .os F.F 00 6�S VIiS C %D %o N d• p. JJ S p P W V m e 8.8 o o a o W3 A T a• O 8 0. Vr ,0` • Z GIST. N p -_ - y : o A. 6� v r 1�3D� r n n °O.o • Z z isv q I Z h. (.'srl•r go OIRi,o1V F 7 m < 1 ` o m I Y= n D S y Z p \� 3 ,•,11,� 1Z1pp G z f 1O 0 N, P N tl N 130 N NN N N CA N N N NN + N + + + + + + + J + J + + c L d cO N � RR P� co CD O ry 0) W w r 6� N `I � < V •" 6J F F F F F F N N 01 zr Dm D : �(� �• zC), ••O,o \¶ -I!- vL[ nl J �1 CM Mm (ILI \ ffSS 11 n 1 P Ln ?r. 9 v N F T> II S TI P L Z9 [ r DO N J J (P N N N N N (P D1 N °u O > J J J v J Of Oa m m 01 ,0 N Z a Z N •i� pn .0 0 N P J w w S `� y p 0 o o F W N F W O P o0 02r OCR — N a 0 0 (P O ice• I 1 tF� NBBIOB rower .Illunwrfr CONTRACT I Gr4T•%ers 1 0 DRAWING I^ PRE MAR 3 1975 REL MAR 2 4 1975 . 1 .. r CONTRACT I Gr4T•%ers 1 0 DRAWING I^ REFERENCE PIPE 512E TYPE AND CLASS C.M1� /G�IC I9 i'a GCAX Ib �•+Q•., yF�-e*q6P (JOINTDETAIL1 REFERENCE/ / m -I N y 3 D r P P $ $ p P $ p P p Z o" DE 8 8 8 $ 8 & 8 9 J 8 U C - 0 O D Zm ON Q FWD o 0 N F A U• JD u D M F 0z •- z o — — .. .• .. .. .. .- •- 1' +' D O o y 'u 7) 'O V -0 -0 V -V -0 (n.0 N 0 IA In In In (n rn In N N N N - (n n to N F (Q N -u -u 'O -0 - -u V N II. II 3 D 0 A N} r 1 i N v z z 0 a � a �• a a c 1A Do D N lQ O J • u u li) nEy In ,ICS r r.• - 2 y OF OF aN' -� .UF AlN OF OF � Nm 00 WV .DO +OO .0o �© DIST. s D Q -Di z o • C R .. - z pt�PU�1 ^ na n z ^ n Z 2Pj + O I.l N' y N N N N N •0 10 1+ CD �' o O o O + + + + + p� m : m 'D 1010 In + J + + + + + + + + + + m J E N 01 F O J P N o0 0) F O III J N VI O N DI J N N 1010 -N - N N D S J . J J J o 61 jj�{ J N J o j J J J N U N F N u F L • 1{I V OC m ^ ° : : T. >:r Cr N N) N. Mm 9 IA' 7p A A [ D J -/ Fz A 1:v1 m i[ n 9 vo r m- a•� D y o o' N N F F tr V •+ U W N A W J a O J u• J U (I o > A Z Ql 0 U ° J F N' N +O J P U ° O a x O Q .00- • m Z ,Zr tnv V �S '�o•cn n-1 4 @ Ill JOr rn •_ PRE MAR 3 1975 REL MAR 2 4 1975 . 1 .. r I. vv"we JwNKaa J O O O O O © O O J PRE MAR 3 1915 RED MAR 2 A 1915 CONTRACT DRAWING REFERENCE_ —PIPE T AND 1c) 4q X Ie�Ga. 1"F.,K14P cML.- �CII{C ' CL CLASS _ _'O JOINT DET AIL FEFENEMEI ym _ Y D f_ coH N Z Ira { 2~ O J 0 C F i 0 Z m ' O O D j��t 1j� ID o r N' W a m W D A f mz Y N Z OO Y Y Y Y Y + Lt D O Z 6. X L - s -u '0 _0 'o 110 m La n a V N/ V 1 V -1 -4 ' c J S 2 O A ,�p -A1 C o V o FF C pY C i Q� i Mr R S III p 0 1P v N N N Sp F o 00 Y N Ii N �•Do N pp O F O F (AA •Do Nm 00 NQI :0;� .00 dN +y .Do .Do • n T� P J (�� tDp 8 .no NN N JJ @ 61 •D •� •0� '1 Q' @W 0- •DO .Do DIST. 'J,.� _ `* .,^. .o N -' •0 0 - r R m 0 i� fP Ldy z �1 N I � i Z PRZV- cTla`1 Z z 8 c �� >. m m < O SJ 111 o T � .00 O •` __ZQQ Z O 'i✓ O 3 M 6, I I z III ; n F � � 4- J P P P 01 P P N N 0 F + + J • ' + + + + + + + + + + + d w =+ T '1 U 10 J J N U D N Y J lJ d D v 0 W J F 8 r L" U .10 U F F a J D, •D �[j oc m r tT Y it C 'm N O N Y Y is UL F- m N- r Mm Z f J ..• y = m V -1 -1 -4 -1 a F N m V p 2 z nm T r M- n T1 L o <O P p P P n P 01 10 J J J a .p .D F LO O 7 0 M o OI y U to N O l Y Y Y to N N s0 Z v N° O D00 (11� .D NWW N lN1I N PRE MAR 3 1915 RED MAR 2 A 1915 0 w,d bD i PRE MAR 3 1975 REL MAR 2 A 1975 . -1 CONTRACT ('^+ _ DRAWING •" REFERENCE_ ' I PIPE 512E —rI TI TYPE AND CLASS • 191 JOINT DETAILI REFERENCE i mo i .. n r d O z ME Q Q p Q Q g •° O i-1 ° C p 1 v y zm O .O D D P P S P Oo 10 J A J J ' A m F N T J m 10 o N W D m i z DO O 1+ N z r r r r .+ 1+ I-• J -1 '0 V -0 -0 -0 "D . o O. N N N N N V1 N w IA N Z ZE In 0 N l0R UI (A . IA m IA W m (A m (A "p cn U 'D U -u -0 V . < ADI --4 -4 `i -NI 1 -1 -1 I o O o o O o o 0 Op i r V Q. Q s Z. m r m z f - Z 0 f I YPP H4m 1Y }� W F W F W F W F (A W F F F 'J N N Saop SQQ�o` .00 �D O 0° 'DO 'DO .po 0 DIET. dJ VIA co mo mo m0 m° mo O m? D ? w 6f ® m 61 tJ m tp ^ �, m - `! 1 p D • A _ �f -- z D z 3 VV � Oq Do z D ; P C�J •F F W N N o O' + + ,pt Q� + O O � o .+ ... .+ ..• � r• r N N N N N F N J m ° N W :It ly B` oc C, I . �� ' N il N il M C Cm (Qm D J— .1' � m N Am Zr -J J . iM'O V � -v W 19 v N F p a R m z a c D r mD J J —1 J J J J m m 'm m ' I N 0 m J m 10 0 r N W F N a D Z N O N W F IJI N P J m 10 Lp J D a W m � N_ � Oxr • p.• ; �po ; aO0 J N C N H. AN Tr m N U . PRE MAR 3 1975 REL MAR 2 A 1975 . -1 I . ...... .... PREMAR 3- ... ... i I CONTRACT 1.5 DRAWING REFERENCE RLNCE PIPE SIZE TYPE AND CLASS P3KJVP JOINT DC All. REFMV c N m0 116. > +O r mc. It Z > .4 z :i Z§ 0 C -1 :2 1 2m O -4 m m > Qmz 0 z 6) > -1 0 In :E z (A (A 'U 0 0 In Y. m 0 :0 c H m z Xa H Om 0 z ox 0 OR L;o DIST- (_-A D 0 z n 0 2 0 x p J et% �k !4 p I I -Z k � 1 C�: �o rl lcp� -*Pr z C m w E W N �IkNo 2 -,:H 0 0) J$i 0 -1 T 'm r n a N 10 1 m I x 1 0 z > z 0 i R > 0 z I 6 z v r 'o rn v to, 0 ii ISSj i c) L, a i 0 + + + 4. + + + + (A N m m 6N 0 • to ti r III N v 'o -1 'o, zT 60 T oc Mr n m co > x m C C) pa Mm Z< -4 C m r r 'o C M 7 o It ZO 0 2 f I IV sA I .0 o Z -mzm 'o I PREMAR 3- ... ... i I ............. J ) I. I • CONTRACT DRAWING ' I f I -yl- REFERENCE PIPE SIZE Ir--yl TYPE AND CLASS 19''�b O.pX IO6g1 P�j{VEjr C,.vll.,� , IO j101NTOCTA(L 1 REFERENCE) O -I m 30 Oy Q O r �E z a p n z C O O O n .J lY1 0 QI - p m S y A } mZ Op _ d JI > ti o± 8 E i p Q m n < r 3l y1. 2 Z tR 0 NR an ' �• r � - R R a �JA� N V DIST. -�-Oi J r 8 A Z *A _ D E.Ya 0,° a III s A L i i i c _ Gone l Qx z m m E n y m � - Z O I> = Z O ✓ < D i ° - Z o d Z $ P ❑�j �n A (row o y a u 3 s P 1 L �° 1V z o 71N7 O C Fyn 1 J $ CM z< r 01 * i T Nn r Q 3 �p m r 0 ]0 P L >o m Pa oLLV D Q Z. p D 0'z� ° ° ,0 _N mzmn 0 PRE MAR 3 1915 REL MAR 2 4 1975 Y WOpNNI , oMR) .,11111.1•ne.) ' PREMAR 3 1975 REL MAR 24 1975 CONTRACT DRAWING I 4F{1'. Ca REFERENCE PIPE SIZE I I I TYPE AND CLASS 1��'6 �•7.x lOyt, Pi1P GMIi 1� JOINT at at AILI REFERENCE/ m0 1 D 3 1 O r r �^c 2 N D �y C y t C 2 m Dm N � A •p D �A A F V _ p O xb y 02 3 m $ U 1 v O F v1 m C 2 1:0 a� PP U In Q+ d N y°N D N O ry� W niFl_ r 2 6 0 I loro a � , � Z °ISr. .� D r O .. O -i S -4 m IZR \^ 42i 2 GIRr1J11oN 2 [71 C m r AO v m A 0 2 o m D z ° r Z 4 H o I Cr N 1 "1 P IV CID f >) c 2r ro� 1_ 9 z n m r ;0 o n s T R % .F>� �® O a� ^ym Q.1r � J�oV1 PREMAR 3 1975 REL MAR 24 1975 • I s L \W a 0 i - d 1� Q d Z C� N � m v , x O n N x v OIL PREMAR 7 1975 REL MAR 2 4 .W5 w I 1 1 fY p lU N F+ N H M M N ro ro 0 M M m 0 s �@ ro_ o �p �I O 00 x tiN � ro � l n z n m O a a 9 y y m 0 r x 2m L O n TI µ i MT yp F.i G O � '^ o d Y �. �1� o O �a Pft'MAR'7 t5' z?r REL MAR 2 4 MS �tr 3 z, r� w� v Z n V •y 0 a N rye x n 0 4 H z 0 '�IVIVI o3 _ � N Z� {°{ 41� V1 N .. . m.... m �a D Q 0 � a O M a 0 n o r zw H 6- P N y m 1 mom x a Z 9* n mA µ x m _m Zm x _v x 2m L O n TI µ i MT yp F.i G O � '^ o d Y �. �1� o O �a Pft'MAR'7 t5' z?r REL MAR 2 4 MS �tr 3 z, r� w� v Z n V •y 0 a N rye x n 0 4 H z 0 '�IVIVI o3 D H ym 9 �D � Zr O _ � N Z� {°{ 41� V1 N O O Q m � � a 0 o 6- P D H ym 9 �D � Zr O D i m D A N A N m (� < 9 o � D - m �p 1 a s n h .y. T O O of 9 A F O ] p 4 L r H 3m' µ X HN 3 m OOp J $ µ m y 2 r. X ➢ D A :tI 0i m m D o s µ m _m x ^ z H 0, X O N Zm Z mm . N D mT yp O mm ND m s h O m Z \ D rn m� T a Z A COD Ty I m vp I z �D Or' Z REI MAR 2 4 1975 A'L' � • ON CYL r'll O ] p 4 L r H 3m' µ X HN 3 m OOp J $ µ m y 2 r. X ➢ D A :tI 0i m m D o s µ m _m x ^ z H 0, X O N Zm Z mm . N D mT yp O mm ND m s h O m Z \ D rn m� T a Z A COD Ty I m vp I z �D Or' Z REI MAR 2 4 1975 A'L' D Ll m O O 9 N 111111 IZI 1 1 C 8tt i H� i C la ` N a y ° Z n M mr m - - . x zw .. - m m Nm m Va\ a D x 0MH N m m x N ZN n ..``11 --`` zm mm A 4 P N° yp a l i ° < n .T o < m y p 10 + qZ '� _ � � P U � o av i T k A � o d Ow nT A I D)> I rD zH REL._.MAPJ L .J975__..__ C 8tt i H� i C la ` N a y ° Z n M mr m - - . x zw .. - m m Nm m Va\ a D x 0MH N m m x N ZN n ..``11 --`` zm mm A 4 P N° yp a l i ° < n .T o < m y p 10 + qZ '� _ � � P U � o av i T k A � o d Ow nT A I D)> I rD zH REL._.MAPJ L .J975__..__ n i n r n . ci m a A N p ml r v A m V D p N a N y }� 1(�. - .n m Q S X = a$ p mm X 2m N� Y 1 W N Om ➢ ff O h.. v 0 0 �y� A Sp ( % ✓G / /JnJ < n < ^J m Z D T n 23 W P PREMAR 7 1975 • . ... :� �..� . _, .._. n[� mnn ex IJIJ D o m O A n m a N ICIG V > a a c r in m m > M my r % 00 O m N m m lei N �Q r m Q¢ % Z aF > m m m N . X H 2y n % z m N Y li) !J Zm 0m h g m= n �p ,..._..... q o F cp o - i o (� p c , ll ;i Z orF�•b,r�- r•aoNl y z PRE, _ 7 j 1 +1 n D L L1 O D 0 0 F F �zl I. I0 • hp Fpl r oo��`°� o (P , a °y •� !d 1 9 � 1 µ D Z(, N< �. m X w 0 w y m a " z �F csi n mH N m m x w R '� O x m o _ x z ° N Zm µ mT wO m ' Ap I d N� T D • �- _V A m o �/ X Q C �• a. PRE MAR 7 1915 _REL MAR 2 4 1975 PT. ON O _D� f (P , a °y •� !d 1 9 � 1 µ D Z(, N< �. m X w 0 w y m a " z �F csi n mH N m m x w R '� O x m o _ x z ° N Zm µ mT wO m ' Ap I d N� T D • �- _V A m o �/ X Q C �• a. PRE MAR 7 1915 _REL MAR 2 4 1975 I ^.^ . �: ? ".:•':".'.','P.^L': .. u:e;- .. '':' ST. 17:"�',.�.�3!1iRrN,•e'. "�l'."'! rye' re".M�,`..,- Ar?r,.•ys9"!,G„�r.+ ..,tww.. w...+,,... �_ .y... my.... ,.. n x n m 0 N z An i N ' N o P O Im 0 N •• m J( 5 0 m a x n m M m m U X N = X 2m T W �S 02 H mT _ ° z 14Y X f o x _ m cT. - Z i, o 0 r� AAJ e�c lTti l?� o� �saonf► ( ms • Sa a I � P �s z PRE 19 7 1915 REL MAR 2 4 W Z n m 0 0 m m r 3 0 IzI as as QQ + 0 D m j m I O K 1- D (h' °v V' v � . a � y vZ N A M m N m X Ny ^ O OOy 1 M I Z= m rn m i x a x z M F o n M5, f X = n x _M X zm v0 xr y0 m = p < A D ° PRE MAR 7 AN Rrl MAR 2 4 1 t 9 0 v Q N � N _ Z� °i v x_ ° 2 X o,ttati_� P. z �c it fly -D �m � "- z o�* y OZ m D M X ~ Am H m O E50 M m Nm a X zaF o my N m _m X H ZN X 9 X =m nn rm mT ym o m a �K : v m Z P < O O Z � d L7 Yn�Fj m o �z PREMAR 7 1915 REL MAR 2 4 1975 .._ - ,1 i F> ID s ` a x Q p a � S a�IIIIzD � a S n z z 0 A m N A G N_ ° Z milli 2 Z Pi I. . O y °Z y m ~ D g % NY m 2 m MO m Nm X 2 SA `L l7 mN X N ZN I N x Z0 L mm NO r Pa v m x y m d s Q 11 c9 ,pp 'xVT•' V PRE N, r W � I vn uan 9 d 1Q7S NININI..,IN -• H!'•+>'.% acrtr! z+ �zq+ r(!+ n+ �. �w. r. rhu.' 3M4! rsM •��..""'l�uraiui..i�srvsa4•,4 a,.r:�l' .. .. .. J �c x i g m V I I i I Pa �- rII -• H!'•+>'.% acrtr! z+ �zq+ r(!+ n+ �. �w. r. rhu.' 3M4! rsM •��..""'l�uraiui..i�srvsa4•,4 a,.r:�l' .. .. .. J - D n m O O m 9 N N C 3 m O 12 !! rs if Q� c• s- ° m � t r (� y °Z p µ x �N m µ 050 - W - X s D y Q 5 x 2 SF O _41 V CI p mjn '{.' 6` . µ m - m 0 % N Z N X zm W N O .O µ L m °- X a: IY o Y l S rs p I PRF MAR 7 ICIN un MAR 2 4 197 y ._ � ^._..w+:...r y:,- � �'- vrp•,•±v -�--. -- •.._..�w. rye- r. eyk.•.:........ �...,..... My�- a..u...........:...- .�.......�• :_ '� I 111 PT. OA .1 s- ° m � t r (� y °Z p µ x �N m µ 050 - W - X s D y Q 5 x 2 SF O _41 V CI p mjn '{.' 6` . µ m - m 0 % N Z N X zm W N O .O µ L m °- X a: IY o Y l S rs p I PRF MAR 7 ICIN un MAR 2 4 197 y ._ � ^._..w+:...r y:,- � �'- vrp•,•±v -�--. -- •.._..�w. rye- r. eyk.•.:........ �...,..... My�- a..u...........:...- .�.......�• :_ '� I D 0 IM N ~ X a H° S xx Z M m Nm 9 O mH M .m H i G O L 16 Y, X Z�I ° d I R 7 6 •r.• ca S � m o `y ti `1 9 PRE Mr' cn UAP 9. e Aa7S r RR\ PM • N N N g a - gg X L u � •• N. D a a • n , .V'••1 Ip a n D �z z v I 3 w O r D 0 IM N ~ X a H° S xx Z M m Nm 9 O mH M .m H i G O L 16 Y, X Z�I ° d I R 7 6 •r.• ca S � m o `y ti `1 9 PRE Mr' cn UAP 9. e Aa7S r RR\ PM • N N N g a - gg X L u � •• N. D a a • n , .V'••1 Ip a n x 0 I0�l X � � a i Oc Z ~. m % Nin m —O S� f s W 0 M m NZ ^pt K n mH N m m X N ZN X Zm nn _ Sr oxz� a c C: m nN �y Y F•y dam,: s J � PM • - � P .per X e m TD y z i x D 0 a m IN 111111 Bloom �x z� Y s IN p » , n O p y O= O r AM n M my X NH » m Hm O .... ]1 X Z mN N m m 0 - x X = S2 �. M L mT ZS v. m rrp 777 < m s O m = p s � �l1 Cnn p o �0 PRGMAR o 1070 REL M m f C�*4---+r-T C[. M4�N W T T U1 O om X Nol F� V U' s? W Z n n n M 0 a Iz11 milli - Y n µ a� •n�q M F MM M' D % N» µ V M Om »? vy Q r a x ia.c' 1p • • — - A ° NIP zzD` J NCL MARK L % [yJD �.. _ O� Z µ % m m Zw o3 K 2m nn µ mT »m I� " < n n z Y _ d m O ,p YY��7 '�11 C1 11 r � u �S jLj� z d � � a N +y � c b � Z p N � 0 1p • • — - A ° NIP zzD` J NCL MARK L % [yJD �.. _ O� Z -Q W N O o3 4F r � u 1p • • — - A ° NIP zzD` J NCL MARK L % [yJD �.. _ O� Z ID 1 1 i D � m v m E z� t St � z� p V 1 a oZ r � r m D m 000 M m Hm 9 x Z 9f n min , J( N 2 N X 2n ttnn N m O \ d PO r .. ly 0 � Q o t fJ '1 < N W (P PRE MAR 7 1975 RED MAR 2 4 1975 I 1 a oZ r � r m D m 000 M m Hm 9 x Z 9f n min , J( N 2 N X 2n ttnn N m O \ d PO r .. ly 0 � Q o t fJ '1 < N W (P PRE MAR 7 1975 RED MAR 2 4 1975 O p ••' VIQ0 •a►y ,� � n P W' O r X r'. D . x • • r O m b ,4\\ � y V PERl�OJ Gi. .ter ¢ ►d4104 W � D Z 0 .o N N 3 (\ 12 I x�I Sr z • � z Q ;r omf <o �• �P� J , O i c Z r m % O OO i mom m 8 1� D m �( 5 x n m » m m X N ZN C+ 00 ale G n D " M LSl A Z b L -,A. WR 6 f 1p Q PeJZFWrA CAl A NK N cti M4%W PRE MAR 7 . 1975 REL MAR .2 4 1975 m o � 111 V� N y PRE FQ n REL MAR 2 4 1975 0 D -1 m � � W GGG 0 � D 1( r O p K r a D r 2(an K O Np m zx mm K x zsf A . nmti m.m m z K X X H Znn� mm K i n a v m M D < 0 n m � z �� d f 6 ? C7 Z U, A t Tl g to Co.) V� N y PRE FQ n REL MAR 2 4 1975 p; vm _ n N I� °PSI I I z' p�' A r� � W GGG 0 � L 1( r p; vm _ n N I� °PSI I I z' D p m O a 0 m A Y1 C a O r A ' m y O 2 a 6 a. �I D a O M a n O y OZ m D M inn is 2 r 1 N m 050 .. N mom XZsi m m µ m _m x H 2N X 2 nn_ M D m' z H p w y n O v x m < n p m i 9 I g A b Z 0 PRE 1 sr� uno 0 1 1n7c 0 r Q � O W N °3 2 6 F X a - 0 oo D N f 0 D 1� P wp W i I y a 0 aNO v Z� ... p I D ' 2 m O p D N m O r m m N z O D y m m 1 D °v O O N D yO Z m m~ JC y NO W N Or Wx 1 X mA x Z D Sf �• l M6 ~ X m Zm 1 X _v x zm w mm GO m 0 L d v m �c w � a . a '" m. 4� ;• n� x P fp PRF MAR 7 iQ7r, on AAAO o A in-?r an , .7 b\ Ai iz O M 9ic —IT — �Cj 9� Q Q o mw x d o Ny S �D A `� I D ➢_ I ns H s> O y z D n m O a I Z D m d O � Z y N 'm ml2 � %2ISf �'ry %lin Zv %. Zm i T T H m 0 10-0 W Az 6 s V• � O 9 �t iP � $ y •'0 D W v 0 n ° PRE MAR nl_rlx V m r N W H N M r ro M to xl O tq t ro Vl X M a X a° m � n 9 ti z ro is m; Ty 1 �y 1 a_ �a Or• Z 11III X a° m � n 9 ti z ro is m; Ty 1 �y 1 a_ �a Or• Z '6 -T Z:i O D, �� X k� Q X r n 1I m O mm z m o 89 M,X > m > m . X M-M 0 z Em On mm'm > I v m > z '17 + PRE MAR 7 1975 REL MAR 2 4 1975 '6 -T Z:i O D, �� X k� Q X r n 1I n i r T 0 y 11 0 zl 0 m 0 m D 9 � A D G D C A µ r mN r .x y Ny m WIIIIIIY � 6p r µ m T x > 9�L Z m m µ x'^ I m =H x x Zm -W �n g m T "o v S O o 1 S9 a� T M 7mY v a 0 0 C N �^+ n 1 ` 0 1 w. O L„P} C V IInn V' N Q Ra MAR 2 1� • I T J � csi • O am - � 3 V1� �7 cr � L r v 0 m _ n Q y !_ mom I � m. my 9-T -�D Z :. • � � +......„ . -... -. ......ems y. .:..- .....:..... p .• .. -.ar,� -.. v:.....'+- ......... .. F, .,..e.....- .. .. .. .. .. .. .. .. 0 r 1�1 n nNl9 � WIIIIIIY � 1 a� T w. T J � csi • O am - � 3 V1� �7 cr � L r v 0 m _ n Q y !_ mom I � m. my 9-T -�D Z :. • � � +......„ . -... -. ......ems y. .:..- .....:..... p .• .. -.ar,� -.. v:.....'+- ......... .. F, .,..e.....- .. .. .. .. .. .. .. .. 0 1�1 n nNl9 � WIIIIIIY � 1 I � m. my 9-T -�D Z :. • � � +......„ . -... -. ......ems y. .:..- .....:..... p .• .. -.ar,� -.. v:.....'+- ......... .. F, .,..e.....- .. .. .. .. .. .. .. .. :. • � � +......„ . -... -. ......ems y. .:..- .....:..... p .• .. -.ar,� -.. v:.....'+- ......... .. F, .,..e.....- .. .. .. .. .. .. .. .. w B/N FORM 105 -A , V Legal Notice PreregL#Ate To Filing Claim Of Lien0nd /Or Stop Notice "20 -DAY `PRELIMINARY' NOTICE" ORE CONSTRUCTION PROJECT: Per Section 1193' of State of California Code of Civil Procedure and Section 4210 of Government Code City Bays ide Dr . , _ °(As Amended to April B. 1969) (Name Or Deuriptiun Of Project) For Use By Sub- Contractors; Materialmen- Suppliers; Architects; Engineers; and Other Non - Contractor Claimants On PUBLIC or PRIVATE Construction Projects. Storm Drain, Sever il Wate d&SIft "et°R11tipMf3RFe9hbnt OR ® TO: LENDER (Or Reputed Lender) OF CONSTRUCTION FUNDS (If Any) pje{> � aisi�C _ °d'; `s)Cal if . [ I (City) OR [ I (County) failure to indicate the name and addgb of Me wnstrudion lender on such aovliuNanr.lawaae. B/N FORM 105 -A — © 1967 By BUILDING NEWS, INC., 3055 Overland Avenue, Los Angeles, California 90034 — (213) 870 -9871 EXCERPTS FROM SECTION 1193, CALIFORNIA City Bayside Drive -Storm Drain, Sewer & I CODE OF CIVIL PROCEDURE Name ----- 1193. (a) Except one under direct contract with the owner or one performing actual labor for wages, — (nfater & Street Improvement, $tree - -..