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C-2339 - Morning Canyon Road & Seaward Road Storm Drain Replacement
August 16, 1983 Ameron, Inc. P.O. Box 457 Wilmington, CA 90749 CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK (714( 640 -2251 Subject: Surety: Federal Insurance Co. Bonds Nos: 8092 52 93 Project: Morning Canyon Road & Seaward Road Storm Drain Rehab Contract No.: C -2339 The City Council on July 11, 1983 accepted the work of subject project and authorized the City Clerk to file a Notice of Completion and to release the bonds 35 days after the Notice of Completion has been recorded. The Notice was recorded with the Orange County Recorder on July 20, 1983, Reference No. 83- 312808. Please notify your surety company that the bonds may be released 35 days fter this recording date. Sincerely, Wanda E. Andersen City Clerk WEA:lr cc: Public Works 1 City Hall • 3300 Newport Boulevard, Newport Beach, California 92663 Please return to: City Clerk City of Newport Beach 3300 Newport Blvd. P.O. Box 1768 Newpgrt Beach, CA 92663 -3884 NO Co SfDERATO 83- 312808 C2 � NOTICF. OF COMPLETION PUBLIC WORKS MCMD IN OFFICIAL RECORDS R ORANGE COUSTY. CALIFORNIA -422 PM JUL 20 '83 1'o All Laborers and Material Men and to Every Other Person Interes YOU WII.LL PLEASE TAKE NOTICE that on the Public Works project consisting of Morning C: Drain Rehahilitatinn (C -2339) on which Ameron Inc. P.O. Box was the contractor, and Federal was the surety, was completed. VERIFICATION I, the undersigned, say: 11, 1983 749 RPFY OF' NEWPORT BFACH Public Works Director I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on July 13, 1983 at Newport Beach, California. Public Works Director VERIFICATION OF CITY CLERK I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on July 11 1983 accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on July 13, 1983 at Newport Beach, California. t !!s/!v/ m I City Clerk BY THE CITY COUNCIL c - ID -_3 CITY OF NEWPORT BEACH July 11, 1983 JUL 111963 CITY COUNCIL AGENDA ITEM N0. TO: CITY COUNCIL FROM: Public Works Department SUBJECT: ACCEPTANCE OF MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REHABILITATION (C -2339) RECOMMENDATIONS: 1. Accept the work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the bonds 35 days after Notice of Completion has been filed. DISCUSSION: The contract for the rehabilitation of storm drains in Corona Highlands has been completed to the satisfaction of the Public Works Department. The bid price was $88,158.00 Amount of unit price items constructed 87,408.00 Amount of change orders none Total contract cost 87,408.00 Funds were budgeted in the General Fund. The design engineering was performed by ASL Consulting Engineers of Santa Ana, California. The contractor is Ameron, Inc. of Wilmington, California. The contract date of completion was June 30, 1983. The work was completed by June 28, 1983. a'44� JZZ Benjamin B. Nolan Public Works Director GPD:rb CITYOPORT BEACH PROGRESS PAYMENT REQUEST NO - PUBLIC WORKS DEP *NT Retention FOR PERIOD ENDING August 24, 1983 PROJECT Morning Canyon Road & Seaward Storm Drain Rehabilitation BUDGET NO. 02 3497 250 CONTRACT NO. 2339 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT TTFM PRTC.F COMPIFTF FARNFD ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $87,408.00 LESS 10% RETENTION -0- LESS PREVIOUS PAYMENTS 83,000.18 AMOUNT DUE THIS REQUEST 4,407.82 Send payment to: Ameron, Inc. P.O. Box 457 Wilmington, CA 90749 I hereby certify that the above amounts and values are correct. SIGNED SIGNED ENGINEER J CONTRACTOR v i t i A f ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $87,408.00 LESS 10% RETENTION -0- LESS PREVIOUS PAYMENTS 83,000.18 AMOUNT DUE THIS REQUEST 4,407.82 Send payment to: Ameron, Inc. P.O. Box 457 Wilmington, CA 90749 I hereby certify that the above amounts and values are correct. SIGNED SIGNED ENGINEER J CONTRACTOR Lj • CITY OF NEWPORT BEACH � 3 PUBLIC WORKS DEPARTMENT 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92663 -3884 Date June 23, 1983 TO: Ameron, Inc. P.O. Box 457 Wilmington, CA 90749 ATTENTION: SUBJECT: Morning Canyon Road and Seaward Road Storm Drain Rehabilitat on, C -2339 We are transmitting the following: No. Copies Description Remarks: C] Progress Payment Request No. 2 (F) Please sign the original and one copy and return to this office. The third copy may be retained for your file. By: G. P. Dunigan, Jr. Field Engineer GPD:em Att: CITY&PORT BEACH - PUBLIC WORKS DEOWENT PROGRESS PAYMENT REQUEST NO. 2(F) FOR PERIOD ENDING June 23, 1983 1=90MENEMI M BUDGET N0. 02 s447 2sn CONTRACT NO. 2339 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 1. Mobilization $5000.00 100% $ 5,000.0 2. Line 18 -inch CSP 54.00 /LF 595 LF 32,130.0( 3. Line 24 -inch CSP 54.00 /LF 341 LF 18,414.0f 4. Line 30 -inch CSP 54.00 /LF 516 LF 27,864.0( 5. Modified Catch Basin 3000.00 EA 1 EA 3,000.0( 6. 18 -inch RCP 150.00 /LF 7. Guard Underground Construction 500.00 100% 500.0( 8. Traffic Control 500.00 100% 500.0( $ 87,408.0( A� ORIGINAL CONTRACT $88,158.00`` EXTRAS TO DATE CONTRACT TO DATE Et'JH AMOUNT EARNED 87,408.00 ;cS�hG payment to: LESS RETENTION 4,407.90 " '`'` PPP '�- - "�''Ameron, Inc. LESS REVIOUS PAYMENTS 42,548.18 P.O. Box 457 AMOUNT DUE THIS REQUEST 40,452.00 Wilmington, CA 90749 i`' I hereby certify that the -above amounts and values ar rr �% General SIGNED / = ��l`� SIGNED Suiperintendent ENGINEER CON CTOR CfT1f OF NWPOiT BEACH PUBLIC;..WORKV. DEPT:::_. WSPEC-T.ORS:-DAICY _REPORT: Project N Location...% Time Weather.. r. rF..> , . . 1. Equipment on Job:` >' Men on Job - ^� Nature, Quantity; and-Location- of "Work This lnspection � � `f ✓/' � �' y r { :aso �ff/:.�r i__1 ! /t-•.� - ��'l.r'i %=/ . -� /l %f ". J /Jiyi.� - 4 i� �V % � /C.�,ilfJr• 6lP is =9' ._. � J� / j r :aso �ff/:.�r i__1 ! /t-•.� - ��'l.r'i %=/ . -� /l %f ". J /Jiyi.� - 4 i� �V % � /C.�,ilfJr• 6lP is =9' ._. � J� / ._ . L// / Z7 :.ice S e QEal adcs nL -' G �j fI �4 its / C/, C_..� f ✓1 E -./C° A .! .L! /�!/. /p -- 4- i_u.ir c • . . ....... . ' jyG /y 'All, /ve_ ,Z 'Jt -22 %mac` -oF' / / / ..Ei f/ l ✓cv a"/ ........': ..': :f .. . Plans for Next.:Day's Work .f 1A)i 4 '.�i 5 %i,/ •�' . -�0 :✓ �f / - >� .. Inspector's Signature l �.- �.=' -• %i f , -!-�'? .. - �:/ . Date >_.a' -� ✓" 4No, 01497 CALIFORNIA PRELIMINARY NOTICE IN ACCORDAN ITH SECTION 3097 AND 3098, CALIFOR CIV IL CODE 67422��3 THIS IS NOT A LIEN, THIS IS NOT A�LECTION ON THE INTEGRITY OF ANY TRACTOR OR SUBCONTRACTOR:i *rk* sttsohed letter to part Of this notidpU ARE HEREBY NOTIFIED THAT... -. O W N E R C O P Y CONSTRUCTION LENDER or Reputed Construction Lender, if any FOLD HERE OWNER or PUBLIC AGENCY or Reputed Owner (on public work) (on private work) City of Newport Beaoh City Batt Newport Beaeh, CA 88880 L Construction loan FOLD HERE ORIGINAL CONTRACTOR or Reputed Contractor, if any known) J - Faat�f6a CerrlagQtwdICE Co_ (name of person or firm furnishing labor, Serves, equip- ment or material) 1388fLStandr "emle (address of person or firm furnishing labor, services, equipment or material) has furnished or will furnish labor, services, equipment, or materials of the following general description: !!nwwarrnttetd stain n{ne t dedeae (general tlescription of the labor, services, equipment or material furnished or to be furnished) for the building, structure or other work of improvement located at: Xs1Ae>!t= Sete Seaward Rd. I (ad�ess or tlescription of job site A PCB sufficient for identification) The name of the person or firm who contracted for the purchase of such labor, services, equipment or material is: Aker" Pips Lixiptg Dtb. (name and address of person or firm) Boa !S? _ Villlrixotox. CA An estimate of the total price of the labor, services, equipment or materials furnished or to be furnished is: r.�?a>•�r1n (Dollar amount must be furnished to construction lender — optional as to owner or contractor) Trust Funds to which Supplemental Fringe Benefits are Payable. (idaterlai men not required to furnish) (name) (address) (name) (address) (name) [address) (name) (address) NOTICE TO PROPERTY OWNER If hills are not paid in full for the labor, services, equip. ment, or materials furnished or to be furnished, a me- chanics lien leading to the loss, through court fare - closure proceedings, of all or part of your property being so improved may be placed against the property even though you have paid your contractor in fell. You may wish to protect yourself against this consequence by (1) ra iring your contractor to furnish a signed release by thppersyl�'• or firm giving you this notice before making pgymant}to your contractor or ) any other method a(devicccalwhich is appropriate uAdVV the circumstances. SWOVIO"rBrown, Opr.ON". Telephone Number( 77/ 8339"225 This form Mo. 594 Revised 1/80) 0 Copyrighted by and distributed through BU10I11413 INDUSTRY CREDLT ASSOG1ATtU�N- 1.3 _ - 7--51: • PACIFIC CORRUGATED PIPE CO. REPLYTO: 13680 SZover Avenue Fontana, CA 92335 (914) 829 -4235 (213) 465 -8911 TO WHOM IT MAY CONCERN: Information contained in this Preliminary Notice is based on information furnished to Pacific Corrugated Pipe Company by the person or firm contracting for the purchase of labor and materials and is believed to be "accurate. in the event that any information is inaccurate, please notify Pacific Corrugated Pipe Co. immediately in order that we may send a revised notice. If no corrections are received within five (5) days after receipt of notice, we wiZZ assume that all information is correct as stated. Thank you. ' f PACIFIC CORRUGATED PIPE COMPANY Credit Department EXECUTIVE OFFICES: P.O. BOX 2450, NEWPORT BEACH, CALIF. 92663 (714) 540 -5411 Serainy the IYesternStates front: Portland, Or. • Springfield, Or. • Lehl, Utah Sacramento, Ca. • Phoenix, Az. • Union City, Ca. • Fresno, Ca. • Fontana, Ca. Qe "ANSPORTA -10a lCALTw a QQ; ;AI:aca with your >;PIlcotlon of P'. ^.- W 7�. - - — !1'7_ Envirolrnental dMIJINcat IafenaatloA Ica bG:011 r11Me2410 and conaldefed prior to PAtO Approval of this pwm r[_? NO Q Yon =7? In &=tlon to any cat low the pumlttca will ka baled for any field nark by Cathalle 4100111 Amm"T forces tad:. Foviwr L'3 Na yea. tu:postlaa. CD No rn- Y" Ma project walk $hall W CWAGreed uatll all 11tlgf Assam" p$Wta slid U MNAl. moatal cissran04141 have bt alt obtained. go" c111MAmv r 1'_meron Pine Lining Di�,i.; i_ n '! ^3rd Street 0. Bc)x 457 L i lmingt on , CA 01tw41ta f 11An J PERMIT im tubject to the GorNiral Provlsions AM UAa felfowktg. PEii1113StOP1 13 MEAEDY GRANTED tm A& - OMcPOeIf �. ,v:•ork consisting of rehabi..litatinr corruCated steel Pipe storm drains Pi.thin State right of way on Pacific Coast N_igtrray near Se- e, Rd, and Morning; Car- yon Rd. in the City. of Netrport Beach, OR :, -OC1- ^5.'!x'.5 -q, all in accordance with the 'terms and conditions o.f.. State Fncroachment Pe—mit #789 -NDD -5418 issuer_?- to the City of Nev.-port Beach. BY ACCEPTANCE OF THIS PERMIT, T,' FERMITTEF UNDERSTnIVDS AND AGREES TO REI?'- BL $E 'TAE -STATE FOR ANY AND ALL COSTS INCURRED FOR 11,.VING CORRECTIVE WORK PELFC1 sED BY STATE FORCES OR TM-DrT?- CONTRXT LET THE EMNT THAT • THE PERMITTEE ; iIS CONTRACTOR DR SLTBCO:T ]? CTO F`TLS TO INSTALL, REPLACE, REPAIR, RESTORE OR REMOVE' FACILITIES TO STATE SPFCTFIC.P,TIONS FOR THE II`' 4EDI'"_TE SAFE OPERATION C THE HIG�JAY -.JTD SATISFACTORY COYF1+ETION OH' ALL PERMIT WOPdi. IT IS 77DERST00D 'TIV T THE ABOVE CH.tRGES .ARF IN ADDITION TO' ANY PERMIT FEES AND THAT T1�E PERMITTEE WILL BE BTLLFD FOR SAID CHARGES ',FTER SATISFACTORY CCrE1T7TION OF ALL PERMIT WORK.. �C.+1. i:2G7 4w:i1 ROttt7/ pelnlit k1�06tOr by Calltllq '1• Fi ;�j,.rbanj,-s ' % -1/!- f h ?�_h}2511 betwom OMO and MQ 1 minimm of throe .working days prior to the Initial MW of work and one woAAag day -prior to closlrs arry traffic tme& . a'c"Wttas shall afaage a prisconsyyexloa assting with fhoir s0rt11actors and the Pwmit irtspsOW is h=m s soaplaa undo, gtanding of the work aid dw permit mw stasnts. �ermitta, his "is or contractors as bound by and sigh Comply with all provisions of thls'penait s of- he State morseentative while pwfoming any work auth Ud by this psnalt. fho following attachments are also Included as part of this porrait. a Utility Maintenance Provisions: l No r7x Yee `JUN '91983 Q Special Provisions: C3 No 0) yea =, B, C, T_, :i A C31-08ha permit rc4uired prior to beginning via*: DEPARTMENT COF EYF PUB C WORKS Q No Yes 1 'hi3- pomoiU3- void.unless the worst 13 e- pleted before ju l_V 1g ?,?. rhos permit into be strictly construed and no othw work orhw than speeiflaally. nientlated Is hereby authorizes. 'epic SHALL BE SUSPENOW IF PEMT Z= 13 NOT AT JOB SITE. LB of _ (u "Mor T. ?'unt.B(-,h. P.O. Box_ n. 'T'han? s -If Br, Ne:•.port Beach , C'i. Motoc ?a- In."o. �?hh5_?,58�; DD, an Attn: Lloyd. Dalton. APPNOV60- D T-TRTT+T? D:). DALBEY, ASST. McNamee V Ameron Pine Lining Div. P.O. Box 457 Wilmington, CA 90749 -Page 2- 07 -ORA- 001- 15.1/15.?8 783 -7DP -6488 May 28, 1983 All inspection costs incurred i..n the perfcrmance of work authorized by this permit shall be billed to the Pe- mittee. Lane closures are not authori.zed betweer_ June 13, 1083 and September b, 1983. All lane closures on multilane hirhways shall be made using an approved flash- ing arrow sign. The State Insaector shall close doem•any project found to have such a lane closure without the required flashing arrow signs. • CITY OF NEWPORT BEACH • PUBLIC WORKS DEPARTMENT 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92663 -3884 Date June 2, 1983 TO: Ameron, Inc. P.O. Box 457 Wilmington, CA 90749 ATTENTION: SUBJECT: Morning Canyon Road and Seaward Road Storm Drain Rehabilitatio We are transmitting the following: No. Copies I Description Remarks: 3 Progress Payment Request No. 1 Please sign the original and one copy and return to this office. Thr third copy may be retained for your file. By:� '110� G.P. Dunigan, Jr. Field Engineer GPD:em Att: CIWEWPORT BEACH - PROGRESS PAYMENT REQUEST NO. 1 PROJECT Morning Canyon BUDGET NO. 02 3497 250 PUBLIC WORKS D•RTMENT FOR PERIOD ENDING C - ' May 31, 1983 Road and Seaward Road Storm Drain Rehabilitation CONTRACT NO. 2339 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRTCF COMPLETE EARNED 1. Mobilization $5000.00 50% 2,500.00 2. Line 18 -inch CSP 54.00 /LF 481 LF 25,974.00 3. Line 24 -inch CSP 54.00 /LF 333 LF 17,982.00 4. Line 30 -inch CSP 54.00 /LF 5. Modified Catch Basin 3000.00 EA 6: 18 -inch RCP 150.00 /LF 7,. Guard Underground Const. 500.00 50% 250.00 g Traffic Control 500.00 50% 250.00 $ 46,956.00 4� ORIGINAL CONTRACT $88,158.00 Ameron, Inc. EXTRAS TO DATE P.O. Box 457 CONTRACT TO DATE „4 Wilmington, CA 90749 AMOUNT EARNED $46,956.00 LESS go% RETENTION 4,407.90 LESS PREVIOUS PAYMENTS -0- AMOUNT DUE THIS REQUEST 42,548.18 1 hereby certify that the above amounts and:va;l.ygs, are correct. SIGNED._ / -U �k:,. SIGVE6 .I L S. LUSTER, CONTROLLER ENGINEER CONTRACTOR EITI Of NEWPORT BEA - H PUBLIC WORKS DEPT: INSPECTORS DAILY- REPORT`:< Project Name e�2,,f7 ^3 ^� . —� - Location:- 's.nf- Time. �/f� i i Weather Contractors. Equipment: on.Job: ` J` Men. on Job ... � Noture;,Quantity;:and Location: of- Work °This, inspection ',�,� —^ ={ %/• � � '. Zi ... .. . _ / / .4 f % . � Remarks /2 ^ct� ,i f�j / ✓isll � — J'—�� � /' / _ .... . - .. Plans. for Next Day's Work' - .Inspector's T ✓ `0 � . No. 014`9-6- i WY OF .IV WPORr - BEACH PUBLIC WORKS: DEPT. IWSPECTORS W Q;alLlf' REPORT ". Proiect;Name- . +`- Location.cre . Time . Weather .. Confractor. Equipment on Job: ... Men on -Job: -. . Nature, Quantity,. arid - Location: of',Work This _Inspection-. - C _ _ r i . ...... Plans..for Next Day's ' .. Inspecfor:s- Signature: CITY Q`:NPOT BfAH PURLI woes s Project Name- .2 -' Time,,:1 Weather Contractor Equipment on Job: Men on ;Job Nature;: Quantity; -and. Location Of Work This Ins - a-' pection:.1�' i y E <U Plans for Net Day's Work_ - f, Inspector`s tment of Industrial Relations of Aoorenticeshio Standards Name of General Contractor �At^ , , }S ,, ,ff},,,� r r tixy,yy,,,,„y, 4 A!) y dit:�. { "is$1� �, Contractor s License Number .. -45 ° - ,,. AMERON, INC. * 154 -A t Y ¢_ �.. Mail address (Street No. or P O Box) m City . Zip code al phone _ " `, �t �3 .,3P.0. Box 457 1 „ ? ,,, Wilmington ,: 96749 213835 8201 Address or location of Public Works Site (include city and or county,) , 1 .: .- A : M Canyon Road and Seaward Road in Corona del Mar, Orange Contract or blect Number kr Doi lar amount of contract award t 2339 r ; '. 4 �. ` v ` $88,158.00 :}i.,ii ,,,t:•.; �� ., Staving date Completion date :.: Number of working days May 10, 1983tru June 30, 1983 " { 40 calendar _. Type of construction (Highway. school, hospital, etc,-), .. , .� .. .. i:.storm drain rehabilitation New construction ] Alterations lxl 'j:.,l ;:, $I ' geed by ,ri(AMTK, /C - (/ ..- Title rnvvwi u2kla111Ln Date Note: Submittal of this Extract satisfies the following requirement of Labor Code Section 3098, Chapter 4. t . Division 3 'An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 'shall, within five days of the award, send a copy of the award to the Division of Apprenticeship " Standards. :..: ... ...... ForfurtherInformation,telephone 415 - 557 -2950 (Public Works Contract Coordinator) 455 Golden Gate Avenue, San Francisco, Room 3236 (Rer. D. G. Concrete Construction 850 Colorado, Suite 201 L. A. CA 90041 10 May 10, 1983 Subject: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation, C -2339 Gentlemen: This letter is to inform you of the action taken by our City Council on May 9, 1983, regarding award of the subject project. Due to request of John T. Malloy to be relieved of his low bid on the lining alternative, the contract was awarded to the second low bidder for the lining alternative, Ameron, Inc., of Wilmington, for the contract amount of $88,158.00. We wish to thank you for submitting a bid and hope that you will continue your interest in future projects for the City of Newport Beach. Very truly yours, IW Lloyd R. Dalton Project Engineer LRD:em Copies of this letter sent to: John T. Malloy George Dakovich & Son, Inc. Rob't G Casongia, Inc. Spiniello Construction Co. 6 0 CITY OF NEWPORT BEACH P.O. BOX 1768, NE\ %'PORT BEACH. CA 926633884 OFFICE OF THE CITY CLERK (714) 640 -2251 TO: FINANCE DIRECTOR PUBLIC WORKS FROM: CITY CLERK DATE: May 10, 1983 c�.l,,t 51101D SUBJECT: Contract No, C -2339 Description of Contract Morning Canyon Road and Seaward Road Storm Drain Rehabilitation Effective date of Contract Mav 10. 1983 Authorized by Minute Action, approved on May 9, 1983 Contract with Ameron, Inc., Pipelining Division Address P.O. Box 457 Wilmington, CA 90749 Amount of Contract $88.158.00 Wanda E. Andersen City Clerk WEA:lr attach. 3300 Newport Boulevard, Newport Beach 0 0 AMERON, INC. CERTIFIED COPY OF RESOLUTION OF THE BOARD OF DIRECTORS RESOLVED, That R. L. Emerson, L. S. Leister, Robert A. Otto, Scott F. Biondi or Lee Hollerbach or any of them, are hereby authorized to sign and affix the Corporate seal, on behalf of Ameron, Inc. to bids, proposals, bonds and contracts and by so doing as its authorized agent, bind the Corporation to performance of any and all obligations contained therein. If two signatures be required on any such document, then any two individuals hereinbefore named may sign, or any one of such individuals together with Uwe E. Weindel, may sign, and if the signature of any individual or individuals need be authenticated, then any of the individuals herein named may authenticate the signature of any other. I hereby certify that the foregoing is a valid and binding action taken by and in behalf of Ameron, Inc. and that it constitutes an authorized appointment made in full compliance with that certain Resolution adopted by the Board of Directors of Ameron, Inc. at its meeting held or. March 29, 1982 at the office of the Corporation, 4700 Ramona Boulevard, Monterey Park, California and that the same remains in full force and effect. Date: January 28, 1983 Assistant Secretary L. S. Leister • NOTICE INVITING BIDS ' CITY CLERK Sealed bids may be received at the office of the City Clerk, 3300 Newport Boulevard, Newport Beach, CA 92663 until 11:00 A.M. on the 15th day of Aril 1983, at which time such bids shall be opened and r for MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REHABILITATION Title of Project 2339 Contract No. Engineer's Estimate (Lining Alternative) -- $61,125 Engineer's Estimate > Approved by the City Council this 28th day of March 1983 Wanda E. Andersen City Clerk Prospective bidders may obtain one set of bid documents at no cost at the office of the Public Works Department, 3300 Newport Boulevard, Newport Beach, CA 92663. For further information, call Lilo d R. Dalton at 640 -2281. Project Engineer • • PR 1.1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REPLACEMENT CONTRACT NO. C -2339 PROPOSAL To the Honorable City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92663 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Instructions to Bidders, has examined the site, the video tape and Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. C -2339 in accordance with the Plans and Special Provisions, and will take in full payment therefor the following unit prices for the work, complete in place to wit: * * * * * * * * * * * * * * * * * * ** *Lining Alternative * * * * * * * * * * * * * * * * * * * * ** ITEM U'ry. & ITEM DEMRiPT10N UNIT TOTAL NO. UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1 - Mobilization and clearing in- cluding removals as required. @ Five Thousand Dollars and No Cents $ 5.000.00 $ 5.000.00 Lump Sum 2 595 Line existing 18 inch CSP Lineal Feet Storm Drain @ Fift,v -Four Dollars and Na Cents $ 54.00$ 32.130.00 Per Lineal Foot • • PR 1.2 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 3 341 Line existing 24 inch CSP Lineal Feet Storm Drain @ Fifty Four Dollars and No Cents $ 54.00 $ 18,414.00 Per Lineal Foot 4 516 Line existing 30 inch CSP Lineal Feet Storm Drain @ Fifty Four Dollars and No Cents $ 54.00 $ 27,864.00 Per Lineal Foot 5 1 Construct modified catch Each basin per details on con- struction drawings (L =71) @ Three Thousand Dollars and No Cents $ 3,000.00 $__3.,_000.00 Each 6 5 Install 18 inch R.C.P. Lineal Feet (2000 -D) @ One Hundred Fifty Dollars and No Cents $ 150.00$ 750.00 Per Lineal Foot 7 - Guarding Underground Lump Sum Construction @ Five Hundred Dollars and No Cents $ 500.00$ 500.00 Lump Sum 8 - Traffic Control Lump Sum @ Five Hundred Dollars and No Cents $___j& 00 $ 500.00 Lump Sum Total Price Written in Words (Lining Alternative) Eighty Eight Thousand One Hundred -Fifty -eight Dollars and No Cents $ 88.158.00 • • PR 1.3 * * * * * * * * * * * * * * * * ** *Replacement Alternative * * * * * * * * * * * * * * * * * * * ** ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1 - Mobilization and clearing in- Lump Sum cluding removals as required. @ Dollars and Cents $ $ Lump Sum 2 126 Install 30 inch R.C.P Lineal Feet (1250 -D) @ Dollars and Cents $ $ Per Lineal Foot 3 38 Install 24 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and Cents $ $_ Per Lineal Foot 4 19 Install 24 inch R.C.P. Lineal Feet (2000 -D) with conc. backfill @ Dollars and Cents $ $_ Per Lineal Foot 5 476 Install 21 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and Cents $ $ Per Lineal Foot 6 18 Install 18 inch R.C.P. . Lineal Feet (2000 -D1 @ Dollars and Cents $ $ Per Lineal Foot ITEM NO. • QUANTITY AND UNIT • ITEM DESCRIPTION UNIT PRICE WRITTEN IN WORDS UNIT PRICE PR 1.4 TOTAL PRICE- 7. 412 Install 18 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and Cents $ $ per lineal foot 8. 183 Line existing 30" C.S.P. Lineal Feet @ Dollars and Cents per lineal foot $ $ 9. 81 Line existing 24" C.S.P. Lineal Feet @ Dollars and Cents $ $ per lineal foot 10. 177 Line existing 18" C.S.P. Lineal Feet @ Dollars and Cents $ $ per lineal foot 11. 1 Construct modified catch Each basin per details on con- struction drawings (L = 7') @ Dollars and Cents $ $ per each 12. 5 Construct junction struc- Each ture No. 1 per Newport Beach Std. 310 -L @ Dollars and Cents $ $ per each 13. 3 Construct brick and f Each mortar bulkhead. @ Dollars and Cents $ $ per each . • PR 1.5 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 14 3 Construct pipe collar per Each City of Newport Beach Std. 313 -L. @ Dollars and Cents $ $ Each 15 Guarding underground Lump Sum construction Dollars and Cents $ $ Lump Sum 16 Traffic Control Lump Sum @ Dollars and Cents $ $ Lump Sum 17 90 Construct slurry backfill Cubic Yards in abandoned C.S.P. storm drains @ Dollars and Cents $ $ per cubic yard Total price written in Words (Replacement Alternative) Dollars and Cents R 154 -A Contractor's License No. & Classification Ameron, Inc., Pipe Lining Div. Bidder April 15, 1983 Date S /R. L. Emerson, Division Vice President Authorized Signature Title P. 0. Box 457, Wilmington, CA 90749 Bidder's Address 213/835 -8201 Bidder's Telephone Number INSTRUCTIONS TO BIDDERS 10 Page 2 The attached bid documents shall be completed, executed and received by the City Clerk in accordance with the NOTICE INVITING BIDS: Page 1 PROPOSAL 2 INSTRUCTIONS TO BIDDERS 3 DESIGNATION OF SUBCONTRACTOR(S) 4 BIDDER'S BOND (sum not less than 10% of total bid price for the more expensive alternative) 5 NON- COLLUSION AFFIDAVIT " 6 STATEMENT OF FINANCIAL RESPONSIBILITY 7 TECHNICAL ABILITY AND EXPERIENCE REFERENCES except that cash, certified check or cashier's check (sum not less that 10% of the total bid price for the more expensive alternative) may be received in lieu of the BIDDER'S BOND. The title of the project and the words SEALED BID shall be clearly marked on the outside of the envelope containing the bid. Bids shall not be received from bidders who are not licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The low bidder shall also possess a City of Newport Beach business license prior to exe- cution of contract. Bids are to be computed upon the quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors or omissions in the PROPOSAL. Quantities indicated in the PROPOSAL are approximate and given solely to allow the comparison of total bid prices. Contract documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of the President or Vice President. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. , In accordance with the California labor Code (Sections 1770 et seq.), the Di- rector of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code re- lating to prevailing wage rates (Sections 1770 -7981 inclusive). The Contractor shall be responsible for compliance with Section 1777.5 of the California Labor Code for all apprenticeable occupations. The City of Newport Beach reserves the right to award either the Lining Alterna- tive or the Replacement Alternative. Bidders are not required to bid both alternatives. 154 -A Contractor's Lic. No. & Classification _April 15, 1983 Date Ameron, Inc., Pipe Lining Div. Bidder S /R. L. Emerson, Division Vice- President Authorized Signature /Title Page 3 DESIGNATION OF SUBCONTRACTOR(S) The undersigned certifies that he has used bid(s) of the following listed subcontractor(s) in making up his bid,and that the subcontractor(s) listed will be used for the work for which they bid, subject to the approval of the j Engineer and in accordance with the applicable provisions of the Specifications. No change of subcontractor may be made except with the prior approval of the Engineer and as provided by State law. Item of Work Subcontractor Address I. Video Tapes Empire Pipe Cleaning 10282 Trask, Garden Grnve cA 2. Paving Sully Miller 6145 Santiago ryn_, Orange., CA 3. Excavation Clausen Excavation 309 N_ Broadmnnr, West Covina, CA 4• Catch Basin R Pine John Malloy finfi N_ IarChmont RIVE ,d os Angeles, 5. Calif. 6. 7. 8. 9. 10. 11. 12. Ameron, Inc., Pipe Lining Division Bidder S /R. L. Emerson, Division Vice- President Authorized Signature /Title 6OR ORIGINAL SEE CITY CLERK'S F COPY Page 4 Bonito. 8092 15 20 - G BIDDER'S BOND KNOW ALL MEN BY THESE PRESENTS, That we, Ameron, Inc., Pipe Lining Division , as bidder, and Federal Insurance Company , as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Ten Percent of the Amount Bid Dollars (a 10% ), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden bidder for the construction of i e 2339 in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden bidder shall duly enter into and execute a contract for such construction and shall execute and deliver the "Payment" and "Faithful Performance" contract bonds described in the Specifications within ten (10) days (not including Saturday, Sunday, and Federal holidays) from the date of the mailing of a notice to the above bounden bidder by and from said City that said contract is ready for execution, then this obligation shall become null and void; otherwise it is and shall remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any bidder above named executed this bond as an indi- vidual, it is agreed that the death of any such bidder shall not exonerate the Surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 15th day of April , 1983 (Attach acknowledgement of Attorney -in -Fact) S /Helen T. Kunitake Notary Public Ameron, Inc., Pipe Lining Division Bidder S /R. L. Emerson, Division Vice - President Authorized Signature /Title Federal Insurance Company Commission expires June 3, 1983 Surety BY S/Michael D. Strong Title Attorney -in -Fact 0 0 NON- COLLUSION AFFIDAVIT Page 5 The bidder, by its officers and agents or representatives present at the time of filing this bid, being duly sworn on their oaths, say that neither they nor any of them have, in any way, directly or indirectly, entered into any arrange- ment or agreement with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever; or such affiant or affiants or either of them has not directly or indirectly, entered into any arrangement or agreement with any other bidder or bidders, which tends to or does lessen or destroy free competition in the letting of the contract sought for by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the bylaws, rules or regulations of which prohibit or prevent the bidder from con- sidering any bid from any subcontractor or materialman which is not processed through said bid depository, or which prevent any subcontractor or materialman from submitting bids to a bidder who does not use the facilities of or accept bids from or through such bid depository; that no inducement of any form or character other than that which appears upon the face of the bid will be sug- gested, offered, paid or delivered to any person whomsoever to influence the acceptance of the said bid or awarding of the contract; nor has the bidder any agreement or understanding of any kind whatsoever with any person whomso- ever to pay, deliver to, or share with any other person in any way or manner, any of the proceeds of the contracts sought by this bid. Subscribed and sworn to before me this 15th day of April 1983 . My commission expires: May 7, 1985 Ameron, Inc., Pipe Lining Division Bidder S /R. L. Emerson, Division Vice - President Authorized Signature /Title S /Mary H. Fistanich Notary Public FOR ORIGIN •SEE CITY CLERK'S FILE • Page 6 STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility or agrees to submit a statement within 1 work day after the bid opening if the undersigned is the apparent low bidder. 1982 Annual Report Attached On file with City Clerk Ameron, Inc., Pipe Lining Division Bidder S /R. L. Emerson, Division Vice- President Authorized Signature /Title . Page 7 1. 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. 1983 La Canada - Flintridge D. H. Otterman 213/790 -8880 1982 U. S. Army Corps of Eng. F. A. Qual 213/283 -4431 1982 Jet Propulsion Lab. G. E. Saunders 213/354 -4321 1981 Rolling Hills Estates D. Vorhis 213/377 -1577 1980 Rolling Hills Estates D. Vorhis 213/377 -1577 Ameron, Inc., Pipe Lining Division Bidder i, SIR. L. Emerson, Division Vice- President Authorized Signature /Title 0 0 Page 8 NOTICE The following are samples of contract documents which shall be completed and executed by the successful bidder after he receives a letter of award from the City of Newport Beach: PAYMENT BOND (pages 9 & 10) FAITHFUL PERFORMANCE BOND (pages 11 & 12) CERTIFICATE OF INSURANCE & ENDORSEMENTS (pages 13, 14, 15) CONTRACT (pages 16 & 17) Since the City of Newport Beach will not permit a substitute format for these contract documents, bidders are advised to review their content with bonding, insuring and legal agents prior to sub- mission of bid. BONDING COMPANIES shall be acceptable as sureties in accordance with the latest revision of Federal Register Circular 570. INSURANCE COMPANIES shall be assigned Policyholders' Rating B (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Ke Ratin Guide: Property - Casualty. Coverages shall be provide for a T ES OF INSURANCE checked on the CERTIFICATE OF INSURANCE. All costs associated w documents shall be absorbed include those contained in Standard Specifications for tion adopted for use in the supplemented or modified by ith the specifications of these contract in the bid. Such specifications shall (1) each contract document and (2) the Public Works Construction.(latest edi- City of Newport Beach T , except as the Special Provisions for this project. Bond No. 8092 52 93 • Executed in 4ruplicate Page 9 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted May 9, 1983 has awarded to Ameron, Inc., Pipe Lining Division hereinafter designated as the "Principal ", a contract for Morning Can_von.Road and Seaward Road Storm Drain Rehabilitation Contract No. 2339 in the City of Newport Beach, in strict conformity with the Drawings and Specifications and other contract documents on file in the office of the City Clerk of the City of Newport Beach; WHEREAS, said Principal has executed or is about to execute said contract and the_ terms thereof require the furnishing of a bond with said contract, providing that if said Principal or any of his or its subcontractors, shall fail to pay for any materials, provisions, 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 Ameron, Inc., Pipe Lining Division as Principal, and Federal Insurance Company as Surety, are held firmly bound unto the City of Newport Beach, in the sum of i'el« Fod TliW"yt-tdignt*= llWjdand, 01100-- --- --- ° --- Dollars ($ 44.019.00 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 above bounden Principal or his subcontractors, fail to pay for any materials, provisions, provender, or other supplies or teams, used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind or for amounts due under the Unemployment Insurance Code with respect to such work or labor, that the Surety or Sureties will pay for the same, in an amount not exceeding the sum specified in the bond, and also, in case suit is brought upon the bond, a reasonable attorney's fee, to be fixed by the Court as required by the provisions of Section 3250 of the Civil Code of the State of California. This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 3181 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon --- ---- -----^ sve i • Page 10 Payment Bond (Continued) this bond, as required by the Provisions of Sections 3247 et. seq. of the Civil Code of the State of California. And said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the contract or to the work or to the specifications. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the __ 9th day of May , 19 16 App ved as to form: City Attorney AMERON,INC., PIPE LINING DIVISION (Sea Name of Contractor Principal Al 4 g�j8IV at d T / A R L gEffi, DjV Vg PfIDENjtl e u1tfiorizedV'S 9nature and Title L. S. LEISTER, ASS L SECRETARY FEDERAL INSURANCE COMPANY (Seal) Name of Surety 3200 Wilshire Boulevard Los Angeles, California 90010 Tdress of Surety Signature and Title Agent Paul Wickersham, Attorney- 1R•Fact g 90010 Affr'e-'- o gent (213) 385 -2700 Telephone No, of Agent ACfOWLEDGMENT OF ANNEXED INSTRIVNT STATE OF CALIFORNIA COUNTY OF LOS ANGELES On this 3rd day of May in the year nineteen hundred and eighty three before me, Kunitake of California, duly commisioned and sworn, personally appeared Paul Wickersham a Notary Public, State personally known to me (or proved to me on the basis of satisfactory evidence) to be the Attorney -in -Fact of the corporation that executed the within instrument, and also known to me to be the person who executed the within instrument on behalf of the corporation therein named, and acknowledged to me that such corporation executed the same. for Federal Inarance Company IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in the State of California County of Los Angeles certificate. OFFIClAI. SFJA L, Helen T. Kunitake NOTARY PUSIIC— CAUFORNIA PRINCIPAL OMCE IN LOS ANOrUs COUNiY Mi CDMIR111 11 WIN JIM 3, 1983 on the date set forth above in this Notary Public, State( of California My commission expires .rune 3, 1983 pmro Form 21 -1043W (Rev. 12-2) CAL. (Corporation) USA. Bond No. 8092 52 93 is Premiuo&$330.00 Page 11 Execute n Quadruplicate FAITHFUL PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted May 9, 1983 has awarded to Ameron, Inc., Pipe Lining Division hereinafter designated as the "Principal ", a contract for Morning Canyon Road and Seaward Road Storm Drain Rehabilitation Contract No. 2339 in the City of Newport Beach, in strict conformity with the Drawings and Specifications and other contract documents on file in the office of the City Clerk of the City of Newport Beach; WHEREAS, said Principal has executed or is about to execute said contract and the terms thereof require the furnishing of a bond for the faithful performance of said contract; NOW, THEREFORE, We, AMERON INC. PIPE LINING DIVISION as Principal, and FEDERAL INSURANCE COMPANY as Surety, are held and firmly bound unto the City of Newport Beach, in the sum of Eit"t _1izhx Tho-nd_ One _Hundred Fiftv_EiEht _ and _No /10o -- .Dollars ($ 88.158.00 said sum being equal to 100% of the estimated amount of the contract, to be paid to the said City or its certain attorney, its successors, and assigns; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal, his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, con- ditions, and agreements in the said contract and any alteration thereof made as therein provided on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Newport Beach, its officers and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and virtue. And said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the contract or to the work to be performed thereunder or to the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice • • Page 12 Faithful Performance Bond (Continued) of any such change, extension of time, alterations or additions to the terms of the contract or to the work or to the specifications. In the event that any principal above named executed this bond as an it is agreed that the death of any such principal shall not exonerate the its obligations under this bond. IN WITNESS WHEREOF, this instrument Surety above named, on the individual, Suretv from FEDERAL INSURANCE COMPANY (Seal) Name of Surety 3200 Wilshire Boulevard, Los Angeles, California. Address of Surety Signature and Title of Authorized Agent Paul Wickersham, Attorney -in -Fact Approved as to form: 3200 Wilshire Boulevard, Los Angeles, CA 90010 Address of Agent City Attorney (213) 385 -2700 Telephone No. of Agent E OOTI -M s> • ACSOWLEDGMENT OF ANNEXED INSTRI#NT STATE OF CALIFORNIA COUNTY OF LOS ANGELES On this 3rd day of I SS.: in the year nineteen hundred and eighty three before me, Helen T. Kunitake a Notary Public, State of California, duly commisioned and sworn, personally appeared Paul Wickersham personally known to me (or proved to me on the basis of satisfactory evidence) to be the of the corporation that executed the within instrument, and also known to me to be the person who executed the within instrument on behalf of the corporation therein named, and acknowledged to me that such corporation executed the same. fnr F dPrat Tncuranrn roQpany IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in the State of California County of IQ's— hugeles certificate. OFFICIAL SEAL Helen T. Kunitake NOTARY PUBLIC — CALIFORNIA PRINCIPAL OFFICE IN ._ LOB ANGELES COUIRT My Commbsfat Egtlra June 3, 1983 on the date set forth above in this �)- t<6t". I Notary Public, Stag of California My commission expires June 3, 1983 MITED Fpm 2110 -0330 M". 12-62) CAL. (Corpomli n) U.S.A. • Certified Copy of POWER OF ATTORNE Know all Men by these Presents, That the FEDERAL INSURANCE COMPANY, 51 John F. Kennedy Parkway, Short Hills, New Jersey, a New Jersey Corporation, has constituted and appointed, and does hereby constitute and appoint William F. Nelson, E. J. Nielsen, :dichael D. Stong, Richard J. Nichols, Helen T. Kunitake, Paul Wickersham and Peggy Jordan of Los Angeles, California------ - - - - -- each its true and lawful Attorney -in -Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise, bonds or obligations given or executed in the course of its busk ness. and any instruments amending or altering the same, and consents to the modification or alteration of any instruments referred to in said bonds or obligations. In Witness Whereof, the said FEDERAL INSURANCE COMPANY has, pursuant to its By -Laws, caused these presents to be signed by its Assistant Vice - President and Assistant Secretary and its corporate seal to be hereto affixed this 19th day of January 19 92 STATE OF NEW JERSEY County of Essex J FEDERALINSURANCE COMPANY By ZL George McClellan Assistant Vice - President Richard D. O'Connor Assistant Secretary On this ]] qqth day of Ja u �v 19 before me personally came Richard D. O'Connor to me known and bgme-known to be Assis�anMcretary of the FEDERAL INSURANCE COMPANY, the corporation described in and which executed the foregoing Power of Attorney, and the said Richard D. O'Connor being by me duly sworn, did depose and say that he is Assistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By -Laws of said Company, and that he signed said Power of Attorney as Assistant Secretary of said Company by like authority; and that he is acquainted with George McClellan and knows him to be the Assistant Vice - President of said Company, and that the signature of said George McClellan subscribed to said Power of Attorney is in the genuine hand- writing of said George McClellan and was thereto subscribed by authority of said By -Laws and in deponent's presence. k�GlA qy,. NOTARY PUBLIC IV JERS�s Form 21-1P41 (Rev. 4.82)(000 n Acknowledged and Sworn to before me on the date above written. Notary Public PATRICIA RYAN NOTARY PUBLIC OF NEyr JERSEY Ny Commission Expires December 11, 19 83 R- 110Y9(lOM) .aa 0 CITY OF SHORT HILLS l 1} ss. County of Essex 0 I, the undersigned. Assistant Secretary of the FEDERAL INSURANCE COMPANY, do hereby certify that the following is a true excerpt from the By -Laws of the said Company as adopted by its Board of Directors on March 11. 1953 and amended May 27, 1971 and that this By -Law is in full force and effect. 'ARTICLE XVIII. Section 2. All bonds, undertakings, contracts and other instruments other than as above tot and on behalf of the Company which it is authorized by law or its charter to execute, may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice - Chairman or the President or a Vice - President, jointly with the Secretary or an Assistant Secretary, under their respective designa- tions, except that any one or more officers or attorneys -in -fact designated in any resolution of the Board of Directors or the Executive Committee, or in any power of attorney executed as provided for in Section 3 below, may execute any such bond, undertaking or other obligation as provided in such resolution or power of attorney. Section 3. All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the Vice- Chairman or the President or a Vice - President or an Assistant Vice - President, jointly with the Secretary or an Assistant Secretary. under their respective designations." And I further certify that I have compared the foregoing copy of the POWER OF ATTORNEY with the original thereof and the same is a correct and true copy of the whole of said original Powerof Attorney and that said Power of Attorney has not been revoked. And I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each of the States of the United States of America, District of Columbia, Puerto Rico, and each of the Provinces of Canada with the exception of Prince Edward Island; and is also duly licensed to become sole surety on bonds, undertakings. etc., permitted or required by law. Given under my hand and the seal of said Company at Short Hills, N.J.. this —.__. 3rd —_day of May . ts_83 Assistant Secretary 0 • Page lb CONTRACT THIS AGREEMENT, entered into this day of , 19 by and between the CITY OF NEWPORT BEACH, hereinafter "City," and Ameron. Inc. Pine Lining Division hereinafter "Contractor, "is made with reference to the following facts: (a) City has heretofore advertised for bids for the following described public work: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation No. 2339 Title of Project Contract No. (b) Contractor has been determined by City to be the lowest responsi- ble bidder on said public work, and Contractor's bid, and the compensation set forth in this contract, is based upon a careful examination of all plans and specifications by Contractor, NOW, THEREFORE, the parties hereto agree as follows: 1. Contractor shall furnish all materials and perform all of the work for the construction of the following described public work: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation No. 2339 Title of Project Contract No. which project is more fully described in the contract documents. Contractor shall perform and complete this work in a.good and workmanlike manner, and in accordance with all of the contract documents. 2. As full compensation for the performance and completion of this work as prescribed above, City shall pay to Contractor the sum of Eighty- eight Thousand One Hundred and Fifty-eight Dollars and No Cents ($88;158.00 ). This compensation includes 1 any loss or damage arising from the nature of the work; (2) any loss or damage arising from any unforeseen difficulties or obstruc- tions in the performance of the work; (3) any expense incurred as a result of any suspension or discontinuance of the work; but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, and which loss or expense occurs prior to acceptance of the work by City. 3. All of the respective rights and obligations of City and Contractor are set forth in the contract documents. The contract documents are incorporated herein by reference as though set out in full and include the following: (a) Notice Inviting Bids (b) Instruction to Bidders and documents referenced therein (c) Payment Bond (d) Faithful Performance Bond (e) Certificate of Insurance and endorsement(s) 0 • (f) Plans and Special Provisions for e (g) This Contract. Page 17 Road Contract No. 4. Contractor shall assume the defense of, and indemnify and hold harmless, City and its officers, employees and representatives from all claims, loss or damage, except such loss or damage proximiately caused by the sole negligence of City or its officers, employees and representatives. IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed the day and year first above written. ATTEST: City Clerk "— APPROVED AS TO FORM: City Attorney CITY OF NEWPORT BEACH AMERON, INC., PIPE LINING DIVISM ontractor By Its R. EMERSON, DIVISION I By C7W Its L S. LEIS R, ASST. SECRETARY CITY CONTRACTOR W. N w w D 3 m CD 0 2 z n v m m r z z O G N Cl O 2 z r� m 3 m O Z L7 °z m v N v m Z -i 8 O n •s CD rracw m -I m � z g to O E o c+ (m w Z - •i 7�o< m 7 < ' ID O O < fi 'S '•C w o N 7 O 3 d a c E 7 O J. m m J Z eF w O 0 x 03' ID V Q N fD 4Q CD J J. M 7 J 1 N rF �• C 3 0 � N fD (/ s o m O ww,+ 7 U2 J n w O 3 O' N w - rF v O O r m J N w 0 01 n J o J. s CD ro '< 3 r- 0 -e w J. O O' z o g -5 won 7 Y O l< � 0. CD 5 H KJ 's rp Z N n 3 a N O N w K J. O O n N 'S J. n a • C+ m I City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92663 NAME AND ADDRESS OF INSURED meron, Inc. . CERTIFICATE OF INSURANCE INSURANCE COMPANI' Page 13 Company A Truck Insurance Exchange Letter company B Letter Twin Ci Company C Ameron Letter rno m; I pany E ter r Fire Insurance Co. This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time, including attached endorsement(s). NOTE: The Comprehensive General Liability and Automotive Liability policies are endorsed with the attached City of Newport Beach Endorsements. CANCELLATION: Should any of the above described policies be cancelled or coverage reduced before the expiration date thereof, the•Insurance Company affording coverage shall provide 30 days' advance notice to the City of Newport Beach by registered mail, attention: Public Works Department. A By: Agency: Truck Insurance Exchange Authorized RepresentativQ 5 -2 -83 Date Issued Description of operations /locations /vehicles: All operations performed for the City of Newport Beach by or on behalf of the named insured in connection with the following designated contract: Morning Canyon Road and Seaward Road Storm Drain Rehabiliation, Contract No. 2339 Project Title and Contract Number NOTICE: This certificate or verification of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwith- standing any requirement, term, or condition of any contract or other document with respect to which this certificate or verification of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all B By= Agency: Twin City Fire Insurance Co. Authorize epresentative 5/2/83 Date Issued 81 Policy LIMITS OF LIABILITY IN THOUSANDS 000 COMPANY LETTER TYPES OF INSURANCE COVERAGE REQUIRED Policy No. Exp, Date Each g. ro ucts Completed Occurrence Operations A GENERAL LIABILITY x Comprehensive Form N00034136 x Premises - Operations 7/1/83 Bodily Injury Property Damage $ $ $ $ X Explosion & Collapse Hazard x Underground Hazard x Products /Completed Operations Bodily Injury Hazard and Property x Contractual Insurance Damage Combined $ 500 $ Included x Broad Form Property Damage x Independent Contractors x Personal Injury Marine Personal Injury $ Included Aviation AUTOMOTIVE LIABILITY A[Jx Comprehensive Form Bodily Injury (Each Person $ Owned $ Bodily Injury (Each Occurrence) nx Hired Pro ert Dama e ❑x Non -owned Bodily Injury and Property Damage Combined $ 500 B EXCESS LIABILITY ® Umbrella Form ❑ Other than Umbrella Form TXU1038 6 7/1/83 Bodily Injury and Property Damage Combined $500 excess $500 $ $ C WORKERS' COMPENSATION and EMPLOYER'S LIABILITY Permissibly self- 'nsured Statutory ac Accident) NOTE: The Comprehensive General Liability and Automotive Liability policies are endorsed with the attached City of Newport Beach Endorsements. CANCELLATION: Should any of the above described policies be cancelled or coverage reduced before the expiration date thereof, the•Insurance Company affording coverage shall provide 30 days' advance notice to the City of Newport Beach by registered mail, attention: Public Works Department. A By: Agency: Truck Insurance Exchange Authorized RepresentativQ 5 -2 -83 Date Issued Description of operations /locations /vehicles: All operations performed for the City of Newport Beach by or on behalf of the named insured in connection with the following designated contract: Morning Canyon Road and Seaward Road Storm Drain Rehabiliation, Contract No. 2339 Project Title and Contract Number NOTICE: This certificate or verification of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwith- standing any requirement, term, or condition of any contract or other document with respect to which this certificate or verification of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all B By= Agency: Twin City Fire Insurance Co. Authorize epresentative 5/2/83 Date Issued 81 0 CITY OF NEWPORT BEACH AUTOMOTIVE LIABILITY INSURANCE ENDORSEMENT Page 14 It is agreed that: 1. With respect to such insurance as is afforded by the policy for Bodily Injury and Property Damage Liability, the City of Newport Beach, its officers and employees are additional insureds but only with respect to liability for damages arising out of the ownership, maintenance or use of automobiles (or autos) used by or on behalf of the named insured in connection with the contract designated below. The insurance extended by this endorsement to said additional insured does not apply to bodily injury or property damage arising out of automobiles (1) owned by or registered in the name of an additional insured, or (2) leased or rented by an additional insured, or (3) operated by an additional insured. The insurance afforded the additional named insured(s) shall apply as primary insurance and no other insurance maintained by the City of Newport Beach will be called upon to contribute with insurance provided by this policy. 2. The policy includes the following provision: "The insurance afforded by the policy applies separately to each insured who is seeking coverage or against whom a claim is made or suit is brought, except with respect to the limits of the Insurance Company's liability." 3. The limits of liability under this endorsement for the additional insureds named in paragraph 1 of this endorsement shall be the limits indicated below for either Multi- ple Limits or Single Limit, whichever is indicated by the letter X in the appropriate box. ( ) Multiple Limits Bodily Injury Liability $ each occurrence Property Damage Liability $ each occurrence ( x) Single Limit Co. Bodily Injury Liability A $ 500,000 each occurrence and Property Damage Liability B $ 500,000 excess $500,000 Combined The limits of liability as stated in paragraph 3 of this endorsement shall not in- crease the total liability of the Insurance Company for all damages as the result of any one accident or occurrence in excess of the limits of Liability stated in the policy as applicable to Automobile Liability Insurance. 4. Should the policy be cancelled or coverage reduced before the expiration date thereof, the Insurance Company shall provide 30 days' advance notice to the City of Newport Beach by registered mail, Attention: Public Works Department. 5. Designated Contract: corning Canyon Road and Seaward Road Storm Drain Rehabiliation, Contract Project Title and Contract No.). No. 2339 This endorsement is effective 5 -2 -83 at 12:01 A.M. and forms a part of Policy No. N00034136 and policy No. TXU103836. Named Insured Ameron, Inc., Pipe Lining Div. Endorsement No. { A Name of Insurance Company Truck Insurance Exchange By Authorized Representative, - B Nary By: 4 0 CITY OF NEWPORT BEACH COMPREHENSIVE GENERAL LIABILITY INSURANCE ENDORSEMENT It is agreed that: Page 15 1. With respect to such insurance as is afforded by the policy for Comprehensive General Liability, the City of Newport Beach, its officers and employees are additional in- sureds but only with respect to liability arising out of operations performed by or on behalf the named insured in connection with the contract designated below or acts and omissions of the City of Newport Beach in connection with its general supervision of such operations. The insurance afforded said additional insured shall apply as primary insurance and no other insurance maintained by the City of Newport Beach will be called upon to contribute with insurance provided by this policy. 2. The policy includes the following provision: "The insurance afforded by the policy applies separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the Insurance Company's liability." 3. The insurance afforded by the policy for Contractual Liability Insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the named insured under the indemnification or hold harmless provision con- tained in the written contract, designated below, between the named insured and the City of Newport Beach. 4. With respect to such insurance as is afforded by this policy, the exclusions, if any, pertaining to the explosion hazard, collapse hazard and underground property hazard (commonly referred to as "XCU "hazards) are deleted. 5. The limits of liability under this endorsement for the additional insured named in paragraph I of this endorsement shall be the limits indicated below for either Multiple Limits or Single Limit, whichever is indicated by the letter X in the appropriate box. ( ) Multiple Limits Bodily Injury Liability Property Damage Liability (x) Single Limit Bodily Injury Liability and Property Damage Liability Combined each occurrence $ each occurrence Co. A$ 500,000 each occurrence B $ 500,000 excess $500,000 The applicable limit of the Insurance Company's liability for the insurance afforded for contractual liability shall be reduced by any amount paid as damages under this endorsement in behalf of the additional insureds. The limits of liability as stated in this endorsement shall not increase the total liability of the Insurance Company for all damages as the result of any one occurrence in excess of the limits of liability stated in the policy as applicable to Comprehen- sive General Liability Insurance. 6. Should the policy be cancelled or coverage reduced before the expiration date thereof, the Insurance Company shall provide 30 days' advance notice to the City of Newport Beach by registered mail, Attention: Public Works Department 7. Designated Contract: Nbrnin Can on Road and Seaward Road Storm Drain Rehabiliation, Project Title and Contract No. Contract No. 2339 This endorsement is effective 5 -2 -83 at 12:01 A.M. and forms a part of Policy No. N00034136 and Policy No. TXU103836. Named Insured Ameron, Inc., Pipe Lining Div. Endorsement No. A Name of Insurance Company Truck Insurance Exchange Authorized Representative T • PR 1.1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REPLACEMENT CONTRACT NO. C -2339 PRr)P(1CAT. To the Honorable City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92663 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Instructions to Bidders, has examined the site, the video tape and Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. C -2339 in accordance with the Plans and Special Provisions, and will take in full payment therefor the following unit prices for the work, complete in place to wit: * * * * * * * * * * * * * * * * * * ** *Lining Alternative * * * * * * * * * * * * * * * * * * * * ** ITEM QTY. & ITEM DESCRIPTION UNIT TOTAL NO. UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1 - Mobilization and clearing in- cluding removals as required. @ Five TUC'4SAV1n Dollars and N o Cents $ 506D.00 $ 560o.06 Lump Sum 2 595 Line existing 18 inch CSP Lineal Feet Storm Drain @ T7iF'V4 hou(L Dollars and NO Cents s__r4l 00 $ 32 130.00 Per Lineal Foot '1 ' • • PR 1.2 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 3 341 Line existing 24 inch CSP Lineal Feet Storm Drain @ FIFTy F04 2 Dollars and N a Cents $_5,y.,00 $ 18j y ,y. 00 Per Lineal Foot 4 516 Line existing 30 inch CSP Lineal Feet Storm Drain @ F'o42 Dollars and two Cents $S'%00 $27,?(-'/.00 Per Lineal Foot 5 1 Construct modified catch Each basin per details on con- struction drawings (L =71) @ TH2L2 - 4WS W,0 Dollars and No Cents $ -km -C+o $ 3oco.o0 Each 6 5 Install 18 inch R.C.P. Lineal Feet (2000 -D) @pNE 4UawOMM VIP"r Dollars and No Cents $ I So. (3o $ 750.00 Per Lineal Foot 7 - Guarding Underground Lump Sum Construction 8 - Lump Sum @ FIVL IAuw oy.