- .-- every French who furnishes labor, service, equipment or material for which a lien otherwise can be claimed under this chapter, or for which a notice to withhold -- - - - - - -- Newport Beach Calif. f City -- can otherwise be given under this chapter, shall, as a necessary prerequisite to the validity of any claim of lien and at the notice to withhold, cause to be given to the owner or reputed owner, to the original - L Note: If address of above party is not known, JOB SITE ADDRESS may be substituted on second and third lines contractor or reputed contractor, and to the constmo lion lender, if any, to the reputed construction above. If name of lender is not known, you may substitute the words "CONSTRUCTION LENDER" on first line. lender, d any, a writttt en preliminary notice as pre — — scribed by persons (b) All persons having a direct contract with the owner, except the or one performing actual TO: E] OWNER (Or Reputed Owner) ;] PUBLIC AGENCY O labor for wages, who furnish labor, service, equip - who furnish men[, or material for which a lien otherwise can be (On Private Work) C. Public Work) claimed under this chapter, or for which a notice to withhold can otherwise be given under this Ar H, k rt ,A ,s at >t, Is A, +e * A, y * "' or '� chapter, shall, as a necessary prerequisite to the F_ sk as validity of any claim of lien and of the notice to Mme withhold, cause to be given to the construction Name lender, if any, or to the reputed construction lender, if any, a written preliminary notice as prescribed by ._ subdivision W, of this section. Street (c) The Prel iminary notice referred to in sub- divisions (a) and (b) above shall be given not later — - than 20 days after the claimant has first furnished City labor, services, equipment, or materials to the jobsite d shall contain the following information: The name of the who contracted for .— ,____ L* * ,a #, * * se * #, * * ,J person Note: If addrass of above party is not known, JOB SITE ADDRESS may be substituted on second and third lines ase of such labor, services, equipment or alarials. above. If name of owner is not known, you may substitute the word "OWNER" on first line on private work only. A general description of the labor, service, pment or materials furnished, or to be furnished, O TO: ORIGINAL ( "General ") CONTRACTOR (Or Reputed Contractor) (If Any ) P if the is a construction lender, he shall be turni shed with an estimate of the total price thereof addition to the foregoing. r A statement that if bills are not paid in full Bebek Corp \na lobar, services, equipment or materials furnished, • Name or to be furnished, the improved property may be /��bject to mechanics' lions. _ 16706 Construction Way, East F�jl The name and address of such person furnishing Street _-_ `.yen labor, services, equipment or materiels. A description of the jobsite sufficient for iden- 8f atian. f an invoice for such materials contains the Information required by this section, a copy of such invoice, by _. — aty— Irvine, Calif. L92705 — L Note: If address of above party is not known, JOB SITE ADDRESS may be substituted on and third lines above. transmitted in the manner prescribed this section, shall be sufficient notice . A certificated architect, registered engineer, build If name of original contractor is not known, you may substitute the wards "GENERAL CONTRACTOR" an first line. ONTR ing designer, land surveyor, or landscape architect, acting under a license or registration law of this — state, who has furnished services for the design The name of the LEGAL ENTITY (i.e. person, Partnership, corporation, sub - contractor) who CONTRACTED for the of the work of improvement, and who gives a UNC14ASE of such labor, services, equipment or material is: () same as ORIGINAL CONTRACTOR named above; prel iminary notice as provided in this section not Same as above later than 20 days after the work of improvement _ has commenced, shall be deemed to have compiled with subdivisions (a) and (b) of this section with �OQ: bove named parties are informed that claimant named below has furnished (or will furnish) labor, services, equipment or respect to architectural services furnished or to be aterial for buildings, structures or other works of improvement to project named above of following general description: furnished. (d) If labor, service, equipment, or materials have been furnished toe jobsite a parson who elected dewater xe s & um ri 8 II e� n g p p $ Q p ti not io give a preliminary notice as provided in sued division (a) or (b), such person shall be Precluded t l from giving r preliminary notice not later than 20 days after furnishing other labor, service, equipment, — or materiels to the same jobsite; Provided, however, that such person shall be entitled to claim alien and a noon withhold only far such labor, service, OTo protect the owner or public agency from obligation for an D P H cY g Y Payments beyond agreed construction contract terms; . material furnished within days cad to assure Me claimant below of full payment of all moneys due him on this project, the above named parties prior W se ce prior M sen:ce of er an; any time thereafter. tat i are hereby notified that if charges for above named labor, services, equipment m materials furnished to be ant made entered into by an (e) Any agreement made furnished are not paid for in full, the improved Property referred above may be subject to mechanics' liens (per liens owner whereby Me owner agrees to waive the rights a Section d seq. of the California Code of Civil Procedure) and construction funds are subject to "slop notice" or Privileges nno upon him by this section shall (par S ti action (per Section 1190.1, California Code of Civil Procedure). off be void and of no effect. (h) Where the contract price to be paid any FROM 1�LAIMANT: Name Corp. subcontractor u a particular work of improvement ve exneds four hundred dollars Chapter the failure of 7 Indiana S rest Street 17 No • that contractor, licensed under Chapter 9 (commencing with Section of Division 3 of the Business and Professions Cade, give the notice provided for in ode, Cit f 006 this section constitutes grounds for disciplinary action ut - by the Registrar of Contractors. B (a The Provisions of this section shell not apply _ Or, softri gent ifn re) l!l /� / to any Public work which is subject m t IIOHSA provisions of Section know of the Government Cade'. (U Mere known construction render, that h n ed fact shell be noted in such designated open.. Any failure to indicate the name and addgb of Me wnstrudion lender on such aovliuNanr.lawaae. B/N FORM 105 -A — © 1967 By BUILDING NEWS, INC., 3055 Overland Avenue, Los Angeles, California 90034 — (213) 870 -9871 NOTICEto Owner Reputed Owner, to the Original *tractor and fo the Construction Lender (if any) in accordance with: ❑ (Private Work of Construction) section 3097 of the California Civil Code-, ❑ ( Public Work of Construction) section 3098 of the California Civil Code. TO: City of Newport Beach (Name of owner, reputed owner or public agency) Address: Attn• Steve Buckman 3300 Newport Blvd. , Newport Beach, Ca. (Address as shown on building permit; If not shown, address of lob site) AND TO: (Name of original contractor) Address: 16706 Construction Way East, Irvine, Ca. (Address of original contractor; If unknown, address of job site) AND TO: (1i t-v of Newnart Beach -� Address: _ Same as above 7. You are hereby notified that Sarso�n Supply Co, Inc. (Name of person or firm furnishing labor, service, material or located at 4872 Lincoln Ave., Cypress, Ca. 90630 (Address of person or firm furnishing labor, service, materials or equipment) / • _ has /will furnish(ed) labor, service, materials or equipment of the following general description pipe, heads, valves, clocks and misc. fittings for the installation of an irrigation system. with the estimated total value of $X000.00 (Consfrvclion lenders copy only) for the building, structure or other work of improvement located at Bayside Drive Storm Drain, Newport Beach (Address of job site) The name of the person who contracted for the purchase of such labor, service, materials or equipment is General Drilling & Dewatering Corp., 1777 No. Indiana St., Los Angeles 90063 Note: We request that joint checks be issued in payment of this account. Thank you Carsog Suppsl% Co. In//% Dated March 24, 1974 (Oaf. delivered or mailed) 114,872 Lincoln Ave. (Address) s. Ca. 90630 or NOTICE TO PAYOR: "Under the Mechanics' Lien Law (Section 7018, California Business and Profes. sion Code) any contractor, subcontractor, laborer, supplier or other person who helps to improve your property but is not paid for his work or supplies, has a right to enforce a claim against your property. This means that, after a court hearing, your property could be sold by a court officer and the proceeds of the sale used to satisfy the indebtedness. This can happen even if you have paid your own con- tractor in full, if the subcontractor, laborer, or supplier remains unpaid." See Pink Sheet at back of this pad for Instructions in the use of this form. 11 -71 0 fill BUSINESS FORMS - P.C. Box 6089.. LOS aNeeLrs, Gtur. BOOS. Form No. 104 I- L L CALIFORNIA PRELIMINARY NOTICE IN ACC NCE WITH SECTION 3697 AND 3098, CALIFORNIA CI ODE THIS IS NOT A LIEN, THIS I* A REFLECTION ON THE INTEGRITY OF ANY CONTRALINFOR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT CONSTRUCTION LENDER or Reputed Construction Lender, if any. City of Newport Beach 3300 Newport Blvd. Newport Beach, Calif.. FOLD HERE OWNER or or Reputed Owner ion private work) City of Newport Beach 3300 Newport Blvd. Newport Beach, Calif. Construction loan no. N/A FOLD HERE D A I71C Inome of "person or firm urnishing labor, services;' ° " °""'" equipment or mo!enoll - 1 17291 Irvine Blvd., Suite 15b (address of person or firm furnishing labor, services,"'_+' Austin, California 92680 equipment or material I has furnished or will furnish labor, services, equipment or materials of the following general description: J Construction aggreg�Ltes (general description of the labor, serves, equipmeht or material furnished or to be furnished) for the building, structure or other work of improvement located at Carnation & Bayside, (oddress or description of job site Newport Beach, California sufficient for identification) The name of the person or firm who contracted for the purchase of such labor, services, equipment or material PUBLIC AGENCY Bebek CoBTpany (on public work) (name and address of person or firm) 16706 Construction Way East Santa Ana, Calif. 92705 ORIGINAL CONTRACTOR or Reputed Contractor, if any Bebek Company 16706 Construction Way East Santa Ana, California 92705 An estimate of the total price of the labor, services, equipment or materials furnished or to be furnished is: $= J (Dollar amount must be furnished to construction lender optional as to owner or contractor) known) Trust Funds to which Supplemental Fringe Benefits are Payable. N/A (name) )address) (name) (address) (name) (addressl (name) (address) (Material men not required to furnish the above) If bills are not paid in full for labor, services, equipment or materials furnished or to be furnished, the improved —I property may be subject to mechanic's liens. Dated: 3.2 4.7 5 /`mac -.�� :� LA L.l+-c..• -s / <l6� L 4signaturel Rifle$ z L Telephone Number"( .714_1 544 -9. 115 —- -� 1 ( P 0- fa_ 6 o' � v C -- q J.ACi � N � 1 Ci 1 ham' J i ( W U 39, J ? s a w N 07 � �a 1 i �C` If /Ydvpo e Too� t)o 14 zArk Fg%T 2- C. STEWAT Q^p Ar 7w %.x �V-. � Ask AS L,rolv N, A// /?Jt--/v w4 • N, I-P7 CPR, r //a- e-4 C4'eAS C Ao'S. So C7 14 V S 0 ?m 2 4 r2- en- 03-33f.s. �'Ia' .452 X 110 ® =Emig /i 2k;) \ % \ . � k \} � \ \5 �& f( ƒa 4, 'K xu) \z \\ .w e }(»° ca 77 « 5 r \\ � � -- — � , -- i �\ i Z/Z &Z /Z /Z z! / MW A Stand biowofi� Valves P!._AN — t •--De wafering Outlet -- —� --- ci Water /'7 (see below)I . `JSaPf'le boards -� - I I �Q,1. I 01 4nlye Val ✓.e I N _ 11��� SECTfON A -A If manhole lsnoiwiihih srreeL... construct in Hie monger 5OK'CUt i`re,7Ch in Steel Plate \ Core drily within st,-; NOTES: Ex/5iihq ,vl.h'. SAND TRAP PVC Fife OF COUNTY, SAND TRAP ry0 SC.�LE t r.., �0 11 t i I � i tq fr ti iii f'.l 1.4 ��t d� � xL St lu u W __ �.T N_ � a fA � � W 0 �� �. \� � 11 �� \ . � _. .�. aa�:•�r�..a+£ � 'ate �'�.�� �- �. za a'7 23o / 22.33 L x-31 27,217 ZzZ3 220,1 t /a3 IQs Af? i07 r35, -cr �t � It �Z 3 7 ZL 3 2 3 c31� %�c�s.•4./.fr 2315 23461 /SV dam. 3 Z5;ol zil4 NO3 rc4o le l 464 j*4,111 z a� Lvd Z?Zo Z? )e Y4 14 ua tt s'f. 32a o3 32o 3 32� 3"1 r 37 "17 ,-g 3aj'f ` 2 J ill �y61 i i oil Th TE4. M ft f M.« h• - �- --�_.. YZ..r , ......,. _ ......_- `1+.�.cx.. - -� ?� ._xn jYY� ._ ...es ^:..~kiR4 0 i 6 6x6 6110, Pik fir :1 4L/ Vt. '.. 0 mill :3' curzr3 sf 64r lie -n�f- 400W'6ql f2l T Vt. '.. 0 mill :3' curzr3 sf 64r lie -n�f- 400W'6ql 0 mill :3' curzr3 sf 64r lie -n�f- 400W'6ql ida�ys�de Drivc /��.►/° / -Z7 -7S 573. 7.XoV5 -Io do " /� N�� Crr�ot o�E��+s�srf GdijCr/ �Or�P <7' 57�+7i -ff� 4) !Z� '::z :'} a.t .. .. sr .! < '::z :'} a.t .. .. G� �._� �I ij � � Y. •" 1f1 fir?: X41 �- .. �_ .... r ". __ .1'i� _r � .� `j � 'a.'.l .� ____ = }��� .•' � ���R 1..}� �4*mi'�� �` ._ '.f 1.; .. _ .. J � _ .a..e. .. a< __ . _ ..�... _ �!... � ..ti'F s. . t -. ?; 3- �� .. iy �,:; ,k.. �. °� _ - � � i .. '. __ .: , i i, i. 1, . � �' - _. _ti ...._.. _.._._....� ' _... __ ' � � � -s � '. -: "` ........_... _.. .. � i i �' <. i . ' .. ,. ._ ... a { ,. .: G� �._� �I ij � � Y. •" 1f1 fir?: P5M NOTIFICATIONS AND PLAN DISTON PROJECT .Cimwarde L3w44sisle Place -to Margtk BUDGET COST CENTER NO3 02-3497 -0o 14 -3 2 - o so -92v7 -004 ENGINEER /DESIGNER ao„ �.nea�_�igj• ar.�e [3u�h�+asit ACTIVITY r r i! —77— nviroomegal Im act Study /r 2, Surveying RequesPt 3. Foundation Request it 4, Preliminary Notification and Utility Request a.', Orange County Utility Coordinating Committee b.`' Pacific Telephone It c. Southern California Edison I d. Southern California Gas Company e. 'Cable Television . f. City Utility Division g. General Services Department h. Traffic Engineer - -. i. P.W. Director, Asst.P.W. Director, & P.W. Engineers 5. Permit Requests I a. State Division of Highways b. Orange County Flood Control — ;d --'rtf✓Owl? c. Qxange- 6vdrty Sanitation District< d. Orange County Harbor District e. U. S. Corps of Engineers f, U. S. Coast Guard 9. COOS �G/ �O'Y.V n7 /3`S /OZJ h. -0, 6. First notice an re iminary Plan Distribution h Tm t#rc ,a. Pacific Telephone"'✓' set & First Notice ,G e,U err' b. Southern California Edison Com an 1 set A First Notice - Tti���rf Southern Counties Gas ompany'' 1 set & First Notice - osfr R ved. p.p.wR. Cable Television 1 set & First Notice — e. General Services Department ✓ 1 set /Notice Not Req'd- KCov City Utility Div 1 set /Notice Not Req'd 'f-"`Ws g. Field Engineer /�/� 1 set /Notice Not Req'd • 7. Second Notice and Final Contract Plan Distribution a. Pacific Telephone* -/ 1 set & 2nd Notice b. Southern California Edison Company*l set & 2nd Notice c. Southern Counties Gas Company* 1 set & 2nd Notice d. Cable Television* ' relepo«rp{er 1 set & 2nd Notice e. General Services Departmmnt* ' 4 sets /Notice Not Req'd f. City Utility Division* 2 sets /Notice Not Req'd g. Field Engineer ** 2 sets /Notice Not Req'd h. Public Works Hanging File 1 set /Notice Not Req'd J. Project Engineer ** l set /Notice Not Req'd j. Contractor ** ' 4 sets minimum k. Police*," Title Sheet only 1. Fire* - � Title Sheet only M. P & artment* Title Sheet only n. —Title Sheet only o. Traffic Division* ' Title Sheet only p. Office Secretaries Title Sheet only q. Title Sheet only r. Post Office (2 each) Title Sheet only s. News paper(aormre) Title Sheet only t. Affected Homeowners Associations Title Sheet only u. School District- Title Sheet only Y. Others• -- ,�gy.fifiw. Dist *Include appropt' ate portions, of specifications Date Initial Remar 44 -73 1 5 !3. I ro.E9ccL A>- si -7'! J 5.4. to .. to a AI r r i! rr /r rr 1. 