= Dollars and ►�b Cents Lump Sum Traffic Control $ a0.60 $ SOO. oo @ F1UE IAUWOQLrn Dollars and N Cents $SQ0.60 $ SGia• 00 Lump Sum Total Price Written in Words (Lining Alternative) CEMENT MORTAR LINING E 16117yC /6siT 7t04s.ati0 6M6'/JCUARe�n - {F/f%y C -71N7 Dollars and NO Cents $ 8CD� rJ CJ. Cf0 • • PR 1.3 * * * * * * * * * * * * * * * * ** *Replacement Alternative * * * * * * * * * * * * * * * * * * * ** ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE I - Mobilization and clearing in- Lump Sum cluding removals as required. @ Dollars and Cents $ $ Lump Sum 2 126 Install 30 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and Cents $ $ Per Lineal Foot 3 38 Install 24 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and Cents $ $ Per Lineal Foot 4 19 Install 24 inch R.C.P. Lineal Feet (2000 -D) with conc. backfill @ Dollars and Cents $ $ Per Lineal Foot 5 476 Install 21 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and Cents $ $, Per Lineal Foot 6 18 Install 18 inch R.C.P. . Lineal Feet (2000 -D) @ Dollars and Cents $ $ Per Lineal Foot • . PR 1.4 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE- 7. 412 Install 18 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and Cents $ $ per lineal foot 8. 183 Line existing 30" C.S.P. Lineal Feet @ Dollars and Cents per lineal foot $ $ 9. 81 Line existing 24" C.S.P. Lineal Feet @ Dollars and Cents $ $ per lineal foot 10. 177 Line existing 18" C.S.P. Lineal Feet @ Dollars and Cents $ $ per lineal foot 11. 1 Construct modified catch Each basin per details on con- struction drawings (L = 7') @ Dollars and Cents $ $ per each 12. 5 Construct junction struc- Each ture No. 1 per Newport Beach Std. 310 -L @ Dollars and Cents $ $ per each 13. 3 Construct brick and Each mortar bulkhead. @ Dollars and Cents $ $ per each Total price written in Words (Replacement Alternative) Contractor's License No. & WMA Dollars and Cents E ation AMERON, INC., PIPE LINING DIWSIGN Bidder Authorized Signature Title R. L EMERSON, DIVISION VICE PRESIDENT p. O l3 ax V57 W/LM/g167DN OW 907Y9 Bidder's Address Bidder "s Telephone Number • • PR 1. S r+� ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 14 3 Construct pipe collar per Each City of Newport Beach Std. 313 -L. @ Dollars and Cents $ $ Each 15 Guarding underground Lump Sum construction @ Dollars and Cents $ $ Lump Sum 16 Traffic Control Lump Sum @ Dollars and Cents $ $ Lump Sum 17 90 Construct slurry backfill Cubic Yards in abandoned C.S.P. storm drains @ Dollars and Cents $ $_ per cubic yard Total price written in Words (Replacement Alternative) Contractor's License No. & WMA Dollars and Cents E ation AMERON, INC., PIPE LINING DIWSIGN Bidder Authorized Signature Title R. L EMERSON, DIVISION VICE PRESIDENT p. O l3 ax V57 W/LM/g167DN OW 907Y9 Bidder's Address Bidder "s Telephone Number • INSTRUCTIONS TO BIDDERS • Page 2 The attached bid documents shall be completed, executed and received by the City Clerk in accordance with the NOTICE INVITING BIDS: Page 1 PROPOSAL 2 INSTRUCTIONS TO BIDDERS 3 DESIGNATION OF SUBCONTRACTOR(S) 4 BIDDER'S BOND (sum not less than 10% of total bid price for the more expensive alternative) " 5 NON - COLLUSION AFFIDAVIT " 6 STATEMENT OF FINANCIAL RESPONSIBILITY " 7 TECHNICAL ABILITY AND EXPERIENCE REFERENCES except that cash, certified,check or cashier's check (sum not less that 10% of the total bid price for the more expensive alternative) may be received in lieu of the BIDDER'S BOND. The title of the project and the words SEALED BID shall be clearly marked on the outside of the envelope containing the bid. Bids shall not be received from bidders who are not licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions' Code. The low bidder shall also possess a City of Newport Beach business license prior to exe- cution of contract. Bids are to be computed upon the quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors or omissions in the PROPOSAL. Quantities indicated in the PROPOSAL are approximate and given solely to allow the comparison of total bid prices. Contract documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of the President or Vice President. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. In accordance with the California Labor Code (Sections 1770 et seq.), the Di- rector of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code re- lating to prevailing wage rates (Sections 1770 -7981 inclusive). The Contractor shall be responsible for compliance with Section 1777.5 of the California Labor Code for all apprenticeable occupations. The City of Newport Beach reserves the right to award either the Lining Alterna- tive or the Replacement Alternative. Bidders are not required to bid both alternatives. 15171-14 Contractor's Lic. No. & Classification An,eri_ 1s, 101P.3 Dat AMERCIN, INC., PIPE LINING DIVISION Bidder rTie A u Authorized Signature/Title R. L EMERSON, DIVISION VICE PRESIDENT I ' • • Page 3 DESIGNATION OF SUBCONTRACTOR(S) The undersigned certifies that he has used bid(s) of the following listed subcontractor(s) in making up his bid,and that the subcontractor(s) listed will be used for the work for which they bid, subject to the approval of the Engineer and in accordance with the applicable provisions of the Specifications. No change of subcontractor may be made except with the prior approval of the Engineer.and as provided by State law. Item of Work Subcontractor Address 10282 Trask 1, Video Tapes Empire Pipe Cleaning Garden Grove, CA. 6145 Santiago Cyn. 2. Pavinq Sullv Miller Oranqe, CA. 309 N. Broadmoor 3. Excavation Clausen Excavation West Covina, CA. 606 N. Larchmont Blvd. 4. Catch Basin & Pipe John Malloy Los Angeles, CA 5. 6. 7. 8. 9. 10. 11. 12. AMERON, INC., PIPE LINING DIVISION /I b.L'-� AUthorized Signature /Title & L EMERSON, DIVISION VICE PRESIDENT • • Page 4 Helen T. Kunitake Bond No. 8092 15 20 - G BIDDER'S BOND KNOW ALL MEN BY THESE PRESENTS, That we, Ameron. Inc. Pipe Lining Division , as bidder, and Federal Insurance Company , as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Ten Percent of the Amount Bid Dollars ($ 107 ) lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden bidder for the construction of Morning Canyon Road and Seaward Road Storm Drain Rehabilitation 2339 Title of Project Contract No. in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden bidder shall duly enter into and execute a contract for such construction and shall execute and deliver the "Payment" and "Faithful Performance" contract bonds described in the Specifications within ten (10) day (not including Saturday, Sunday, and Federal holidays) from the date of the mailing of a notice to the above bounden bidder by and from said City that said contract is ready for execution, then this obligation shall become null and void; otherwise it is and shall remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any bidder above named executed this bond as an indi- vidual, it is agreed that the death of any such bidder shall not exonerate the Surety from its obligations under this bond. of IN WITNESS WHEREOF, we hereunto set our hands and seals this April , 1983. 15th day AMERON, INC., PIPE UNWG DIVISION Bidder (Attach acknowledgement of Attorney -in -Fact) J J ± rir-,...i7-4.-lce_. Authorized Signature /Title Notary Pu 1 is R. L EMERSON, DIVISION VICE PRESIDENT Commission expires 31gt3 i Title FEDERAL INSURANCE COMPANY Surety ACV' 14ic ael D. Sto Attor y -in -Fact OFFICIAL SEAL Helen T. Kunitake NOTARY PUBLIC- CALIFORNIA PRINCIPAL OFFICE IN LOS ANGELES COUNTY My Commission Expires June 3, 1983 i Title FEDERAL INSURANCE COMPANY Surety ACV' 14ic ael D. Sto Attor y -in -Fact 1 • Certified Copy of • POWER OF ATTORNEY Know all Men by these Presents, That the FEDERAL INSURANCE COMPANY, 51 John F. Kennedy Parkway, Short Hills, New Jersey, a New Jersey Corporation, has constituted and appointed, and does hereby constitute and appoint William F. Nelson, E. J. Nielsen, Michael D. Stong, Richard J. Nichols, Helen T. Kunitake, Paul Wickersham and Peggy Jordan of Los Angeles, California------ - - - - -- each its true and lawful Attorney -in -Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise, bonds or obligations given or executed in the course of its busi- ness, and any instruments amending or altering the same, and consents to the modification or alteration of any instruments referred to in said bonds or obligations. In Witness Whereof, the said FEDERAL INSURANCE COMPANY has, pursuant to its By -Laws, caused these presents to be signed by its Assistant Vice - President and Assistant Secretary and its corporate seal to be hereto affixed this 19th day of January t9 92 FEDERAL INSURANCE COMPANY By George McClellan Assistant Vice - President (aRic Connor STATE OF NEW JERSEY 1 ss: Assistant Secretary )S County of Essex On this rh day of 19 , before me personally came Richard D. O'Connor to me known and by�nie "known to be Ass$PanMcretary of the FEDERAL INSURANCE COMPANY, the corporation described in and which executed the foregoing Power of Attorney, and the said Richard D. O'Connor being by me duly sworn, did depose and say that he is Assistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By -Laws of said Company, and that he signed said Power of Attorney as Assistant Secretary of said Company by like authority; and that he is acquainted with George McClellan and knows him to be the Assistant Vice-President of said Company, and that the signature of said George McClellan subscribed to said Power of Attorney is in the genuine hand- writing of said George McClellan and was thereto subscribed by authority of said By -Laws and in deponent's presence. t N/ UTpRy P Acknowledged and Sworn to before me on the date above written. �t % Notary Public PATRICIA RYAN NOTARY PUBLIC OF NEVI JERSEY My Commission Expires December 11, 19 83 Form 21 -1"1 (Rw. /-a2) (Cm np R- 110Y8110M) I 0 CITY OF SHORT HILLS l 1 ss. County of Essex 0 I, the undersigned, Assistant Secretary of the FEDERAL INSURANCE COMPANY, do hereby certify that the following is a true excerpt from the By -Laws of the said Company as adopted by its Board of Directors on March 11, 1953 and amended May 27, 1971 and that this By -Law is in full force and effect. "ARTICLE XVIII. Section 2. Att bonds, undertakings, contracts and other instruments other than as above for and on behalf of the Company which it is authorized bylaw or its charter to execute, may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice- Chairman or the President or a Vice - President, jointly with the Secretary or an Assistant Secretary, under their respective designa- tions, except that any one or more officers or attorneys -in -fact designated in any resolution of the Board of Directors or the Executive Committee, or in any power of attorney executed as provided for in Section 3 below, may execute any such bond, undertaking or other obligation as provided in such resolution or power of attorney. Section 3. All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the Vice - Chairman or the President or a Vice - President or an Assistant Vice - President, jointly with the Secretary or an Assistant Secretary, under their respective designations." And I further certify that I have compared the foregoing copy of the POWER OF ATTORNEY with the original thereof and the same is a correct and true copy of the whole of said original Power of Attorney and that said Power of Attorney has not been revoked. And I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each of the States of the United States of America. District of Columbia, Puerto Rico, and each of the Provinces of Canada with the exception of Prince Edward Island; and is also duly licensed to become sole surety on bonds, undertakings, etc., permitted or required by law. Given under my hand and the seal of said Company at Short Hills, N.J., this - kpril 1983 15th - -day of o`__ /f�� ; Assistant Secretary _;P • NON- COLLUSION AFFIDAVIT • Page 5 The bidder, by its officers and agents or representatives present at the time of filing this bid, being duly sworn on their oaths, say that neither they nor any of them have, in any way, directly or indirectly, entered into any arrange- ment or agreement with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever; or such affiant or affiants or either of them has not directly or indirectly, entered into any arrangement or agreement with any other bidder or bidders, which tends to or does lessen or destroy free competition in the letting of the contract sought for by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the bylaws, rules or regulations of which prohibit or prevent the bidder from con- sidering any bid from any subcontractor or materialman which is not processed through said bid depository, or which prevent any subcontractor or materialman from submitting bids to a bidder who does not use the facilities of or accept bids from or through such bid depository; that no inducement of any form or character other than that which appears upon the face of the bid will be sug- gested, offered, paid or delivered to any person whomsoever to influence the acceptance of the said bid or awarding of the contract; nor has the bidder any agreement or understanding of any kind whatsoever with any person whomso- ever to pay, deliver to, or share with any other person in any way or manner, any of the proceeds of the contracts sought by this bid. Subscribed and sworn to before me this 1, -y—T4 day of _ #P/ZiL > lgn. My commission expires: OFFICIAL SEAL MARY H f-ISTAN!CH ') " o NOTARY PUBLIC - CAUFORNIA 1 LOS ANGELES COUNTY ! My comm. expires MAY 7, 1985 AMEPON, INC., PIPE LINING DIVISION Bidder az4im_�� Authorized Signature /Title R. L EMERSON, DIVISION VICE PRESIDENT Notary Public • 0 Page 6 STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility or agrees to submit a statement within 1 work day after the bid opening if the undersigned is the apparent low bidder. Iq ? 9, FloNvRc- Reposer 4n14ajt6b AMERON, INC., PIPE LINING DIVISION Bidder Authorized Signature /Title & L EMERSON, DIVISION VICE PRESIDENT 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. A 0AAtADIt -lL /Al T,8 /OSE -213 1790 W (l SdoolyC'ae(s o,, r' A .4c, 2/3/0'7 ,e 3 V4131 JET 0"Pul-S/ oA) kA-,S. E. Au,vn6,0S a/;?�3SS/ !9601 fCO! -L /A)6 N/r.cs (5rAr:6S D VOFU /S 02/3377 -/S77 /98o Rv'Lf,iA..�c A1141-5 ES74TZ -r -h . Vo N/ s a/3 /377-/S-77 AMERON, INC., PIPE LINFNG DIVISION Authorized Signature /Title R. L EMERSON, DIVISION VICE P E�ioLai nnnlvn�' 11 II. III. IV. V. VI. VII VIII IX X XI. XII. 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INDEX TO SPECIAL PROVISIONS FOR MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REHABILITATION CONTRACT NO. C -2339 CALTRANS PERMIT ASTM D- 2321 -74 PAGE SCOPE OF WORK . . . . . . . . . . . . . . . . . . . 1 COMPLETION, SCHEDULE, AND PROSECUTION OF WORK. . . 2 PAYMENT . . . . . . . . . . . . . . . . . . . . . . 2 TRAFFIC CONTROL AND ACCESS . . . . . . . . . . . . 2 PERMITS . . . . . . . . . . . . . . . . . . . . . . 3 CONSTRUCTION SURVEY STAKING. . . . . . . . . . . . 4 NOTICE TO RESIDENCES . . . . . . . . . . . . . . . 4 PROTECTION OF EXISTING UTILITIES AND STRUCTURES. . 4 WATER . . . . . . . . . . . . . . . . . . . . . . . 4 SURFACE AND GROUNDWATER CONTROL. . . . . . . . . . 4 A. Surface Water . . . . . . . . . . . . . . . . . 4 B. Groundwater . . . . . . . . . . . . . . . . . . 4 SHOP DRAWINGS . . . . . . . . . . . . . . . . . . . 5 CONSTRUCTION DETAILS . . . . . . . . . . . . . . . 7 A. Mobilization, Clearing and Other Removals. . . 7 B. Storm Drain Improvements . . 7 C. Lining of Existing Storm Drain Pipe in Place . 8 1. Cement Mortar Lining . . . . . . . . . . . 9 2. Polyester Resin Lining . . . . . . . . . . 11 3. Polyethylene Pipe Liner. . . . . . . . . . 16 CALTRANS PERMIT ASTM D- 2321 -74 U • SP 1 of 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REHABILITATION CONTRACT NO. C -2339 I. SCOPE OF WORK The work to be done under this contract consists of lining or constructing.approximately 1500 lineal feet of storm drain pipe, manholes, connector pipes and appurtenant structures as shown on the plans. The Contractor will be given the option in specified reaches of the existing storm drain to either replace the existing storm drain with new R.C.P. or A.C.P. or to restore the existing pipe with either a polyester resin, polyethylene or cement lining process. Video taped inspections of the storm drains to be re- habilitated under this contract are available for view- ing at the City's Public Works Department. The Con- tractor is responsible for viewing the video tapes to ascertain the condition of the existing C.S.P. storm drain, the feasibility of lining the existing C.S.P. storm drain and the need to patch or replace sections of the existing C.S.P. storm drain prior to installa- tion of the liner. The contract requires completion of all work in accord- ance with the attached CalTrans encroachment permit, these Special Provisions, the Plans (Drawing No. D -5137- S, the City's Standard Special Provisions and Standard Drawings for Public Works Construction, 1982 Edition, and the Standard Specifications Standard S ecifications for Public Works Construction, 1982 Edition). Copies of the Standard Specifications are available at Building News, Inc., 3055 Overland Avenue, Los Angeles, California 90034, Telephone: (213) 870 -9871. Copies of the City's Standard Special Provisions and Drawings may be purchased at the Public Works Department. • • SP 2 of 20 f II. COMPLETION, SCHEDULE, AND PROSECUTION OF WORK The Contractor shall complete all work by June 30, 1983, or within 40 consecutive calendar days after commencement of construction, whichever comes first. Work within the State Route 1 (Pacific Coast Highway) right -of -way shall be performed within the time limita- tions of the CalTrans permit attached hereto. III. PAYMENT The unit or lump sum price for each item of work shown on the proposal shall be considered as full compensation for all labor, equipment, materials, and all other things necessary to complete the work in place, and no additional allowance will be made therefor. Payment for incidental items of work, not separately provided for in the proposal, shall be included in the price bid for related items of work. The substitution of securities for any payment withheld in accordance with Section 9 -3.2 of the Standard Speci- fications is permitted pursuant to Government Code Sections 4590 and 14402.5. IV. TRAFFIC CONTROL AND ACCESS General. Traffic control and access shall comply with the Work Area Traffic Control Handbook, Section 7 -10 of the Standard Specifications, and the requirements set forth herein. In addition, the Contractor shall comply with all traffic control requirements set forth in the attached Caltrans encroachment permit. Traffic Plan. The Contractor shall submit to the Engi- neer, for approval, his proposed traffic plan. The Contractor shall be fully responsible for the adequacy of any traffic plan utilized, for conformance with his intended construction schedule and staging and for providing for its proper implementation. "NO PARKING" Signs. The Contractor shall furnish, in- stall, and maintain in place "NO PARKING" signs (even if streets have posted "NO PARKING" signs) which he shall post at least 40 hours in advance of the need for en- forcement. In addition, it shall be the Contractor's responsibility to notify the City's Police Department, Traffic Division, at (714) 644 -3742, for verification of posting at least 40 hours in advance of the need for enforcement. 0 SP 3, of 20 The signs shall (1) be made of white card stock; (2) have minimum dimensions of 12 inches wide and 18 inches high; and (3) be similar in design and color to sign number R -38 on the Caltrans Uniform Sign Chart. The Contractor shall print the hours, day and date of closure in 2 -inch high letters and numbers. A sample of the completed sign shall be approved by the Engineer prior to posting. Fencing Around Excavation. The Contractor shall pro- vide temporary six foot high chain link fence around all areas of open trench during off work areas. Restoration of Striping and Pavement Markings. Restora- tion of striping and pavement markings shall be done by City. Flagmen. If it becomes necessary, in the opinion of the Engineer, to route traffic through the construction area, uniformed flagmen shall be posted to control traffic. Such flagmen shall be on duty during the entire period traffic is routed through the construc- tion area. Payment. The cost for traffic control as detailed in this section and as required for this construction project is included as a specific bid item of work listed in the Bid Schedule. V. PERMITS The Contractor shall perform all work within State Route 1 (Pacific Coast Highway) right -of -way in strict conformance with provisions of the Caltrans permit attached hereto. The Contractor will be required to obtain a separate CalTrans permit authorizing the Contractor to perform the work within the State highway right -of -way. Con- tractor shall remit permit and inspection fees with the Department of Transportation and will be reimbursed by the City for actual cost of permit and inspection fees upon acceptance of the work. • SP 4 of 20 Pursuant.to the provisions of Section 7- 10.4.1 of the Standard Specifications, the Contractor shall obtain a permit to perform excavation or trench work from the State Division of Industrial Safety. The cost of pro- viding 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 forguarding underground construction. VI. CONSTRUCTION SURVEY STAKING Field surveys for control of construction shall be the responsibility of the Contractor. VII. NOTICE TO RESIDENCES Between 48 and 55 hours before closing a section of street or restricting vehicular access to and from driveway approaches, the Contractor shall distribute to each affected residence a written notice stating when construction operations will start and approximately when vehicular accessibility will be restored. The written notice will be prepared by the City. The Contractor shall insert the applicable dates at the time he distributes the notice. Errors in distribu- tion, false starts, acts of God, strikes or other alter- ations of the schedule will require renotification using an explanatory letter furnished by the Engineer. VIII. PROTECTION OF EXISTING UTILITIES AND STRUCTURES Known utilities are indicated on the plans. Prior to performing construction work, the Contractor shall request each utility company to locate its facilities. Construction of the storm drain will cause work to be performed over, under and very near existing sewer, gas, electric, telephone and water lines. The Con- tractor shall protect in place and be responsible for, at no additional cost, any damage to utilities encoun- tered during construction of the items shown on the plans. IX. WATER The Contractor shall make his own provisions for obtain- ing 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 delivery by contacting Mr. Gill Gomez at (714) 640- 2221. Water for such use is provided by the City free of charge. U X. SURFACE AND GROUNDWATER CONTROL A. Surface Water • SP 5 of 20 Surface runoff water containing mud, silt, or other deleterious material from the project shall be treated by filtration or retention in a set- tling basin or basins, sufficient to prevent transport of soil or construction debris by such waters. Prior to commencing construction, the Contractor shall submit a plan for implementing siltation control concurrently to the City and to the Cali- fornia Regional Water Quality Control Board, Santa Ana Region (6833 Indiana Avenue, Suite 1, Riverside, California 92506, Telephone (714) 684- 9330). Upon approval of the plan by the City and the Board, the Contractor shall be responsible for the imple- mentation and maintenance of the control facilities. B. Groundwater Groundwater may 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 groundwater and has prepared his bid accordingly. XI SHOP DRAWINGS General. The Contractor shall furnish to the Engineer such working drawings, data or materials, and equipment and samples as are required for the proper control of the work, including, but not limited to the following: fabricated pipe lining material, liner thickness cal- culations, fabricated piping, excavation details and traffic control plans. All working drawings, data, and samples shall be subject to review by the Engineer for conformity with the drawings and specifications. Shop Drawings and Data Defined. without limitation, shop detail drawings, falsework and formwor steel reinforcement and similar They shall contain all required in reasonable scale. Working drawings include drawings, fabrication c drawings, pipe layouts, classes of drawings. details and information • SP 6 of 20 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 sub- contractor or supplier. The shop drawings will be submitted at least 15 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 drawings will not be required, and the Contractor shall immediately sub- mit four additional copies to the Engineer. If the drawing is returned to the Contractor marked "MAKE CORRECTIONS NOTED ", formal revision of said draw- ing will not be required and the Contractor shall imme- diately submit five corrected copies to the Engineer. I£ the drawing is returned to the Contractor marked "AMEND AND RESUBMIT ", the Contractor shall revise said drawing and shall resubmit three copies of said revised drawing to the Engineer, as in the case of an original submittal. 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. Revision indicated on shop drawings shall be considered as changes necessary to meet the requirements of the contract plans and specifications and 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 Engi- neer 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 drawings. XII. CONSTRUCTION DETAILS • SP 7 of 20 A. Mobilization, Clearing and Other Removals This work shall be performed in accordance with the applicable requirements of Subsection 300 -1 of the Standard Specifications, except as modified herein: 1. All P.G.C. and A.C. removals shall be sawcut to a minimum depth of 2 inches prior to removal. 2. All material removed during clearing and grubbing; utilities reconstruction; or ex- cavation from trench or street areas down to the subgrade plane, that is not suitable for use on this project as directed by the Engi- neer, or as otherwise specified herein, shall become the property of the Contractor and shall be disposed of away from the job site in a manner and at a location acceptable to cognizant agencies. Excess clean sand obtained from excavations shall be placed and spread at locations as directed by the Engineer. Payment for all removals shall be included in the lump sum price for mobilization and clearing. 