7 .• I a n it a N I. 1-17 -7s I5.x. it rr j J Opt r / AI r r /r rr it it /f r� i It It I /i i/ /r it // I i/ i a AF PROJECT NOTIFICATIONS AND PI )bSTRIBUTION PAGE TWO PROJECT BUDGET COST CENTER NO. ENGINEER /DESIGNER Lb, 5,rM% ACTIVITY 8. Third Notice and Bud Summary Distribution a. Pacific Telephone Company Third Notice b. Southern California Edison Company Third Notice c. Southern California Gas Company Third Notice d. Cable Television Third Notice e. General Services Turd Notice f. City Utility Division Third•Notice g. Contractor Third Notice h. Police T44-pd Notice i. Fire 1;h4 P4 Notice j. P.B. & R. DepartmentAMmye-004A.L. Thi rd Notice k. T4ri rd Notice r 1. Traffic Division *hind Notice m. Field Engineer 2 copies n. Design Engineer I copy o. Bid Summary File (C -215) 1 copy p. Project Engineer 1 copy q. Send Not ; ,,:ac ion of r.W. �ur,cract Award to State Division of Appren- :iceship Stds.. �! .,tilers 46 Date Initial. Remarks i r, it r i ,r ,I - IH OUST RI AL AtIO PE R:LIT OIV:SICN 4 Ellis Avenue, FGunsain Valley, Calitornla 92100 'phones: Area Code 114 580.2910 - 962.2411 . oc v1 a 1Ory. o� TEMPORARY PERMIT FOR TEVORARY DISCHARGE OF NON- CLASSIFIED WASTEWATER / ISSUED BY °'erg u'S� _ COUNTY SANITATION DISTRICT -NO. 5 D/ TE: 2 -20 -74 RETAIN THIS PERMIT NO. 00005 Ntewport Beach P2110 ext. 271 om any A dress - Y 300 West Newport Boulevard ewport Beach Connection Address CITY Points of Discharce Bayside Driv6 at Old County Road Local Sewering — - .__. —__ - - - - -- - - - - - -- - - -- - City of Newport Beach THE NAMED PARTY IS HEREBY GRANTED PERMISSION TO DISCHARGE WASTEWATER TO THE SEWERAGE FACILITIES OF THE AFOREMENTIONED SANITATION DISTRICT OF ORANGE COUNTY. PERMIT GRANTED IN THE GREATEST INTEREST OF THE PUBLIC HEALTH IN ABATING A POTENTIAL OR EXISTING NUISANCE.. A DEPOSIT IS REQUIRED OF THE DISCHARGER TO COVER THE ESTIMATED DISCHARGE COSTS. UPON TERMINATION OF DISCHARGE AN ADJUSTMENT, EITHER BY THE DISTRICTS OR BY THE DISCHARGER, SHALL BE MADE TO COVER ACTUAL COSTS. FEES,- REQUIREMENTS, LIMITATIONS OR CONDITIONS IMPOSED BY THIS PERMIT ON DISCHARGE OF WASTEWATER ARE AS FOLLOWS, AND AS FOUND ON ANY ADDITIONAL PAGES ATTACHED HERETO: ESTIMATED TOTAL DISCHARGE TO SEWER 1 MILL1014 GALLONS. COST PER MILLION- GALLON DISCHARGE $ 290- TOTAL ESTIMATED COST $ 250. AMOUNT OF DEPOSIT:$ 250 A- MINIMUM $250 FEE IS REQUIRED BEFORE ISSUANCE OF PERMIT. THIS FEE MAY APPLY TO ANY DISCHARGE COSTS IN EXCESS OF $250. - PERSONS TO BE IN CHARGE OF DISCHARGING NON - CLASSIFIED WASTEWATER WHO CAN BE CONTACTED IN ANY EMERGENCY: NNat Dunigan Na Steve Bucknam A336stnug Harbor .. Address . .33 25004 La Plates Drive — Tewport Beach, California 646 -0320 Ph °Laeguna Niguel, Califgrnia 495 -6164 i I. PERMISSION TO D1 CHARGE THESE WATERS TO THE SEWER SHALL EXTEND FROM 'ADri 1 1, 1975 THROUGH June 1, 197 SUBSEQUENT OPERATIONS WILL REQUIRE FURTHER AUTHORIZATION FROM THE DISTRICTS. 2. THE MAXIMUM RATE OF FLOW SHALL NOT EXCEED 50 .GALLONS PER MINUTE. 3. DISCHARGE SHALL NOT CONTAIN DISSOLVED SULFIDES GREATER THAN 0.5 MG /L. IF THE DISCHARGE EXCEEDS 0.5 MG /L, PRETREATMENT WILL BE REQUIRED. 4. ADEQUATE SAND TRAP FACILITIES SHALL BE PROVIDED TO ESSENTIALLY ELIMINATE ENTRY OF SEDIMENTS TO THE SEWER. THE SAND TRAP DESIGN SHALL MEET OR EXCEED THE DISTRICTS' SPECIFICATIONS FOR SA. ND TRAPS. 5. THE DISCHARGE SHALL NOT CONTAIN SUSPENDED SOLIDS OR OTHER SUBSTANCES OF SUCH A CHARACTER OR IN SUCH CONCENTRATIONS WHICH RESULT IN IMPROPER, OPERATION OF THE DISTRICTS' TREATMENT FACILITIES. 6. THE DISCHARGES SHALL NOT HAVE A PH OF LESS THAN 6.0 PROVIDED THAT AT LEAST 808 OF THE TIME IN ANY EIGHT -HOUR PERIOD, THE PH SHALL NOT BE LESS THAN 6.5. • 7. THE DISCHARGE SHALL NOT CREATE A NUISANCE AT THE POINT OF DISCHARGE TO THE SANITARY SEWER. (CONTINUkD DN REVORIM Slpi~3 S. CONNECTIONS TO MANHOLES S BE MADE IN ACCORDANCE WITH TIIE #TRICTS' SPECIFICATIONS. DEVIATIONS FROM THE PRESCRIBED METHODS OF CONNECTION MUST tIAV DISTRICTS' APPROVAL. 4. DISCHARGE MANHOLES SHALL BE COVERED IN A MANNER TO PREVENT THE RELEASE Of SEWER ODORS. 10. SHOULD DISCHARGE BE DIRECTED TO A CITY -OWNED COLLECTION FACILITY, WRITTEN PERMISSION FROM SAID CITY SHALL BE SUBMITTED TO THE DISTRICTS AT THE TIME OF APPLICATION FOR DISCHARGE PERMIT. II. THE DISCHARGE SHALL CONFORM TO THE CURRENT UNIFORM CONNECTION AND USE ORDINANCE AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE DISTRICTS. OTHER CONDITIONS: Permittee in accepting this permit agrees to hold District free and harmless from any and all damages, claims and liabilities together with all expenses in defense against the same, that.may arise from the permittee's use of the Districts' sewerage facilities including but not limited to quantity and quality of effluent discharged into the sewerage system of District by permitt- ee. A flow meter able to totalize the discharge volume will be provided. ANY NON - CLASSIFIED WASTEWATER DISCHARGED AS PERMITTED HEREBY MAY, AT THE DISCRETION OF THE DISTRICT, BE ANALYZED, MEASURED FOR QUALITY OR QUANTITY, OR BE REQUIRED TO BE TREATED AND DISCHARGED THROUGH THE PRETREATMENT OR OTHER FACILITIES AS INDICATED ABOVE, AND BY APPLICATION THE PERMITTEE HAS - - AGREED THAT HE WILL ALLOW REASONABLE ENTRY AND ACCESS FOR DISTRICTS' PERSONNEL TO HIS :FACILITY FOR THE PURPOSE OF COMPLIANCE INSPECTION. VIOLATION OF ANY OF THE AFOREMENTIONED REQUIREMENTS SHALL BE CONSIDERED REASON FOR IMMEDIATE ' TERMINATION OF ALL PERMITTEE'S DISCHARGES TO THE SEWERAGE FACILITIES_OF THE COUNTY SANITATION DISTRICTS OF ORANGE COUNTY. PERMITTEE AGREES TO ALL TERMS, CONDITIONS, AND FEES AS HEREIN SET FORTH,AND PENALTIES AND 'INTEREST INCURRED ON DELINQUENT BALANCES AS SET FORTH IN THE DISTRICTS U141FOR14 CONNECTION AND USE ORDINANCE, AS AMENDED. A14Y CHARGE THAT BECOMES DELINQUENT SHALL HAVE ADDED TO IT A PENALTY CHARGE EQUAL TO _ TEN PERCENT (10 %) OF THE CHARGE THAT BECAME DELINQUENT AND THEREAFTER AN ADDITIONAL PENALTY SHALL ACCRUE ON THE TOTAL CHARGE DUE, INCLUDING THE TEN PERCENT (I0 %) BASIC PENALTY AT THE RATE OF 1/2 ... OF 1% PER MONTH UNTIL PAID. Date _ Authorized Signature DATE PAID CHECK N0. Cq - - Authorized S' nature a ?Industriai .%XP[RATION DATE: and Permit ' e Representativ _. Tittei_ (FOR ACCOUNTING DEPT, USE ONLY) TOTAL ACTUAL DISCHARGE AT S /MG - DEPOSIT FROM ABOVE UNDER DEPOSIT OVER DEPOSIT ' INVOICE DATE INVOICE NUMBER REFUND DATE �a�si�e Drive /�„/prore��r� �s �C -/497i iPesirlr� %s /l/if ��.� �sn Gs aS 'r►1 � �L C 22) Z70Q �uwt5io�t OriVC 2706, %3�V�siote Ori ✓e 3) /os � 2f) 27/0 , 'i) 147 •, r' Zs) Z -7 2d ' ,:F) /d A " " ZG) - 2730 . I (;) /// 27) 303.3 " 7) //3 .. Olt Z8) 3101 e) 115 r. rr Zq) 3111 I� 9) 117 r. II 30) 3135-- 2209 A'a�� Drive 3/, 37-11 r I 2ZZ3 ol " 32) 3 ZOq 22 Z7 Olt 33) 3Zo7 " /3) 2331 '' Olt 34) 3ZOS ' I /4) Z23 3 35) 3203 Ott 15) /G) 2307 ' r' 37) ¢03 Fir n/ralAve /7) Z3 /� " S .38) 40¢ Gels /ia H It 3`l) I 329 /(4argvaii+e Avcw, ve /9) 2323 I, 2 3t q S",40 7, B Oa) 2340 r' �' 90� //%arias iPrsar�y7<3Zo/ �esf 2/.) 3/�/ E Coos% - /Oiowww ��S�de ,O� -� ✓e /�,,�pra ✓caavc,�,�ps �C -fg47) s�CS�� -t �7 D�-- �cas�rl�,�sts /YoJ�i7'ita�iati Ci,.r �`. -a) 7,� .eewl e5l*, ew 33Z ,t�lrrq�ti� �e fi ✓u�ue 4,3) �wc6ersvP�(�c� -+Mae 44) /S4A Corl n Ah IO" ye c /r f C Io�lo 1401 40�seVV O�✓ d� i G -V) &16aa YW * C414 Ate,: eo•"o"adore kat,Ro•ss /60/ /Aww sale 0o.1 �e . 46) O*W V e O' ev4 f� liars /90 / �s,GCeYtj',Ori va 90' tY, Ss* Bw'ysi Q sr:s Ca je A5 4. Ie ' ASP ?mo D j v ¢ '6..sMa.y � is A6 r1 % /a"W.t a , 1' i 1' �I II = YSI. . % 4 >j 00. SuRrAfL a • • • t�AR /es II (I O Ce.VSr.¢u4;,- /8~•?C.P Sr»a w p- f4,lA/ I I1 (z000 -D� I� if 2O Co.vsT.¢vcT C�e6, /NtET ryPL OFILE o[ 0 plr C.Ale. STD. 305 -1- V +" a 4'i Co.israucr -W.-AO. -W.-AO. /° SwNA oe N r "- ZO F,oq,.7 �'�d9£.P ot/�Q TAP oFG.esL.s�f IW I ® W4r6P .d14i.V Week Pa@ SNBE'Y' & oG IS (w- S+o¢ -S) ® R44.7,0V4 IS f�C.M•P. v- - 1M7b rX .. evK8 /.vLBT .1 `�• . . 1 A 4 UE - E �. AVE. 5 rl s.o � aAsT /iWY aEwF�; CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MAR6UER 17-E AVE..S'rORM ORAWV .TfR DATE APPROVED ASST. PUBLIC WORKS DIRECTOR R.E. NO. 12 Qfo Ica Q P� " CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MAR6UER 17-E AVE..S'rORM ORAWV .TfR DATE APPROVED ASST. PUBLIC WORKS DIRECTOR R.E. 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'i v i�I ct�IN,NIp� pqq N Otl�{t QQ —�� N�kk �N�� lug` i1 6 I� J I I�y��= lui {�I I d e e viQ a _ a_ s FI I.cic?i.oi3t` ssll sM X i u'. �I I1U III v14 a 3 Q sly; 'I��Io�NN!�N�N'•.N4MRN.,^+ti��• -°0 '� • a°�_�:i•"�� �o���,l�l>; ilk, �la�o 0 F W I� a' z .y @ will tl y f � \N O Lal Q AL VA O N F W W 2 4 ZI z Q r M r f $a 1 I•j 1 1 1 .I I I:1 I.1 I I i i�zdi log ��1 1 �N� el I� • I izQY) ly I h Z �( •I �a % � z b 1 in { of { , 1 0� •{ Y °R 1 181 1 •i °t M 1 I �1 I p \ yhhV Q J W 'uVl4fltl�e3�� O' 7 y N O V 'f� �? \ * 7 H 7 cq �11 R is AE � v ► € �}_ �t pf , fey ` CL CL h� Q Ilk :Ry�� '�`ohi��fS� �. =�_ y�+ 1 VA O N F W W 2 cQ L In O O - J F t y;1 1 4 O M tl � 1 � { 4 Q v $ •W a N U W ! Q � Z { W Z ' J 1 1-0 Z i- U [J CI' J J L 7 E��d�INI�INIIII �I�I�IRI oil, ����IWINOIIIII CI' J J L 7 I h.I A ti m 4 a d M • W Q N �.W Q W x Z O Z F U W } Q 7 N O m ',.I 111111111L 1111 �MMM11111111111ufn Um a w nnWmmnnmm��m� �Ild�l�llllalgllullllll �unnmumemuvn�nn' �IIIN�NNIN�Allullll �NIIIIY�INMIARIIIIIIIIIII ���€����I�IMIIYIIIII� ��i����ININn011oN11 a w CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT CONTRACTORS CHECK -OUT LIST Bid Opening 2 -13 -75 PROJECT Bayside Drive Street, Storm Working Days Deposit Required none Sewer and Water Improvement; C -1497 Engineer's Estimate____ , NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS Parkson Inc, 14000 Firestone Blvd, Santa Fe rings, CA 90670 M G R Constr Co Inc .V 149 Puente Ave Rrpa- CA 92621 529 -8088 De Leon Const // 207 Coffman Avenue AA-heim, CA 99805 774 -7021 Stang Hydronics Inc jZ 767 No Main St, Orange, CA 92667 639 -9535 Industrial Fence and Supply, Inc. 53 (P.O. Box 7381, Long. Beach, 90807 630 -1284 Meyer A -J Pipeline, P.O. Box 104 S1 San Bernardino, C 92402 885 -9961 S B C, Inc. s� 630 S. Hathaway St., Santa Ana, CA 92705 541 -6669 Marden Susco 2840 W. First St., Santa Ana 92703 Jf� 541 -6621 CraneVeyor Corp. 213 57 1524 N. Potrero Ave., So. E1 Monte 91733 442 -1524 G�oxsz`'• G.W. SHORE S9 14089 Nona Lane Ecco Contractors, Inc. j 1417 N. Harper St, Santa Ana, CA 92703 531 -4853 Ciity� GzC ao Bvca517 �� _1,4f ��7g6 B _ • CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT CONTRACTORS CHECK -OUT LIST Bid Opening 2-13 -75 PROJECT Bayside Drive Street, Storm Drain, Working Days 12 Improvements C -1497 Deposit Requ re �ateIone . Sewer and Water Im p Engineer's Estimate 5298.300.00 NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS Mac =Well Co. 1353 Miller St ' Anaheim. 2 Byron L. Crume, Inc. 3Q 10336 So Painter, Santa Fe Springs 521 -1001 Thomas Contr Co. 1122 No Harbor, Santa Ana, CA 92703 531 -4810 Waterco. Supply 5 o y 3 P.O. Box 2025, San Bernardino i 887 -5315 C.K. Pump & Dewatering Co. 37. 1152 Hatbor, Long Beach 90813 432 -3461 3� AO. o% G.4 C/Ci7c� & 62. - 3- S 2 5 �. 02 s vo �. Pt o�� 90 oa3 c2 /3— 6 3 LVq G.R. McKervey Afi) 16802 Construction Way -West, Irvin 57 -1240 •`� X36 Ire Bejadtorp, 569 So Van Buren St, Placentia 92670 28 -6224 ' " � /i— 7— `f - S Matt J. Zaich & Sons, Inc. y 6822 Farmdale, No. Hollywood, 91605 875 -0280 Gallacher Company, Inc. 1127 Baker Street, C M 92626 549 -1551 p 4C� U S PIPE & FOUNDRY, p 3033, P.O. BOX Riverside 92509 685 -5251 • CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT CONTRACTORS CHECK -OUT LIST Bid Opening Irm/r. /$ /97,5 PROJECTSAYS/,OC AmoVef STi�Et7� S7oRM Working Days_ /zo Deposit Required ale ajR/N SEWE/t AV0 c✓.1T6¢ /MP. 1C'-1jV) Engineer's Estimate gW3Gb- NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS j 17 za¢u,� �C�� 1%1175 3zc4co9 .Havf 2/G /Vb• Wr /8 .Sa Q/ 7 47 -G29 Me tw rvsACe• /Ow : j 0..6ox 3.Sd /9 vwv Aw .& 0#4:00 ZZ7M -7421 ZO , Oro C'+ /� 9 -✓� � mains - /lsMarrr a 2 /. f/ 1 !9 W 14W 1L. OZ7Aa / .MSnYe /Geartsrf si t �y RO. Box /•/36 /i !/ Z3. f2e Z4 ,Pcv /YJc C/e/000? w Sots /700 .Su�lr�ad.-.4rr•� // // 24. Ace fdioe /rte // IS• ssla Alex Raeeers�hV Lo. -7441 A.Nit.F (ONdfRVGT /QN' gar weir Z srxdvr Z7, 0,V7-.4,41,0 Ut /F. 91742 �Yesrsitdyy ��a /�rrC 30• JAWR INC. 14 Goodwill Court, Newport Beach 92660 645 -9436 Fluid Specialties P.O. 169 Bin 41 793 -2040 B T ENGR,18P9:1 Imperial Hwy �2, Yorba Linda 92686 vlCtb CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT CONTRACTORS CHECK -OUT LIST Bid Opening PROJECT ,BAYS /DE OR /VE 5•TREET STDRM Working Days 1 Deposit Requ re oh e D",41 SeyxR ANd NfATF2 /Mi? CC- /4q7 Engineer's Estima e,$24B,360 NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS e r�y�r Ave //Z7I7S -s a emu/ -te 9?2 7eS- 2 • .4 G/i DO /3 -1477 ham a Dv+o�y Re, Lrs /33C . �diaf ep-7 ./•So,-le3 3. 7h- a ,V /,tr/ gm %!<. (!2 1,3) /4/ 7 G-ew -1APM7 ' G� , th Csyopo ",1� P.D. /3oX .C3 -T 6 f?o. /dox 432 .iF.Shca cob /77C• 655 Brea Canyon R ad ] IZp Walnut 91789 » 7 9 /724Se•Sur a., zk eew C'A /, FZ -7&s- Sse- c 245-Z 7 Cr6 -r-44 -o el- /O T• y c� C. /rvl gas-as -ia59S f/�y4ro- G.sdvit rP• � P6 • .CdoX 939 // // hOyi4 G /f;0e 917 ,?d o •Box 7sZ A f 6i6ra Ca /7"-' 906.31 876- 930 �,r�SP)7S 6e4/z'rtct oks v y . U•S. .,oe orn emu» rtJ. ��3� • -/ yritrar� iP�° o /S. P• o. ,C•b x si 1997 /llv1 v G/ 91734 Sow /w Co »s rat /ice /6. 7/3 Alp W0o,/rh / / / E! rm Ll rt I I-A =MEN mjmmm MENNEN INEEINNN- NEE --OW MEN ME 0 NEENEEMEN El MENOMINEE MEN MENNEN ■ ONE ■ MEN MEN IMENEEN Em ■ ME E! rm Ll rt I I-A PURCHASE ORDER ;, - WP 0,43x o� T CI C W30ORT PART B , nuR'aaoea muNE�it xL�A+woe �'•...PMO" NOil {i 2 B OOdlARD t INa. IXW NEWPORT: iEACN[,y, CALI�RNIA f2ii0 � <� rA E DE ICKETS SHALL IN- > CLUDE R PRICE a. ` DAT DEPT. larch -13 X975 City.Counci1 VENDOR } t UNLESS OTHERWISE NOTED) C Behek Company an 16706 Construction Way East Irvine, Calif. 52705 �l P DEPM1MEW CM 1 I ; ..tea' FqR c pan" is to I 9*�# i, �.at , irpro.Enm!nts as per contract s J.. Resolution 3443 IMPORTANT )23_497003 197701.0 CITY OF NEWPORT BEACH )25574013 27:885.0( The Articles covered by this Purchase Order or Contract must con- form with the Safety Orders of the State of California, Division v; 193322021 19,213.0( . of Industrial Safety. 't 1 50)9297004 1 143,881, .5 Showas a separate item an retail sales tax, use tax or Federal Y f ai tax applicable rothis purchase D. W. MEANS s This order subject to California sales tax. All allowable transportation charges must be prepaid and shown as a separate item on the invoice. Do not include Federal transports- r,T,. PUIRCNASING AGENT : } tion tax. DEPM1MEW CM 1 I ; ..tea' FqR c A PURCHASE ORDER NO. , 041;.2 t INVOICE iar .bUPtTGAT}£';y_ 01 OF NEWPORT B 01 TNIS 'ORDER NUMBER MU T ��.. ,e 'eT"� i9S�!�s® VENDOR $ebek C9M�+aw 157Cir; Construction Jay East .. Irvine. (,al 7'�. ;'a:;rovF:nerts as per contract fit° {497_;.. :esolutloo 8443 A NOTICES. 4= 1". EXPRESS- PM " IBNEWPDRIBOIRkVARB 0234_47003 ... 1 > IXGIyGt,. .. +- t - 17¢ ICKETS SNl1ll M , _ PHONE - CLUDE to IT PRICE. The Articles covered by this Purchase Order or Contract must con- DATE DEPT, - 13 . 1'7J ',1t`! Li1UiTCiI / . ' SHIP TO ...- - 13AME UNLESS f:11HERWISE NOTED) - of Industrial Safety. rA 143 n �l CD 1 tax applicable to this purchase. s Ma ezr. ? _ ;'a:;rovF:nerts as per contract fit° {497_;.. :esolutloo 8443 DEPARTMENT COPY V. 388,680.50 IMPORTANT 0234_47003 197,701.0 ULT1574013 27 �f The Articles covered by this Purchase Order or Contract must con- / . ' form with the Safety Orders of the State of California. Division 193322021 19,213.0+ of Industrial Safety. 50 9297004 143 n �l Show as a separate item any retail sales tax. use tax or Federal tax applicable to this purchase. This order subject to California sales tax. All allowable transportation charges must be prepaid and shown as a separate item on the invoice. Do not include Federal transporta- tion tax. DEPARTMENT COPY V. 388,680.50 �j Will IINNSSUURANC E�COMPANIES C.erutiicate o/ tn6uraaCe /S3 / ® Great American Insurance Company ❑ American National Fire Insurance Company (Herein called the Company) In the event of cancelation of the policies designated below,it is the intent of the Companyto mail 30 days prior notice thereof to: r City of Newport Beach NOTE: This Certificate of Insurance neither City Hall affirmatively nor negatively amends, extends, 3300 West Newport Boulevard nor alter the coverage afforded by the Newport Beach, Calif 92660 policy or policies numbered in this certi- ficate. The Company certifies that the following insurance policies hove been issued to: NAME OF INSURED ADDRESS OF INSURED BEBEK COMPANY 16706 Construction Way East, Irvine LIMITS OF LIABILITY TYPE OF INSURANCE POLICY NUMBER POLICY PERIOD BODIIY INJURY PROPERTY DAMAGE WORKMEN'S COMPENSATION STATUTORY NO COVERAGE and EMPLOYERS' LIABILITY PC66778988 4/l/74-75 $ 2,000,000 NO CWERAGE COMPREHENSIVE GENERAL LIABILITY E OCCURRENCE E EACH $ AGGREGATE $ AGGREGATE MANUFACTURERS' AND $ OCCURRENCE CONTRACTORS' LIABILITY E OCCURRENCE $ AGGREGATE OWNERS' AND CONTRACTOR $ EACH OCCURRENCE PROTECTIVE LIABILITY $ OCCURRENCE $ AGGREGATE OWNERS' LANDLORDS AND TENANTS' LIABILITY E OCCURRENCE $ OCCURRENCE COMPLETED OPERATIONS AND E EACH E OCCURRENCE PRODUCTS LIABILITY $ AGGREGATE $ AGGREGATE COMPREHENSIVE $ EACH PERSON AUTOMOBILE LIABILITY E $ OCCURRENCE OCCURRENCE OWNED AUTOS $ EACH PERSON E OCCURRENCE $ OCCURRENCE O '<_ HIRED AUTOS $ EACH PERSON f E OCCURRENCE $ OCCURRENCE OTHER NON -OWNED $ EACH PERSON AUTOS E OCCURRENCE E OCCURRENCE COMMERCIAL UMBRELLA $ each occurrence, aggregate where LIABILITY applicable, in excess of Primary insurance recorded. s DESCRIPTION AND LOCATION OF OPERATIONS AND AUTOMOBILES COVERED Bayside Drive - Street, Storm Drain, Sewer and Water Improvements Bayside Place to Marguerite Avenue (Contract No. 1497) "I am aware of and will comply with Section 3700 of the Labor Code, requiring every employer be insured against liability for Workmen's Compensation or to undertake self - insurance before This Certificate is not valid unless countersigned by an authorized representative of the Co TA, AUTHORIZED R&MESENTATIVE CITY OF NEWPORT BEACH CERTIFIVE OF INSURANCE FOR CONTRACT WOROFOR CITY IMPORTANT: THIS FORM IS THE ONLY CERTIFICATE OF INSURANCE ACCEPTABLE TO THE CITY OF NEWPORT BEACH WITH RESPECT TO CONTRACT NO. 1497 MODIFICATIONS TO THIS CERTIFICATE ARE NOT ACCEPTABLE Project Description: BAYSIDE DRIVE - STREET, STORM DRAIN, SEWER AND WATER IMPROVEMENTS, BAYSIDE PLACE TO MARGUERITE AVENUE This is to certify that the GREAT AMERICAN INSURANCE COMPANY Name of Insurance Company) has issued to BEBEK COMPANY Name of Insured 16706 ConstructionWa East, Lrvine California 92705 ddress of Insured the policy of liability insurance certified herein. CITY CONTRACT ENDORSEMENT This endorsement is attached to the policy described herein to assure compliance by the named insured with the terms and provisions of the contract or other agreement(s) entered into between the insured as contractor and the City of Newport Beach. The Company amends the policy described herein as follows: 1. It is hereby understood and agreed that the policy to which this certificate refers may not be cancelled or materially changed until thirty days after receipt of registered written notice of cancellation or change by the City of Newport Beach, c/o City Clerk, 3300 Newport Boulevard, Newport Beach, CA 92660. 2. The City of Newport Beach, its officers and employees are hereby declared to be additional insureds in the policy described insofar as they may be held liable for injuries, death or damage to property excluding the sole negligence of the City, its officers and employees. It is further agreed that any other insurance carried by the City, its officers and employees shall not be contrib- uting or primary with the insurance provided by this policy. This policy includes at least the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured and the Certificate Holder Named above. b. Owned, Hired and Non -Owned Automobiles. c. Contractors Protective Liability (When Insured engages Subcontractors). d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad Form Property Damage. h. Marine or Aviation (when applicable). Name of Agency or Broker: AGENCY BONDING, INC. Address of Agency or Broker: 1720 E. Garry Avenue, Irvine, California 92705 Telephone No. Countersignec re ial ) /e jal Effective date of this endorsement: March 1 , 19 75 , Endorsement No. #1 i Policy Term Limits of Liability Coverage Policy No. Each Occurrence Aggregate (Minimum: (Minimum: $500,000) $ 500,000 Protecti, $1,000,000 Products $ 500,000 Contracti SHOW C )MPLETE INFORIATION BELOW COMPREHENSIVE LIAB. Combined Single Limit Bodily Injury or Property Damage Policy No. SLP7229621 Ro 66S4000 3/1/75 3/1/78 From: 5/4/73 3/16/76 To: to $ $I Ono,nno Protecti 11...... Ooo Products $ 1,000,000 Contract Eh Occ 9 a ac C.SL This policy includes at least the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured and the Certificate Holder Named above. b. Owned, Hired and Non -Owned Automobiles. c. Contractors Protective Liability (When Insured engages Subcontractors). d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad Form Property Damage. h. Marine or Aviation (when applicable). Name of Agency or Broker: AGENCY BONDING, INC. Address of Agency or Broker: 1720 E. Garry Avenue, Irvine, California 92705 Telephone No. Countersignec re ial ) /e jal Effective date of this endorsement: March 1 , 19 75 , Endorsement No. #1 i WAN JL INNSSUURANARWIKCE COMPANIES CrN cafe 0/tn surance l E ® Great American Insurance Company. American National Fire Insurance Company (Herein 4wpany) In the event of concelation of the policies designated below,it i intent of the Company to mail 30 days prior notice thereof to: NOTE: This Certificate of Insurance neither a, w f affirmatively nor negatively amends, extends, 3M >st Nmwwt 9WAIGN" nor alters the coverage afforded by the I ��1� �t 92"0 policy or policies numbered in this certi- L J ficate. The Company certifies that the following insurance policies hove been issued to: NAME OF INSURED ADDRESS OF INSURED >� aalRarint 167" awltsrt m scar Mott mcw1m °LIMITS Of LIABILITY TYPE OF INSURANCE POLICY NUMBER POLICY PERIOD BODILY INJURY PROPERTY DAMAGE WORKMEN'S COMPENSATION STATUTORY NO COVERAGE and EMPLOYERS' LIABILITY NO COVERAGE COMPREHENSIVE $ occURR NLE EACH $ OCCURRENCE GENERAL LIABILITY $ AGGREGATE $ AGGREGATE MANUFACTURERS' AND $ OCCURRENCE CONTRACTORS' LIABILITY $ OCCURRENCE $ AGGREGATE OWNERS' AND CONTRACTOR $ EACURRENCe PROTECTIVE LIABILITY $ $ AGGREGATE OCCURRENCE OWNERS' LANDLORDS AND TENANTS' LIABILITY $ EACH $ OCCURRENCE COMPLETED OPERATIONS AND $ EACH $ OCCURRENCE PRODUCTS LIABILITY $ AGGREGATE $ AGGREGATE COMPREHENSIVE $ EACH PERSON AUTOMOBILE LIABILITY $ EACH $ URRENCE OCCURRENCE OWNED AUTOS $ EACH PERSON EA $ OCCURRENCE EACH $ OCCURRENCE HIRED AUTOS EACH PERSON <.! l LAC $ OCCURRENCE $ OCCURRENCE OTHER NON -OWNED $ LACK PERSON AUTOS $ OCCURRENCE $ OCCURRENCE COMMERCIAL UMBRELLA $ each occurrence, aggregate where LIABILITY applicable, in excess of Primary insurance recorded. 0 viii iiQ�ft I MR%SI plow to Noxgund" &"ON" 4ftWk=ft up. ion - 'I aet a isift K eei %4.0 eempltp• WAtlh IMotlm i700 of the Leber 00"t fie! owwy eeplie m b• ieeeeet ayetest ll4:!klt�. OW ftillkrra'e cbepemeetlee W b UAW %** Mit- 1asesam� bat=* see�e�adee ees e! tie " l�. This Certificate is not valid unless countersigned by an authorized representative of the DATE CITY OF NEWPORT BEACH CERTIFIVE OF INSURANCE FOR CONTRACT WOROFOR CITY IMPORTANT: THIS FORM IS THE ONLY CERTIFICATE OF INSURANCE ACCEPTABLE TO THE CITY OF NEWPORT BEACH WITH RESPECT TO CONTRACT NO. MODIFICATIONS TO THIS CERTIFICATE ARE NOT CCEPTABLE Project Description: DAYSIN D1tM 22NJ=' 62 051[ D"=' gnu AM NaTIM This is to certify that the WMT ANWCaN 111oOOU1= cc"AN! Name of Insurance Company) has issued to axon COMAHr Name of Insured 16706 Coutrwtioa Nay out, lrvLw, Calf1wala 92705 (Address of Insured the policy of liability insurance certified herein. CITY CONTRACT ENDORSEMENT This endorsement is attached to the policy described herein to assure compliance by the named insured with the terms and provisions of the contract or other agreement(s) entered into between the insured as contractor and the City of Newport Beach. The Company amends the policy described herein as follows: 1. It is hereby understood and agreed that the policy to which this certificate refers may not be cancelled or materially changed until thirty days after receipt of registered written notice of cancellation or change by the City of Newport Beach, c/o City Clerk, 3300 Newport Boulevard, Newport Beach, CA 92660. 2. The City of Newport Beach, its officers and employees are hereby declared to be additional insureds in the policy described insofar as they may be held liable for injuries, death or damage to property excluding the sole negligence of the City, its officers and employees. It is further agreed that any other insurance carried by the City, its officers and employees shall not be contrib- uting or primary with the insurance provided by this policy. This policy includes at least the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured and the Certificate Holder Named above. b. Owned, Hired and Non -Owned Automobiles. c. Contractors Protective Liability (When Insured engages Subcontractors). d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad Form Property Damage. h. Marine or Aviation (when applicable). Name of Agency or Broker: AGE&= Nmin' X31C• Address of Agency or Broker: 1720 X. GMU avow, =srlaa. CalLfaraLa 92705 Telephone No. (714)S56 -6516 Countersigned by: ? L (Authorized In urance Company Representative Effective date of this endorsement: K"ch 1 , 19 75 , Endorsement No. f1 re jal) ve jal Policy Term Limits of Liability Coverage Policy No. Each Occurrence Aggregate (Minimum: (Minimum: $500,000) $ 500,000 Protecti, $1,000,000 Products $ 500,000 Contracti SHOW C MPLETE INFOR IATION BELOW Policy No. 3/1/75 tc COMPREHENSIVE LIAB. 3/1/78 Combined Single 22%21 From: 5/4/73 D $1,000,000 Protecti Limit Bodily Injur 6653000 3/16/76 $1 000 000 Products or Property Damage To: $1#000,000 CSL . . Contract Each Occurrence This policy includes at least the following coverages: a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured and the Certificate Holder Named above. b. Owned, Hired and Non -Owned Automobiles. c. Contractors Protective Liability (When Insured engages Subcontractors). d. Products Liability or Completed Operations. e. Explosion and Underground Hazards (when applicable). f. Personal Injury Hazards. g. Broad Form Property Damage. h. Marine or Aviation (when applicable). Name of Agency or Broker: AGE&= Nmin' X31C• Address of Agency or Broker: 1720 X. GMU avow, =srlaa. CalLfaraLa 92705 Telephone No. (714)S56 -6516 Countersigned by: ? L (Authorized In urance Company Representative Effective date of this endorsement: K"ch 1 , 19 75 , Endorsement No. f1 re jal) ve jal .... 0 CONTRACT NO. 1497 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR /S3 / CITY CLERK BAYSIDE DRIVE- STREET, STORM DRAIN, SEWER, AND WATER IMPROVEMENTS BAYSIDE PLACE TO MARGUERITE AVENUE APPROVED BY THE CITY COUNCIL ON THIS 27th DAY OF Jan., 1975 Laura Lagios, City 7 r SUBMITTED BY: BEBEK CO. Contractor 16706 Construction Way East Address Irvine, California 92705 City Zip 540 -4922 Telephone $ 388,680.50 Total Bid Price 4 *. 0 4 Page 1 CITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 10:00 A.M. on the 13 day of February , 19 75, at which time they will be opened add read, for performing work as follows. STREET, STORM DRAIN, SEWER AND WATER IMPROVEMENTS - BAYSIDE DRIVE FROM BAYSIDE PLACE TO MARGUERITE AVENUE CONTRACT NO. 1497 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 ann ter o�ratee Seal shall be affixed to all documents requiring signatures. In the case of a arP tnership, the signature of at least one general partner is required. No bids will be accepted from a contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The contractor shall state his license number and classification in the proposal. One set of 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. It is requested that the plans and contract documents be returned within 2 weeks after the bid opening. (cont.) V. 0 L! Page la The City has adopted the Standard S 02S Id for Public Works Construction (1973 Edition) as prepare y t e out ern 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 $5.00 per set. A standard "Certificate of Insurance for Contract Work for City" form has been adopted by the City. This form is the only certificate of insurance acceptable to the City. The successful low bidder will be required to complete this form upon award of the contract. For any required bonds, the company issuing Bid Bonds, Labor and Material Bonds, and Faithful Performance Bonds must be an insurance company or surety company licensed by the State of California. The companies must also have a current General Policy Holders Rating of A or better, and a Financial Rating of at least AAA as per the latest edition of Best's Key Rating Guide (Property = Liability). 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 Resolu- tion No. 8090 adopted September 10, 1973. 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). The City reserves the right to reject any or all bids and to waive any informality in such bids. Revised 12 -10 -73 -. _, 0 0 Page 2 All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this Proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals. The estimated quantities of work indicated in this Proposal are approximate only, being given solely as a basis for comparison of bids. The undersigned has checked carefully all of the above figures and understands that the City will not be responsible for-any errors or omissions on the part of the under- signed in making up this bid. The undersigned agrees that in case of default in executing the required contract with necessary bonds within ten (10) days, not including 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. 177769 Classification A Accompanying this proposal is Ud Cash, Certified Check, Cashier's 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. hone Number D,te [Td7Td; � (SEAL) Individual 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 1. Structures nll Bob Lonawav Lony,BeacVC 1i 2. Paying�� /� Griffith Irvine. California 3. fo. Hof �T 4. 5. 6. 7. 8. 9. 10. 11. 12. �: Auth �e Signature Type of rganization (Individual, Co- partnership or Corp) ress -'� 1 0R ORIGINAL SEE CITY CLERK'S F110 COPY Page 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, BEBEK COMPANY , as Principal, and SAFECO INSURANCE COMPANY OF AMERICA as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of TFN DFRr.FNT OF THE AMOUNT BID IN - - - - - -- Dollars ($ 10% ), lawful money of the United States for the payment of which sum well.and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden principal for the construction of Project # 1497 Bayside Drive- Street, Storm Drain, Sewer, and Water Improvements, Bayside Place to Marguerite Avenue 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 pf 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 13th day of February , 1975 Corporate Seal (If Corporation) (Attach acknowledgement of Attorney -in -Fact) ..Ti �. BEBEK COMPANY Principal S/Jghn ebek, Owner Safeco Insurance Company of America Surety By S /Jane Kepner Ti tle .. Attorne -i n4act 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 sought by this bid. !