3. All landscaping removed shall be replaced in kind by the Contractor. All trees removed shall be replaced in kind by the Contractor. All trees removed will be at the direction of the Engineer. Trees shall be removed in such a manner as not to injure standing trees, plants and improvements which are to be pre- served. All costs incurred shall be included in the lump sum price for mobilization and clearing. B. Storm Drain Improvements All costs incurred for backfill and earth work as shown on plans shall be included in the price per lineal foot of pipe and additional compensation will not be made. SP 8 of 20 Payment for modifying existing catch basins shall be part of the cost for catch basin connections and included in the price per lineal foot for pipe constructed or the price per lineal foot for pine lined. Payment for plugging existing catch basin outlets shall be included in the cost for each bulkhead. All costs incurred in the abandonment or removal of existing storm drain pipe shall be included in the lump sum bid for mobilization and clearing and additional compensation will not be made. Asbestos cement pipe (A.C.P.) may be used in place of reinforced concrete pipe (R.C.P.) as shown on the plans. A.C.P. shall be designed to an equivalent of 1.5 times the D -Load shown on the plans for R.C.P. C. Lining of Existing Storm Drain Pipe in Place Lining of existing pipe shall be accomplished using cement mortar lining, polyester resin lining or polyethylene slip lining. The Contractor shall submit a calculated liner thickness for each reach of pipe to be lined. Calculations shall utilize H2O -S16 traffic live load in addition to the dead load for the depth as shown on the construction drawings. The pipe liner shall be capable of resisting an internal water pressure equal to a head of water equivalent to the depth of the conduit below the grade surface level. The design calculations shall utilize a load factor of 1.5 and a safety factor of 2. The Contractor shall clean all existing pipe to be lined as specified below and shall provide video inspection of the pipeline prior to lining and after the lining is in place. The Contractor shall provide to the City video cassettes of each inspection. The Contractor shall provide for the control and disposal of any accumulation of water that inter- feres with construction. E • SP 9 of 20 The Contractor shall remove all silt, sand, debris, detritus, or other sedimentation or foreign material from within pipe to be lined, and from inlet and outlet areas within the right of way; and such material shall be disposed of as specified. All dirt, rust, tubercles, scale, loose or deter - ioriated remnants of old lining materials, and all other foreign materials shall be removed from the interior surface of the pipe prior to applying the mortar lining. After cleaning, the interior of the pipe shall present a. surface free of all foreign matter except nondeteriorated original coating, and shall be free of accumulated water. Payment The contract price paid per lineal foot of pipe lined shall include full compensation for fur- nishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in cleaning existing pipe preparatory to lining, patching the existing pipe, replacing where required sections of the existing C.S.P. with equivalent sized R.C.P. or A.C.P., lining the existing pipe, and curing the liner in place. I. Cement Mortar Lining Lining pipe shall involve applying a cement mortar lining to existing corrugated steel pipe, at the locations shown on the plans and in accordance with these Special Provisions. The dry components of the cement mortar shall consist of the following proportions by weight: Sand, 50 percent and portland cement, 50 percent. Sand shall conform to the provisions of Section 200 -1.5 "Sand" of the Standard Specifications and to the following grading. I LJ Sieve Sizes No.. 16 No. 30 No. 50 No. 100 No. 200 0 SP 10 of 20 Percentage Passing 100 85 - 100 10 - 35 0 - 5 0 - 5 Should sample runs demonstrate that alteration of the grading requirements yields a better pipe lining, the above grading may be modified upon written approval of the Engineer. Portland cement shall conform to the provisions in Section 201 -1.2.1 "Portland Cement," of the Stan- dard Specifications. Water shall conform to the provisions in Section 201 -1.2.3 "Water" of the Standard Specifications, except that moderate discoloration of the cement mortar will be permitted. After addition of the water, the mortar shall be well mixed and of proper consistency to provide a dense, homogenous lining that will hold firmly against the pipe surface. The water - cement ratio shall be carefully controlled and shall be kept to a minimum as ordered by the Engineer. Due allow- ance shall be made for any existing moisture on the walls of the pipe. The mortar shall be pre- mixed by machine for a sufficient length of time to obtain maximum plasticity, or approximately 3 minutes minimum. The cement mortar lining shall be applied in such a man- ner as to obtain a minimum 1/2 inch nominal thickness over the top of the corrugations. Application operations shall be performed in an uninterrupted, continuous manner, for the given pipe, using a centrifugal machine capable of projecting the mortar against the wall of the pipe without re- bound- -but with sufficient velocity to cause the mortar to be densely packed in place. Sand pockets or observed lack of homogenity will not be acceptable. Compressed air shall not be • SP 11 of 20 used in the application. Travel of the mortar projecting machine, and the rate of discharge of the mortar, shall be entirely mechanically con -. trolled in such manner as to produce a uniform thickness of lining without segregation around the perimeter and along the length of the pipe. The machine shall be provided with an attachment for mechanically troweling the mortar to produce a smooth, dense surface finish. The machine placing the lining shall travel ahead of the point of application in such manner that freshly placed and troweled mortar will not be disturbed until it has set. The finished surface of the lining shall be dense and smooth in appearance. The trowel attachment shall be capable of opera- tion in pipes which are found to be out of round, but should conditions be encountered which, in the opinion of the Engineer, would make troweling impracticable, the cement mortar lining may be troweled by hand. The mechanical trowels shall smooth the surface of the lining with a minimum disturbance to the lining. Excess materials, spatter, and any other undesirable substances, accumulating along the invert of the pipe, shall be removed ahead of the trowels. Hand placing of lining will not be permitted, except at sharp bends and special locations where machine placing, in the opinion of the Engineer, is impracticable. Immediately upon the completion of a days run of the machine, or at any other appropriate interval within the working day, the pipe shall be closed at both ends to prevent the circulation of air. As soon as practicable after the final pass with the machine and asapproved by the Engineer, water shall be introduced into the closed section in order to create a moist atmosphere and keep the lining damp. 2. Polyester Resin Lining Lining pipe shall involve inserting into the exist- ing pipe an acceptable liner bag impregnated with a suitable polyester resin generally conforming to the system known as the "Insituform" process or an approved equal process. The preparation, insertion and curing of the liner is to be carried out by the Ountractor. 0 • SP 12 of 20 The reinforcing material of the liner bag shall of a needle interlocked felt or other material approvetl by the Engineer formed into sheets of quired thickness. Liner bags may be made of single or multiple layer construction, but any layer must not be less than 3 mm thick. The liner felt ensure a cured contractor and of cured liner shall not incl inner liner. be re- content shall be sufficient to thickness of liner as determined by the approved by the Engineer. Thickness to be as specified ( +10% - 58) and zde the thickness of the polyurethane The resin content of the liner shall be 10 - 158 by volume greater than the volume of felt in the liner bag. The liner shall be fabricated to a size that when installed will neatly fit the internal circumference of the pipe to be lined as specified by the Engineer. Allowance for longitudinal and circumferential stretching of the liner during insertion shall be made by the Contractor. The length of the liner shall be that deemed neces- sary by the Contractor to effectively carry out the insertion and seal the liner at the inlet and outlet of the manhole as shown on the plans. The actual strength and characteristics of the materials vary with the type of resin used, the type of felt used, and the degree of cure. The following table gives the range of physical pro- perties based on a 3 mm liner: Typical Properties of Polyester Resin 1/8" Casting Properties Flexural Strength (psi) 8,000 Flexural Modulus (psi x 10 0.38 0.38 Tensile Strength (psi) 4,000 Tensile Modulus (psi x 10 0.4 0.4 Barcol 38. Heat Distortion Temp. ( °C) at 264 load psi 71. Charpy Impact 1.5 Tensile Elongation ($) 1.7 • • SP 13 of 20 The physical properties for the liner shall not be less than those shown in the above table. The Contractor shall submit to the Engineer certified test results of the above properties for the liner used for the subject project. Polyester resin liners shall be considered to fit closely to the inner surface of the existing con- duit and mechanically bonded to it by excess resin such that the existing conduit is restored to a structural condition that can continue to carry existing normal earth and live loads. In the event of earth or live loads being applied to the liner directly as in the case of severe damage to the existing conduit resulting in missing sections, or bedding erosion allowing potential major longi- tudinal pipe deflection exceeding 5 %, or shallow lines subject to severe surface loadings or poten- tial soil shifting, then liner thickness shall be calculated to suit these conditions. Liner Thickness - The minimum and maximum liner thickness to be used in circular conduit or an equivalent oviform conduit are as shown in Table 1 below. In no case shall the liner be less than 1/ 3 inch thick. Liner Liner O.D. for Circular or Equivalent Oviform Thickness Conduit inch 6 8 9 10 12 14 15 16 18 20 21 24 34) mm 150 200 225 250 300 350 375 400 450 500 525 600 750 1/3 9 1/2 12 NOTE: Thicker liners and larger conduit sizes are to be considered separately. 0 . SP 14 of 20 Installation General - The Contractor shall deliver the un- cured resin impregnated liner bag to the site, or impregnate the liner bag with resin at the site, provide all equipment required to place and invert the liner into the conduit and cure it once in place inside the pipeline. Transportation to the Site - The liner bag shall be impregnated with resin not more than 24 hours before the proposed time of installation and stored out of direct sunlight at a temperature of less than 4 °C. Liner Inversion - The liner shall be inverted into the pipeline from a suitable platform located above the manhole or any other point of inversion. The free open end of the liner bag shall be firmly secured to the inversion platform and the folded liner passed down a suitably reinforced column to a shute or bend leading to the opening of the pipe to be lined. Clean water at ambient tempera- ture shall be applied to the inversion platform at a rate sufficient to cause controlled inversion of the liner into the pipeline. Liner inversion rate shall not exceed 10 meters per minute and the tail of the liner or the tail tag rope will be suitably restrained to prevent liner run away. Liner Curing - The Contractor shall supply a suitable heat source and water recirculation equipment capable of delivering hot water to the far end of the liner to quickly and uniformly raise the water temperature above the temperature required to commence the exothermic reaction of the resin as determined by the catalyst system employed. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water supply to determine when uniform temperature is achieved throughout the length of the liner. Water temperature in the lining during the cure period shall not be less than any one of the temperatures and times from the following chart: • MINIMUM SCHEDULE • SP 15 of 20 Time Temperature 1 hour 190 °F 2 hours 180 °F 3 hours 170 °F 4 hours 150 °F Independent Tests General - Should the Engineer desire to make in- dependent tests, the Contractor shall, at the request of the Engineer, furnish test pieces or raw material samples. Such tests will be per- formed at Engineer's expense. The above tests shall be made on specimens of resin, catalyst and felt as supplied or pieces of cured liner cut from waste areas when possible. Otherwise, the specimens shall be cut from a piece of cured liner representative of the material inserted and prepared and cured in a similar tech- nique to the process employed. Inspection During Progress of Work General - During the progress of liner bag manu- facture and impregnation, the Engineer shall have reasonable opportunity to examine all operations where the manufacture and impregnation of the liner is being carried out. Manufacture - All materials shall be protected from the weather, and exposure to ultra - violet light as far as practicable during fabrication and installation. General Delivery and Transportation - Deliver shall be made to the site as shown on the plans. The con- tractor will deliver and insert the liner on a specified date at a given time. 0 • SP 16 of 20 Replacement of Defective Material - Any material which, in the opinion of the Engineer, has been damaged during or prior to delivery, shall be repaired or replaced by the Contractor at his own expense, to the satisfaction of the Engineer. Delivery Documentation - Each liner will be accom- panied by suitable documentation indicating time and date of manufacture, felt thickness, number of layers, length of liner, resin type. Manufacture - Each liner may be manufactured at any time but shall be impregnated with resin not more than 24 hours prior to the intended instal- lation time. If insertion of the resin impreg- nated liner is delayed, the Contractor may store, at his own cost, the liner for a period not to exceed 48 hours at or below 4 °C. Insertion and Curing - The insertion and curing of The liner will be carried out by the Contractor, who shall provide sufficient labor to operate the special equipment required to insert the liner into the pipeline and cure it in place once instal- lation is complete. 3. Polyethylene Pipe Liner General. All polyethylene pipe furnished under these specifications shall conform to all appli- cable requirements in the latest revision of the following standards, unless otherwise specified herein: a. ASTM D- 1248 -78 Specification for Poly- ethylene Molding and Extrusion Materials b. ASTM D- 3350 -80 Polyethylene Plastics (PE) Pipe and Fitting Materials C. ASTM D -1693 d. ASTM D- 2321 -74 Environmental Stress - Cracking of Ethylene Plastics Underground Installation of Flexible Thermoplastic Sewer Pipe • • SF 17 of 20 After the polyethylene liner is inserted and is in place, the annular space between the liner and the existing CSP shall be filled with Class 100 E100 slurry or suitable grout mix approved by the Engineer. Material and Workmanship The piping material and fittings shall meet the requirements for Type III, Class C, Cate- gory 5, Grade P34 polyethylene material as defined in ASTM D -1248, and shall be identi- fied by the cell classification system of ASTM D -3350 as PE 355434C. Workmanship shall be of the highest level compatible with current commercial practice. The polyethylene pipe shall be homogenous throughout and free of visible cracks, holes, foreign inclusions or other injurious defects. It shall be uniform in color, opacity, density and other physical properties. The manufacturer shall have adequate equip- ment and quality control facilities to con- tinually result in a finished product that will have the properties indicated herein. Physical Properties of Pipe Compound a. Density - the density shall be no less than 0.941 - 0.955 gm /cm3 as referenced in ASTM D 1505. b. Melt Flow - Flow rate shall not be greater than 4 gm /10 min. when tested in accordance with method D 1238 - Condition E. C. Flex Modulus - Shall be 120,000 to less than 160,000 M pa (psi) as referenced in ASTM D 790. d. Tensile Strength at Yield - Shall be 3000 - to less than 3500 M Pa (psi) as referenced in ASTM 638. e. ESCR - The stress crack resistance shall be in excess of 1500 hours with zero failures when tested in accordance with ASTM D 1693 Condition C. f. Dimensions - The polyethylene pipe liner shall have the following minimum inside diameter dimensions: • SP 18 _of 20 Existing C.S.P. H.D.P.E. Liner I.D. I.D. 30" 25" 24" 20" 18" 15" Wall thickness shall be 0.860 inches or greater. Engineer may request certified lab data to verify the physical properties of pipe or may take random samples for testing by an indepen- dent testing laboratory. Such tests will be performed at Engineer's expense. Deviations If a supplier chooses to submit a bid for material that does not meet all the require- ments of this specification, his bid shall include a description of the deviation with data that shows the magnitude of the devia- tion and the justification for such a request. The decision to accept material deviating from the specified material shall be solely determined by the Engineer. Rejection Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the re- quirements of the specification. Handling and Installation Pipe shall be stored on clean level ground to prevent undue scratching or gouging. Sections of pipe with deep cuts or gouges shall be removed and the ends of the pipe joined. Handling of the joined pipe shall be in such a manner that the pipe is not damaged by dragging over sharp or cutting objects. Joining Polyethylene pipe shall not be joined to existing pipe or adjacent segments until a minimum of 12 hours has elapsed to allow for temperature equalization and stress relief. Liner stretched beyond its elastic limit or damaged in any way shall be rejected. Sections of the polyethylene pipe shall be joined into continuous lengths by the butt fusion method and shall be performed in strict conformance with the pipe manufac- turer's recommendations using approved SP 19 of 20 equipment. A minimum 15" long full stainless steel circle clamp shall be used to connect two lengths of polyethylene pipe where butt fusion is not feasible as determined by the Engineer. This type of connection will be backfilled with Class 100 E100 slurry. Burial For direct burial of polyethylene pipe, embed- ment materials and installation practices shall be as specified in ASTM D- 2321 -74, Sections 6, 7, 8 and 9. A copy of this standard is attached to these Special Provisions. Insertion Shaft and Excavations Entry slope of at'least 3:1 shall be used for safe bending radius. The bottom of the entry pit should provide a straight section for ease of entry by the liner into the existing pipe. The straight run length is calculated by converting the ID (inches) of the existing line to feet and adding three. Therefore, if the ID of an existing line is 20 inches, the straight area would be 20 ft. + 3, or 23 feet at the bottom of the entry pit. The width of the shaft should be as narrow as possible and it will depend on the location, type of soil, depth of the existing storm drain and the water table. Insertion of Liner After completing the access shaft excavation, the existing pipe shall be broken or cut and removed for the full length of the access shaft. A fabricated pulling head shall be connected to the leading end of the pipe. A power winch cable shall be connected to the pulling head so the liner can be pulled into the existing pipe. Power winches for pulling in long lengths of poly- ethylene pipe shall be rated equal to the project requirements. • SP 20 of 20 Precautions shall be exercised including the use of a cusion and/or guide to prevent the ragged edges of the broken out pipe from scoring the outside of the liner as it is pulled into the pipe. Caution must be taken not to stretch the poly- ethylene pipe beyond its elastic limit in the vent of a hang up. Once started, the pulling operation should continue to completion. Pulling speeds shall approximate 50 feet per minute. After insertion, a minimum of 12 hours shall be allowed for the liner pipe to reach equalibrium with the pipe temperature and to allow the pipe to stress relieve itself. The polyethylene liner pipe should protrude at least 12 inches into the terminal manhole or inlet. �Tr'AGl1 "U� /'! J! y,a M6►0lYi AT10« IG.IT HwhM a Czr4fl;Jtca'with your =11=1*n of January 20, tp 83 anwromnontal documcnt infonnatica 11x3 t --on fvviswed and considered prior to yprovat of thio parmlt C Na ® Yea n cddition to any cat feea tfta Gcrmfitca will to bitted tar any flold work by t:altrm orces bid: • Fmovisw tim Ka 0 Yca, Ir4pootica ® Ka Q Yes • a prulso work "I 'W comamonccd until all other nsosasary perttits and onvlron• wntal clearances have Wore obuunod. 5418 . I.M. - 15.1a/-1-5;28 Toirronr _ lExempt 80400 AMOUNT 80400 COMPANY 80400 NUMeaa r City of Newport Beach Alarch 1, 1983 3300 Newport Blvd. P. 0. Box 1768 Newport Beach, CA 92663 -3884 L J PEf3atlTTSE ubieet to the General Provlelcm and tho following, PEFUI 8 ON 13 HEREBY GRANTED to: rehabilitate corrugated steel pipe storm drains on Pacific Coast Highway near Seward Rd. and Morning,Canyon Rd. within State right of way in the City of Newport Beach, ORA- 1- 15.10/15.28,.all in accordance with current State Specifications, attached Special Provisions and plans stamped "RECEIVED #5418 MAR 3, 1983 MTCE BRANCH ". All work must be completed prior to June 10, 1983. A pre -job conference shall be held at prior to start of work. Representati Orange County Rapid Transit District, Caltrans Signal Lab. and the Caltrans and requested to attend the meeting. least three (3) working days ves of the telephone company, Permittee's contractor, inspector shall be contacted (Continued) i:tca- rl::tl notify permit Gtapoctor by calling J. Ough ( 213) 834 -8317 betwoon 0700 and QWf minimum of throe wonting da)ra prior to the initial start of work and one working day prior to dosing ary traffic 16,A& crntittoe $hail arrsrrgs tt ptkottstttrCtton Meeting with their oonnaetore and the permit Inspector to• insure a coftlete under, Onding of the wont and the permit requirownts. crrnittoe. Me agents or contractors am bound by and shsll.COtaply with all provisions of thia•permit and the instructions of• a State rsprssentative while purtominq any work authorlaW by this permit. " following attachmWs are also included as part of this permit. i Utility Maintenance Provisions: 0M ® Yes Sorclaf Provisions: ONO ® Yes A, B, C, H, Q A Cat -Osha pommit required prior to booming work: Q NO ® Yes m t'jA- Gt7®i.L.iixoid.sinless the work 13 completed begot July 1, is 83 •nsms DGT«t is-10 be strictly construed and no other work OOW than speeltleatly maamtioned is herby authorfzed. ,DRK SHALL BE SUSPte4OFD IF PEMIT MPY 13 NOT AT JOB SITE. • A//N0vt0: LBCH HUNTINGTON BCH OUGH > I H:WECKERQV , anTN.cT tNO� «cc MOTOIIA eY: T it — DD /ne 1 D IidNDAL$EY, Asst. City of Newport B• -2- . 783 -NDD -5418 The Permittee shall contact the Orange Rapid Transit District and arrange for the temporary relocation of the bus stop to a location east of Seaward Ave. A pedestrian walkway of at least 30 inches in width must be provided during construction. Under the conditions of this permit no open cut excavation is authorized for replacement or rehabilitation of the 18" CSP crossing Pacific Coast Highway approximately 110 feet east of Seaward Road. The P.C.C. sidewalk shall-be sawcut along the scoreline north of the trench and shall be removed and replaced up to the back of the curb. In the event that the curb and gutter settles or is otherwise dis- placed or damaged, said curb and gutter shall be replaced to existing expansion joints and re- painted with red traffic paint. All obliterated traffic markings shall be replaced by the Permittee at his expense. The excavation for the junction structure shall be backfilled with 1# sack sand - cement slurry. On all permit work involving installation or revision of the State's lighting, signal or electrical facilities, Permittee shall notify Permit Electrical Inspector, Bob Boettcher (213) 620 =2030 of their intention to begin work at least three (3) working days in advance. The traffic signal system is maintained by State forces. Care should be exercised in avoiding existing signal, lighting and interconnect conduits within project. In event of conflict with the existing traffic signal.-and/or lighting system /s where no electrical work is authorized in the permit, call the Signal Maintenance Laboratory at (213) 620 -2215. If it is necessary to disturb the traffic signal equipment, or if any damage to the equipment is incurred, all work or repairs will be the responsibility of the Permittee and at no cost to the State. All repairs will be made immediately or as directed by State inspector. City of Newport B0 -3- , 783 -NDD -5418 Protection of the Traffic Signal Equipment as shown on the attached As -Built plans is a part of this permit. The No. 2 westbound lane along Pacific Coast Highway may be closed to traffic between the hours of 9:00 A.M. and 3 :00 P.M. weekdays only except that no lane closure is authorized during the weeks ending April 3 and April 10. ' -A Cal -OSHA permit is required and a copy thereof shall be.furnished to the Caltrans representative. If the work authorized by this permit is to be.performed by con- tractors forces, the Permittee's contractor shall furnish the State with a signed application requesting a separate Caltrans permit authorizing the contractor to perform the work within the State highway right of way for the Permittee. The Permittee's contractor will be required to reimburse the State for the cost incurred for engineering inspection of the work within the State right of way and all other permit related field work performed by Caltrans maintenance forces. M GENERAL P COVISIONS TO ENCROACHMENT PERMIT tat ,P soda wdvs do • • l-tf 1. AntbclltT- This perm!( is Issued In accord=^ Ce with Chapter 3 of DM. Won I. mmmenrng vnth Eecuon 660. of the Stress and Highways Code. 2. Raroeadom Ey-apt as orhe-vise provided for public corporations, franchise hoiden laid ut lltlat encroachment permits are revo,!able on Ilve days notice. These General Provisions Utility Maintenance Provisions, and this Er:croachment Pelmit Issued hereunder are revs cable or subject to modification or abrogation at any urne. wltlwut pref- udlce. however. to prior rights In- cluding those evidenced by joint use agreements franchise rights, or re- served right for operating put -uses In a grant of blowzy easement. 3. Permits for Record Oa1J: If occu- pation of highway fight of wPyis under joint use agreement or-under prior easement. enaoachmert p..rmlts will be Issued m tux Pe, file,- for the purpose of providing Calt�.v with notice and a record of wort, and for the terms and conditions relating to Public safety. No new or di fereril tights or obligations are Intended to be created by the perm ;t In such cesea and all such prior rights shall be fully Protected. Encroachment Permits Issued in such roses shall have designated across the face thereof "Notice and Record P.uposes Only.• District Office of Right of Way must give approra: for LUs deygnatlonL 4. Responsible Party- No party other than the named . permuzee. or contractor of the per Wttee . is authorized to work under ihls permit & Acceptance of PrarwonR., is under- stood and agreed by the permfttce that the doing of any work under this permit shall comsutute an axeo- Lance of the provuiore of this permit and all attachment 6. No Precedent Est& 'Ished: This per- mit Is Issued with the wide.-s(dnding that any particular ac -tor. is not to be considered as establishing any precedent Ill on the queston of the expediency of permltung any rettaun kind of encroachment to be er;,ted within right of way of state highways. or 12) as to any utu:ty. of the accept. abWey of any such permits as to any other or future s•.tuatlon 7. Notice Prior to Starting Wort, Before starting work under the Encroach - mett permit the permttte_shallnoufv the Distract Duvmr or other desig- nated empiovee "h , workmp days - prior to mrtial start of work WTxn w+Irk has been Interrupted an ad. dltbnal 24-hour notulcaton is rt- qutred before restarting work. Unless Otherwise specified all work shall be performed on weekdays and during normal working hours of the Grantor`s Inspector. 8 Seep Pernik on the Worlc The En- emachmenl Permit or a copy thereof 111161111 be kept at the site of the work and must hr shrwr" to any reprav-n. lotive of Cahtum.- nr any law enforr. "lent officer or demand WORK SHALL DE SMIVJDED IF PERMrT S NOT AT JOB srfE 15 PROVIDED. 9. Conflicting Permira: U a prior en- croachment conflicts with the proposed work thz new permlttee must arra ;e for any necessary te- moval or rAocation with the prior pe:mittx Any such removal or re- location w '1 be at no expense to the State 10. Permits Prom Other Agencies Tht Party or parties to whom a permit is Issued shaLL whenever the same is required by law. secure the written order or consent to any work under a permit from the Public Utllltle Commission of the State of Cahromla• CaNDSKk or any other public agency having jurisdiction and any permit shall not be valid until such order or consent Is obtained 11. Protection of Trains, Adequate pre visions shall be made fm the Pratte— ton of the Waveling public The wam- Ing signs, lights and other safety de- vim and other measures required for the public safety. shall conform to the requirements of the Manual of TraffIc Controls or any sign manual Issued or to be Issued by Caitrans and/or the current C:a)U -dM Standard Spec - Ukations. Ttaf(b control for day or nighttime lane closures will be in con. fornance with Caltram standard Plans forTalflc Control System Noth- Ing In the permit Is Intended as to third parties, to Impose on permutee any duty, or standard of cam greater Ulan or dlffirent than. the duty or standard of are Imposed by law. 12. Mlalmtita lafsrfermoe With .T}aIDt" All work shall be planned and Buried out so that there wtrl be the lust Possible inconvenience to the travel. Ing public Perenittee Is uuthmQet; to Place property attired Ila9mcn to stop and warn conventional highway traffic for necessary prvtectlon to public safety. but uafflc shall not be un. reasonably delayed. Flagging proce- dures shall be m conformance with the Instructors to Flaggers pamphlet and/or Manual of MwTrc Controls issued by Caluwm I& Storage Of Material— No construction material shall be stored no: equip• mint parked within ken 1101 feet from the edge of pavement or traveled way. Utilities arc subject to the provisions Of Section 22512 of the Vehicle Code. 14. Clean Up Right of wgn Upon com- pletion of the work, al! c-nash timber. scraps material err- shall be entirely removed and the rtgl . of way stall be !ck In as presentable a condition as etdsted before work started I Bundards of ConmuueUos All work performed within the highway chair` conform to recognized standards of construction and the current Caltrans Standard Specifications, and any special provisions relating. ti=rt,A 16, inspection andAppmv.l byCabranz All work shall be subject io Inspection and approval by Caltrans 'Rte per- mlttee shall notify Caltraro when the - work has been completed 17. Aetnal Cost BMhW. When the pe- mlttee is to be billed actual costs (as indicated on the face of the permltL setch wets wili lnclt,de salariia travel- Ingexpensm Incidental expenses. and Overhead I& Tub( a Moving of Installation al Installations Requested by Hrry metwe If the Encroachment Permit was issued at request of the permittee, It Is understood that whenever con - stmctbn. m,vnstructbn or rnam- tenanee work on the highway may requim the hwallatlon shall. upon request of the Department be Imme- diately moved by and at the sole ex- pense of the peroluee. except its otherwise provided by law. or by any applicable permit pmvistores bl Utility Mooes Ordered by Cal - trans If the Installation made under a permit b being relocated In atxor- dance with Calt ans -Notice to Inc bale Utility FBclllty: the permitlee shall have the same and no greater rights as relocated as It enjoyed prior to moving at C.alum order. d Utility In Fleerro(I This section and the othersectlons of these General Provisions arc subject to Miele 25 of Chapter 3 of Division 1 of the Streets and Htgbways Cafe and other applicable law. and In the mere of any Incansmency. the cowl Ankle 2.5 mr other applicable law skull control the removal from or rtloranon of utility feeWtim in freeways . dl Future Mooing of hurallatlw, it Is understood by the permince that whenever construction. rev:n- sntrction or maintenance work on tie highway may require. the Wrallatlon prtrnded for herein sha1L upon request of Caltrans be moved by the Perrmit- tea the cost of the move to be borne by the parry legally responsible therefor. 