_.. Subscribed and sworn to before me by this 13th day of .lams ry 19 7r My commission expires: .. �V� 4 r ":!'. a :'.: � , /_'.. _.:_ �: V '.SIiY ...� 5 �n�C. R.d _aE!c..k_i rg ..^e `.f :. •. WOR ORIGINAL SEE CITY CLERK "S a COPY Page b STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his.financial responsibility. On file with City Clerk. �v!s14h_.Bebek„ g e . 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. 12 -74 Irvine Ind•_ Complex rpnrgp Parkar A33 -lnan r 6 -74 Orange Co. Flood Control Howard Dawson 834 -2300 73 Orange Co. Sanitation Bruce Whitcher 540 -2910 n S John Bebek 9e A/6. 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 _February 24. 1975 as awarded to BEBEK COMPANY ................ hereinafter designated as.the "Principal ", a contract for BAYSIDE DRIVE STREET, STORM DRAIN. SEWER AND WATER-IMPROVEMENTS - BAYSIDE PLACE TO MARGUERITE AVENUE CONTRACT 1497 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 A64,6 Z Ccvn wA as Principal, hereinafter designated as the Contractor and ...... S/9FEC0 ��sU,eflnA',6 c�ir?,OS�.y�/ �F ffm�,p /GA as Surety, are held firmly bound unto the City of Newport Beach, in the sum of OA/a IkAlAe_EQ L-& Z ;&C0- P -)-,Wazj 5, Dol bars ($ TNJt'EE AlvAl eED Foy ry191vD i /ioo Ns 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 free;, to be fixed by the Court•as required by the Provisions of Section 4204 of the Government Code of the State of California. 0 (Labor and Material Bond - Continued) • Page 9 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 (N2g-'A�) day of 19-ZT-. This bond was approved by the City Council of the City of Newport Beach by motion on ae Attest: City Clerk zgE66cE Corn oi9n�� (seal) (Seal) (Seal) Contractor (Seal) CG �r1Pfa.v yC O F ffmE,Pic�J /-�� T�%�o- : e✓Jiaf (Seal) �JHnI�IIEOrV�iP (Seal) 7;r4eN6Y- /N- 1 "C7 State of Calif County of Orange ss. On February 28, 1975 , before me, a Notary Public in and for said County and State, residing �1 therein, duly commissioned and sworn, personally appeared JANE KEPNER known to me to be Attorney -in -Fact of SAFECO INSURANCE COMPANY OF AMERICA the corporation described in and that executed the witmn and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duty acknowledged to me that such corporation executed the same. 1 � IN WITNESS WHEREOF, I hgvg.tyereupjo_ set my-pand and allixedarty official seal, the day and year stated in this certificate above. My Commission Expires J Notary Public Public 360212 -6.66 a f"'-'y iv:::. ^..i�3iGn :; = -1: 2:+ t:... 1978 V90JJJJ40JJ000JJOJOJJ ♦JJrYJJOJ� i • /� Page. 10 t� , NO• o2s�'�Oo�lo PERFORMANCE BOND VW. $Azz 66-00 KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted February 24, 1975 has awarded to BEBEK COMPANY hereinafter designated as the "Principal ", a contract for BAYSIDE DRIVE STREET, STORM DRAIN SEWER AND WATER IMPROVEMENTS - BAYSIDE PLACE TO MARGUERITE AVENUE CONTRACT No. 1497 in the City of Newport Beach, in strict conformity with the drawings and specifications and other contract documents now on file in the office of the City Clerk of the City of Newport Beach. WHEREAS, said Principal has executed or is about to execute said contract and the terms whereof require the furnishing of a bond for the faithful performance of said contract; NOW, THEREFORE, We, 6,Cg3EX CDinPAA/I/ as Principal, hereinafter designated as the "Contractor ", and As Surety, are held and firmly bound unto the City of Newport Beach, in the sum of TN.PEE /�UiYZ7/PED Eic�HTs/E /GffT TtYOcZS,gNA ,Sim Z No.PF i �� An/n SO//cVrs/sDollars f$ XX�686•5n), 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. I 0 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 instrument has been duly executed by the Principal and Surety above named, on the C-Q9 day of y 191 . L��BEK LOM/�AN✓ (Seal) 2r� Pr_ Z (Seal) 10 (Seal) Contractor AEECo 1MSA,j0,4NGC (Seal ) i77.�AN O F , mc,piGA kq (Seal) L%fiNE K�pn(E.�' ,47- ro )EMEg - IAI- F,4c7* (Seal) -- surety State of CALIF + County of ORANGE j ss. ' d On February 28, 1975 before me, a Notary Public in and for said County and State, residing t therein, duly commissioned and sworn, personally appeared JANE "PNER known to me to be Attorney -in -Fact of SAFECO INSURANCE COMPANY OF WRICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. I IN WITNESS WHEREOF, Fhav6 d and-irfjiked myrAfficial seal, the day and year stated in this certificate above. �a o My Commission Expires_ •�!�?!!p1� 0 notary Public iS, /.. ,,.... s..w. . 23, 1D!11 360212 -6.66 - oocoa000000a000000avo +ooaa.:,on Page 12 CONTRACT THIS AGREEMENT, made and entered into this /47,7{ day of. 1_w"C.Aj 19_Z�5, by and between the CITY OF NEWPORT BEACH, California, hereinafter designated as the City, party of the first part, and BEBEK 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 BAYSIDE DRIVE STREET STORM DRAIN SEWER AND WATER IMPROVEMENTS - BAYSIDE PLACE TO MARGUERITE AVENUE CONTRACT NO. 1497 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. 6 0 Page 13 5. Pursuant to the Labor Code of the State of California, the City Council has ascertained the general prevailing rates of per them 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 0 CITY OF NEWPORT. BEACH, CALIFORNIA ): � By' 0.- f I t \A_ 3 � � 0,-Q � G n ractor (SEAL) By: to By: Title PR 1 of 8 BAYSIDE DRIVE STREET, STORM DRAIN, SEWER AND WATER IMPROVEMENTS BAYSIDE PLACE TO MARGUERITE AVENUE CONTRACT NO. 1497 PROPOSAL To the City Council City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. 1497 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices for each item complete in place, to wit: ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1 Lump Sum Site clearing and grubbing including removal of pavement, curb, gutter and sidewalk @ Five Thousand Dollars and No Cents $5 000 0 $5 000 0 Lump Sum 2 120 tons Construct 4" thick A.C. pavement including tack coat @ Eighteen Dollars and No Cents $ 18.00 $ 2,160.00 Per Ton 3 240 tons Construct 1" thick A.C. overlay pavement including tack coat @ Eighteen Dollars and No -Cents $ 18.00 $ 4.320.00 Per Ton � >Z{mi 40 . PR 2 of 8 4 200 tons Place aggregate base @ Eleven Dollars and No Cents $-I1-on $ 2,2nn nn Per Ton 5 420 L.F. Construct Type "A" curb and gutter 6" curb face @ Six Dollars and No Cents $ 6 nn $ 2 90 Q Per Lineal Foot 6 902 S.F. Construct 4" thick concrete sidewalk @ One Dollars and Fifty Cents $-1,50 $_1.353,00 Per Square Foot 7 100 S.F. Construct residential driveway approach Type III @ Three Dollars and No Cents $-3.00 $ 300.00 Per Square Foot 8 140 S.F. Construct modified commercial driveway Type II, W =20' per CNB gtd. -112 -L @ Two Dollars and No Cents $-2.00 $ 280.00 Per Square Foot 9 42 L.F. Construct concrete block 4 feet high @ Fifteen Dollars and No Cents $15.00 $ 630.00 Per Lineal Foot ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 4 200 tons Place aggregate base @ Eleven Dollars and No Cents $-I1-on $ 2,2nn nn Per Ton 5 420 L.F. Construct Type "A" curb and gutter 6" curb face @ Six Dollars and No Cents $ 6 nn $ 2 90 Q Per Lineal Foot 6 902 S.F. Construct 4" thick concrete sidewalk @ One Dollars and Fifty Cents $-1,50 $_1.353,00 Per Square Foot 7 100 S.F. Construct residential driveway approach Type III @ Three Dollars and No Cents $-3.00 $ 300.00 Per Square Foot 8 140 S.F. Construct modified commercial driveway Type II, W =20' per CNB gtd. -112 -L @ Two Dollars and No Cents $-2.00 $ 280.00 Per Square Foot 9 42 L.F. Construct concrete block 4 feet high @ Fifteen Dollars and No Cents $15.00 $ 630.00 Per Lineal Foot • • PR 3 of 8 10 2 Each Adjust existing sewer manhole to grade @ Two Hundred Dollars and No Cents $ 200.00 $ 400.00 Each 11 1 Each Adjust existing water meter box @ Fifty Dollars and No Cents $_50.00 $ 50.00 Each 12 839 L.F. Construct 60" RCP Storm Drain @ One Hundred Twenty Dollars and No Cents $_120.00 $1001680.00 Per Lineal Foot 13 413 L.F. Construct 54" RCP Storm Drain @ One Hundred Fifteen Dollars and No Cents $ 115.00 $ 47.495.00 1. Per Lineal Foot 14 140 L.F. Construct 48" RCP Storm Drain @ One Hundred Ten Dollars and No Cents $ 110.00 $ 15,400.00 Per Lineal Foot 15 182 L.F. Construct 18" RCP Storm Drain @ Forty- -three Dollars and No Cents $ 43.00 $ 7,$260 Per Lineal Foot 16 45 L.F. Construct 15" RCP Storm Drain @ Forty Dollars and Nn Cents $ 40.00 $ 1„800.00 Per Lineal Foot ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRI`.t'TEN IN WORDS PRICE PRICE 10 2 Each Adjust existing sewer manhole to grade @ Two Hundred Dollars and No Cents $ 200.00 $ 400.00 Each 11 1 Each Adjust existing water meter box @ Fifty Dollars and No Cents $_50.00 $ 50.00 Each 12 839 L.F. Construct 60" RCP Storm Drain @ One Hundred Twenty Dollars and No Cents $_120.00 $1001680.00 Per Lineal Foot 13 413 L.F. Construct 54" RCP Storm Drain @ One Hundred Fifteen Dollars and No Cents $ 115.00 $ 47.495.00 1. Per Lineal Foot 14 140 L.F. Construct 48" RCP Storm Drain @ One Hundred Ten Dollars and No Cents $ 110.00 $ 15,400.00 Per Lineal Foot 15 182 L.F. Construct 18" RCP Storm Drain @ Forty- -three Dollars and No Cents $ 43.00 $ 7,$260 Per Lineal Foot 16 45 L.F. Construct 15" RCP Storm Drain @ Forty Dollars and Nn Cents $ 40.00 $ 1„800.00 Per Lineal Foot 0 PR d of' 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 17 2 Each Construct Manhole No. 2 per C.N.B. Std. -307 -L @ Sixteen Hundred Dollars and No Cents $1.600.00 $ 3,200.00 Each 18 1 Each Construct Manhole No. 4 per C.N.B. Std. -308 -L @ Four Thousand Dollars and No Cents $4- 000 -00 $49nno on Each 19 5 Each Construct connection assembly per C.N.B. Std. -312 -L @ Five Hundred Dollars and No Cents $ son on $? son nn Each 20 1 Each Construct Catch Basin Type OS with local depression @ One Thousand Dollars and No Cents $1 -ono oo $1,noo nn Each 21 1 Each Construct Catch Basin Type OL -A, L =7' @ Sixteen Hundred Dollars and No Cents $1 fino no $1 jinn nn Each 22 1 Each Construct Catch Basin Type OL, L =10' @ Twenty_ ne Hundred Dollars and Nn Cents $fin $fin Each • • PR 5 of 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 23 4 Each Construct concrete collar for storm drain pipe per C.N.B. Std. -313 -L @ Two Hundred Dollars and No Cents $ 200.00 $ 800.00 Each 24 1 Each Construct drainage outlet Plan "B" @ Two Thousand Dollars and No Cents $2,000.00 $ 2,000.00 Each 25 Lump Sum Reconstruct storm drain outlet structure, 60" RCP per Details Sheet 11 @ Two Thousand Dollars and No Cents $000.00$ 2,000.00 Lump Sum 26 8 L.F. Concrete encase existing 8" sewer pipe @ One Hundred Dollars and No Cents $ 100.00$ 800.00 Per Lineal Foot 27 Lump Sum Construct 8" cast iron pipe remodel base of existing manhole and make tie -ins per details on Sheet 7 @ Twn Thousand Dollars and Nn Cents $ 2.000.00$2.000.00 Lump Sum 28 59 L.F. Construct 8" VCP Sewer @ Fifteen Dollars and Nn Cents $ 15.00$ 885.00 Per Lineal Foot 4 w • PR 6 of 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 29 Lump Sum Construct sewage pump station per details on Sheet 12, including wet well, force main excavation and backfill, complete in place. @ Twenty-five Thousand _Dollars and No Cents $25,000.00 $25,000.00 Lump Sum 30* 3,139 L.F. Construct 18" water pipe includ- ing tie -ins to existing water main @ Thirty-three Dollars and Cents $_33.50 $105,156.50 Pe Leal Foot Per i n 31 635 L.F. Construct 6" ACP water pipe includ- ing tie -ins to existing pipe @_Eiftem Dollars and NO Cents $ 15 On $ 9,5+ Per Lineal Foot 32 6 Each Install 18" Butterfly valve and box ca; Tvo Tho-mand _ _Dollars and No Cents $ 2,000.00 $ 12,000.00 Each 33 1 Each Install 10" gate valve and box @ Seven Hundred DolLars _ and Nn Cents $ 700.00 $ 700.00 Each 34 14 Each Install 6" gate valve and box @ rhraa Hundred Dollars _____ and Cents $ 300.00 $ 4.200.00 Eac 4 w 0 • PR 7 of 8 35 2 Each 36 3 Each 37 5 Each 38 Lump Sum Install 4" gate valve and reconnect 2" water service @ Four Hundred Dollars and No Cents Each Reconnect existing fire hydrant @ Four Hundred Dollars and No Cents Each Construct fire hydrant assembly X11 11 :11 11 11 11 NW. Wqqlpyml� @ One Thousand Dollars and No Cents $1 U00 oq_$5,nnn nn Each Abandon existing storm drain, seal ends and fill pipe with sand slurry @ Three Thousand Dollars and No Cents Lump Sum 39 2 Each Install 1j" water service per CNB- STD -503 -L @ Five Hundred Dollars and No Cents Each 40 3 Each Install 2" water service per CNB- STD -503 -L @ Seven Hundred Dollars and No Cents Each 41 Lump Sum Guard underground construction @ Two Thousand N um 111 11 111 11 11 11 111 11 11 11 °•' 11 11 Dollars and Cents $2,000.00 $2,000.00 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 35 2 Each 36 3 Each 37 5 Each 38 Lump Sum Install 4" gate valve and reconnect 2" water service @ Four Hundred Dollars and No Cents Each Reconnect existing fire hydrant @ Four Hundred Dollars and No Cents Each Construct fire hydrant assembly X11 11 :11 11 11 11 NW. Wqqlpyml� @ One Thousand Dollars and No Cents $1 U00 oq_$5,nnn nn Each Abandon existing storm drain, seal ends and fill pipe with sand slurry @ Three Thousand Dollars and No Cents Lump Sum 39 2 Each Install 1j" water service per CNB- STD -503 -L @ Five Hundred Dollars and No Cents Each 40 3 Each Install 2" water service per CNB- STD -503 -L @ Seven Hundred Dollars and No Cents Each 41 Lump Sum Guard underground construction @ Two Thousand N um 111 11 111 11 11 11 111 11 11 11 °•' 11 11 Dollars and Cents $2,000.00 $2,000.00 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT - UNIT PRICE WRITTEN IN WORDS PRICE PRICE 42 60 L.F. Construct 8" ACP water pipe includ- ing tie -ins to existing pipe @ Twenty Dollars and No Cents $ 20.00 $ 1,200.00 Per Lineal Foot 43 1 Each Install 8" gate valve and box CO Five Hundred Dollars and No Cents Each $ 500.00 $ 500.00 TOTAL BID PRICE WRITTEN IN WORDS: Three Hundred Ei0hty -Eight Thousand, Six Hundred Eighty _Dollars and Fiftv Cents *NOTE TOTAL BID $388,680.50 INDICATE 18" pipe alternate to be c.cnstructed: a. Mortar Lined and Coat ed Steel Pipe I ^I b. Reinforced Concrete Water Pipe, Steel n Cylinder Type, Pretensioned l C. Asbestos Cement Pipe CONTRACTOR'S LICENSE NO. 1777§1 . DATE: 2 -13 -75 BEBEK COMPANY Bidder's Name ADDRESS: 16706 Construction Way East Number Street Irvine. California 92705 City State Zip TELEPHONE NO. ( 714) 540 -4922 Area 4 0 0 CONTRACT NO. 1497 INDEX TO SPECIAL PROVISIONS FOR BYASIDE DRIVE - STREET, STORM DRAIN, SEWER, AND WATER IMPROVEMENTS BYYSIDE PLACE TO MARGUERITE AVENUE SECTION PAGE I. Scope of Work, and Specifications 1 II. Completion of Work 2 III. Payment 2 IV. Guarantee 3 V. Protection of Existing Utilities 3 VI. Construction Survey Staking 3 VII. Construction Schedule 3 VIII. Traffic Control 4 IX. Notice to Residences and Businesses 5 X. Adjusting the Utility Boxes, Manholes, Valve Covers, Etc. to Grade 6 Y.I. Water Supply and Shutting Down Water Mains 7 XII. Surface and Groundwater Control 9 XIII. Guarding Underground Construction 11 XIV. Shop Drawings, Data on Materials and Equipment, and Samples 12 XV. Demolition Permit 15 XVI. Construction Details 16 A. Restoration of Existing Improvements 16 B. Landscaping Protection and Restoration 16 C. Pavement Removal, Excavation and Subgrade Preparation 16 D. Temporary Asphalt Concrete Resurfacing 17 E. Aggregate Base 17 i. F. G. H. I. J. K. 0 0 Asphaltic Concrete Pavement 18 Portland Cement Concrete Improvements 18 Storm Drain Pipe 19 1. General 19 2. Abandonment of Existing Storm Drain Pipe 20 3. Verification of Existing Storm Drain 20 4. Reinforced Concrete Pipe Conduit 20 Water Pressure Pipe 21 1. General 21 2. Mortar Lined and Coated Steel Pipe and Fittings 21 3. Reinforced Concrete Water Pipe, Steel Cylinder Type, Pretensioned 22 4. Asbestos Cement Pipe 22 a. Class of Pipe 22 b. Pipe Materials and Manufacture 22 C. Handling, Loading and Unloading Pipe 23 5. Cast Iron Fittings 24 6. Gate Valves 24 7. Butterfly Valves 24 8. Fire Hydrant Assemblies 24 9. Existing Water Facilities 25 10. Water Services to Meters 25 11. Trench Excavation and Backfill 25 12. Trench Resurfacing 26 Sanitary Sewer Pipe 26 Sewage Pump Station 26 1. General 26 2. Concrete 27 3. Waterproofing and Waterstops 27 4. Reinforcing Steel 28 5. Cast Iron Sewer Pipe 28 ii. SP 1 of 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS BAYSIDE DRIVE IMPROVEMENTS CONTRACT C -1497 I. Scope of Work, and Specifications The work to be done under this contract consists of removal of existing street improvements, construction of curbs, gutters, A.C. paving, sidewalks, storm drain pipe, catch basins, sewer lift station, sanitary sewer, water mains, street lights, traffic signal modifications, and other incidental items of work as shown on the plans. The Contract requires completion of all the work in accordance with these Special Provisions, the City's Standard Special Provisions, the Plans (Drawings No. R- 5235 -5, W- 5104 -5, D- 5076 -5, and 5- 5052 -5), the City's Standard Drawings and Speci- fications, and applicable portions of the Orange County Flood Control District Standard Specifications. The City's Standard Specifications are the "Standard Specifications for Public Works Construction ", 1973 Edition (Including supplements to date), available at Building News Inc., 3055 Overland Avenue, Los Angeles, California, 90034, telephone (213) 870 -9871. "Orange County Flood Control District Standard Specifications and Plans ", 1972 Edition, may be pur- chased for $4.20 by mail or $3.15 in person at the District 0 SP 2 of 28 Office, 400 Civic Center Drive West (P.O. Box 1078), Santa Ana, California. Copies of the City's Standard Special Provisions and Drawings may be purchased at the Public Works Department for $2.00. If there is a conflict in methods of measurement or administration between the City's Standard Specifications and the Orange County Flood Control District Standard Specifications; the City's Standard Specifications shall take precedence. II. Completion of the Work The contractor shall complete all work on the contract within 120 consecutive calendar days after date that the City executes the Contract, and as specified in Sections 6 -7 and 6 -8 of the Standard Specifications. ,r *,r *•,r,r * *e III. Payment Payment for incidental items of work, not separately provided for in the proposal, shall be included in the bid price for related items of work, and no additional compensa- tion will be made. IV. Guarantee The Contractor shall guarantee, for a period of one year after acceptance of the work by the City Council, all materials and workmanship against any defects whatsoever. 0 • SP 3 of 28 Any such defects shall be repaired at the Contractor's expense. All equipment or material warranties in excess of one year shall be delivered to the Engineer. V. Protection of Existing Utilities Known utilities are indicated on the plans. Prior to performing construction work, the Contractor shall request each utility company to locate its facilities. The Contractor shall protect in place and be responsible for, at his own expense, any damage to any utilities encountered during con- struction of the items shown on the plans. The Contractor's attention is called to Section 5 of the Standard Specifications. * * * * * * * * ** VI. Construction Survey Staking Field surveys for control of construction shall be the responsibility of the Contractor. All such surveys, including construction staking, shall be under the supervision of a California Licensed Surveyor or Civil Engineer. Staking shall be performed on all items ordinarily requiring grade and alignment at intervals normally accepted by the agencies and trades involved. Payment for construction survey staking shall be considered as included in the various items of work and no additional allowance will be made therefor. * * * * * * * * ** VII. Construction Schedule The Contractor shall submit a construction schedule as specified in Subsection 6 -1 of the Standard Specifications. * * * * * * * * ** 0 SP 4 of 28 VIII. Traffic Control The Contractor shall be responsible for traffic con- trol in accordance with Subsection 7 -10 of the Standard Speci- fications. In order to expedite the work, the Contractor may restrict through traffic as follows: Bayside Drive Bayside Drive from County Road to Carnation Avenue may be closed to all through traffic for a maximum period not to exceed 30 calendar days. Except as indicated above, one traffic lane in each direction shall be maintained open at all times for through traffic. When the streets are closed to through traffic, as indicated above, vehicular access shall be maintained for all residents living within the project area. Prior to commencing work the Contractor shall submit a written traffic plan to the engineer for approval. The plan shall show the periods of street closure, the location and signing of detours and any other details required by the engineer to assure that all through and local traffic will be handled in a safe and efficient manner with a minimum of in- convenience. * * * * * * * * ** SP 5 of 28 IX. Notice to Residences and Businesses The City will mail a preliminary notice to all resi- dences and businesses affected by this work. Between 40 and 55 hours prior to blocking access to residences or businesses, the Contractor shall, with utmost care, distribute to each and every residence and business, a notice, prepared by the City, stating when the work will begin and approximately when access to their property will be restored. Errors in distribution, false starts, acts of God, or other alterations of the schedule will require renotification, using an explanatory letter prepared by the City and distributed by the Contractor. The same notification procedure must be followed by the Contractor 3 to 5 hours prior to shutting down of water service to affected residences and businesses. s a SP 6 of 28 X. Adjusting the Utility Boxes, Manholes, Valve Covers, Etc. to Grade Priot to construction, the contractor and the engin- eer will determine what utility boxes and /or covers, etc. are broken and not salvagable. Cracked water meter boxes shall be salvaged and reset by the contractor. Badly broken or shattered water meter boxes will be replaced by the City and reset by the contractor. Utility boxes, water meter boxes, and /or covers, etc. broken as a result of the contractor's operations, shall be replaced at the contractor's expense. In lieu of Subsection 301 -1.6 of the Standard Speci- fications, the contractor shall adjust to grade all sewer manholes, water valve covers, vaults and water meter boxes. Adjustment to grade of -all manholes, vaults, covers, etc. owned by franchised agencies shall be the responsibility of the agencies. The cost of adjusting these facilities to grade shall be included in the price bid for the various items of work and no additional payment will be made. * * * * * * * * ** • SP 7 of 28 XI., Water Supply and Shutting Down Water Mains A. 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 Super- intendent, Mr. Tom Phillips, at (714) 673 -2110, Extension 267. The Utility Superintendent shall be notified at least 24 hours in advance of the need to shut down any existing water main. No shutdowns will be allowed on Fridays, Saturdays, Sundays or legal holidays. The Utility Division is located at the City Corporation Yard, 592 Superior Avenue, Newport Beach, California. B. Schedule for Changeover to New Water Main Contractor shall install the new water main from Marguerite Avenue to County Road. After pressure test and disinfection of the new pipe the tie -in at Marguerite Avenue shall be made. The Contractor may remove interfering portions of the old main. Shut down remainder of old main and make tie- in to new pipe at County Road. Connect remaining lateral pipes to new water main. SP 8 of 28 The existing water transmission main shall remain in service continuously until the actual tie -ins are made. The tie -ins at Marguerite and County Road shall be made in one (1) working day. Contractor may submit, at his option, an alternate i schedule to the Engineer for approval. 0 • SP 9 of 28 XII. Surface and Ground Water Control A. Surface Water Surface runoff water containing mud, silt, or other deleterious material from the project shall be treated by filtration or retention in a settling basin or basins, sufficient to prevent such waters from entering storm drains or the bay. The Contractor shall submit a plan for implemen- ting siltation control concurrently to the City and to the California Regional Water Quality Control Board, Santa Ana Region (6833 Indiana Avenue, Suite 1, Riverside, California, 92506, Telephone (714) 684 -9330, Mr. Herrara); prior to com- mencing construction. Upon approval of the plan by the City and the Board the Contractor shall be responsible for the implementation and maintenance of the control facilities. The Contractor's attention is called to Subsection 7 -8.1 of the Standard Specifications as regards project site mainten- ance. B. Ground Water It is anticipated that ground water will be encountered at various times and locations during the work herein contemplated. The Contractor, by submitting a bid, acknowledges that he has investigated the risks arising from ground water and has prepared his bid accordingly. • C. Dewatering 0 SP 10 of 28 All water removed from excavations shall be pumped to a portable settling box of a size and configuration capable of removing suspended solids from the dewatering operation. The discharge from the box shall have a 2'" standard fire hose connection. The discharge from the box shall be metered. Water from the settling box shall be dis- charged into the nearest sewer manhole. discharge from the box will be periodically sampled by the Orange County Sani- tation District No. 5. The City will obtain and pay for the necessary permit from Orange County Sanitation District No. 5. One standard fire hydrant meter will be furnished to the Contractor and may be picked up at the City's main- tenance yard at 592 Superior Avenue from the Utility Division. All costs involved in the dewatering operation shall be included in the price bid for the related item requiring dewatering. 0 0 SP 11 of 28 XIII. Guarding Underground Construction Trench excavation and backfill shall conform to Section 306 -1 of the Standard Specifications and these special provisions. Guarding - the walls and faces of all excavations over 5 feet in depth shall be effectively guarded by a shoring system, sloping of the ground, or other equivalent means. Trenches less than 5 feet in depth shall also be guarded when examination indicates hazardous ground movement may be expected. The Contractor shall obtain a permit to perform exca- vation or trench work from the Division of Industrial Safety, State of California, prior to any construction. The cost of providing all necessary information to obtain the permit and the cost of complying with the provisions of the permit shall be included in the lump sum price bid for guarding underground construction. • 0 SP 12 of 28 Drawings, Data on Materials and Equipment, and es A. General The Contractor shall furnish to the Engineer such drawings, data on materials and equipment and samples as are required for the proper control of the work, including, but not limited to, those working drawings, data and samples specifically required in Subsection 2 -5.3 of the Standard Specifications and in the drawings. All working drawings, data, and samples shall be subject to review by the Engineer for conformity with the drawings and specifications. B. Shop Drawings and Data Defined Working drawings include, without limitation, shop detail drawings, fabrication drawings, falsework and formwork drawings, pipe layouts, steel reinforcement and similar classes of drawings. They shall contain all required details and information in reasonable scale. Data on materials and equipment include, without limitation, materials and equipment lists, catalog data sheets, cuts, performance curves, diagrams and similar descriptive lists. Materials and equipment lists shall give, for each item thereon, the name and location of the supplier or manufacturer, trade name, catalog reference, size, finish and all other pertinent data. • 0 SP 13 of 28 C. Review and Revision The Contractor shall furnish to the Engineer, for review, two prints of each shop drawing. The Contractor shall properly check and correct all working drawings and data before their submission, whether they are prepared within his own organization or by a subcontractor or supplier. The shop drawings shall be submitted at least 30 calendar days before drawings will be required for commencing the work. Within ten days of receipt of said prints, the Engineer will return one print of each drawing to the Contractor with his comments noted thereon. If the drawing is returned to the Contractor marked "NO EXCEPTIONS TAKEN ", a revision of said drawing will not be required and the Contractor shall immediately submit five additional copies to the Engineer. If the drawing is returned to the Contractor marked "MAKE CORRECTIONS NOTED ", formal revision of said drawing will not be required and the Contractor shall imme- diately submit five corrected copies to the Engineer. If the drawing is returned to the Contractor marked "AMEND AND RESUBMIT ", the Contractor shall revise said drawing and shall resubmit six copies of said revised drawing to the Engineer. If the drawing is returned to the Contractor marked "REJECTED - RESUBMIT ", the Contractor shall revise < •SP 14 of 28 said drawing and shall resubmit two copies of said revised drawing to the Engineer, as in the case of an original sub- mittal. Fabrication of an item shall not be commenced before the Engineer has reviewed the pertinent shop drawings and returned copies to the Contractor without rejection. Revisions indicated on shop drawings shall be considered as changes necessary to meet the requirements of the contract plans and specifications and shall not be taken as the basis of claims for extra work. The Contractor shall have no claim for damages or extension of time due to any delay resulting from making required revisions to shop drawings. The review of said drawings by the Engineer shall apply to general design only and shall in no way relieve the Contractor of responsibility for errors or omissions contained therein nor shall such review operate to waive or modify any provisions or requirements contained in these contract specifications or on the contract drawings. * * * * * * * * ** 0 SP 15 of 28 Xy. Demolition Permit Prior to dumping any spoil; or waste material from the jobsite at any sanitary landfill site in the County of Orange the Contractor shall obtain a "Permit to Dispose of Demolition" from the City Public Works Department by con- tacting Mr. Irwin Miller, Administrative Assistant at 673 -2110, extension 271. There is no charge for this permit; its purpose is simply to provide authorization for the Con- tractor to use Orange County landfill facilities for disposal of excess material. • SP 16 of 28 XVI. Construction Details A. Restoration of Existing Improvements Restoration of existing improvements shall con- form to Section 7 -9 of the Standard Specifications. B. Landscaping Protection and Restoration The Contractor shall be responsible for replacing all landscaping and sprinkler lines and appurtenances (In addition to Section 7 -9 of the Standard Specifications) damaged or removed during construction in conformance with Section 7 -9 of the Standard Specifications. The materials and plant species used for replacement shall be the same or equal to those damaged or removed. C. Pavement Removal All existing and temporary pavement to be removed and all material to be excavated from both trench and street areas down to the subgrade plane shall become the property of the Contractor. It shall be his responsibility to dispose of the material away from the job site in a manner and at a loca- tion acceptable to all cognizant agencies. The Contractor shall prepare the subgrade by scarifying, cultivating, watering or drying, and compacting the road bed to a depth of 6 inches in conformance with Sub- section 301 -1.2 of the City's Standard Specifications. The relative compaction of the top 6 inches or the subgrade material shall be not less than 958. • • SP 17 of 28 Clearing and grubbing shall be in accordance with Section 300 of the Standard Specifications. The costs of subgrade preparation shall be included in the unit prices bid for the other items of work and no separate or additional payment will be made. D. Temporary Asphalt Concrete Resurfacing The Contractor shall place and maintain tem- porary 2 inch thick asphalt concrete resurfacing at all locations wherever excavation is made through pavement, side- walk, or driveways in conformance with Section 306 -1.5.1 of the City's Standard Specifications, with the following exceptions: 1. The asphalt concrete used for temporary trench resurfacing shall be III- C3- AR4000 using liquid asphalt in conformance with Section 400 -4 of the City's Standard Specifications. 