19. RespoosibLkyor Deuaagc The Statc of California and all officers and em- ployee thereof Including but not Welted to the Director of Trampor. 5 tatlon and the Chief Engineer. shall not be answerable or accountable in any marlrieh for injury to or death of any person. Including but not limited to the permittm persons employed by the permutm persons acting in behalf of the permute: or fordamage to property from any cause which might have been prevented by the permltme. those pitons employed by the permitter- or persons acting In behalf of the permitter- The permittee shall be responsible for any liability imposed by law and for injuries to or death of any persom including but not limited to the permitter- persons employed by the permitter. persons acting In behalf of the permitter- or damage to property arising out of work permitted and done by the permittee under a permit or arising out of the failure on the permit - tees part to perform his obligations under any permit In respect _ to maintenance or any other obligations. or resulting from defem or obsuuc- tlons. cur from any cause whatsoever during the progress of the wont or at any subsequent time work is being performed under the obligations pro- vided by and contemplated by the pemllt The permittee shall inclemnlfy and save harmless the Stale of Califor- nia and all o81¢ts and employees therm[ Including but not limited to the Director of Transportation and the Chief Engineer from aR claims suits -or actions of every names kind and description brought for or on account of Injuries to or death of any person including but not limited to the permittee. persons employed by the permittee. persons acting in behalf of the per - trutee and the public or damage to property resulting from the per- formance of work under the permit or arising out of the failure on the permittees part to perform his obligations under any permit In respect to maintenance or any other obligations. a resulting from de- lims or obstructions or from any cause whatsoever during the prog- ress of the work or at any subse- quent time work is being performed under the obligations provided by and contemplated by the permit except as otherwise provided by statute The duty of the permntee to tride rifv and save harmless in- cludes the duties to defend as set forth In Section 77'78 of the Civil Code The penntttee carves any and an rights to any type of express or =Tncd uidetnniry against the Scare as o(ikvs or eniptavees •it is the Intent of the parties that the permittee will Indemnify and hold harmless the State. Its officers and employee from any and all dalms, suits or actions as set forth above regardless of the ridstence or degree of fault or negilgerm whether active or passive, primary or secondary. on the pan of the Statp_ the permitter- persons employed by the permittee or per- sons acting In behalf of the permitter- 20. Bondlmg This permit shall not be effective for any purpose unless and until the permittee Wes with the Grantor. a surety bond In the form and amount required by said Granter- A bond is not ordinarily required of any public corporation or publicly or privately owned UUli- ty. but will be required of arty uWlty that falls to meet any obligation arising out of the work. permitted or done under an Encroachment Permit or falls to maintain W plant work or facilities 21. MaIrl" Repairs; In every tax the permittee shall be responsible for restoring to Its former condition as nearly as may be possible any por- tion of the highway which has been excavated or otherwise disturbed by pemtlttem except where Caltrans elects to make repairs to paving and except where provision to the con - trary is made In the written portion of any permit The permittee shall maintain the surface over facilities placed under any permit for a period of one 111 year after completion of work under the permit U the high- way is not restored as herein provided for. or If CaRra s elects to make repairs. permittee agree by acceptance of permit to bear the cost therm[ 22. Cane of Drainage: If the work con templated In any Encroachment Permit shall Interfere with the established drainage ample provl- slon shall be made by the permince - to provide for it as may be dtrected by Caltnans 29. Submit Plan For installation of all underground facilities . and all sur- face work or consequence the permitter shall furnish a plan stfow- Ing location and construction details with Its applicatton Upon compietlon of the work as -bull[ plans of sufficient accuracy shall be submitted to the District to deter mine location of the facility. 24. MxhzLcnuso= Thr permittee aWca by acceptance Of a prrrnit to m:un- taln properly any encroachment placid by it in the highwav and In mspecung for and preventing pnv Injury to any portion of the highway from the encroachment CO t of Work -Unless otherwise stated on the permit or separate . Tlt- ten agreement. all coats Incurred for wont within the State right of way pursua-t to this Enanachrnent'Per- mlt shall be borne by the permitter- and permittee herebywatves all chilms for Indemnification or contribution from the State for such work 26 Federal Civil RfgLU Requirements For public Aerormmodatlos W The permitter- for hmnaelL his personal representatives, successors in inter- est and assigns as part of the consideration hereoG doe hereby covenant and agree that 111 no person on the ground of race color. or national origin shall be exduded from participation In. be denied the benefits oL or be otherwise sub- jected to discrimination In the use of said facilities l21 that in connec- tion with the construction of any improvements on said lands and the furnishing of service thereom no discrimination shall be prae- tked In the selection of employee and contractors by contractors in the selection and retention of fint- tler subcontractors In the selection of second-Ucr subcontractors. IM that such discrimination shall not be practiced against the public In their atsrss to and use of the fa- ditties and service provided for public accommodations (such as eating sleeping, rest rearauon and vehicle servicin® constructed or operated on over. or under the space of the right of way. and 141 that the permittee shall use the premise In compliance with all other m qulrattents Imposed pursuant to 14k 15. Code of Federal Regula- tions Commerce and Foreign Trade. subtitle ft Met of the Secretary of Commerce Part 8 115 CFR Part 81. and as said Regulations may be amended IM That In the event of breach of anv of the above niindiscruniitkin covrnanta the State shall have the right to mrmmate am permit and w m -enter and repossess said land and the facilities thereon and hold the same as if said permit had never been trade or Issued 27. An.3aeaiooeal• The pe mutee shall cease work in the vicinity of anv archaeologitol rc ounes that are reveuird The Permit Frigincrr +hall be notillrtl unmeduuely. A giululyd arch arulns"W. rr Jumd by IM pnmlttrr, will K"lualr Ilse liltYltLN1 and Duke miulurmncannt V to the Permit Engineer cuncernuyg the continuation of the work 0 0 DP.PARTHtNi OF TRANS pL.K;.,tFION (Galtrdns� UTILITY MAINTENANCE PROVISIONS TO ENCROAOMYT PERMIT D1-M -P -228 (Rev. 12/80) Any Public utility or public corporation who lawfully maintains a utility encroachment may .perform routine or emergency maintenance on such facility in accordance with the following provisions (unless updated at some future time, thence the future provisions shall govern)z A. [stlusioas: Theme provisions do not authorize tree trimming or routine maintenance work on freeways (expressways), for which a special permit Is required. S. Encroachment Permit For Maintenance: The maintenance work must be in conformance with an encroachment permit (individual or annual blanket). The permit or a copy thereof shall be kept at the site of the work and must be shown to any representative of Caltrans or any law enforcement officer on demand. YORK SHALL BE SUSPENDED IF PERMI' IS NOT AT JOB SITE AS PROVIDED. C. Notice Required: (1) Routine maintenance and inspection -- Before proceeding, the Permittee shall notify the highway maintenance superintendent in whose territory the work is to be done. (2) Emergencies -- The superintendent shall be notified as soon as possible. In addition, and except as otherwise provided herein, the Permittee shall Immediately address a confirming letter to the District Permit Engineer. A permit shall be issued for the emergency work on a freeway or if not covered by a maintenance permit. D. Standard of York: All work performed within the highway shall conform to recognized standards of utility construction and Caltrane __rent Standard Specifications. Eirsr=omey Repairer The Permittee may make emergency repairs by excavating' through improved surfaces, only when breaks in the conduit, cable, or pipeline under the pavement present a definite hazard to traffic.or serious interruption of essential service. In such cases the highway maintenance superintendent shall be notified immediatel ?. Backfill and pavement replacement shall be performed in accordance with the 'applicable General Provisions (I.e., "Making Repairs," `L'ackfi111ng "). F. OPaa Eucavatiow: No excavation shall be left open after daylight houru, unless specifically authorized and adequate protection for traffic is provided in accordance with the General Provision `Protection of Traffic." C. Service Connections: These provisions do not authorize installation of conduit, cable., gas, or water service connections within State highway right of way, regardless of the location of the main, existing conduit or cable. All new underground or pipe serviceu, conduit', ruble or main extensions, or excavations to s 'oaadoned services ouat be covered by individual permits. See Section H(r) regarding ceLVACe coanectf�na for wires. L 7 • • N. ILMtiaa Inspection and Maintenance: (1) Routine maintenance and Inspection on the roadbed shall be conducted between 9:00 a.m. and 3 :00 p.m. or as otherwise authorized in writing by the Caltrans representative. (2) Manholea — The Permittee may open existing manholes to repair "underground cables. Where the manhole lies within the improved surface of the highway, the Permittee will provide adequate Protection for traffic to accordance with the General Provisions Protection of Traffic.' (3) Excavations for routine inspection and repair of pipeline and cables shall: a) not be made in improved surfaces, landscaped areas or closer than 10' to the edge of the pavement without a special permit; and b) not uncover more than fifty (50) feet of line at any one time. (6) Pole Linea -- Permittee is authorized to: a) Stub, or r ^ ^-!t existing pole, provided no change in location of pole or an-nor is made. Stubs and anchors must not be placed between existing pole and traveled way. b) Replace poles, guy poles, and crossarms in exact location limited to two consecutive poles. No additional poles or guy poles are authorized under this routine maintenance provision. c) Replace broken pine and insulators, repair broken wires, pull slack wires, and replace or pull broken or slack guys. d) Repair and 'complete transfer work on existing aerial cables. e) Install new and replace existing transformers on existing poles. f) String aerial wire and place additional crossarms on existing poles except where wire crosses the highway. Unless otherwise specifically required by Caltrans, protected cable, tree wire or, plastic tree wire guard used for telephone lines may be used through trees where necessary, provided the appearance of the tree or the tree itself will not be damaged. This section (f).does not apply to adopted scenic highways. g) String service drop wires from facilities existing within the highway right of way except where wire crosses the highway. Service wires over highways are subject to Public Utilities Commission regulations and must cross as near right angles as practicable. h) Note - A separate permit shall be obtained for each installa- tion or replacement of wire, drop wire, cable, or other encroachment which crosses the highway or which encroaches upon the highway right of way whether or not attached to or in contact with existing facilities within the right of way. 1) Clear grass from around base of poles and excavate around poles for Inspection, including tamping and straightening. sDepartment of Trano;,ortatiOn (Caltran]) Q SPECIAL PROVISION "A" • 8 •(Attached to all Permits - •) 1. Permittee shall notify the Permit Inspector between 0700 and 0900 two (2) working days prior to starting any work authorized by this permit. See the face of the permit for Inspsctor's telephone number. 2. Permittee shall arrange for a pre - construction meeting at the. job site with the Permit Inspect- or and all other interested persons two (2) working days prior to starting work, to discuss the permit requirements. 3. In the event that all or a portion if this work is within the working area of a State highway construction project, no work shall be started until all arrangements have been made with the State Contractor and Resident Engineer to avoid any and all conflict or delay to the State Contractor. 4. Unless otherwise authorized by the Permit Inspector, all work within State right of way shall be in accordance with the current Caltrans standards specifications and standard plans. The Uniform Building Coda,-may be used as the minimum specifications unless a swore stringent specification is required by the local agency, permit or Permit Inspector. Improvements shall be constructed at the location shown on the Permittee's approved plane if they do not conflict with State requirments. 5. Should there be any discrepancy between the terms of this permit and the plans attached hereto, the terms of the permit will prevail. 6. All inspection costs incurred incidental to this work shall be borne by the PAormittee. 7. All work shall be performed during the working hours regularly assigned to Department of Transportation employees unless otherwise authorized in writing. 8. All costs incurred for work within State right of way pursuant to this encroachment permit shall be borne by the Permittee, and Permittee hereby waives all claims for Indemnification or contribution from the State for such work. 9. Upon completion of work, Permittee shall clean the highway. and the work area shall be left In a nest and presentable condition and to the satisfaction of the Permit Inspector. 10.. A minimum walkway and/or bike path width of 30 inches must be maintained at all times for safe passage through the work area. •11. Any work authorized by this permit which requires traffic diversion and /or traffic interruption, including sidewalks and bike paths, shall be approved by the Permit Inspector. See the face of the permit for inspector's telephone number. 12. Unless otherwise authorized bj the Permit Inspector, the normal traffic control shall be limited to the hours of 0900 - 1500 and open for use by public traffic on Saturday&, Sundays, designated legal holidays and after 3:00 P.M. on Fridays and the day preceding designated legal holidays, and when construction operations are not actively in progress on working days. 13. Designated legal holidays are: January 1st, and third Monday in February, the last Monday In May, July 4th, the first Monday in September, November 11th, Thanksgiving Day, and December 25th. When a designated legal holiday falls on a Sunday, the following Monday shall be .s designated legal holiday. When November Ilth falls on a'Saturday, the preceding Friday shall be a designated legal holiday. 14. The Permittee shall provide adequate protection of traffic in accordance with the current traffic control requirements of the Department of Transportation ( Caltrans), the Standard Specifications Section 7 -1.08 (Public Convenience), Section 7 -1.09 (Public Safety) and Section 12, (Construction Area Traffic Control Devices) , and special provisions of the permit. The condition and location of other traffic control devices shall be approved by the Permit Inspector and installed and maintained by the Permittee in accordance with the permit. All cones shall be 28 inch minimum height. Portable delineators used' in lieu of cones shall be placed at one half the spacing for cones All advance warning signs shall be equipped with flags for dagrim closures. All advance warning signs shall be 48 inch x 48 inch minimum for approach speeds of 45 MPH or more on two lane highways with reversible control and for approach speeds over 50 MPH on multiple lane directional half roadway and lane closures. At all other speeds all warning signs shall be 36 inch by 36 inch minimum except that "Road Work Ahead" (23) shall be 30 inch by 30 inch minim,m. Department of Transportation (Caltrans) SPECIAL PROpISION "A" Q (Attsch to all Permits - 242) tt Page 2 14. continued . • During the bourn of darkness all necessary cones used for Lana delineation shall be illuminated or reflactorimed for approach speeds through SO HPI. All flagpersons shall be trained' and their sole duty will be to control traffic. They shall war white hard hats, orange vests or jackets, and have an approved slow /stop paddle. They shall be intervisible or be in communication via 2 -way radio. During the boors of darkness the vast or jacket shall be reflectorised, flagman stations shall be illuminated such that the flagman will be clearly visible to approaching traffic end all necessary cones used few Is at delineation shall be Illuminated or reflectorixed for approach speeds through 50 MPS. 15. The signs used for traffic control shall either be covered,' removed from the right of way, or turned to face am" from traffic when not actually in use. ' : 16. All lane closures am multilane highways &hall be nude wing an approved flashing arrow alga, If available. After January 1, 1982 the State Inspector shall close dam any project fond to have such a lane closure without-the required flashing arrow signs. 17. The Parmittee shall notify the Division of Highways Signal Laboratory, at 213 - 620 - 2030, at least 72 hours in advance of any excavation within 500' of the signalised inter■ection or in the vicinity, of State lighting facilities. The Permittee and /or his contractor assume the responsibility for the payment of all costs incurred by the State in repairing facilities damaged during construction. Requests for relocation of facilities' far the contractor's convenience most be made in writing with the contractor assuming costs. 16. Existing utilities shall 'as protected from damage by the Permittes. 19. Existing highway facilities damaged by rassou of the Permittes'■ operations shall be repaired by the Permittes at his ripens.. - 20. Rarmittee shall be responsible for notifying his contractor and all sub- coptractors of the provisions of this permit. No work will be started until a ropy of this permit is Own to I the contractor and each of his sub - contractors. 21. The Permittee and /or the contractor shall submit a copy of all required WOO& permits to the Permit Inspector prior to starting work. 22. This permit shall be kept at the site of the work and must be sham to any representative of the grantor or law enforcement officer on demand. Pailure to comply may require stoppage of all work within State right of way for a minimum of the remainder of the working day. 23. All lane and pavement markings shall be removed by sandblasting or air blasting. 24. Placement of pavement aid lane markings shall be done by the Permiitse under the direct supervision of the State representative to the field. ' 25. A survey eat no cost to the State" of the Permittee's property may be required to verify compliance to approved plans. 26.. Should work take place between October 15 and April 15, Parmittae shaLl obtain a long - range clear weather forecast before breaking into a main line storm drain. Construction of facilities connecting to the main line will be permitted only during a clear weather forcast that in acceptable to the Caltrans representative. Once operations under this Permit are initiated, the work shall be conducted in a continuou6 manner until completed. 27. Abandoned connector pipes shall be scaled at both ends with 8 -inch brick and mortar or six Inches of concrete. When facilities are allowed to be abandoned in place, backfilling with sand, or other measures, may be required to protect the highway. This is mandatory for metal Pipes 12" in dimmcter or larger and all other pipes 24" in diameter or larger. 28. All inlet openings shall be provided with protection bar& spaced to provide an opening that does not exceed six inches. 29. Permlttes •ball not use Caltrans property for the temporary or permanent storage of excavated materials, rock, sand, cement or other material or any equipment, except u specifically noted. t -e �r va ����u �V41 YL GIJJ STANDARD SPECIAL PROVISIONS "B" = (STREET IMPROVEMENTS) 4/81 10 I This Special Provision sheet "B" and its attachments are to be used as minimum specifications for construction of sidewalk, curb and gutter, roof drains, and wheel chair ramps at the location shown on Permittee's approved plan. II Sidewalk 1. Sidewalk shall be constructed with Class "A" (6 sack) Portland Cement Concrete four (4) inches in depth except at commercial drive - Crays where six (6) inch depths respectively, will be required. 2. The subbase under the sidewalk shall be 4" of pea gravel or sand subbase. The 4" of subbase may be waived provided the native soil has a sand equivalent value of 20% as determined by California Test Method 217F or as determined by the Permit Inspector. 3. A Caltrans approved soil sterilant shall be applied as directed by the State representative in the field. The sterilant shall be a borate chlorate sterilant containing not less than 25 percent sodium chlorate. The sterilant shall be applied at a rate such that not less than 2.5 pounds of sodium chlorate is applied per 100 square feet of area to be sterilized. Sterilant shall not be applied closer than 12 inches to plants and shall be applied by a device approved by the Engineer. 4. The finished grade of sidewalk shall have a crossfall of 1/4" per foot toward the curb. The surface of sidewalks shall be marked into rectangles of not less than 12 square feet nor more than 20 squar+ feet with'a scoring tool which will leave the edges rounded or scored to matching.adjoining sidewalk. 5. Back edge of sidewalk shall be placed on the right of way line. Sidewalk width shall be a minimum of 5 feet. 6. Section of existing concrete sidewalks to be removed shall be sawcut on the nearest score marks beyond the limits of removal unless it is within 5' of an expansion joint. This concrete shall be re- moved to the sawcut line or the expansion joint to full depth and disposed of outside the State right of way. III Curb and Gutter 1. Unless otherwise authorized by the Permit curb and gutter shall be Caltrans standard A2 -8. Curb and gutter shall be constructed with class 'A' (6 sack) Portland Cement Concrete over a minimum of 6" class II aggregate base. 2. Concrete curbs and gutters shall be constructed to plan grade or in conformance with alignment and grade of existing curb and gutter. 3. Prior to the removal of existing curbs or construction of new curbs, the Permittee stall relocate surface obstructions (such as utility poles, trees, etc.) to locations back of the proposed curb. Surface obstructions shall also be relocated fifty (50) feet before beginning of curb construction and one hundred fifty (150) feet -2- Department of Transpo tion (Caltrans) • STANDARD SPECIAL PROAIONS "B" - (STREET IMPRO MENTS) II 4/81 III 3 Curb and Gutter (continued) beyond the end of curb construction for safe traffic movement. 4. Sections of existing concrete curbs and gutter to be removed shall be sawcut on-the nearest score marks beyond the limits of removal unless it is within 5' of an expansion joint. This con- crete s'aall be removed to the sawcut line or the expansion joint, to full depth and disposed of outside the State right of way. 5. A monolithic pour of sidewalk and curb and gutter shall not be permitted. 6. Asphalt, colored concrete, flagstone, brick, tile, or gravel materials are unacceptable unless otherwise authorized by the permit. 7. In the event that the Permittee removes or damages a monolithic curb return and spandrel, the Permittee shall remove and replace the entire curb return and spandrel. IV Roof and Surface Drains Drains must be restricted to the exclusive purpose of draining rain water from the roof of Permittee's building and /or paved parking lot. Drains if used for any other purpose, such as draining waste water'or domestic supply water onto the highway, will not be authorized. Drains shall be installed at right angles to the curb line unless otherwise authorized. No more than (2) pipe drains shall be installed at each location. If additional drains are necessary, the Permittee shall con - struct a box structure approved by the permit. 9 Wheel Chair Ramos Wheel chair ramps shall be constructed in accordance with the attached detail sheet SDN8 -B -3 Wheel Chair Ramps. curb gutter and sliewalk.. E`g l:ns L .n. / / sidewalk a D nA arb f Vsu_:ase rain, ar�grerate basru-ter p a e G n a 0 ag6__gate subbase 1 L' 4 1 Department of Transports n (Caltrane) 3111DARD SPECIAL PROVISIO "C" - (EXCAVATION AND RACLPIMO 1Z, 1 -82 I This Special Provision abeet eCe and its attachments are to be need as a minimum specification for excavating and backfilling within State right of way. 11 Izeavation Crossing Roadway: 1. Pipes shall normally be jacked or otherwise forced underneath pavement without disturbing same. Pavement or roadway shall not be tut unless specifically allowed by the permit. Service pipes will not be permitted inside of culverts used as drainage structures. 2. Except for minimum dimension cut at tie -in to main, no open excavation shall be made within 5' of the improved shoulder or between the curb lines. 3. Contractor shall comply with all State and local safety codes relative to safety measures for protection of workmea in trenches and excavations. (State of California Administrative Code, Title 8). 4. All excavation shall be shored and /or tight sheeted in accordance with CAL OSHA requirements. 5. York shall not be permitted in confined spaces until'all possible , hazardous gases and vapors have been purged. Workmen shall be equip- ped with adequate blowers, safety harnesses, hard hate, ropes, ladders , and amp other equipment necessary. When working in confined spaces, , CAL OSHA requirements shall be adhered to. 6. Services connections must be installed at an angle of 90 degree from the center line of the State highway which the main traverses. '7. When the permit authorizes installation by the open -cut method not more than one lane of the highway pavement shall be open-out at any are time. Any exceptions ahallpbe in writing by the State representative. After the pipe in placed in the open section, the trench In to be backfilled in accordance with specifications, ta- porary =epaire made to the surfacing and that portion opened to traffic before the pavement is cut for the next section. . S. Hazardous pipeline potholing clause (petroleum distilates, gas, electricity, chlorine, etc.): The Permittee shall furnish Caltrane with the results of this explor- ation, having the location and grads shown to the nearest one -tenth foot tied to State's datum, and certified by a licensed surveyor or professional engineer (civil). 9. Y.C.C. pavement shall be scored to a alai— depth of 1} inches by means of a concrete saw to provide a neat and straight pevsman, break along both sides of trench; also, provide an unfraetarsd pae-s- ment joint and rigid bonding of pavement replacement patch. 10. A. C. pavement -ball be scored as required above for P.O.O. pavement except where in the opinion of the State Inspector the pavement ban been cut neat and straight along both aides of trench to provide an unfractured and level pavement joint for bonding existing pavement and replacement patch. 11. Where the edge of the trench is within 2 feet of existing curb and gutter, the asphalt concrete pavement between the trench and the curb &hall be removed and replaced. 12. A minimum sidewalk and bikepath of 30 inches most be maintained at all times for safe passage thru the work area. 13. A alaiman lateral clearance of 5' shall be provided between the edge of excavation and adjacent traffic lanes. A . +elm's lateral clearance of 2' shall be provided between the edge of surface ob- struction and the adjacent traffic lane. Where 5' of clearance is not provided, the excavation shall be shored and tight sheeted. In no case shall the clearance be less than 21. of spo t� _2- 1 13 ` at SPWIAL PPROVISI0IS s0°0 -- (E1CAYL2IO2 AND RLCI72LL)� II Rzcavation Crossing Roadway (continued) 14. Banks of open -cut trenches ■hall be kept as nearly vertical as possible. trenches shall not be more than 24' rider than the out- { side'dismeter of the pipe to be laid therein, plus the necessary ' width to a000modate sheeting. 13. An open trenches within the traveled way shall be backfilled, compacted and temporary repairs made to the surfacing before leaving Us Job sits at the and of the working day. 16. tight sheeting and properly placed and maintained steel plates may be substituted for backfilling as authorized by the Permit Inspector. 