2. Payment for placing and maintaining tem- porary asphalt concrete resurfacing shall be included in the unit prices pair for the items of work contained in the pro- posal. No additional payment will be made for the asphalt concrete required in conjunction with maintenance of the temporary resurfacing. E. Aggregate Base Aggregate Base shall be processed natural material, gradation B, conforming to the requirements of Section 400 -2 of the Standard Specifications. • SP 18 of 28 F. Asphaltic Concrete 1. General Prime coat will not be required on the prepared subgrade. The tack coat in conformance with Sub- section 302 -5.3 of the City's Standard Specifications shall be applied to the existing asphalt concrete surfaces and between the base course and the surface course. 2. Pavement Asphaltic Concrete shall be Type III conforming to the requirements of Subsection 400 -4.3 of the Standard Specifications. The lower 2" of pavement shall be B1- AR4000 and the top 1" sha -1 be C2- AR4000. 3. Driveways and Walks Asphaltic concrete furnished for the construction of 4" thick asphaltic concrete driveways and walks shall be Type III- D- AR4000 in conformance with Section 400 -4 of the Standard Specifications. G. Portland Cement Concrete Improvements 1. General Portland cement concrete furnished for curb, gutter, walks, crossgutters, driveways and alley approaches shall be Class 564 -C -3000 per Subsection 303 -5 of the Standard Specifications. Portland cement concrete used for alley approaches and crossgutters shall attain a minimum modulus of rupture of 600 psi (tested in accordance with ASTM SP 19 of 28 designation: C78 -64) within 28 days after placement. Portland cement concrete shall be securely barricaded immediately following placement and no vehicular traffic will be allowed thereon until beam tests yield a minimum modulus of rupture of 450 psi. Portland cement concrete supplied for all structures shall be 564 -B -3000 and construction shall conform to Section 303 of the Standard Specifications. All sidewalk and drive approaches that extend beyond the street right -of -way line shall be deeply scored at the right -of -way line. 2. Crossgutters, Spandrels The unit price bid for Portland cement concrete crossgutters and spandrels shall include the curb returns adjacent to the spandrels and the 4 -inch aggregate base. 3. Curb and Gutter The unit price bid for Type "A" Portland cement concrete curb and gutter shall exclude curb inlet lengths. H. Storm Drain Pipe 1. General All storm drain pipe construction shall conform with Orange County Flood Control District's Standard Specifications. SP 20 of 28 2. Abandonment of Existing Storm Drain Pipe Contractor shall remove interfering portions of existing storm drain. Remaining portions shall be abandoned in accordance with Section 306 -5 of the Standard Specifications. All storm drain pipe abandoned shall be filled with sand slurry. The method for filling the abandoned storm drain shall be optional with the Contractor subject to the approval of the Engineer. Such approval shall in no way relieve the Contractor of the responsibility for damage of any nature which might occur as a result of the method used. 3. Verification of Existing Storm Drain The Contractor shall verify the location and elevation of all storm drains to be joined. The Engineer shall be notified if the field conditions differ substantially from the plans. The Contractor's attention is directed to Section 3 -04.03 of the Orange County Flood Control District's Standard Specifications. 4. Reinforced Concrete Pipe Conduit In lieu of the reinforcement cover required by ASTM C76 -70, the reinforcement for the 60 -inch reinforced concrete pipe from Sta. 0 +00.00 to Sta. 2 +62.69 shall have a minimum of 2 inches clear cover along the inner face below springline and 1� inches clear cover along the entire outer face. • M SP 21 of 28 The reinforcement for the 54 -inch and 60- inch reinforced concrete pipe upstream of Sta. 2 +77.19 shall have a minimum of 1l� inches clear cover along the inner face below springline. All additional cover herein specified shall be provided without loss of specified strength require- ments for the reinforced concrete pipe. I. Water Pressure Pipe 1. General The price bid per linear foot for water mains shall include excavation, backfill, tees, crosses, elbows, reducers, joint couplings, thrust blocks, anchor blocks, miscellaneous fittings and appurtenances, slope protection, and landscaping replacement, etc. required to construct operative water mains excluding gate valves. 2. Mortar Lined and Coated Steel Pipe and Fittings Mortar lined and coated steel pipe and fittings shall be fabricated in conformance with Section 207- 10 of the Standard Specifications except that steel cylinders shall have a minimum wall thickness of 10 gage. Cement mortar lining shall conform to Subsection 207 - 10.4.1 of the Standard Specifications. The minimum net inside diameter, after appli- cation of the interior protective lining, shall be equal to the nominal diameter of the pipe specified on the plans with s • • SP 22 of 28 a permissible tolerance of ± 1/16 inch to conform to Subsection 207- 10.4.1 of the Standard Specifications. Joints shall be socket and spigot with rubber gaskets; field welded joints shall be lapped joints or plain ends fitted with butt straps in conformance with Subsection 207- 10.2.4 of the Standard Specifications. The number of field welded joints shall be held to a minimum. 3. Reinforced Concrete Water Pipe, Steel Cylinder Type, Pretensioned Pipe shall be manufactured in conformance with AWWA Standard C303 -70, except that steel cylinders shall have a minimum wall thickness of 14 gage. Joints shall be self - centering with a preformed rubber gasket. The nominal diameter of the pipe shall be as specified on the plans with a permissible tolerance of t 1/8 inch. Pipe, joints and fittings shall be designed for a working pressure of 150 psi. 4. Asbestos Cement Pipe a. Class of Pipe All asbestos cement pipe supplied under this contract shall be a minimum of Class 150, unless otherwise noted on the plans. b. Pipe Materials and Manufacture Asbestos cement pressure pipe shall conform to Section 207 -7 of the Standard Specifications and these Special Provisions. In addition to these requirements all asbestos cement pipe products which are manufactured of 0 0 SP 23 of 28 foreign materials or outside the United States shall be sam- pled and tested at a distribution or storage point in Calif- ornia in conformance with the hydrostatic strength, flexural strength, and crushing strength requirements of A.S.T.M. Specification C -296 Type II. The Contractor, at no cost to the City, shall supply the facilities and arrange for the testing by a testing laboratory licensed by the State of California. A Certificate of Compliance certifying the above requirements and signed by the testing laboratory shall be furnished to the Engineer prior to the time of delivery of the pipe. All pipe not conforming to the above requirements will not be acceptable for the project. C. Handling, Loading, and Unloading Pipe Asbestos cement pipe shall be handled in such a manner so as not to be dropped or bumped. The pipe shall be so loaded that the spigot end of the pipe shall not come in contact with the back of the bell of the adjacent pipe. Machined ends of the pipe shall be protected from damage by scratching or chipping, and any damaged section will either be rejected or shall be cut and a new machined end section made confoming to the original section. Repaired pipe shall be submitted to the Engineer for his approval as to compliance with these specifications. SP 24 of 28 5.. Cast Iron Fittings Cast iron fittings shall conform to Section 207 -9.9 of the Standard Specifications, and shall be for a working pressure of 150 psi unless otherwise indicated. 6. Gate Valves All gate valves supplied under this con- tract shall conform to the requirements of Subsection 207 -14.2 of the Standard Special Provisions. The unit price bid for gate valves shall include all valves excluding those included in tapping sleeve connections, and fire hydrant assemblies. Valves shall be installed with standard valve boxes. 7. Butterfly Valves Butterfly valves shall meet or exceed the requirements of AWWA C -504. Valves shall be manually operated with an enclosed operator. All valves shall conform with Section 207 -14.3 of the Standard Special Provisions. 6. Fire Hydrant Assemblies Installation of all fire hydrant assemblies shall conform to CNB -STD- 500 -L. The unit price bid for fire hydrant assemblies shall include the fire hydrants, risers, elbows, ring -tite flanged gate valves, thrust blocks, and pipe required to connect the assembly to the gate valves and water main. SP 25 of 28 9. Existing Water Facilities The contractor shall maintain the existing C.I. water main in service between County Road and Marguerite Avenue until the tie -ins to the new water main can be made. Tie -ins shall be made per Section 306 -2.2.1 of the Standard Special Provisions. The old pipe shall be abandoned in con- formance with Section 306 -5 of the Standard Specifications. Contractor shall notify residents prior to interruption of water service. 10. Water Services to Meters New one inch (1 ") copper water services (per CNB -SDT- 502 -L) shall be installed in alleys and streets where shown on the Plans for existing and relocated water meter, and for air release valves. The unit price bid for water services shall include a new water service lateral, angle meter stop, corporation stop, service clamp and all other appurtenances required to connect the existing or relocated water meters to the new water mains. 11. Trench Excavation and Backfill Trench excavation and backfill operations shall conform to Section 306 of the City's Standard Specifi- cations. Bedding materials utilized in street and alley areas shall be clean sand having a minimum sand equivalent of 30. Sand bedding shall extend to one foot over the top of the pipe. Backfill for water main construction shall SP 26 of 28 be in accordance with Section 306 of the City's Standard Specifications. 12. Trench Resurfacing All trench resurfacing shall be in accor- dance with Subsection 306 -1.5 of the Standard Specifications. Asphaltic concrete used for temporary and permanent resurfacing shall be Type III- C2- AR4000 in conformance with Section 400 -4 of the Standard Specifications. Payment for temporary and permanent trench resurfacing is not separately provided for in the proposal and the cost thereof shall be included in the various items of work. J. Sanitary Sewer Pipe The Contractor shall verify the elevation of the 8" sewer pipes in the wet well of the existing sewage pump station in County Road prior to the construction of the new sewer pipe. The grade of the new pipe shall be adjusted if necessary to assure extension to the existing wet well in the future. All construction shall conform with Section 306 of the Standard Specifications. K. Sewage Pump Station 1. General Contractor shall construct the pump station complete in place as shown on the plans except for equipment listed as Not in Contract (N.I.C.). SP 27 of 28 2. Concrete Concrete shall comply with Section 201 of the Standard Specifications. Class 564 -B -3000 shall be used for all concrete construction. Surface finishes are specified on the plans and shall conform with Section 303- 1.9 of the Standard Specifications. 3. Waterproofing and Waterstops The sidewalls and top slab of the pump station shall be waterproofed in accordance with Section 54, State of California, Division of Highways, Standard Specifi- cations. Waterproofing shall extend over the top of the footing at the lower sidewall construction joint. Waterstops shall be 6" wide, made of poly- vinylchloride compound, ribbed, uniform in dimensions and free from porosity. The minimum weight per 100 L.F. shall be 72 lbs. Waterstops shall be correctly positioned in the forms so that they are centered on the joint. Waterstops shall be tied off in two directions every 12" to prevent bending over during pouring. Splices shall be made in accordance with the recommendations of the manufacturer so that a completely water- tight joint is obtained. Care shall be exercised in the placing and vibrating of the concrete aroung waterstops so that a continuous bond is obtained. SP 28 of 28 4. Reinforcing Steel Reinforcing steel shall be Grade 40 billet steel conforming with Section 201 -2 of the Standard Specifications. 5. Cast Iron Sewer Pipe Cast iron sewer pipe shall be mortar lined Class 150 conforming with Section 207 -9 of the Standard Speci- fications. Flanged joints shall be dimensioned in accordance with ANSI B16.1 Class 125. Bolts and nuts for buried flanged joints shall be type 316 stainless steel. * * * * * * * * * ** • CONTRACT NO. 1497 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR BAYSIDE DRIVE - STREET, STORM DRAIN, SEWER, AND WATER IMPROVEMENTS BAYSIDE PLACE TO MARGUERITE AVENUE APPROVED BY THE CITY COUNCIL ON THIS 27th DAY OF Jan. , 1975 La ra Lag.ios, City erk IS3/ SUBMITTED BY: ' Contractor lL70 CA CAS"! U,CT«N uyW�1Y Address T2 ti'i d L- CALL L e__2'l J " City Zip - gI9j)`. Telephone $ 3,f >' 02 30 Total Bia Price Page 1 CITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 10:00 A.M. on the 13 day of February , 19 75, at which time they will be opened and read, for performing work as follows: STREET, STORM DRAIN, SEWER AND WATER IMPROVEMENTS - BAYSIDE DRIVE FROM BAYSIDE PLACE TO MARGUERITE AVENUE CONTRACT NO. 1497 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 ann ter orate Seal shall be affixed to all documents requiring signatures. In the case of a artnership, the signature of at least one general partner is required. No bids will be accepted from a contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The contractor shall state his license number and classification in the proposal. One set of 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. It is requested that the plans and contract documents be returned within 2 weeks after the bid opening. (con t.) 0 Page la The City has adopted the Standard S ecifications for Public Works Construction (1973 Edition) as prepare y t e out ern 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 $5.00 per set. A standard "Certificate of Insurance for Contract Work for City" form has been adopted by the City. This form is the only certificate of insurance acceptable to the City. The successful low bidder will be required to complete this form upon award of the contract. For any required bonds, the company issuing Bid Bonds, Labor and Material Bonds, and Faithful Performance Bonds must be an insurance company or surety company licensed by the State of California. The companies must also have a current General Policy Holders Rating of A or better; and a Financial Rating of at least AAA as per the latest edition of Best's Key Rating Guide (Property - Liability). 