17. If no spoil bank is placed between the open excavation and the traveled way, all open trench oh-11 be backfilled and compacted prior to leaving the Job nits at the and of the working day. 18. the trench shall not be excavated more than 300' in advance of Pipe laying and shall not be left open more than 200' in the rear thereof. Resurfacing of any given portion of the trench shall be completed within one weak following laying of pipe in that section. 19. All vegetation shall be removed from the area of the trench before commencing with the excavation operations. 20. 10 tree roots over 2' in diameter shall be cut. the roots aver 2' in diameter ahall be carefully tunneled under and wrapped in burlap and kept moist until the trench has been backfilled. trenching maahines shall not be used under the trees if the trunk _or limbs will be damaged by their use. 21. If the trees involved are close together or of much sime that it is impractical to protect all roots over 2 inches in diameter or further that cutting of roots under 2 inches in diameter may yerssaenUy dsasge the trees, special arrangements &hall be made Dy the Permlttes to prune the tree tops in order to balance root loss. this work shall be performed under the close supervision of the State Tree Maintenance Supervisor. 22. lo'm■nhole shall bi constructed within 20' of any parkway tree. 23. Temporary paveaenttpatche■ shall be placed and maintained in a smooth riding plans tree of humps or depressions. Li- : ji 1. Structural bsokflll within the existing or proposed roadbed area abs11 bs pompaoted in horisontal layers not exceeding 8' in thick- ness resin¢ a? roved hand, pneumatic or mechanical type tampers to obtain a rellaative oompaotion' of 95 percent nsing California Test Method 216P. Structural backfill ontside of slope lines and not beneath the roadbed shall be compacted to a relative compaction of 90%. backfill material *ball have a 'Sand Equivalent* value of not less than 20 an determined by the California Teat Method 217P, if the excavation tall■ within the existing or proposed roadbed. Con- solidatim by ponding and jettiinngg will be permitted when. an deter- mined by the inspector, the backfill Material is of such character that it will be self- draining when compacted, and the foundation materials will not be softened or be otherwise damaged by the applim water and no damage from hydrostatic pressure will result. P d ewd jetties of fns voter ' below finished grade ie not oar em poa an eft fs permute . mater! or nee u ■ sm'a baakfill ■hall be placed and compacted in layers not exceeding 4' in thickness. Pending and Jotting methods shall be supplaWlated by the a■e of vibratory or other compaction equipment omen nscn_Mary to obtain the required compaction. z rn o Ul zr;a�Fi�l 'R O � b Id I , I I I I � I L i 1 i cf N at .Z1 IMW i N ` D GC d 2 9d m 11k Jill o aI N a a o- Qo u .■ W D�partmmat of transportation (Caltrans) IlLI$!ID SFDCILL pROYISINS •C" - (RICLYLSIOI AND DLC[TILQ 1 -82 F•ss- :sstil 2. Backfill material may consist of sand - cement slurry using 2 sacks of cement par cubic yard of sand-and rater with 2% of calcim chloride as determined and antborised by the Permit Inspector. 3. Where it is necessary to tunnel under existing curb and gguatter• sidewalk, or underground facilities, the void shall be backflllel with 2 sack sand -cement slurry. 4. By acepting this permit, the Permittes agrees to pay all lab- oratory costs in connection with the necessary tests which may be required by the Department of. Transportation engineer to determine the sand equivalent Talus of the back:fM material or the trench beallill compaction. It in further understood that the frequency of mach tests shall be a minimum of one test per maxim 50 a of 10 of continuous trench at elevations of not loss than every 2' of backfill depth. 5. Prior to starting the trench baokfM, the Permittes shall sake the necessary arrangements with materials testing laboratory to conduct these tests with certification from a professional engineer (civil). It Pavmnt Repairs 1.' Repairs to P.C.C. pavement ahall be sad* within 5 working days of completion of backfill and aboll be made of Portland Cement Concrete containing a m+nlmew of 7 Backs of cement per cubic yard. Replacement of P.C.C. pavement shall equal existing pavement Wok- uses. the concrete shall be satisfactorily cared and protect*& from disturbance for not less than 48 hours. High early cement say be required at the discretion of the Permit Inspector. 2. Concrete sideralke or curbs shall be ant to the nearest moors marks and replaced equal in dimensions to that removed with moors marks matching existing adjacent sidewalk or curb. 3. Repairs to L.C. pavmsnts sbell ba made within 5 working days of completion of backiill and.eLzll be made •._th aspbaltio concrete meeting Stator specifications, with every effort made to match the existing pavement as to color and surface texture. 4. Replacement of the roadway structural section (pavement, bane. subbase, *to.) shell be equal or better in all respects to the thickness and materials in the best portions of the existing struot- ural section. Ninimam thicknesses shall be 4" amphaltio oanoreto an 80 class II aggregate base. �� Rzoept as hereinafter provided in paragraph 3 of this subsection, all under �o and installations of pipes, cables, and conduits in a highway r gi ht of way shall be marked and designated as follows: 1. All Now Installations of Underground Croamovers, Rxo*pt 8ervioas Laterals: L timber or other suitable marker aball be installed and maintained by Parmittse outside the ditch line at locations suitable to the District Director where no curbs exist, which marker shall extend 30 inches above the roadway surface and have stenciled thereon the nature of the underground obstruction and the name or identifying symbol of the Pormittes. Where curb@ exist, the crossover shall be identified by description and name of owner'@ stenciled on curb in blaok letters on white background in a compact and legible sasnar. -4- Departnezt c. (Caltmcs) )• STANDARD SP=ILT TitV1SIG -C- ( EICAVATION LS SA,"XJILL 1 -82 V REQUIR YARKERS 2 2. All New Longitudinal Installations of Underground Pipes, Cables or Conduits: Where no curbs exist, timber or other suitable markers shall be placed adiccent tc the conduit or offset to such distance as any be specified and at intervals not in excess of 1,000 feet, at each angle point, or where nonconcentric with the highway improvement, at least every 300 feet. Where the encroachment In located in the traveled way, timber or other suitable markers shall be placed at an offset outside the ditch line at locations suitable to the District Director with an effeet distance given. Where curbs exist, the information shall be stenciled on the curb near each intersection. 3. Y.arkere should be placed so as not to interfere with vehicle recovery areae. 4. F.zceyticrs= Ia counties and incorporated cities where the Parnittes has fi2ei a r_rp =r mnpe with the County Surveyor, City Eaglnser, District Director o: Cal-trams showing the ownership and description of the under- ground facilities+ mentioned in subsections (1) and (2) above In accord- ance with o- 3inanQes, other regulations or established practice, it will not be necessa ry to mark or. designate said facilities an required above. VI .CATHODIC PROT=TIOH The Permittee shall perform stray current interference tests on under - irround utilities under cathodic protection. The Permittee shall notify Caltrans prior to the tests and perform any necessary corrective measures recommended by Caltrans. VII HIGHWAY STRUCTUFM The Fermittee 'will pay for any damage to highway structures caused by gas mine or other pipe lines carrying fla..Pbles. This includes, but is not limited to, exalosion or fire resulting from such installations regard - leas of causatlon. if repairs are not feasible, complete replacement of structure rsy be necessary. The Parmittes will identify and hold the State harmless from any and all claima for injury to person or damage to property resulting fr— each installation. VIII LMT OF EXCAVATION No excavation is to be made closer than 10 feet from the edge of the pavement except as may be specifically set forth by the permit. 11 lMOCU,LING itsvept in effecting tmergancy repairs an utilities no tunnelling will be permitted, ex:-pt no major installations as may be specifically set forth by the permit Z UNMGROUND FACILITIES Shall be in accordance with Caltran's 'policy on high end low risk underground facillitie3 within highway rights of vV.' Unless otherwise authorised, pipes and conduits shall be installed in a wanner to provide a minima- clearance of 42 inches between the top of pipe end surface. The attached Fora f7 Rev. 4-81 is part of thin permit. R Departuent. of Transportation (Caltrans) STANDARD SPECIAL PfOISION "$" (SIGNAL SI LET)e 17 Clay, 1961 This special provision sheet "H" and its attacnaerts are to be used as a minimum specification to insLail, repair and/or waintain Caltrans signals and /or Slgnol appurtenances. The following items are electrical.requiremeuLs of the permit' 1.. Traffic .signal work shall be done in accurdance With the (State of Ca.iiforr.:.a) Specifications unless otherwise specified in this permit. 2. ?as fermittee sh4l pay for any temporary wiring cr service connections required to keep the signal system in effective operation during modifica:.iun. 3. Existing traff }c signal sy* -;,ems on State hiGhways shal3 be kept in normal operation for the uenefit of the traveling Public during progress of the work. If traffic signal system shutdown 13 necessary, shutdown hours shall be limited to short periods betiween 9:00 a.m. and 3:00 p.m. as directed by the State Inspector. 4. On all permit wort: involv"a installation or revision of the State's lighting, sibmal or electrical facilities, PermLttee shall not Uy Permit Electrical Inspector at B'2131' 620 -2U30 of his intention io begin work at ]east 3) three worxiLg days in advance. 5. FieLd wiring shall be as . directed Inspector unless otherwise specif 6. The curb and /or berm or any other traffic side of any signal and /or shall remain in place until after relocated. by tine Permit Electrical Led in this permit. item of protection on the street light facilities the facilities Lave been 7. The signal and /or street light facilities shall be relocated prior to starting the road work in the area. 8. Any turn -on of new signals or the shutdown of existing electrical facilities must be cleared and approved at leas;. 0) three working days in advance with the Permit Electrical Inspector. 9. Care should be exercised in avoiding existing signal and /or lighting conduits within project iimits. 10. In event of conflict with the existing traffic signal and /or lighting systems, wuere no electricai work is authorized in the permit, call Permit Inspector at (213) 620- 2030. -2'i • ES Department of Tranlportation (Caltrans) STANDARD SPECIAL PROVISION "H• (SIGNAL SHEET) May, 1981 11. If it is necessary to disturb the traffic signal equipment or if any damage to the equipment is incurred, all work or repairs shall be expeditiously pursued and %dll be the responsibility.of the Permittee at no cost to the State. 12. All repairs shall be made within.thirty (30) days after incurring the damage. All damage causing an immediate danger to public health and safety shall be made immediately. 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W • BY THE CITY COUNCIL Way 9, 1983 CITY OF NEWPORT BEACH CITY COUNCIL AGENDA O MAY 091983 ITEM NO.F- ,G ) TO: CITY COUNCIL FROM: Public Works Department ' SUBJECT: MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REHABILITATION (C -2339) RECOMMENDATIONS: 1. Approve the request of John T. Malloy to be relieved of his low bid on the lining alternative for the project, and for the ac- companying bid bond to be exonerated. 2. Award Contract No. 2339 to Ameron, Inc., for $88,158.00 (Lining Alternative) and authorize the Mayor and the City Clerk to exe- cute the contract. DISCUSSION: At 11:00 A.M. on April 16, 1983, the City Clerk opened and read the following bids for this project: * ** Lining Alternative * ** Bidder Amount Low John T. Malloy and John T. Malloy, $ 87,441.00 Inc., J.V. 2 Ameron, Inc. 88,158.00 3 Robert G. Castongia, Inc. 129,005.00 4 Spiniello Construction Co. 141,985.00 * ** Replacement Alternative * ** Bidder Amount Low John T. Malloy and John T. Malloy, $109,536.00 Inc., J.V. 2 George Dakovich & Son, Inc. 133,560.00 3 Robert G. Castongia, Inc. 150,020.00* 4 D. G. Concrete Construction 150,150.00 *Corrected bid total is $149,020. I Subsequently, the apparent low bidder, John T. Malloy, requested to be relieved of his bid and that his bond be exonerated because of omissions in a subcontractor's quotation. Malloy's documentation appears to provide ample justification for relief. See attached letters from Malloy and his sub - contractor, and a memorandum from the City Attorney. The second low bidder for the lining alternative, Ameron, Inc., is prepared to perform the work. Ameron's bid is 44% above the Engineer's esti- mate of $61,125. Ameron has successfully performed recent contracts for the City. 0 May 9, 1983 Subject: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation Page 2 Contract 2339 provides for the rehabilitation of deteriorated cor- rugated steel storm drain pipe in Corona Highlands and adjacent to Pacific Coast Highway (see attached sketch). Ameron's rehabilitation method for the lining alternative consists of a machine - placed cement - mortar liner within the existing pipe. Such construction is desirable in that (1) the work may be quickly accomplished with minimal inconvenience to street traffic and ad- joining property owners, and (2) the completed product is competitive in flow characteristics and price with a pipe replacement alternative. This lining technique has been successfully used by other agencies (but not the City) as an alternative to a more expensive pipe replacement. Adequate funds are budgeted under Account No. 02- 3497 -250. Plans and specifications were prepared by ASL Consulting Engineers. The project is being expedited so that all work may be completed by June 30. Subsequently, the entire Corona Highlands tract is to be resurfaced under a separate contract. Benjamin B. Nolan Public Works Director LRD:jd Att. 3 JOHN T. MALLOY. INC. 606 NO. LARCNMONT BLVD. GENERAL ENGINEERING CONTRACTOR LOS ANGELES, CA. 90004 PIPE LINE CONSTRUCTION STATE LICENSE NUMBER 350287 (213) "2705 April 19, 1983 City of Newport Beach Public Works Department City Hall Newport Beach, California Att: Ben Nolan, Public Works Director Re : Contract No. C -2339 Dear Mr. Nolan: Enclosed please find a letter Services, Inc. in relation to Due to this omission on their be relieved of my bid on the this project. I respectfully be exonerated. Yours very truly, o& I Ot John T. Malloy JTM:mm Encl. from Rodding Cleaning the above -named project. part, I request that I Lining Alternative for request that my bid bond A Dtm pE N�4p4`�yg�C��s c y RODDING CLEANING SERVICES, INC. Specializing in today's needs for environmental protection. 761 N. Cahuenga Blvd. • LosAngeles, CA 90038 • (213) 466 -2121 2585 Nicholson St. • San Leandro, CA 94577 • (415) 357 -8875 April 18, 1983 John T. Malloy John T. Malloy Company 606 N. Iarctmmcnt Blvd. Ins Angeles, CA 90004 RE: Slip - lining prices for Newport Beach Dear John: Mien calculating the costs of slip - lining for the City of Newport Beach, two items of substantial value were omitted. Item 1. Grouting of the annular space. 51 cubic yards @$150.00 /yard. $7,650.00 Item 2. Special welding of angular points and their fittings. 10 special welds and 21 fittings. $6,700.00 $14,350.00 The areission of these items was inadvertent and not a common occurrence in our bidding procedures. However, they were discovered, and since these oversights represent 21% of our sub -bid, it is clear that we would be providing our services at a financial loss. We apologize for these errors and request that R)dding- Cleaning Services be relieved of its obligations in the sub -bid for contract no. C -2339. Sin y' J t/Y Char es K Rayner 0 Sales Manager RECEIVED APR i 9 1983 DE CITY Of NEWPORT � BEA(;ii I 0 • OFFICE OF THE CITY ATTORNEY MEMORANDUM April 21, 1983 To: Lloyd Dalton, Design Engineer Public Works Department From: Robert H. Burnham - City Attorney Re: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation (C -2339) We reveiwed the documentation that you have supplied regarding the request of John T. Malloy, the low bidder on the above referenced contract, to be relieved of his low bid on the lining alternative for the project. It is our opinion that the bidder has established grounds for relief and should be relieved of his bid by consent of the City Council. It is our understanding that a sub - contractor for the bidder failed to include, in the sub -bid, certain costs which were listed on the back of one of the work sheets. The omissions constitute a substantial part of the sub -bid, the sub -bid was the major component of the bid submitted by Malloy, and thus the bid was materially different than intended. The bidder notified the City of the error within five days after the opening of the bids. Pursuant to the provisions Section 5101 and 5103 of the Public Contract Code a bidder may be relieved of his /her bid either by consent of the awarding authority or pursuant to judgment directing the local agency to grant such relief. In order to obtain a judgment granting relief the bidder must establish that: 1. A mistake was made: 2. Notice of the mistake was given to the public entity within five days from the date on which bids were opened; 3. The mistake made the bid material different than intended; 4. The mistake was clerical in nature and not due an error in judgment or carelessness in inspecting the site or reading the plans. According to the facts that you have supplied a bidder can establish the grounds necessary for a court judgment granting relief from his bid. Under these circumstances there appears to be no justification to withhold consent to force such relief. 1 ' 1 oQ I ID \ o \ b i 1 a- < X W w � Q I z I� z O W Q < I x a I O ~ 0- J I c m I a o a f- x W cc T �b bib I I I II ,I I 1 it Q 3 x a 0 U / I LL U a THE NEWPORT ENSIGN PROOF OF PUBLICATION (2015.5 C.C.P.) STATE OF CALIFORNIA, ss County of Orange, I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in the above - entitled matter. I am the principal clerk of the printer of the Newport Harbor Ensign newspaper of general circula- tion, printed and published weekly in the city of Newport Beach, County of Orange, and which news- paper has been adjudged a newspaper of general circulation by the Superior Court of the County of Or- ange, State of California, under the date of May 14, 1951, CASE NUMBER A -20178 that the notice, of which the annexed is a printed copy (set in type not smaller than nonpareil) has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates to -wit: btit�., 3 I certify (or declare) under penalty of perjury that the foregoing is true and correct. Dated at Newport Beach, California, this jt'day of dT(�-, 19 � '> Signature THE NEWPORT ENSIGN This s• a is for the County Clerk's Filing Stamp Proof of Publication of PROOF OF PUBLICATION A • • c March 28, 1983 CITY COUNCIL AGENDA ITEM NO. rr — t I)_ TO: CITY COUNCIL FROM: Public Works Department SUBJECT: MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REHABILITATION (C -2339) RECOMMENDATIONS: Approve the plans and specifications. Authorize the City Clerk to advertise for bids to be opened at 11:00 A.M. April 15, 1983. DISCUSSION: The Capital Improvement budget includes a $152,000 appropriation for the replacement of deteriorated corrugated steel storm drain pipe in Corona Highlands and adjacent to Pacific Coast Highway (see attached sketch). Plans and specifications have been prepared by ASL Consulting Engineers (ASL) to permit either the installation of a liner material within the existing storm drain pipe or the replacement of the existing pipe. The liner may be either a machine placed cement mortar (such as S unline by Ameron), a polyester resin insertion (such as Insituform by Underground Surveys Corp.) or a polyethylene sleeve (such as Dri'sco —pig Phillips 66). All of these liner materials have been successfully used by other agencies (but not the City) as an alternative to pipe replacement, especially for projects where the pipe is relatively inaccessible or remote, or where pipe replacement would necessitate a costly relocation of utili- ties or reconstruction of surface improvements. ASL's construction estimate is $61,125 for the lining alternative and $109,080 for the replacement alternative. As a maintenance project, the work is categorically exempt from coastal development permit requirements per Section II.B.4 of "Interpretive Guidelines on Exclusions from Permit Requirements" issued by the California Coastal Commission. The project is also categorically exempt from provisions of the California Environ- mental Quality Act per Section 15102 of the Act. An encroachment permit has been obtained from CalTrans for work within State right -of -way. The permit requires that such work be completed prior to June 10, 1983. The contract requires that all work on the project be completed by June 30. Subsequently, the entire Corona Highlands tract is slated to be resurfaced under a separate contract. al Benjamin B. Nolan Public Works Director LRD:jd Att. 1 I 0 \1 0 CA a 0 J I I m m I I a CL 0 CO X I � a / I � Q ✓� � I I f,vvr • i ii Ifl Ill fl�l�l ^ Y ITI � 111 I11 i< I1I Ijl I III a :g LU cr Fin o �y� U ?i z I� s Irl I I• s I III' III• III .11 . III � �'•1 I B Ili II j *E >J— ._NJ I I I• yII pI F cc $ = Ei v us o w �i W z ► 0 I j 1 g ow ... W IIT < �g Z �II I I f t l l l l it II II II II II II II II I I� � I I 1ItIt p Jlati W fill, m;: c . ;I a- .at$FpaF Q a - -$ 1� $ U t B '► a t m z Ir }g� a$k° i:rFiE((�kE� s i a> i $ ks _', :_- � � 1•Io dr �F• a U I =$gH R cc 11112 ,. I E.gl� all �a 8 sa gI � ♦r�� ;�ja J Z pg� F �f gr ja((tb i i 0 * * * ASTM D- 2321 -74 * * * �S1M AMERICAN NATIONAL ANSI /ASTM D 2321 - 744 STANDARD Standard Recommended Practice for UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE' This Standard is issued under the fixed designation D 2321; the number immediately following the designation indwatea the year or original adoption car, in the fare or revision, the year of lass revision. A number in parentheses indicates the year or Iasi nspproval. • Non 1 - Ednorisl so oe iom were made tbnogboat in November 1976. Non 2- Section 2 as printed was added and subsequent sections were renumbered in October 1977. Non 3 -Nose XI wss added editorially in Dezember 1977. Non 4 -A sate in section 9.1.1.1 was added editorially in September 1978. 1. Scope 1.1 This recommended practice describes procedures for installing single -wall thermo- plastic sewer pipe in excavated trenches. These installation procedures are predicated on the assumption that the pipe will perform in accordance with "flexible conduit" theories. Consideration should be given to allowable deflection so as not to impede jointing. cleaning operations in sewers, future tapping. nor create excessive side -fill soil pressures or vertical and horizontal deflection or the pipe nor impair flow capacity. 2. Applicable Dootmeab 2.1 ASTMStandardr. D2412 Test for External Loading Prop- erties of Plastic Pipe by Parallel -Plate Loadings D2487 Classification of Soils for Engi- neering Purposess D2488 Recommended Practice for De- scription of Soils (Visual - Manual Pmce- dure)P 3. Ceaeral Requirements 3.1 The pipe should be bedded true to line and grade with uniform and continuous sup- port from a firm base. Blocking shall not be used to bring the pipe to grade. 3.2 Backfill material properly placed and compacted will provide lateral support against deflection in the pipe diameter, 4. Significant Factors In Pipe -Soil Interac- tions 4.1 The nature and particle sire distribu- tion of the material used in bedding, haunch - ing, and initial back - filling, as well as the manner and care with which it is installed, are important factors in achieving satisfactory installation of flexible conduit. The amount of diametric deflection that can be anticipated during installation is related to the nature and gradation of the embedment material and pipe stiffness as well as the care with which it is placed under, around, and over the pipe. Thus, careful consideration should be given in choosing these materials and the method of placement and compaction. S. Terminology 5.1 Because sewer installation terminology used varies throughout the country. Fig. 1 has been prepared to illustrate the meaning and limits or the terms "foundation; "'bedding," "haunching'." and "initial backftll" as ussd in this document. ' 'This recommended practice is under the jurisdiction of ASTM Committer F -17 as Plastic Plpiag System and is the direct responsibility of Subeammittae V17.62 0o Sewer Pipe. Current edition approved Nov. 4. 1974. Published Jan- uary 1973. Originally ppuublished as D 2321 - 64. Wt pre= vines edition D 2321 - 72. •A,emwllook o /ASTM S/aada dr. Pan 34. • A., at Dool of ASTM Snsndorde. Pan 19. • Data supporting the referencing{ of these standards Bury be obtained from ASTM Headquarters. 1916 Rase St.. Phi's iciphu. Pat. 19103, by requsatmg RR: F -17 -1002. AB -1 ti I 0 0 490 D2321 6. Embedment Materials 6.1 Embedment materials listed herein include a number of processed materials plus the soil classifications listed under the Unified Soil Classification System (USCS) (Method D 2487 and Practice D 2488)! These mate- rials are grouped into five broad categories according to their suitability for this applica- tion. 6.1.1 Class I— Angular, 6 to 40 -mm (Ve to 1 Si -in.), graded stone, including a number of fill materials that have regional significance such as coral, slag, cinders, crushed "stone- and crushed shells. 6.12 Class 11 --Coax sands and gravels ,with maximum particle size of 40 mm (I 'A in.). including variously graded sands and gravels containing small percentages of fines, gcner- ally granular and non - cohesive, either wet or dry. Soil Types GW, GP, SW, and SP are included in this clan. 6.1.3 Class III —Finn sand and clayey gravels, including fine sands, sand -clay mix- tures, and gravel -clay mixtures. Soil Types GM, GC, SM, and SC are included in this clan. 6.1.4 Class IV—Silt. silty clays, and clays, inuuding inorganic clays. and silts of medium to high plasticity and liquid limits. Soil Types MH, ML, CH and CL are included in this clan. These materials are not recommended for bedding, haunching, or initial backfill. 6.1.5 Class Y This class includes the or- ganic soils OL, OH, and PT as well as soils containing frozen earth, debris, rocks larger than 40 mm (I % in.) in diameter, and other foreign materials. These materials arc not recommended for bedding, haunching, or ini- tial backftll. T. Tread Coaat,m ion 7.1 During preparation of the trench, cer. tin conditions may be encountered requiring .pecial treatment in order to provide adequate bedding and foundation or to stabilize trench wilts or bottom. Conditions that may be an- ticipated are described in this section. 7.1.1 Stable Trench Walls —The width of the trench at any point below the top of the pipe should not be greater than that necessary to provide adequate room for joining the pipe and compacting the haunching and initial backfull. Note that the trench width at the top of the pipe directly affects the soil load imposed upon the pipe. In narrow trenches compaction or foundation, bedding, haunch- ing, and initial backfill should extend to the trench wall. 7.1.2 Unsta6k Trench Walls —Where an unstable or Ahning soil condition is encoun- tered in the trench wall, such as may be found by excavation below ground water, stabilize this condition before laying the pipe. De- pending upon the severity of the condition, the engineer may elect to use tight sheeting, stay bracing, or a trench box to control such trench conditions during the course of pipe - laying operations. If the condition is too severe, it may be necessary to leave the sheeting in place or utilize chemical or cement grouting of the soil adjacent to the excavation to pre- vent lateral migration of both the material used beneath and around the pipe and trench wall material. Well points or under -drain may also be used to control excessive ground water conditions. Take care to prevent displacement of the running soil or removal of sand or sill during dewatering. To obtain the desired lateral support for pipe laid, under unstable trench wall conditions where sheeting or other similar means are not left in place, the trench width should be a minimum of Eve pipe diam- eters. 7.13 Unstable Tench Bottom —Where an unstable trench bottom condition is encoun- tered, it must be stabilized before laying pipe or alternative foundation methods utilized. The engineer may elect, depending upon the severity of the unstable soil, to require special foundations such as wood pik or sheeting capped by a concrete mat upon which bedding shall be provided, wood sheeting with. keyed - in plank foundation, or stabilization of the bottom material. In the latter case the urgi- neer may require that a sufficient depth of the unstable soil material be removed and m- placed with a foundation and bedding of proc- essed stone or processed gravel, suitably graded, and acting as an impervious mat into which the unstable soil will not penetrate. The depth of this processed material used for foundation and bedding shall depend upon the severity or the trench bottom soil condition. Install such special foundation and bedding material in 150-mm (6 -in.) layers and suitably puddle or compact to a minimum of 90 per- AB -2 0 490 cent Standard Proctor Density. If the founda. lion contains sufficient large particles to create a hazard to the pipe, provide a cushion of acceptable bedding material between the foundation and the pipe. 7.1.4 Over - excavation —During the course of construction, should the trench be inadvert- ently over - excavated below a point 150 mm Win.) below the bottom of the pipe, but not beyond a point 300 mm (12 in.) below the bottom of the pipe, fill that area of over -cx - cavation with an acccptabk class or embed. merit material and compact to a minimum of 90 percent Standard Proctor Density, regard - less of soil type. Fill any area of over- excava- lion beyond a point of 300 mm (12 in.) below the bottom of the pipe with processed stone or processed. gravel in the same manner as re- quired under 7.13. 