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 Resolu- tion No. 8090 adopted September 10, 1973. 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). The City reserves the right to reject any or all bids and to waive any informality in such bids. Revised 12 -10 -73 Page 2 All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this Proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals. The estimated quantities of work indicated in this Proposal are approximate only, being given solely as a basis for comparison of bids. The undersigned has checked carefully all of the above figures and understands that the City will not be responsible for any errors or omissions on the part of the under- signed in making up this bid. The undersigned agrees that in case of default in executing the required contract with necessary bonds within ten (10) days, not including 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. 1777 9 Classification_. Accompanying this proposal is , Gertitied GnecK, Gashier's Check or s 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. S-41 ON - �ZZ- PhonePhone Number Date Authorized Signature TWDI uAL 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 SUBCONTRACTORS The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the subcontractors 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 subcontractors except upon the prior approval of the Engineer. Item of Work Subcontractor Address 1. 2. 3. 4. 5. 6. 7. B. 9. 10. 11. 12. 1�.. lC CU• Bidder s Name .3 Authorized ignature Type of Organization (Individual, Co- partnership or Corp.) • SAFECO INSURANCE COMPANIES UPS SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE'. 430 BROOKLYN AVE, N.E.. SEATTLE, WASHINGTON 98105 BID BOND Approved by The American Institute of Architects, Bond NO. 2584026 A.I.A. Document No. A -370 (Feb. 7970 Edition) KNOWALL MENBY THESE PRESENTS, That we, BEBEK COMPANY as Principal, hereinafter called the Principal, and the SAFECO INSURANCE COMPANY OF AMERICA, of Seattle, Washington, a corporation duly organized under the laws of the State of Washington, as Surety, hereinafter called the Surety, are held and firmly bound unto THE CITY OF NEWPORT BEACH as Obligee, hereinafter called the Obligee, in the sum of TEN PERCENT OF THE AMOUNT BID IN ----------------- — -------- --- Dollars (g (108) ), 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 CONSTRUCTION OF PROJECT # 1497 BAY SIDE DRIVE –ST., STORM DRAIN SEWER, AND WATER IMPROVEMENTS, BAY SIDE PLACE TO MARQUERITE AVENUE NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect- Signed and sealed this 13th day of FebVUaxy _'1975 Witness (Seal) Principal O✓I rtg.K Title SAFECO INSURANCE COMPANY OF AMERICA By yr/77U rV / 4ANE ICEPNER Attorney -in -Fact .SS/ R510/72 State of Calif j County of Orange % ss. On February 13, 1975 , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Jane Kepner known to me to be Attorney -in -Fact of Safeco Insurance Company of America the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF. I have herednto set my hand and affixed my official seal, the day and year stated in this certificate above. o % 1 My Commission Expires a t� c.1,�� � C?' /L. a - a —" y -t; o Notary Public e hey Ccr: ;si:a Ncv. 25, 1978 360212--&66 ♦4ii4 �4. .. ..:. . .. .:.:aooetgaa a-asi BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we an Page 4 as Principal, as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of liars ($ ), 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) (Attach acknowledgement of Attorney -in -Fact By Title Principal 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 agree- ment with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants or either of them has not directly or indirectly, entered into any arrangement or agree- ment 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 materialman 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 inducement 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 whomsoever 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 thi s 43_day of , lg 7 . My commission expires: OFFICtAL'SFAL /I ? NOTARY FUBLIC - CALIFORNIA 1 'rr ORANGE COUNTY \' .e My carom. expires DEC 1, 1978 1 &i 06 Construdion Way E., Irvine, CA 92705 n =&Nbelll JOHN BEBEK, D.BA. BEBEK COMPANY STATEMENT OF FINA;iCIAL POSLTION ECEMB ,R 31 1974 r ASSERTS .:.. CURRENT ASSETS Cash In bank $ 7,934 Accounts Receivable 551.;554 Employee Advances 434 Deposits And Prepaid Exps;es °.:. 8,071 TOTAL CURRENT ASSETS $568,023 PROPERTY AND EQUIPMENT Con.structloi Equ•,mer:' 204,299 T_r;4nsoo.rtgt5nn -: Eggj,pment 55,97.3_': .:... _,.: Office Eq.uipaent 1,769: Office Trailer.., 3,500" Sub- Total' 265,541 Less: Allowance For De.precia;tton._ 171,834 . NET PROPERTY AND EQUIPr1E4T- 93,70.7 OTHER ASSETS Cash Surreuder.' Val ua.^` Lif :. Insurance , 3,250 $664,980 , I,..__ITISS A;0 CAPITAL. CURRENT LIArILITIES - . Accoun� Pa7able. $386,304 Payroll Taxes Payable 5,$20 . Notes and Con trac�s Payable (Current). 57,504 Accrued Expenses. 1,342.' TOTAL CURRENT LIAuI J,-S. $4- 51,070' LONG TERM LIA61LITIES N es.And Contracts Payabl ;Gong Tern) _. 2.4;346. . TOTAL LI',BILITIE� $475,456 CAPITAL Capital - J 013 Less: ^rawings 9;'491 Suc Tot,' S 755,522 J002 et , "+C, F $189.0524: . E. `_.'— "ITA $664.,980 PUBLIC w0 HS, .. ti EBB 1 X3197 , GITY OF �1.. NEWPORT Bc4G4; `✓ ' CALIF i - ,:1 ik Page 6 STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. TECHNICAL ABILITY AND EXPERIENCE REFERENCES r Page 7 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. 1-7,2- n2ArcCF C, Cs/AiCK 120-63h- Lm FA rZCi +',LZ) 5s(--F -2Co -Z� TRviu� IKD C'�FiPLkyC �o I�AZlciZ�2 �9� lolo C - 7`( CRAucC C FL-cov NowAjep QALO?one ?Y �L9oL "13 OyraN i Ct- SM(T-X7I-N C3R�:te" "-- 'N(Tcker G Signed • PR 1 of 8 BAYSIDE DRIVE STREET, STORM DRAIN, SEWER AND WATER IMPROVEMENTS BAYSIDE PL E TO MARGUERITE AVENUE CONTRACT NO. 1497 PROPOSAL To the City Council City of Newport Reach 3300 Newport Boulevard Newport Beach, California 92660 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. 1497 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices for each item complete in place, to wit: ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE Lump Sum Site clearing and grubbing including removal of pavement, curb, gutter and sidewalk Dollars and �!y Cents $ ✓�Or�O $ ✓��� Lump Sum 120 tons Construct 4" thick A.C. pavement including tack coat Dollars and Cents $ Per Ton $ 240 tons Construct 1" thick A.C. overlay pavement including tack coat @ G i 9�TrPh Dollars and Cents Per • PR 2 of 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 4 200 tons Place aggregate base @ C1CvBh Dollars W and Cents Per Ton ov 0% 5 420 L.F. Construct Type "A" curb and gutter 6" curb face / Dollars o0 and io Cents $ $ p? 5;20 Per Lineal Foot 6 902 S.F. Construct 4" thick concrete sidewalk @ le jA L Dollars and Cents $ Per Square Foot 7 100 S.F. Construct residential driveway approach Type III @/ e Dollars / ow and o �O Cents $ J's 300 Per Square Foot 8 140 S.F. Construct modified commercial driveway Type II, W =20' per CNB Std. -112 -L @ /!tip Dollars I/ and is n Oa � Cents $ $ o+4(SD Per Square Foot 9 42 L.F. Construct concrete block 4 feet high � I @ eLIC/PTrrr, Dollars and oa o0 �s Cents $ �_$�' Per Lineal Foot ! • PR 3 of 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 10 2 Each Adjust existing sewer manhole to grade @ T jo"l,l® �y Dollars and /vy Cents Each 11 1 Each Adjust existing water meter box @ G/ Dollars Q /L, and Cents Each 12 839 L.F. Construct 60" RCP Storm Drain @ 4 P Atf��4 T_ Dollars wand Cents Per Lineal Foot $ ?Ov $ Vol $ S $ So $ /,W?o- $��Po/ 13 413 L.F. Construct 54" RCP Storm Drain Dollars and A�f -Cents Per Lineal Foot 14 140 L.F. Construct 48" RCP Storm Drain @ OdP /1Wft, �t1d1e_7 Dollars /h;' vo and Cents $ �G $ 7� Per Lineal Foot 15 182 L.F. Construct 18" RCP Storm Drain @ �r/zl /�'! ~R Dollars and Cents Per Lineal Foot 16 45 L.F. Construct 15" RCP Storm Drain O'y $ !�3 $M24 @ Dollars cG n„ and '/'Gp Cents $� Per Lineal Foot • • rvs- 3 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 17 2 Each Construct Manhole No. 2 per C.N.B. Std. -307 -L @ -S�7r '7 A64r/ ollars and / — o0 Cents $ 1000 $ _200 Each 18 1 Each Construct Manhole No. 4 per C.N.B. Std. - 33088 -L @ Tptt c /�XVWX4w,— Dollars �y� and. • /vb Cents Each 19 5 Each Construct connection assembly per C.N.B.tStd. -31//2 -L @ /tiv� �srti.rs� Dollars v and �c Cents Each 20 1 Each Construct Catch Basin Type OS with local depression @ /X/l P"fat4t Dollars /j � and cj. Cents Each °� po $ }coo $ 441000 $.rte s moo s /God $ p00 21 1 Each Construct Catch Basin Type OL -A, L =7' (^ @ .J/ Cdr! a Dollars 10� and �` ee c Cents $��Oo $ o Each 22 1 Each Construct Catch Basin Type OL, L =10' @ �2677t# 4e A'"ollars and Cents Each oG b PR 5 of 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 23 4 Each Construct concrete collar for storm drain pipe per C.N.B. Std. -313 -L @ T Ao.,/K�_Dollars ese and Cents $o�oo $ Od Each 24 1 Each Construct drainage outlet Plan "B" @ &jjAjEtjZ Dollars and =° Cents $ 'Zoao $ pefee Each 25 Lump Sum Reconstruct storm drain outlet structure, 60" RCP per Details Sheet 11 @ �Lv-d /74uo4w Dollars n� and °G eel Cents $ Goo $ peo . Lump Sum 26 8 L.F. Concrete encase existing 8" sewer pipe /, @ yw Dollars 1 and w Dd, Cents $�$ �0 J Per Lineal Foot 27 Lump Sum Construct 8" cast iron pipe remodel base of existing manhole and make tie -ins per details on Sheet 7 @ JLr�v % / `te*�oarr -�/ Dollars and 0o U �u Cents $6qOV -z `1$ 4_4 BA0 Lump Sum 28 59 L.F. Construct 8" VCP Sewer @,oj�ph Dollars ' v m and Cents $ .5� $� Per Lineal Foot PR 6 of 8 I ITEM-, QUANTITY ITEM..DESCRIPTION UNIT TOTAL NO " ?` :AND UNIT UNIT PRICE-VRITTEN IN WORDS PRICE PRICE 29 Lump Sum Construct sewage fip station per details on Sheet �2, including wet well, force main excavation and backfill, complete in place. @ Dollars and 00 Cents $ '2fv°0'"r Lump Sum 30* 3,139 L.F. Construct 18" water pipe includ- ing tie -ins to exi tin water main .ti @ r to Dollars ;75 7 �F% Cents $and ^'+ Per Lineal Foot �,Jf if 7 1-5 '� 31 635 L.F. Construct 6" ACP water pipe includ- ing tie -ins to existing pipe @ JtI7F7--eP2 Dollars p n 2.4 and Os Cents $ /J' $ VI Per Lineal Foot 32 6 Each Install 18" Butterfly valve and box @ T..r++ &A*cio^ftdZ Dollars 00 /7� and r� ' /�y Cents $ OCOOO $ 42pO0 Each 33 1 Each Install 10" gate valve and box @ S 1-4n "44- _Dollars / and 00 %2y Cents $ 700 $ Or0 Each 34 14 Each Install 6" gate valve and box @ f�C s�K_Dollars and = 0° Cents $ 3OG $. 50.200 Each ' • • PR 7 of 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 35 2 Each Install 4" gate valve and reconnect 2" watery service @ Tl9Kh ��tra�/ts� Dollars / and o` j Cents $ $ OO Each 36 3 Each Reconnect existing fire hydrant @ /ca+uo- 114wAf Dollars and ic.v Cents $ Each 37 5 Each Construct fire hydrant assembly @ 4; e Dollars and 06, O6 �L Cents $ $ 000 Each 38 Lump Sum Abandon existing storm drain, seal ends and fill pipe with sand slurry @ 7z t e �9ou A2,"/ Dollars c6 and _0 Cents $ ,3000 Lump Sum 39 2 Each Install 1j" water service per CNB- STD -503 -L @ ��� Dollars and r �y Cents Each 40 3 Each Install 2" water service per CNB- STD -503 -L @ J C ✓tn�ic�! Dollars and Cents Each 41 Lump Sum Guard '� underground construction @ 11 o J! J%0.fAV Dollars �I and Cents Lump Sum $ .CPO $ /"V V& 06 $ 00 $ vZ /00 PR 8 of 8 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE 42 60 L.F. Construct 8" ACP water pipe includ- ing tie -ins to /existing pipe @ �G '-10 j Dollars nnAA and !a 'Or Cents $ 0�D `— $ 00 Per Lineal Foot 43 1 Each Install 8" gate valve and box C: / ✓P �{�cs/eZ Dollars n„ a j'GV I and o6 Cents -- 00 Each _$ f 0 TOTAL BID PRICE WRITTEN IN WORDS: Dollars and Sb FTy Cents *NOTE TOTAL BID�! /d$� INDICATE 18" pipe alternate to be c.cnstructed: a. Mortar Lined and Coat ed Steel Pipe b. Reinforced Concrete Water Pipe, Steel (� Cylinder Type, Pretensioned l C. Asbestos Cement Pipe CONTRACTOR'S LICENSE NO. /7-?7 C 9 DATE: a -/3.-? , ADDRESS: r cr's N p TELEPHONE NO. (71!t) rn A o CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT January 28, 1975 PROJECT: Bayside Drive Street, Storm Drain, Sewer, and Water Improvements - Bayside Place to Marguerite Avenue CONTRACT NO. 1497 ADDENDUM NO. 1 1. Changes to Proposal A. Rembve Sheets Numbers PR 7 of 8 and PR 8 of 8 and INSERT revised Sheets Numbers PR 7 of 8 and PR 8 of 8. The revision adds a bid item No. 41 for "Guard Underground Construction ". Note: Show date of receipt of this Addendum on the Proposal or insert a copy with your Proposal. e5;?I, —j - -7 Y Date Received -Cp. 0 4111 ut orized Signature CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT February 6, 1975 PROJECT: Bayside Drive Street, Storm Drain, Sewer, and Water Improvements - Bayside Place to Marguerite Avenue CONTRACT NO. 1497 ADDENDUM NO. 2 1. Chances to Plans A. Remove Sheets 2 and 6 of 13 and ADD Revised Sheets 2 and 6 of 13. These sheets reflect a change in size of water main from 6" to 8" diameter at STA 29 + 80.00; and in the size of a water valve from 6" to 8 ". B. Remove Sheets 7 and 8 of 13 and ADD Revised Sheets 7 and 8 of 13. These sheets reflect an addition of an existing telephone underground conduit crossing the 18" ACP water main @ approximately STA 35 + 50 and the 60" RCP storm drain @ approximately STA 3 + 95. 2. Changes to Proposal A. Remove Sheets PR 6 and 8 of 8 and INSERT Revised Sheets PR 6 and 8 of 8. The revisions adds Bid Items Nand 43 for "Construct 8" ACP water pipe including tie -ins to existing water main" and "Install 8" gate valve and box" respectively; and changes quantities of Bid Items No. 31 and 34. A change is also made to the reference in Bid Item No. 29 to Sheet 11 which should be Sheet 12 of the plans. �� - �T -1?�I Date Received u a6o, rized Signature RESOLUTION NO. 8 4 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH AWARDING A CONTRACT FOR STREET, STORM DRAIN, SEWER AND WATER IMPROVE- MENTS, BAYSIDE DRIVE FROM BAYSIDE PLACE TO MARGUERITE AVENUE, CONTRACT NO. 1497 WHEREAS, pursuant to the notice inviting bids for street, strom drain, sewer and water improvements, Bayside Drive from Bayside Place to Marguerite Avenue, in accordance with the plans and specifications heretofore adopted, bids were received on the 13th day of February, 1975, and publicly opened and declared; and WHEREAS, it appears that the lowest responsible bidder therefore is Bebek Company; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Newport Beach that the bid of Bebek Company for the work in the amount of $388,680.50 be accepted, and that the contract for the described work be awarded to said bidder; BE IT FURTHER RESOLVED that the Mayor and City Clerk are hereby authorized and directed to execute a contract in accordance with the specifications, bid and this award on behalf of the City of Newport Beach, and that the City Clerk be directed to furnish an executed copy to the successful bidder. ADOPTED this 24th ATTEST: City Clerk day of February , 1975. DDO /bc 2/21/75