7.1.5 Running Water —Under certain con- ditions, the engineer may be faced with an unusual amount of water running in the trench which he may find necessary to remove in order to properly lay the pipe. The engineer may elect to simply remove the water with trcochside pumps through the use of Class I material for bedding. The depth of Class 1 material will depend upon the amount of wa- ter, but take care to ensure that the trench wall soil material is such ?bat it will not be removed from the area adjacent to the bed- ding as a result of the running water. The en- gineer may also elect to utilize well points or under -drain to control excessive ground water. If Class I material is used as bedding and under -drain, it must be utilized at least up to the spring line of the pipe to avoid loss of side support through migration of Class 11 or Ill haunching material into the bedding. 7.1.6 Rock E.reavarion —When the pipe is to be laid in a rock -cut, provide 100 to 150 mm (4 to 6 in.) of bedding. Class I, Class 11, or Claw 111 material may be utilized- If run- ning water is encountered in the rock -cut, use the procedures described in 7.1.5. Pipe under - drain may be necessary, depending upon the amount of water present. 7.1.7 Wide Trench —Take care during ex- cavation to provide as narrow a trench as practical at a point level with the top of the pipe (see 7.1.1). If the trench width is greater than 6 pipe diameters, haunching and initial backfill should be compacted to a point at 40 D 2321 least 2.5 pipe diameters from either side of the pipe. Depending upon the severity of trench conditions, bedding, and foundation should be compacted at ,least to the same point or wider and, if necessary, to the trench wall. Where an unstable trench bottom is encountered, the entire trench bottom should be stabilized. 7.1.8 It is recommended that a soils expl6ra- lion program be conducted prior to excavation to determine, in advance, soil conditions that relate to trench construction. & Bedding 8.1 Prior to pipe installation, carefully bring the bedding material to grade along the entire length of pipe to be installed. To ensure that adequate and uniform support is pro- vided under the pipe and to avoid differential settlement of the pipe, certain procedures should be adhered to and precautions taken as outlined herein. 8.1.1 Class I Material —When Class 1 ma- terial is used for bedding, little or no compac- tion is necessary due to the nature of the an- gular particles. A depth of from 100 to 150 mm (4 to 6 in.) of Class I material is gener- ally sufficient to provide uniform bedding. Depending upon the trench conditions en- countered, the engineer may elect to use a lesser depth of bedding with this material, such as in the cue of unstable trench bottom, 7.13, or a greater depth such as in the case of running water, 7.1.5. A flat shovel is fre- quently used successfully to work the surface of Class 1 material to provide a level and uni- form bedding. If Class 1 material is used for bedding, it must also be utilized for haunching at least up to the spring line of the pipe to avoid loss of side support through migration of Class 11 or 111 haunching material into the bedding. 8 -1.2 Class 11 Material—Take care with Class 11 material to provide a uniformly compacted bedding. Excavate the bedding material or place to a point above the pipe bottom, determining such point by the depth of loose material resulting in preparation of the bedding and the amount of compaction that will be required to bring the material to grade. Use hand or mechanical tamping to compact the bedding material to a minimum 85 percent Standard Proctor Density. Slightly AB -3 0 0 damp material will generally result in max- imum compaction with a minimum of effort. If water is added to improve compaction or if water exists in the trench, take care to avoid saturation of Class 11 material, which could result in additional «ability problems of the bedding. Carefully bring the surface of the bedding to grade after compacting it. 8.r.3 Class III Material— Provide uniform pipe bedding for Class 111 material in the same manner as outlined in 8.1.2 except use hand or mechanical tamping to compact the bedding material to a minimum of 90 percent Standard Proctor Density. Take care to avoid excessive moisture in Class III material when used for bedding. 8.1.4 Class 1V Material— Because of the nature of Class IV material, compaction of this material with normal methods poses un- usual problems in providing a uniform bed- ding for the pipe. Therefore, when excavating a trench in this type of soil, take extreme care to provide a uniform undisturbed trench bottom immediately following excavation. 9. Haanching and Initial BacldBl �9.1 To ensure conformance with the scope of this recommended practice, minimal instal- lation procedures relating to haunching and initial backfill are outlined herein. 9. 1.1 Cars 1 Material. 9.1.1.1 Wes Conditions —in any area where the pipe will be installed below existing or future ground water levels or where the trench could be subject to inundation Class 1 material when used shall be placed to the top of the pipe. A minimum of effort is needed to compact the material. However. in the initial stage of placing this type of material, take care to ensure that sufficient Class I material has been worked under the haunch of the pipe to provide adequate aide supporL Take precau- tions to prevent movement of the pipe during placing of the material under the pipe haunch. Except for the protection of the pipe from large panicles of backfill material, little care need be taken and no compaction is necessary in plac- ing backfill material in the balance of the initial backfill area above the pipe. Where unstable trench walls exist because of migratory mate risk such as water - bearing silts or fine sand, take cue to prevent the loss of side support 0 02321 through the migratory action. Nara —Due to the angular nature of the panicles. Class 1 materials may have a high percentage of voids. If such material is used as bedding and if sand or other Class 11 materials are used as haunch- mg or initial backfill, or both, ground water move- merit can cause the finer materials to migrate into the voids of the Class 1 material. It has been demonstrated that this results in loss of side sup- port which increases the pipe deflection. 9.1.1.2 Dry Condition —In any area where ground water will not ! experienced at any time above the level of the foundation ma- terial or where the trench will not be sub- ject to inundation place. Class I material to the spring line of the pipe. Follow the procedure described in 9.1.1.1 for placing Class 1 material. If Class II or III material is used above the spring line, achieve compaction consistent with 9.1.2 and 9.1.3 depending upon the material used. 9.1.2 Class 11 Material —Place Class 11 material to the spring line of the pipe and compact by hand or mechanical tamping. However, in the initial stage of plating this material, take care to ensure that sufficient Class 11 material has been worked under the haunch of the pipe to provide adequate side support. Take precautions to prevent move. ment.of the pipe during placing of the mate- rial under the pipe haunch. Place initial backfill material in two stages; one to the top of the pipe and the other to a point at least 150 mm (6 in.) over the top of the pipe. Compact each stage of haunching and initial backfill by hand or mechanical tamping to a minimum of 8s percent Standard Proctor Density. If the remaining backfill material contains large particles which could damage the pipe from impact during placement, in- crease the second stage of initial backfill to a point at least 300 mm (12 in.) over the top of the pipe. If the trench width is less than twice the diameter of the pipe where the moisture content at the pipeline grade is negligible and not subject to seasonal or local variations, Class 11 material can be installed for pipe haunching in a dry state by hand placement with no compaction. with similar trench moisture conditions, puddle or hood backfill materials to achieve consolidation except during freezing weather. Place the haunching to the spring tine of the pipe, then puddle or flood. Place the initial backfill to provide a AB -4 0 .• 0 225-mm (9 -in.) cover over the top of the pipe, then puddle or flood. Allow time for the pud- ,dled or flooded mass in each layer to solidify until it will support the weight of a man. Apply only enough water to give complete saturation of the haunching and backfill ma- tcrial. Drain off excess water or it will retard the drying and consolidation of the baunching and backfill material. 9.1.3 Class III Material —Place Class 111 material with Cam under the lower haunch area of the pipe, compact, and then place ad- ditional material to the spring line of the pipe. If Care has been taken to shape the bedding material to the curvature of the pipe, only one stage of placement will be required to bring the haunching material to. the spring line of the pipe. In either event, thoroughly compact the haunching material to a minimum of 90 percent. Standard Proctor Density. Take pre- cautions to prevent movement of the pipe during placing of material under the pipe haunch. Perform initial backfilling in the same manner as outlined under 9.1.2, using band or mechanical tamping, but achieve a minimum of 90 percent Standard Proctor Density. 10. Pipe Stiffness Requiremeso 10.1 For pipe stiffness requirements, see Appendix. 11. Spet9al Problems 11.1 Bell Holes for Elastomeric Seal Joints —When the pipe being installed is provided with elastomeric seal joints, bell holes shall be D 2321 excavated in the bedding material to allow for unobstructed assembly of the joint. Care should be taken that the bell hole is no larger than necessary to accomplish proper joint as- sembly. When the joint has been made, the bell hole should be carefully filled with bed- ding or haunching material to provide for adequate support of the pipe throughout its entire length. 11.2 Minimum Cover for Load Application - Provide at least 900 mm (36 in.) of cover over the top of the pipe before the trench is wheel- loaded, and 12W mm (I8 in.) of cover before utilization of a hydrohammer during compaction- 11.3 Use of Compaction Equipment —Takt cam to avoid contact between the pipe and compaction equipment. Compaction of haunching, initial backfill, and backfill mate- rial should generally be done in such a way so that compaction equipment is not used di- rectly above the pipe until sufficient backfil! has been placed to ensure that such compac- tion equipment will not have a damaging ef- fect on the pipe. IIA Removal of Trench Protection —If sheeting or other trench protection is re- moved, take care so as not to disturb fire. viously constructed foundation bedding. haunching, and initial backfill. If it has been necessary to place or drive sheeting'or-other trench protection below the top of the pipe. consideration should be given to leaving in place this portion of the sheeting or trench protection, since its removal could jeopardize the side support necessary for "flexible con- duits." APPENDIX XI. PIPE S IFFNESS REQUIREMENTS X1.1 Pipe having a "pipe stiffness" when meas- ured at 3 % deflection of 17 NJcrn' (25 psi) or greater when tested in accordance with Method D 2112 has been found to perform satisfactorily when installed in accordance with the procedure outlined in this specification. Pipe stiffness is defined as follows. PS - F /Cy where. PS - pipe stiffness, N /cm'(or psi). F - recorded load. N /liner cm (or lb /linear in.) of pipe, and Ay " recorded deflection. cm (or in.) Nora X 1 -The 5 % deflection criterion. which was arbitrarily selected for testing convenience. should not be considered as a limitation r-ith re. sped to in-use deflection. The engineer is response bk for establishing the acceptable deflection. AB-5 � s r 1 Qb D 2321 1N777AL AwAna- EMaEDMtAlT A-Al717JAL HAVACHIAG BEDING hwYD. 6/H 150 MM Fq AOanow (MAY KJT BE R ixim Er) nC, I Tnwb Cs Seth S/o.L j TrrrJwdoO RA+'O"W o a lew PI Ass urrnrd T/r Aswrnra SorMTfw Trnlwl wwI Ahilr/ials Ia4s wposlnon rrsprr -' 11'. 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Ja 1910!. •AAA •401 MAednk • fw hw Aswiwj rrjwdi•j .1 r row. m Jadbj .,afoniow 1h�, wv ..ar apprd w IAe ASTM Dowd of Dilmo -1 .1 1 II 1 1 1 1 1 I 11 CONSULTING ENGINEERS ALDERMAN, SWIFT S LEWIS October 13, 1982 RECEIVED City of Newport Beach nJ�r ,3 1982 3300 Newport Boulevard OEPARTfiENT OF PUBLIC WORKS Newport Beach, California 92660 CITY OF NEWPORT BEACH Attention: Mr. Lloyd Dalton Subject: Capacity Analysis of the existing storm Drain Systems in Morning Canyon Road and Seaward Road Dear Mr. Dalton: FRANK E. ALDERMAN FOUNDER WILLIAM 0 LEWIS PESAENT FRANK M. SWIFT ENI.. cICE ERESICENT LEWIS W. GARBER ICE -RESIDE" DOUGLAS J REINHART CE PPESIDEN, RO sN NLAMAR VICE INES'DENT u-sm'.'ub ZAREH G. ASTOURIAN ASSOCIATE THOMAS N. O'LAUGHLIN ASSOCIATE ROBERT H REINEN SDC•ATE The City of Newport Beach directed ASL Consulting Engineers, to prepare a letter report for the Morning Canyon Road and Seaward Road storm drain systems in which design discharges and flow directions are determined, deficiencies in the existing systems are identified and solutions to the deficiencies are developed. The drainage area totals 40 by Buck Gully, on the south the north by the San Joaquin residential. acres and is bounded on the west by Pacific Coast Highway and on Hills. The land use is entirely The existing storm drain facilities in Seaward Road begin at the intersection of Seaward Road and Serra Avenue with two catch basins which drain southerly along Seaward Road in a 18" CMP to the catch basin at the intersection of Pacific Coast Highway and Seaward Road. A 24" CMP exits the catch basin and parallels Pacific Coast Highway for 70'+ where it then turns northerly to its concrete headwall outlet at Buck Gully. The existing Morning Canyon Road storm drain facilities begin at the intersection of Seaward Road and De Anza Avenue with three catch basins which drain southwesterly along Seaward Avenue to a catch basin at the intersection of Morn- ing Canyon Road and Seaward Road. A 30" CMP drains southerly along Morning Canyon Road to a catch basin at the intersection of Pacific Coast Highway and Morning Canyon Road, thence northeasterly in a 30" CMP, paralleling Pacific Coast Highway to its outlet in an unnamed canyon. 0 1201 EAST WARNER AVENUE • SANTA ANA, CALIFORNIA 92705 • (714) 979 -1761 0 100 EAST HUNTINGTON DRIVE • SUITE 200 • ALHAMBRA. CALIFORNIA 91801 • (2131 792 -3096 • (213) 682 -2178 0 2045 EAST TAHOUITZ- McCALLUM WAY • PALM SPRINGS. CALIFORNIA 92262 • (7141 320 -4220 • (714) 320 -4231 M7:�7 i-�_l w+v• YIOEi]M 4N. SWIFT 6 LEW49 City of Newport Beach Mr. Lloyd Dalton October 13, 1982 Page - 2 - The hydrology study follows the Rational Method as outlined in the 1973 Orange County Hydrology Manual. The aerial photograph prepared by R. J. Long and Associates in April 1979, with a scale of 1" = 200' and 5' contour intervals was used to prepare a detailed drainage area and flow direction map (Plate 1) and a catch basin hydrology map (Plate 2). The capacity of the existing Morning Canyon Road storm drain system is adequate for the design discharges. If the existing system were to be slip -lined because of deterioration of the CMP, the lined system would still have adequate capacity. Assuming that the system was relined from its outlet to the intersection of Morning Canyon Road and Seaward Road the slip -line operation would cost approximately $32,000. An additional catch basin and connector pipe is required at the intersection of Morning Canyon Road and Seaward Road which brings the total project cost to $47,617 (see Table 1). The Seaward Road storm drain system is not adequate to carry the design discharge. The sump curb opening catch basin at the intersection of Pacific Coast Highway and Seaward Road does not have the capacity to inlet the design discharge without ponding. In addition, the existing 24" CMP between the outlet and the catch basin at Pacific Coast Highway does not have adequate capacity. Under existing conditions the HGL elevation at the catch basin on Seaward Road and Pacific Coast Highway is 89' with a top of curb elevation of 87'. The existing 18" CMP in Seaward Road is also inadequate. The HGL elevation at the intersection of Seaward Road and Serra Avenue is 130' while the ground elevation is 107'. If the Seaward Road storm system were to be slip -lined the HGL elevations would remain above the ground elevations and the system would not be adequate to convey the design dis- charge to Buck Gully. It is recommended that a 18" RCP be installed to replace the existing 18" CMP in Seaward and that a 24" RCP be installed to replace the existing 24" CMP between Pacific Coast High- way and the outlet. Additionally, the catch basin at 1 I 1 1 1 .1 I 1 i 1 1 1 1 1 1 1 ALDERMAN, SWIFT S LEWIS City of Newport Beach Mr. Lloyd Dalton October 13, 1982 Page - 3 - Seaward and Pacific Coast Highway should be increased to 10' in length. The cost of constructing these improvements is expensive due to the existing improvements that would be impacted. The existing 24 inch CMP is located beneath the sidewalk which parallels Pacific Coast Highway and then crosses private property to the outlet in Buck Gully. It is estimated that the cost of constructing the pipeline and catch basin would be $111,270 (see Table 2). We hope that this report will give a clearer understanding of the drainage patterns for the subject site. If you have any question regarding this information please call. Sincerely, i William E. Bennett WEB: bjb ' TABLE 1 - PRELIMINARY ENGINEER'S ESTIMATE OF COST ' MORNING CANYON ROAD iSTORM DRAIN SYSTEM 1. 1em Description Quantity Unit Price Total 1 Slip Line 30" CMP 550 L.F. $45.00 $ 24,750_ Slip Line 24" CMP 130 L.F. 40.00 5,200 Slip Line 18" CMP 100 L.F. 30.00 3,000 4 Catch Basin L = 10' 1 EA. 2,000 2,000 18" RCP (Connector Pipe) 20 L.F. 60.00 1,200 Junction Structure 1 EA. 1,500 1,500 7 Traffic Control -- S. -- 1,000 Subtotal $ 38,650 10% Contingency 3,865 Subtotal 42,515 ' 128 Engineering & Admin. 5,102 1 [1 ' lculated by 'iecked by .1 proved by _ MM TOTAL $ 47,617 E.N.R. No. Job No. 606.13 Date 10/82 TABLE 2 - PRELI14INARY ENGINEER'S ESTIMATE OF COST SEAWARD ROAD STORM DRAIN SYSTEM Description Quantity Unit Price Total 1 24" RCP 300 L.F. $200.00 60,000_ '? 18" RCP 320 L.F. 60.0 .19,200 ,3 Catch Basin (Modify) 1 EA. 1,000. 1,000 4 ' Traffic Control Subtotal -- L.S. -- 2,000 $ 82,200 ' 108 Contingencies 8,220 .Subtotal $ 90,420 ' 12% Engineering and Administration 10,850 1 1 'alculated by WB Checked by 'pproved by TOTAL $ 111,270 1 E.N.R. No. Job No. 606.13 Date 10/82 v k fye w� 6 � L X - 4 tPt o'1�.. {' . 234 !M jet ♦ p . 7i , IL 4 F a ,t y'ky. � ♦�f�'�l � � 1 C§�- i�' � �.� � !•� [ . .. �� .:, •v:a. :.: rte„ � � ``[�� "n+,y`*�. � � ay /�.- 4r J \ T 1 C_ I s 0 �IX I \ ` 3T0. U.PB FACE H �I -� EGiSe- OF 6.Y /ST. P ✓MT ' �- TO Ep,,� qpG NAB N V I TO GAGUiYA BGif/• IF I �ra PLATE CONSULTING ENGINEERS stag: i- ' 7 1 1 ' LOT 1 --Td cLeez�vo c�c,v,4.�; 1 ' t �q V 3 V� I 2D7. LTG. P Cf/.P FACE tea - OLAN M/X � tiN ca 57 N N /23 7 LOT 3 S Q5PLATE 'n CONSULTING ENGINEEPS .4 1 1 1 1 1 '1 1 1 i 1 1 1 1 1 1 1 1 1 1 SHEET NO. JOB N0. •/3 BY � DLO CONSULTING ENGINEERS SIGNATURE �/ /i r-� OATEIS.2/_12LW- SUBJJECTT .C-IT )/ (ir' p t-4 /'- 1 02 J^ p L' 4 OFFICE M' ) -'Y %/✓ {..'1 DEPT. C- APAS /t1E5 C. 3. vt /, X1 5'/ - -G -a 1 2 q1� a 4.1 L-F5 5 = 5% /Sz = 2.Q > d o. 3/' = /8.3 '> d = o' ':I0, tt 3 ck = 15.3 GFS S �. 15, 3 - 7 a QCfi122 / OvE�,: Ca #W q�o11,5 GF5 5 = Il c, 39 3c) c)� (N t6a� 8 LFS QCAIZ L-/ ovEi2 cF5 3q,? d 0.35 U -/Ter' � GAR -2/ O✓y� LF5 1 1 1 1 7 1 '1 1 1 1 1 1 1 1 1 1 �1 E-- JOB % F; L� SHEET NO. 2- �'��OF ��i_,7� O JOB NO..J(0"_ -3A BY /✓� CONSULTING ENGINEERS SIGNATURE DATE 10h 7J a2- SUBJECT li �/" NE4 ✓/"0�_% L: '�r'�1 %7 OFFICE "CV-91-11N6, GHNYOJJ �-t / H '�/'•/ / DEPT. SPA 1, ) lE:5 OVA 71 �-• -,: >_T /_' F i= . / /,- - /ter_^ _ Y = O - e�J SHEET N0, OF Joe No. %3�'J BY � -T CONSULTING ENGINEERS SIGNATURE OATE% p SUBJECT OFFICE �L/ �/✓h� "��i�!�l y /`.���� "/ l ! !�. DEPT. , t -# Z iQ kip / 3 `, G �A�R -y oie% i r, r i Given: C. 13. 11 CIT1iB' OPENING (SUMP (a) Discharge Q J-5 _ 127 CFS (b) Curb type "A -2" "D" 4" Rolled 6" Rolled Solution: 11 (depth at opening) _ 10 inches h (height of opening) _ (7 inches 11 1h = Jo / 0 From Chart: Q /ft. of opening = z.0 CFS L required = /rj 7 / z, O = 8.85 ft. U S E L = ft. A114A OGG 640, -31- i 'i i ! d -{=!z { .9 8 /o 6 i g 9 ¢ z .7 !S z5 z �- b 7 .' g .g .a� -' y w 7 — t5 / 3 � c ti 3.5 oe ° .zs3 •a6 � •3 o � 2.5 -oa o .25 z � y�, .03 a - z V z N! Curb Loco/ OtprCSSion (pJ .1t1.2 TABLE L _30_ 9,a�ou c( of C:c F ac's �c�c�ioah to -� cgoac. /; ci cab c..•s,o, 7» -o rash a.." ooer..oy II GRATINGS T-0 ©� 0� GUTTER 2 FLOW GRATING a GUTTER PLAN NOTES V -51 OFFICE S t �zo'------------ r s'—{ 5•ASO 2' III{ SHOULDER !1- TYPE "A-2"CURB S GUTTER TYPICAL HALF STREET SECTION (ABOVE BASIN) L THIS CHART GIVES ORATING CAPACITIES 1 - OF CALIFORNIA DIVISION OF HIGHWAYS .G 7 .B STANDARD GRATINGS (10'WIDE WITH 1318' END .... SPACERS) DEVELOPED FROM HYDRAULIC MODEL __ STUDIES FOR VARIOUS VALUES OF'D' ON THE INDICATED SLOPE- = r. 2. THIS CHART IS APPLICABLE ONLY TO CON- DITIONS SHOWN ON THE SKETCH. • T 5 z mm mlmmr mm m +i mm �a.�wrrr I�i�■..�.�i Belli rommom on sm p: w �: [;ii i I i DESIGN CHART LL -29 " GRATING CAPACITIES BUREAU OF ENGtNEERING-CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS STORM DRAIN DESIGN DIVISION �- .... ::.::::::- W.O. 51005 AUGUSTJ957 DESIGNED BY: F.J.D.8 W-H -T- DRAWN BY :O.G.S. .9 1.0 1.5 D•DEPTH OF FLOW (FT.) ABOVE NORMAL GUTTER GRADE G/8 16 10 ._ .... ...... ....... • T 5 z mm mlmmr mm m +i mm �a.�wrrr I�i�■..�.�i Belli rommom on sm p: w �: [;ii i I i DESIGN CHART LL -29 " GRATING CAPACITIES BUREAU OF ENGtNEERING-CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS STORM DRAIN DESIGN DIVISION �- .... ::.::::::- W.O. 51005 AUGUSTJ957 DESIGNED BY: F.J.D.8 W-H -T- DRAWN BY :O.G.S. .9 1.0 1.5 D•DEPTH OF FLOW (FT.) ABOVE NORMAL GUTTER GRADE G/8 %, . 52 C ©C COC i� FLOW GRATING & GUTTER PLAN NOTES 1. THIS CHART GIVES ORATING CAPACITIES OF CALIFORNIA DIVISION OF HIGHWAYS STANDARD GRATINGS (IS'WIDE WITH I4'! END SPACERS) DEVELOPED FROM HYDRAULIC MODEL STUDIES FOR VARIOUS VALUES OF "D" ON THE INDICATED SLOPE. 2. THIS CHART 13 APPLICABLE ONLY TO CON - OITIONS SHOWN ON THE SKETCH. 3. THIS IRREGULARITY RESULTS FROM THE HYDRAULIC INTERFERENCE OF THE H BEAM SUPPORTING THE ADJOINING GRATING. 1 a OFFICE STANDARD NO 108 t zo' S -{ s'0 S. .050 2' Il�f B• SHOULDER -T TYPE "A-2* CURB A GUTTER I TYPICAL HALF STREET SECTION mw v of Ammimms A m : f I TYPICAL HALF STREET SECTION DESIGN CHART LL -30 GRATING CAPACITIES BUREAU OF EWANEERING-CITY OF LOS ANGELES ;:.I;I i r ;. ;; DEPARTMENT OF PUBLIC WORKS T STORM DRAIN DESIGN DIVISION ^T ^: _..__ _. .:: W.O. 31003 AUGUST1937 i "IT 17 `� i' .. - - DESIGNED BY F.J.R 9 W.H.T. DRAWN BY O.G.S. D•DEPTH OF FLOW (FT.) ABOVE NORMAL GUTTER GRADE f f 1 19 II� ®Olm•� f® ®® DESIGN CHART LL -30 GRATING CAPACITIES BUREAU OF EWANEERING-CITY OF LOS ANGELES ;:.I;I i r ;. ;; DEPARTMENT OF PUBLIC WORKS T STORM DRAIN DESIGN DIVISION ^T ^: _..__ _. .:: W.O. 31003 AUGUST1937 i "IT 17 `� i' .. - - DESIGNED BY F.J.R 9 W.H.T. DRAWN BY O.G.S. D•DEPTH OF FLOW (FT.) ABOVE NORMAL GUTTER GRADE t i t i t I 1 1 1 i I 0.8 L- w 06 W LL Z — 04 w Ix a cD LLj 02 O Er W Q 3 0.1 U- 0 x F- a w 0 W 3 4 5 6 7 8 910 15 20 DISCHARGE PER SQUARE FOOT OF EFFECTIVE CLEAR OPENING CURVE(A) I i i USE CURVE (A) FOR DEPTHS OVER GRATE LESS THAN 0.8 FT. 0.1 0.15 0.2 0.3 04 05 0.6 07 08091.0 L5 2 3 DISCHARGE PER FOOT OF EFFECTIVE PERIMETER BUREAU OF PUBLIC ROADS HYDRAULIC CAPACITY OF GRATE REV AUG. 1968 INLET IN SUMP 12 -72 Fs /6 Chart 3 Ld 10 LL 9 Z 7 7 Cu 0 w 6 Q 0 (7 5 cr 4 WIDTH(B) W ' 0 3 ....:,LENGTH cr (Lb) �►— W Q 2 3 P= 2B +Lb A= AREA OF CLEAR OPENING IN GRATE LL O TO ALLOW FOR CLOGGING DIVIDE P OR ,-. Ls A BY 2 BEFORE OBTAINING d. WITHOUT CURB P =2(B +Lb) 09 CL 08 0.8 L- w 06 W LL Z — 04 w Ix a cD LLj 02 O Er W Q 3 0.1 U- 0 x F- a w 0 W 3 4 5 6 7 8 910 15 20 DISCHARGE PER SQUARE FOOT OF EFFECTIVE CLEAR OPENING CURVE(A) I i i USE CURVE (A) FOR DEPTHS OVER GRATE LESS THAN 0.8 FT. 0.1 0.15 0.2 0.3 04 05 0.6 07 08091.0 L5 2 3 DISCHARGE PER FOOT OF EFFECTIVE PERIMETER BUREAU OF PUBLIC ROADS HYDRAULIC CAPACITY OF GRATE REV AUG. 1968 INLET IN SUMP 12 -72 Fs /6 Chart 3 n (,OUNTY PtTICNAL METHJO HYDRCL7;,Y PkGGRAM ««««««« «««««««« «««<» »»» »» »»»»»»»»»» »»» (C) COPYRIGHT 1981 ADVANCED ENGINEERING SOFTWARE (AESI ESPECIALLY PREPARED FOR: ' ASL CONSULTING FNGINEERS 1201 E. iARNER AVF., SANTA ANA, CA., 92705 ' <<<< << <<<< <<<<<< << « << << << << << << <<<<<>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> OF RESULTS= # # # # # # # # # # # # # ## # # # # # # # # # # # # # # # # # # # # # # # ## ## # CITY OF NEWPORT BEACH # # SEAwARD - MORNING CANYON STORM DRAINS 010 # ' # 9ATA FILE = BLP2 # --------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: 1 --------------------------------------------------------------------------- USER SPECIFIED STORM. EVENTIYEARI 10.00 - SPFCIFIEG • °INI"UM PIPE SIZE(INCH) 18.00 SPFCIFIFO PERCENT OF GRADIENTS(DECIw,ALI TO USE FOR FRICTION SLOPE - .90 OCEMA HYDROLOGY MANUAL RAINFALL INFORMATION USED ' OCEMA HYDROLOGY MANUAL "C "- VALUES USED ' ADVANCED ENGINEERING SOFTWARE (AESI SERIAL NO. G0011 REV. 1.0 RELEASE DATE: 7/15/81 1««««««« « «« « « «« «< « « « » » » » » » » » » » » » » » » » » »» 1 ' FLOA' PROCESS FPO" NODE 1.00 TO NUDE 2.00 IS CODE = 2 --------------------------------------------------------------------------- »»>PATICNAL METHOD INITIAL SUBAREA Af,ALYSIS««< DFVFLOPMFNT IS SINGLE FAMILY 'TC = K <f(LENGTH # #3) /(ELEVATION CHANGF)I # #.2 INITIAL SUPA;FA FLOX- LENGTH = 900.00 UPSTRFA- ELEVATION = 203.00 ' D06'NSTPF,l° ELEVATICN = 140.00 ELEVATION CIFFERE`:CE = 63.00 TC = .3q1 #1( 900.00 - #3) /( 63.00)3 # #.2 = 10.112 10 YFAR ^AINFALL INTENSITY(1NCH /HO +JR) = 2.480 tSOIL CL'SSIFICATION IS "D" RESIOFNTIAL DFVFLOPrENT RUNOFF COEFFICIENT = .7916 '� J TOTAL A°.Vt.tAC °FSI = 0 T:)TAL RUN )FFICFSI = .1G ataatataaat- taata* caataaaaaaaaaaaaaa #taaaa #aaaaaaa# *aaa *ata #aaaaaaaaaaaaaat FLOW P?OCFSS FROM NODE 2.00 TO NODE 4.00 IS CODE = 4 t --------------------------------------------------------------------------- >>>COMPUTE PIPEFLO� TRAVELTIME THRU SUBAREA<< <<< ' - ->> >> >>>USING USER- SPECIFIED PIPESIZE<< <<< - - - - - -- ------------ --- -- --- DEPTH OF FLO4 IN 18.0 INCH - - - - - -- --------------- PIPE IS 7.9 I':CHES PIPEFL0.W VFL'ICITY(FEET /SEC.) = 6.8 i' UPSTREAM NODE ELEVATION = 140.00 DOWNSTREAM NODE ELEVATION = 138.00 FLCWLENGTH(FEET) = 3b. 00 M4NNINGS N = .024 ' GIVEN PIPE DTAMETFR(INCH) = 18.00 NUMBER UE PIPES = 1 PIPEFLOW THRU SUDAREA(CFS) = 5.10 TRAVEL TI "F(MIN.) _ .09 TC(MIN.) = 10.2J ' # #ataaa* aaa* aaa #a *a #aaaaaoaa; aaa# aac ;- raYa # #a#a-- acaaa #;aaeaosao# #aaa ##ot #taa FLOW PROCFSS FROM NODE 4.00 TO NODE 4.00 IS CODE = 1 --------------------------------------------------------------------------- >> >>>DESIGNATF INDEPENDENT STREAM FOR CONFLUENCE<< <<< ' CONFLUENCF VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 10.20 RAINFALL INTENSITY (INCH. /HOUR) = 2.46 TOTAL STREAM AREA (ACRES) = 2.60 TOTAL STRFAm RUNOFF(CFS) AT CONFLUENCE = 5.10 # #aa #tact #a *ataa# *aaa *aa # # # # #aa ## aaa # *a *aa # #a # # # # #aa # # #aaaaa# #aaa# *aaa #taaa FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 2 ' ----- ------ ------- ------- ------------- --- » --» -- >-R-AT-IONAL - METH00 - INITIAL - SUBAREA - ANALYSIS« « < ----------------------- t?EVELJPMENT IS SINGLE FAMILY TC = K *[(LENGTHaa3) /(ELEVATION CHANGE)]* #.2 INITIAL SUPAREA FLOW- LENGTH = 820.00 ' UPSTREAM ELEVATION = 185.00 DOWNSTREAM ELEVATION = 138.00 ELEVATION CIFFEPENCEE = 47.00 TC = .391 *[( 820.00aa3)/( 47.00)] * *.2 = 10.140 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 2.475 SOIL CLASSIFICATION IS "C" RESIDENTIAL DEVELOPMENT RUY.CFF COEFFICIENT = .7915 ' SUBAREA RUNnFF(CFS) = 4.I1 - TOTAL ARFA(ACRES) 2.10 TOTAL RU!40FF(CFS) 4.11 ' atttaat #ttaataaaa *:aaatta aaa* aaataaaattta * #aaaaaaa #aaaaaaaaaa #atttaaatt #aaa FLOW PROCESS FRO" NDDF 4.00 TO NODE 4.00 IS CODE = 1 --------------------------------------------------------------------------- >> >>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<< ' - »»>_'_^ Cf :,, uT'_ ✓A _.IIJS- C'__+rLuENCED- S7 =_A_ Vt,LUIS««< -------------------------------------------------------------------------- ' 1 5.10 10.20 2.465 2 4.11 10.14 2.475 ' RAINFALL - INTENSITY -kATIO CONFLUENCE FORMULA USED FOR 2 STREAMS VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLDnS: 9.20 9.20 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFc(CFS) = 9.20 TIME(MINUTES) = 10.201 TOTAL ARFA(ACRES) = 4.70 FLOW PRGCFSS FRnm NODE 4.00 TO N9DE 5.00 IS CODE 4 --------------------------------------------------------------------------- ' >> >>>CO"PUTE PIPEFLOW TRAVELTIME THRU SUBAREA<< <<< >>>>>USING USER- SPECIFIED PIPESIZE<< <<< DEPTH OF FLrW IN 18.0 INCH PIPE IS 12.1 INCHES ' PIPEFLr,W VFLOCITY(FEET /SEC.) = 7.3 UPSTREAM NOCE FLEVATION = 138.00 DOWNSTREAM NODE ELEVATION = 132.00 ' FLOWLENGTH(FEET) = 130.00 OANNINGS N = .024 GIVEN PIPE DIAMFTFR(INCH) = 16.00 NUMBER OF PIPES = 1 PIPEFLOW TFRU SUPAREA(CFS) = 9.20 ' TRAVEL TI"F("Iti.) _ .30 TC(MIN.) = 10.50 ' FLOW PRGCFSS FRO:< NODE 5.00 TO NODE 5.00 IS CODE = 1 » >>>DFSIGNATF INDEPENDENT STREAM FOR CONFLUENCE<< «< ' CONFLUENCF VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CPINCENTRATION(M,INUTFS) = 10.50 RAINFALL INTENSITY (INCH. /HOUR) = 2.41 TOTAL STREAM AREA (ACRES) = 4.70 ' TOTAL STRFAm RU "IOFF(CFS) AT CONFLUENCE = 9.2G ###$############################ 3############ #.T# # # #### ## ### # # # # # # ## # # # # # # ## FLOW PQPCESS FROM NODE 6.00 TO NODE 7.00 IS CODE = 2 ' --------------------------------------------------------------------------- »»>RATIONAL METHOD 1141TIAL SUBAREA ANALYSIS««< r11 J CONFLUFNC( V4I_UtS USFO FOR IVGFPENDENT STREAM Z ARE: ' TIME ^F CONC'N TOP II ON( MI NUT RA It: FALL INTFNSITY (INCH. /HOUR) IS) _- 10.14 2.48 TOTAL STRFAM AREA 1 ACRES ) = 2.10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCF CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' NUMRER (CFS) (MIN.) (INCH /HOUR) -------------------------------------------------------------------------- ' 1 5.10 10.20 2.465 2 4.11 10.14 2.475 ' RAINFALL - INTENSITY -kATIO CONFLUENCE FORMULA USED FOR 2 STREAMS VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLDnS: 9.20 9.20 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFc(CFS) = 9.20 TIME(MINUTES) = 10.201 TOTAL ARFA(ACRES) = 4.70 FLOW PRGCFSS FRnm NODE 4.00 TO N9DE 5.00 IS CODE 4 --------------------------------------------------------------------------- ' >> >>>CO"PUTE PIPEFLOW TRAVELTIME THRU SUBAREA<< <<< >>>>>USING USER- SPECIFIED PIPESIZE<< <<< DEPTH OF FLrW IN 18.0 INCH PIPE IS 12.1 INCHES ' PIPEFLr,W VFLOCITY(FEET /SEC.) = 7.3 UPSTREAM NOCE FLEVATION = 138.00 DOWNSTREAM NODE ELEVATION = 132.00 ' FLOWLENGTH(FEET) = 130.00 OANNINGS N = .024 GIVEN PIPE DIAMFTFR(INCH) = 16.00 NUMBER OF PIPES = 1 PIPEFLOW TFRU SUPAREA(CFS) = 9.20 ' TRAVEL TI"F("Iti.) _ .30 TC(MIN.) = 10.50 ' FLOW PRGCFSS FRO:< NODE 5.00 TO NODE 5.00 IS CODE = 1 » >>>DFSIGNATF INDEPENDENT STREAM FOR CONFLUENCE<< «< ' CONFLUENCF VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CPINCENTRATION(M,INUTFS) = 10.50 RAINFALL INTENSITY (INCH. /HOUR) = 2.41 TOTAL STREAM AREA (ACRES) = 4.70 ' TOTAL STRFAm RU "IOFF(CFS) AT CONFLUENCE = 9.2G ###$############################ 3############ #.T# # # #### ## ### # # # # # # ## # # # # # # ## FLOW PQPCESS FROM NODE 6.00 TO NODE 7.00 IS CODE = 2 ' --------------------------------------------------------------------------- »»>RATIONAL METHOD 1141TIAL SUBAREA ANALYSIS««< r11 J i 97'• ;T 1S SI'.GLE FA °ILY t TC = R #IILINGTH #a3) /(FLE VAT ICV CH4,dGE)I # #.2 INITIAL SUP 4?FA FLOk- LENGTH = 101 11) 0 UPSTRFAM ELEVATION = 225.00 DOWNSTREAM ELEVATION = 177.00 FLEVATION CIFFFRENCE = 48.00 TC = .391 #[( 1000.00 # #3) /( 48.00)1 # #.2 = 11.374 10 YEAR RAINFALL INTENSITY IINCH /HOUR) = 2.259 ' SOIL CLASSIFICATION 15 "C" RESIDENTIAL 3EVFLOPNENT RUNOFF COEFFICIENT = .7859 SUBAREA RUNCFF(CFS) = 8.70 TOTAL AREA(ACRES) = 4.93 TOTAL RUNOFF(CFS) = 8.70 ' FLOW PROCESS FRO" NODE 7.00 TO NODE 8.00 IS CODE = 6 » >>>CO. ".PUTT STREETGLOh TRAVELTIMF THRU SUBAREA« « < ' UPSTRFA" ELFVATION = 177.00 DOWNSTREAM ELEVATION = 144.00 STREET LFNGTH(FFFT) - 850.00 CURB HEIGTH(INCHES) = 6. STREET HALFk'IDTH(FEET) = 18.00 STREET CROSSFALL(DECIMAL) = .0170 SPECIFIED NIJ49FR OF HALFSTREETS CARRYING RUNOFF = 1 ' # #TRAVFLTIYE COMPUTED USING MEAN FLOw(CFS) = 12.28 STREET FLOi+OFPTH(FEET) = .41 HALFSTREET FLOODoIDTH(FEET) = 16.45 AVERAGE FLOW' VELOCITY(FEET /SEC.) = 5.C7 PRODUCT OF GEPTHCVELOCITY = 2.08 STREETFLOW TRAVFLTIME(MIN) = 2.79 TC(MIN) = 14.17 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 1.955 SOIL CLASSIFICATION IS "D" RESIDENTIAL DEVELOPMENT RUNOFF COEFFICIENT = .7759 SUBAREA AREA(ACRES) = 4.70 SUBAREA RUNCFF(CFS) = 7.13 SUM?SFD AREAIACRES) = 9.b0 TOTAL RUNOFF(CFS) = 15.83 END OF SUBAREA STREETFLDW HYDRAULICS= DEPTH(FEFT) = .43 HALFSTREET FLOODWIDTH(FEET) = 17.48 FLON VELOCITY(FEET /SEC.) = 5.82 DEPTH #VELOCITY = 2.49 ##### t#dta# t## a######################## t# a## a #a # # # # # # #a #a # # # # # ## # ## # # #4 # # ## FLOW PROCESS FRO") NODE 8.00 TO NODE 5.00 IS CODE = 4 --------------------------------------------------------------------------- >> >>>COoPUTE PIPFFL01� TRAVELTIME THRU SUBAREA« <<< ' >> >>> USING USEV- SPECIFIED PIPESI7F<< <<< F PIPEFLOW VFL7CITV(FEET /SEC.) = 9.0 UPSTREAM NODE ELEVATION = 143.00 DOWNSTREAM NODE ELEVATION = 132.00 FLOWLENGTH(FFFT) = 190.00 MANNINGS N = .024 GIVEN PIPE DIA`'ETER(INCH) = 18.00 NUMBER OF PIPE5 = 1 ' PIPFFLCW THRU SUF,AREA(CFS) = 15.83 TRAVEL TIME("IIN.) - .35 TCIMIN.) 14.52 FLOW PROCESS FROM NODE 5.00 TO NUDE 5.00 IS CODE = 1 1 -------------------------------------- 1 - »»>DFS IGNATF I ".['EPt NDFNT STS AM FOR C ONE LUC.4CC««< CONFLUENCE VALUES USED FOR I':GEPE'+DENT STREAM 2 ARE: TIME OF CONCEt:TP4TI0 %(MINUTFS) = 14.52 i l RAINFALL INTENSITY (INCH. /HOUR) = 1.93 TOTAL STREAM AREA (ACRES) = 9.60 TOTAL STRFA'l RUNOFFICFS) AT CONFLUENCE = 15.83 FLOW PROCESS FROM NODE 9.00 TO NODE 10.00 IS CODE = 2 --------------------------------------------------------------------------- >>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<< OEVEL7Pnc^:T IS SINGLE FAMILY - - - - -- -- TC = Kt[(LENGTF003) /(ELEVATI0'+ CHANGE))00.2 1 INITIAL SUPARFA FLCw- LENGTH = 1000.00 UPSTREAM ELEV�TICF: = 239.00 DONYSTRFAM ELEVATIO�c = 173.00 ELEVATION DIFFERE':CE = 66.00 TC = .3910[( 1000.00003) /( 66.00)100.2 = 10.b73 10 YEAR RAINFALL INTENSITY(INCFI /HOUR) = 2.382 SOIL CLASSIFICATION IS "0" RESIDENTI - "L DEVELOPMENT RUNOFF COEFFICIENT = .7892 SUBARFA PUNGFF(CFS) = 6.77 TOTAL AREA(ACRFS) = 3.60 TOTAL RUNOFF(CFS) = 6.77 FLOW PROCESS FROM. NODE 10.00 TO NUDE 5.00 IS CODE = 6 --------------------------------------------------------------------------- ' >> >>>COwPUTE STREETFLOW TRAVELTIME THRU SUBAREA<< <<< UPSTREAM. ELEVATION = - 173.00 OOv :NSTREA!l ELEVATION = 132.00 STREET LENGTH(FEET) = 1020.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 18.00 STREFT CROSSFALL(DECIMAL) - .0170 SPECIFIrC NUM9ER OF HALFSTREETS CARRYING kUNOFF = 1 ' = #TPAVELTIvF C`F'.PUTED USING MEAN FLOWICFS) = 9.14 STREET FLOVDEPTH(FEETt = .3M HALFSTRFFT FLUODhIDTHIFFET) = 14.39 AVERAGE FLOn VFLOCITY(FEET /SEC.) = 4.96 PROCUCT nF DFPTHEVELOCITY = 1.82 STRCETFL ^W TRAVELTI°.F(MIN) = 3.50 TC(MINI = 14.17 ' 10 YEAR P41NFALL INTENSITY(INCH /HOUR) = 1.955 SOIL CLASSIFICATION IS "0" RESICENTIAL OEVFLOPYFNT RUNOFF COEFFICIfNT = .7759 S119ARFA ARFA(ACPES) = 3.10 SUBAREA dU'40FF(CFS) = 4.70 - SUMMED ARFA(ACRESI 6.70 TOTAL RU.NOFF(CFS) = 11.47 END OF SUBAREA STREETFLOw HYD "KAULICS: DEPTH(FEFT) = .39 HALFSTREET FLOOOWIUTH(FEET) = 15.42 ' FLOw VFLCCITY(FFFT /SEC.) = 5.35 DEPTH-'VELOCITY = 2.10 1 FLOW PROCESS FR OM NOCE 5.00 TO NODE 5.00 IS CODE 1 m -- ------------------------------------------------------------------------ » » > F$IGneT 3t :DEPE ^+CELT ST2E,AM FOR CONFLUENCE « «< CC"PUT(7 VARIOUS COtF W FNCED STREAM VALUE S« «< Ct".FLUENCF VALUES USEO FOR INDEPENDENT STREAM 3 ARE: TIME OF CPNCENTRATION(:MINUTFS) = 14.17 P.AINP ALL INTENSITY (INCH. /HOUR) = 1.96 TOTAL STREAM AREA (ACRES) = 6.70 TOTAL STREAM RUNr)FF(CFS) AT CONFLUENCE = 11.47 CDNFLUFNCF INFOPMAT10N: STREAM RUNt)FF TIME INTENSITY NU"'.BER (CFS1 (MIN.) (INCH /HOUR) 1 9.20 10.50 2.413 2 15.83 14.52 1.932 3 11.47 14.17 1.955 ' RAINFALL - INTENSITY -RATIO CONFLUENCE FORMULA USED FOR 3 STREAMS VARIOUS CONFLUFNCED RUNOFF VALUES APE AS FOLLOWS: 31.17 34.53 34.57 C0: '.PUTFD CONFLUENCE ESTIMATES ARE AS FOLLOO+S: RUNOFF(CFS) = 34.57 TI`tE(KINUTES) = 14.174 TOTAL ARFA(ACRES) = 21.00 '- t# t# ataa #aattaa #t #tc #ttattatcat # # #ttat arty# +# #at #tt # #t #t # # # # # # # # #t # # #t # # ## FLOW PPOCESS FROK NODE 5.00 TO NODE 11.00 IS CODE = 4 --------------------- ------------- - - - --- ---------------------------------- ' >> >>>COMPOTF PIPEFLO;, TRAVELTIME THRU SUBAREA<< <<< >>>> >UsING USER- SPECIFIED PIPESIZE« «< ' DEPTH OF FLOd IN 30.0 INCH PIPE IS 17.4 INCHES PIPEFLO'd VFLOCITY(FEET /SEC.) = 11.7 UPSTREAM NOCE ELEVATION = 132.00 OO,+NSTREA', NODE ELEVATION = 110.00 ' FLOnLFNGTH(FFET) = 330.00 NANNINGS N _ .024 - GIVFN PIPE OIA'�FTER(INCH) 30.00 NU'IBER OF PIPES 1 PIPFFLOy THRU SU9AREA(CFS) = 34.57 tTRAVEL TI"C(41TN-) _ .47 TWIIN.) = 14.64 # t### aaat## at# x# ttta# tta#### ta# tttttttv##### a #tt # #tt # ## # # # #aa # #t # # #ttaaaa ## FLOW 0RgCFSS FROM NODE 11.00 TO NODE 11.00 IS CODE = 8 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------------- >> >>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« <<< 10 YEAP. RAINFALL 1,NTENSITY(INCH /HCUP) = 1.924 SOIL CLASSIFICtTION IS "D" RESI DENT IAL DEVELCPMEN!T RUNOFF COEFFICIENT = .7747 Su9tRFA AREA(ACRES) = 1.20 SUBARFA RUNOFF(CFS) = 1.79 TOTAL AREA(ACRES) = 22.20 TOTAL RUNCFF(CFS) = 36.36 TC(MIN) = 14.64 I I.: T^ iE 12. ?0 IS Ci1D6 = »»>CO "'PUTE PIP =FLC.r TRAVELTI4E THRU SUBAREA«C« »»>USING USER- SPECIFIED PIPE5IZF««< ------------------------------- ------ --- -- --- -- --- ---- -- - - -- - ------- -- - - -- --------------------------------------------------------------------------- ' DEPTH OF FLON IN 30.0 INCH PIPE IS 14.9 INCHES PIPEFLOW VFLOCITY(FEET /SEC.) = 15.1 UPSTREAM NODE FLEVATION = 110.00 DOWNSTREAM NODE ELEVATION = 85.00 fLOwLENGTH(FEET) = 200.00 `TANNINGS N = .024 - GIVE% PIPE OIA "ETER(INCH) 30.00 NUMBER OF PIPES 1 PIPFFLO:+ THRU SUdAREA(CFS) = 36.36 ^�;r TRAVEL TI"E(MIN.) _ .22 TC(YIN.) 14.86 FLOC PROCESS FRC" NODE 13.00 TO NODE 14.00 IS CODE = 2 ------------------------------------------------------------ »»>RATIONnL METHOD INITInL SUBAREA A ^:ALYSIS««< ' DEVELOP "ENT IS SINGLE FAMILY TC = K #I(LFNGThi #L3) /(ELE VAT ION CHANGE 11LL.2 INITIAL SUBAREA FLOW- LENGTH = 900.00 ' UPSTREAM ELEVATION = 185.00 DOIiNSTREAw ELEVATION = 143.00 ELEVATION CIFFEPENCE = 52.00 TC = .391LI( 900.00L1'3)/( 42.00)1 #L.2 = 10.967 ' 10 YEAR RAI ^'FALL INTENSITY(INCH /HOUR) = 2.331 SOIL CLASSIFI +CATION IS "D" RESIDENTIAL DEVELCPY.FNT RUNOFF COEFFICIENT = .7878 SURARFA RUNOFF(CFS) = 8.81 TOTAL ARFA(ACRES) = 4.80 TOTAL RUNOFF(CFS) = 8.81 FLOW PROCESS FPO" NODE 14.00 TO NODE 15.00 IS CODE = 6 ------------------------ ----------- ------- -- --- - - - - -- - -------------------- »»>CO*'PUTF STKEETFLCii TRAVELTI`1E THRU SUBAREA««< ' UPSTREAP ELEVATION = 143.00 DOWNSTREAM ELEVATION = 105.00 STREET LENCTH(FEET) = 520.00 CURB HEIGTH(INCHES) = 6. ' STREET HALFWIDTHIFEET) = 18.00 STREET CROSSFALL(DECIMAL) _ .0170 SPECIFIED NU'.AER. OF HALFSTR.EETS CARRYING RUNOFF = 1 # #TRAvELTIrE COMPUTED USING MEAN FLOW(CFS) = 10.64 STPFET FLDSDFPTH(FEET) = .36 ' HALFSTPEFT FLOODWIDTH(FEET) = 13.36 AVFPAGE FLOW VELOCITY(FEET /SEC.) = 6.49 PRODUCT OF DEPTHIEVELOCITY = Z.32 STRFETFLCd TaAVFLTIvEIMIN) = 1.33 TC(MIN) = 12.30 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 2.12n SOIL CLASSIFICATION IS "D" RESIDENTIAL DFVFLDPI'ENT RUNOFF COEFFICIENT = .7816 StM4REA AeFA(ACRFS) = 2.20 SUBAREA RUNOFF(CFS) = 3.65 SUMMED ARFA(ACRES) = 7.00 TOTAL RUNOFF(CFS) = 12.46 ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FFET) = .38 NALFSTR.EET FLOODWIDTH(FEET) - 14.39 VET_'' r I T Y( V' f l /Si C.) = n. ::2 i!'2T1- + *Vc LCC11Y = I tFLO4 PPOCrSS FROM NODE 15.00 TO NODE 15.00 IS CODE = 1 ----------------------------------------------------------------- » »)DESIGNATE INCEPENDENT STREAM FOR CGNFLUENCE<< <<< --- --- -- -- - ---- ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRAT ION( MINUTES 1 = 12.30 RAINFALL INTENSITY (INCH. /HOUR) = 2.12 ' TOTAL STREAM AREA. (ACRES) = 7.00 TOTAL STREAM RUNOFF(CFS) AT G.jNFLUF.,NCE = 12.46 'FLOW PROCESS FRO': NOCE 16.00 TO NODE 17.00 IS CODE = 2 --------------------------------------------------------------------------- >> >>) RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<< ' - L � DEVELOPMENT IS SINGLE FAMILY TC = K #((LENGTH* #3) /( ELEVATION CHANGE)) * *.Z ' INITIAL SUBAREA FLOW- LENGTH = 1180.00 UPSTREAi+ ELEVATION = 156.00 DOWNSTRFAM ELEVATION = 110.00 ELEVATION CIFFEPFt:CE = 46.00 ' TC = .391 *I( 119,().00# *3) /( 46.60)7 =a.2 = 12.669 10 YEAR RAINFALL INTENSITY(INCH /HCUR) = Z.Ob3 SOIL CLASSIFICATION IS "D" RESIDENTIAL DFVELGPMENT RUNOFF COEFFICIENT = .7804 SUBA °.EA RUNOFF(CFS) = 8.62 TOTAL AREA(ACRES) = 5.30 TOTAL RUNOFF(CFS) 8.62 FLOW PROCESS ERO" NODE 17.00 TO NODE 15.00 IS CODE = 4 1 --------------------------------------------------------------------------- '>> >>>COMPUTE PIPEFLOA TRAVELTIME THRU SUBAREA<< <<< - ->> >>>USINC USER - SPECIFIED PIPESIZE<< <<< ----------------------------------------- ------- ----------- - - -- -- - -- -- - DEPTH OF FLOW IN 18.0 INCH PIPE IS 6.2 INCHES PIPEFLO'.i VELOCITY(FEET /SEC.) = 10.9 UPSTREAM NODE FLEVATION = 110.00 DOWNSTREAM NODE ELEVATION = 105.00 FLOWLENGTH(FEETI = 36.00 MANYIN'GS N = .624 GIVEN PIPE CIArETER(INCH) 15.00 NUMBER OF PIPES = 1 PIPEFLC'v THRU SUPAR.EA(CFS) = 8.62 ' TRAVEL TItE(MIN.) _ .05 T,C(MIN.) = 12.72 ' FLOW PROCESS FRO't NODE 15.00 TO NODE 15.00 IS CODE = 1 ' - >> >>>DESIGNATE INDEPENDENT STREAM -FOR CGNFLUENCE<< «< >> >>>AND CO°PUTE VARIOUS CONFLUFNCED STREAM VALUES<<<<< N I CCSFLL: . V LUE S USED FGR A'.'O PE DF`JT ST f A 2 ARE: --- -- -- - - -- TIME OF CON CIE NTRAT10N(M1NUTES] = 12.72 RAINF ALL 111 =NSITY I1'+CH.lHOUR) = 2.08 TOTAL STREA`" ADFA (ACRES) = 5.30 TOTAL STREAM 'U' +OFF(CFSI AT CONFLUENCE _ x.62 CONFLUENCE INFORMATION' STREAt+ RUNOFF TINE INTENSITY 'DUMBER (CFS) (MIki.) (INCH /HOUR) 1 12.46 12.30 2.120 12.72 2.078 RAINFALL - INTENT ITY- PATIO CONFLUENCE FORMULA USED FOR 2 STREAMS VARIOUS CONFLUENCFO RUNOFF VALUES ARE AS FOLLOWS: 2C.90 20.83 COMPUTED CONFLUF? -'CE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 20.90 TIME(MINUTES) = 12.301 TOTAL AREA(ACRES) = 12.30 FLOW PROCESS FRO" NODE 15.00 TO NODE 18.00 IS CODE = 4 -------------------------------------------- ------------------------------- » » >CO"PUTF PIPEFLC4t TRA.VELTIME THRU SUBAREA« «< ' >> >>>USING USER - SPECIFIED PIPESIZE<< <<< PIPEFLOW VELOCITY(FFET /SEC.) = 11.8 ' UPSTREA- 'DOGE ELEVATION = 105.00 DOWNSTREAM NODE ELEVATION = 89.00 FLOWLENGTH(FEFT) = 300.00 MANNINGS N = .024 GIVEN PIPE 0IA',ETER(INCH1 - 18.00 NUMBER OF PIPES = 1 ' PIPFFLOW THRU SUBAREA(CFS) = 20.90 TRAVEL TIME(MIN.) = .42 TC(MIN.) = 12.72 FLOG' PROCESS FROr NODE 18.00 TO NODE 18.00 IS CODE = 1 ' --------------------------------------------------------------------------- >> >>>DESIGNATE INDEPENDE ":T STREAM FOR CONFLUENCE<< <<< t _______________________________________ _______________________________ CONFLUENCE VALUES USED FOF IrdDEPENOENT STRE AM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 12.72 RAINFALL INTENSITY (INCH. /HOUR) = 2.08 TOTAL STREAM AREA (ACRES) = 12.30 TOTAL STREAM .2UNOFF(CFS) AT CONFLUFNCE = 20.90 ### ff## 0### fff### a# f#### L# f# f# 4f##### fa## f## a # # # + # # # # #f # # # #a # #ff # # # + # # # # # #fa FLOW PROCESS FPO," NODE 19.00 TO NODE 20.00 IS CODE = 2 --------------------------------------------------------------------------- ' »»>RATIONAL "ETI -CU INITIAL SUBAREA ANALYSIS««< DEVELOPMENT 15 SINGLE FAMILY A Tr -- � #I(Li T fit #?1 /(cLF,' Il'. r ."GE)lr# „' INITIAL SUP,. A FLF,LFhr,IH - 1 C.00 UPSTvFAM FLFVATION = 14f- 1) ' Ot1NNSTPFA' FLr VAT I0N = 113.QO FLFVATION OIFFFRENCE = 33.00 TC = .391 #(( 1000.00 # #3) /( 33.00)1 #4,2 = 12.260 ' 10 YEAR PAINFALL INTENSITY(INCH /HOUP1 = 2.124 SOIL CLASSIFICATION IS "D" RFSIDENT JAL OFVELOPMENT RutJOrF COEFFICIENT = .7818 SUBAREA RUNOFF(CFS) = 5.81 TOTAL APFA(ACRES) = 3.50 TOTAL RUNOFF(CFS) _ I u 1 1 5.81 FLOW PROCESS FROM NODE 20.04) TO NODE 18.00 IS CODE = 6 ----------------------------------------------- -- --------------- - - - - -- - - >> >>>CO "PUTS. STREFTFLOW TRAVELTIME THRU SUBAREA« <<< UPSTREAM FLEVATION = 113.00 DOkNSTREAM ELEVATION = 89.00 STREET LFNGTH(FEET) = 450.00 CUPS HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 18.00 STREET CROSSFALL (DECIMAL) = .0170 SPECIFIED NU49FR OF HALFSTREETS CARRYING RUNOFF = 1 ##TRAVFLT1ME COMPUTED USING MEAN FLOrt(CF5) = 7.04 STREFT FLOhCEPTH(FEET) = .34 HALFSTREET FLOODWIDTH(FEET) = 12.33 AVERAGE FMA VELOCITY(FEET /SEC.) = 4.98 PRC ^UCT OF CEPTHLYELOCITY = 1.70 STREETFLOn TRAVELTIME(MIN) = 1.50 TC(MIN) = 13.76 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 1.982 SOIL CLASSIFICATI('..N IS "D" RESICEN'TIAL DEVFLOPMENT RUNOFF COEFFICIENT = .7769 SUBAREA ARFA(ACRES) = 1.60 SUBAREA RUNOFF(CFS) = 2.46 SU`9MED ARF,A(ACRES) = 5.10 TOTAL RUNOFF(CFS) = 8.28 END CF SUBAREA STPEETFLOW HYDRAULICS: OEPTH(FFET) = .36 HALFSTREET FLOODWIDTH(FEET) = 13.36 FLOW VFLOCTTY(FEFT /SEC.) = 5.05 DEPTH #VELOCITY = 1.81 ############################################ ## # # # # # # # # # # # # # # # # # # # # # # # # # # # ## FLOr., PPOCFSS FROM NODE 18.00 TO NODE 18.00 IS CODE = 1 --------------------------------------------------------------------------- >> >>>DFSIGNATF INDEPENDENT STREAM' FOR CONFLUENCE<< <<< >> >>>AND COmf)UTE VARIOUS CONFLUENCED STREAM VALUES<<<<< CONFLUENCF VALUES USED FOR INDEPENDENT STREAM 2 ARE: TT ".E CF CONCFNTRATION(MINUTES) = 13.76 RAINFALL INTFNSITY (IN.CH. /HOUR) = 1.98 TOTAL STREAM AREA (ACRES) = 5.10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 6.28 CON'FLLIENCF INFORMATION: STREAM RUN'1FF TIME) I`<TENSITY NUM ^FR (CFS) ("IN.1 (I +CH /HOUR) 1 7n.90 12.72 2.078 2 x3.28 13.76 1.982 tO . 3AI'.F`.LL- 1�i ".':SITY- Rr.TIC CD',FLUEGCF FD;�i'ULA :JS ED FOw 2 5TRiA.S VAQIOUS C'. "JLUF!:CEC ;WW')FF VALUES APE AS F-OLL('AS 2?.8C 2 0.22 Ci!MPU'TFC CCNFLUE'ICE i-STI. "ATES ARE AS FDLLOiS= RUNOFF(CFS) = 18.RO TI."F(MINUTES) = 1Z. 724 TOTAL AREA(ACRES) = 17.43 FLOM PPnCFSS FRO° NODE 18.00 TO NODE 21.00 IS CODE = 4 --------------------------------------------------------------------------- »>>>CCmDUTF PIPEFLOW TRAVELTI"'E THRU SUBAREA«CC< >> >>>USING USER— SPECIFIED PIPFSIZE<<<<< DEPTH OF FLO4 IN 24.0 INCH PIPE IS 11.8 INCHES PIPFFLOi+ VELOCITY(FEET /SEC.) = 18.7 UPSTRE A', NODE ELEVATION = 89.00 DOWNSTPcAm nODE ELEVATION = 58.00 FLOWLENGTH( FEET I = 120.00 MANNINGS N = .024 GIVEN PIPE CIANKFTFR(INCH) = 25.00 NU.M3ER OF PIPES = 1 PIPFFLOW THRU SUPAP,EA(CFS) = 28.80 Gio TRAVEL TIt1E(MTN.) _ .11 TC(MIN.) = 12.83 END OF PAT19NAL METHOD ANALYSIS IRA O� A446F COUNTY SAT I UNAL ME TiiOD riYD• CLGGY P:.UGRA�. - - --- - - -- -- -- <<<<<< << << << <<<< <<<<<<<<<< << <<<< <<<<<>> >>>> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> (C) Cl ?YR.IGHT 1981 ADVANCED ENGINEERING SOFTWARE IAESI ESPECIALLY PREPARED FOR: ASL CONSULTING ENGINEEERS 1201 E. nARNER AVE., SANTA ANA, CA., 92705 # # # # # ## # #oDESCRIPTION OF RESULTS#c # # # # # # # # # # ## # # # # # # # # # # # # # # # # # # # # # # # # #t # ## # CITY OF ^;-iiPORT RFACr # SFAi;ARD — YORNI11G CAtiYON STCRi DRAINS 025 t r DATA FILE = BLB2 # ---------------------------------------------------.-.----------------------- USER SPECIFIED HYCP.OLOGY AND HYDRAULIC MODEL INFORMATION: --------------------------------------------------------------------------- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED NI7d1 "'.U7. PIPE SIIEIINCH) = 16.00 SPECIFIED PERCENT OF GRADIENTS( DECIMAL) TO USE FOR FRICTION SLOPE _ .90 OCEMA FYDROLnGY MANUAL RAINFALL INFORMATION USED OCE °A HYDROLOGY MANUAL "C"— VALUES USED <<<< << << << <<<<<< <<<< << << << << << << << <<<>> >>>> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> ADVANCED ENGINEERING SOFTWARE IAESI SERIAL NO. GO011 REV. 1.0 RELEASE DATE: 7/15/81 <<<< <<<< << << «« <<<< <<<<<< << <<<< << <<<>> >>>> >> >> >> >> >>>> >> >> >> >> >>>>> >> >> >>> #######################'################## t## # # # ## # # # # # # ## # # # # # ## # #: # # ## # # ## FLOW ?R ^CESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 2 --------------------------------------------------------------------------- » »>RATIONAL MFTHOD INITIAL SUBAREA ANALYSIS««< DEVELOPMENT IS SINGLE FAMILY TC = K #I(LENGTF+# #3) /(ELEVATION CHANGE )1 # #.2 INITIAL SUPA -?FA FLOW— LENGTH = 900.00 UPSTRFA ^' FLFVATION = 203.00 OOVNSTPFA� ELEVATION = 140.00 ELEVATION CIFFERFNCE = 63.00 TC = .3914(( 900.CC # #3) 1( 63.00)1 # #.2 = 10.112 25 YEAR RAINFALL INTENSITY(INCH /HOUR.) = 3.073 SOIL CLASSIFICATION IS "0" RFSIDFNTIAL DEVELOPMENT RUNOFF COEFFICIENT = .8028 SUEGp7A FtJ,(IFF(IF T ^TEL r.= C ".IAruFS) 2.6) Tl;Tal "u'.:;F(ICFS) - h,41 FLOW PROCESS FRnM. NODE 2.00 TO NODE 4.00 IS CODE = 4 --------------------------------------------------------------------------- >> >>>COMPUTE PIPEFLOH TRAVELTIME THPU SUBAREA<< <<< >> )>>USING USER- SPECIFIED PIPFSIZE<< <<< --------------------------------------------------------------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 9.0 INCHES PIPEFLO'w VELOCITYIFEET /SEC.) = 7.2 UPSTREAM NODE ELEVATION = 140.00 DOWNSTQEAP! NODE ELEVATION = 138.00 FLO'LFNGTH(FEET) = 36.00 MANNINGS N = .024 GIVEN PIPE CIAMETER(INCH) - 18.00 NUMBER OF PIPES = 1 PIPFFLO'W THRU SUBAREA(CFS) = 6.41 TRAVEL TI "E(MIN.) = .08 TC(MIN.) = 10.20 FLOG PROCESS FRO?" NODE 4.00 TO NODF 4.00 IS CODE = 1 --------------------------------------------------------------------------- i ' » » >DFSIGNATF INDEPENDENT STREAM FOR CONFLUENCE « «< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: ' TI "E OF CONCENTRATION(MINUTES) = 10.20 RAINFALL INTF`SITY (INCH. /HOUR) = 3.05 TOTAL STREAM AREA (ACRES) = 2.60 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 6.41 ■ FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 2 >> >>>PATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<< OEVELOPMFNT IS SINGLE FAMILY TC = K 4'[(LENGTH # #3) /(ELEVATION CHANGE)] # " +.2 INITIAL SUBAREA FLCi:- LENGTH = 820.00 UPSTREAM ELEVATION = 185.00 DOWNSTREAM ELEVATION = 139.00 ELEVATION CIFFFRENCE = 47.00 TIC = .391 #1( 820.00 # #3) /( 47.00)] # #.2 = 10.140 25 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.066 SOIL CLASSIFICATION IS "D" RESIDENTIAL DFvELCPMENT RUNOFF COEFFICIENT = .8027 SUBAREA RUNOFF(CFS) = 5.17 TOTAL APEAtACRES) = 2.10 TOTAL RUNOFF(CFS) = 5.17 ## III, ######## t# t###### f# t##### III, f############## c # # # # #t # # # # # # # # # # # # # # # # # # # # # # ## FLOW PROCESS FROM NODE 4.00 TO NODE 4.00 IS CODE = 1 ---------------------------------------------------------------- >> >>>DESIGKATF INDEPENDENT STREAM FOR CUNFLUENCE<< <<< ' >>> ,r, CC':'1T V GUS - Ci- !::LUF%Ct-- STREAM- VALULS«« <- - -- -- - - --- - -� CONFLUF':CF VALUES USED FO? INDEPEN5E,NT ST ?EAm 2 ARE: ' TIMF OF CDNCENTPATIO!.(MINUTESI = 10.14 RAINFALL INTF';SITY (INCH. /HOUR) = 3.07 TOTAL STREAr AREA (ACRES) = 2.10 ' TOTAL STREAM RUtiGFF(CFS) AT CONFLUENCE = 5.17 CONFLUENCE INFOR`'ATION: STRFAm RUNOFF TIME INTENSITY ' NUMBER (CF S1 t01N.I (INCH /HOUR) I, J 1 6.41 10.20 3.053 2 5.17 10.14 3.066 RAINFALL - INTENSITY -RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS VAR ICUS CON FLU ENCED RUNOFF VALUES P.RE AS FOLLOwS: 11.56 11.56 COMPUTED CONFLUENCE ESTIMATFS ARE AS FOLLOWS: RUNOFF(CFS) = 11.56 TIME(MINUTES) = 10.196 TOTAL AREA(ACRES) = 4.70 ###:# *A## C##:?#: C# CC## 4tp# L# LS# s0## fis## L### C# # # 4 #4#a # # # #4f #C #LF # 40 #C# FLOW PROCESS FROM NOOE 4.00 TO NODE 5.00 IS CODE. = 4 --------------------------------------------------------------------------- >> >>>CO"'.PUTE PIPFFLO6 TRAVFLTIME THRU SUBAREA<< <<< >> >>>USING USER- SPECIFIEC PIPFSIZE<< <<< DEPTH OF FLOW IN 18.0 INCH PIPE IS 14.7 INCHES PIPFFLOW VCLOCITY(FEET /SEC.) = 7.5 UPSTREAM NODE ELEVATION = 138.00 DOWNSTREAM NODF ELEVATION = 132.00 FLOWLENGTH(FEET) = 130.00 MANNINGS N = .024 GIVEN PIPE CIAMETFR(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLCid THRU SU9AREA(CFS) = 11.56 TRAVEL TIME(MIN.) = .29 TC(MIN.) = 10.49 # # # # ## # #a# tat##### aa# a#r t #s # #as # # # #a # # #aa #t # # #s #s # # # # # ## #sacra # # # ## #ss #os # #s FLOW PROCESS rQ0M, NODE 5.00 TO NODE 5.00 IS CODE = i --------------------------------------------------------------------------- >> >>>DESIGNATE INCEPENDENT STREAM FOR CONFLUENCE<< <<< CONFLUENCF VALUFS USED FOP. INDEPENDENT STREAM 1 ARE: TIMF OF CONCENTRATION(Y•INUTFS) = 10.49 RAINFALL INTENSITY (P.CH. /HCJR) = 2.98 TOTAL STPEAM AVFA (ACRES) = 4.70 TOTAL STFFJ"w RUNOFF(CFS) AT CONFLUENCF = 11.56 # # # #t #0 #0 #0tt 000= #000#Oat 4•a # # #4a #0 #t #00 #00 #***0000 # # #0 #0 #t# ## #0 #0000 #Oa #0 ## FLO.! PPOCESS FRO`i NODE 6.00 TO NODE 7.00 IS CODE = 2 ------------------------------------------------------------------- >> >> >PATIONAL METHOD INITIAL SUBAREA ANALYSIS« <<< vr L'; ;, T 1S )iN L iL Y- --- TC = Y. *I(L`hGTHSS3) /(E LE 4AIIi?'+ C"ANGF)] # #.2 I' :ITIAL S11EA,REA FL04'- LENGTH = 10')0.00 UP ST RE A'° FLFVAT10N = 225.00 ;)0'dNSTPFAM FLFVATION = 177.90 FLEVATICN CIFFFRENCF = 48.00 TC = .391 *(( 1000.00* #3) /( 48.00)] * *.2 25 YEAR RAINFALL INTENSITY(INCH /HOUR) _ SOIL CLASSIFICATICN IS "C" RESIDENTIAL DEVELOPMENT RUNOFF COEFFICIENT SUBAREA RUNOFF(CFS) = 10.83 11.374 2.770 = .7977 TOTAL AREA(ACRES) = 4.90 TOTAL RUNOFF(CFS) = 10.83 FLOW PROCESS FRO`" NODE 7.00 TO NODE 8.00 IS CODE = 6 --------------------------------------------------------------------------- >5 >>>CCMPUTF STREETFLOW TRAVELTIME THRU SUBAREA« <<< UPSTREAM ELEVATION = 177.00 DOnNSTREAM ELEVATION = 144.00 STREET LENGTH(FEET) = 850.00 CURB HEIGTH(INCHES) = 6. STREET HALFr'IDTH(FEFT) = 18.00 STREET CROSSFALL(OECIMAL) = .0170 SPECIFIED NUMBER DF HALFSTREETS CARRYING RUNOFF = 1 -,*TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 15.14 STREFT FLOVDEPTH(FEET) = 43 HALFSTRFET FLOOD''AIDTH(FEET) = 17.43 AVERAGE FLOW VELOCITY(FFEET /SFC.) = 5.57 PRODUCT OF DEPTHEVELOCITY = 2.38 STREETFLCW TRAVELTI. "F(MIN) = 2.55 TC(MIN) = 13.92 25 YEAR RAINFALL INTENSITY(INCH /HOUR) = 2.311 SOIL CLASSIFICATION IS "D" RESIDENTIAL DEVELOPMENT RUNOFF COEFFICIENT = .7873 SUBAREA AREAIACRES) = 4.70 SUBAREA RUIJOFF(CFS) = 8.55 SUMMED AREA(ACRES) = 9.60 TOTAL RUNOFF(CFS) = 19.38 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FFET) = .44 HALFSTREET FLOOOWIDTH(FEET) = 18.00 FLOW VELCCITY(FEET /SEC.) = 5.95 DEPTH#VELOCTTY = 2.60 FLOU PROCESS FROM NOnE 8.00 TO NODE 5.00 I5 CODE = It --------------------------------------------------------------------------- >> >>>COMPUTE PIPEFLOrd TRAVELTIME THRU SUBAREA<< <<< >> >>> USING USER- SPECIFIED PIPESIZE<<<<< PIPFFLOW VELOCITY(FEET /SEC.) = 11.0 UPSTREAM NCCE ELEVATION= 143.00 DONNSTRFA`' NODE ELEVATION = 132.00 FLOWLFNGTH(FEET) = 190.00 TANNINGS N = .024 GIVE`: PIPE CIAMETER(INCH) = 18.00 NUMBFp OF PIPES = 1 PIPFFLON THRU SUPAREA(CFS) = 19.38 TRAVEL TIPF(MIN.) = .29 TC(MIN.) = 14.21 FLOW P7nCFSS FRn:w NODE 5.00 TO NODF 5.00 I5 CODE = 1 n »»>7F`IGNATF Ir• ;:EPE' ;DENT SF:EAM F 's C NFLUFNCF««< CONFLUENCF VALUES USED FOP INDEPENDENT STREAM 2 ARE= TIME CF CONCENTRATIO".[`7I`:UTFS) 14.21 RAINFALL INTENSITY (INCH. /HO(JR) = 2.28 ' TOTAL STREAM AREA (ACRES) = 9.60 TOTAL STREAM R.UNCFF(CFS) AT CONFLUENCE = 19.38 FLOn PROCESS FROM NODE 9.00 TO NODE 10.00 IS CODE = 2 --------------------------------------------------------------------------- >> >>>RATIONAL '"ETHCD INITIAL SUBAREA ANALYSIS<< <<< DEVEL'JPMFNT IS SINGLE FAMILY TC = *[(LFNGTH*t3) /(ELEVATION CHANGE) ]* #.2 ' INITIAL SUBAREA FLCV- LENGTH = 1000.00 UPSTRFA" ELEVATION = 239.00 DOWNSTRFAM FLEVATION = 173.00 ELEVATION CIFFERENCE = 66.00 ' TC = .391 4I( 1000.00# #3) /( 66.00)] # *.2 = 10.673 25 YEAR RAINFALL INTENSITY(INCH /HOUR) = 2.939 SOIL CLASSIFICATION IS "D" RESIDENTIAL DEVELOPMENT PUNOFF COEFFICIENT = .8007 SUBAREA RUNOFF(CFS) = 8.47 TOTAL AREA(ACRES) = 3.60 TOTAL RUNOFF(CFS) = 8.47 FLOW PROCESS FROM. NODE 10.00 TO NUDE 5.00 IS CODE = 6 - ------------------------------------------------------------------------- ' >> >>>COMPUTE STREF.TFLOW TRAVELTIME THRU SUBAREA<< <<< UPSTREAM. ELEVATION = 173.00 OOxNSTREAM ELEVATION 132.00 STREET LENGTH(FEFT1 = 1020.00 CURB HEIGTH(INCHESI = 6. STREET HALFrIDTH(FEET) = 18.00 STREET CROSSFALL(DECIMAL) _ .0170 SPECIFIED NUMBER OF HALFSTRELTS CARRYING RUNOFF = 1 # #TRAVELTIME COMPUTED USING MEAN FLOh(CFS) = 11.33 STREET FLOWDEPTH(FEET) = .39 HALFSTREET FLOCD'nIDTH(FEET) = 15.42 AVERAGE FLCW VELOCITYtPEET /SEC.) = 5.29 ' PRODUCT OF DEPTHEVELCCITY = 2.08 STREETFLO14 TRAVELTIME(MIN) = 3.21 TC(MIN) = 13.89 25 YEAR RAINFALL INTENSITY(INCH /HOUR) = 2.315 ' SOIL CLASSIFICATION IS "D" RESIDENTIAL DEVELOPMENT RUNOFF COEFFICIENT = .7874 SUBAREA ARFA(ACRES) = 3.10 SUBAREA RUNOFF(CFS) = 5.b5 ' SUMMED AREA(ACPES) = 6.70 TOTAL RUNOFF(CFS) = 14.12 END OF SUBAREA STREETFLOW HYDRAULICS= OFPTH(FFET) = .41 HALFSTREET FLOOD '.ICTH(FEET) = 16.45 ' FLOW VELOCITY(FEET /SEC.) = 7.83 DEPTH #VELOCITY = 2.39 FLOV PRDCFSS FRO- NODE 5.00 TO NODE 5.00 IS CODE = 1 i' -- - - - - - - - - - - T - - - -- -.... -------------------------------- ------------- - - - - -- �� > »>rjfSI..`;. 1 " ::: T ST•:t ?` )f..lR CGHFLU:NCE««< » » >A`0 CO"UTF VIPI.L,5 COf.fL"'F.NCE^ 51kEA'" VALUES<<< COVFLUF ^:CE VALUES USED FOP I'JDEPENDENT STREAM 3 ARE: TIMF OF = 13.99 RAINFALL INTENSITY (INCH. /HOUR) = 2.32 ' TOTAL STRFAM AREA (ACRES) = 6.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 14.12 CONFLUENCF INFORMATION: STREAM RUNOFF TIME INTENSITY LUMBER (CFS) (MIN.) (INCH /HOUR) 1 --------------------------------------------------------------------------- 1 11.56 10.49 2.964 2 19.39 14.21 2.279 3 14.12 13.89 2.315 RAINFALL - INTENSITY -PATIO CONFLUENCE FORMULA USED FOR 3 STREAMS VARIOUS CONFLUFNCFD RUNOFF VALUES ARE AS FOLLOWS: 37.32 42.11 42.17 ' COMPUTEC CONFLUENCE ESTI!ATES ARE AS FOLLO'rS: RUNOFF(CFS) = 42.17 TIME(MINUTES) = 13.867 TOTAL AREA(ACRES) = 21.00 FLOW PROCESS FROM NODE 5.00 T9 NODE 11.00 IS CODE = 4 - ->> >>>USI PUTS- PIPEFLCIFIED ELTIME -THRU- SUBAREA« «<----------------------- » » >USING USER- SPECIFIED PIPESIZE« « < DEPTH OF FLOW IN 30.0 INCH PIPE IS 19.8 INCHES PIPEFLON VELOCITY(FEET /SEC.) = 12.2 UPSTREAM NCDE ELEVATION = 132.00 OOWNSTRFA". NODE ELEVATION = 110.00 FLOWLENGTH(FFET) = 330.00 MANNINGS N = .024 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = I PIPFFLOH TtVu SU9AREA(CFS) = 42.17 G,.6 ' TRAVEL TV11(MIN*1 = .45 TC(MIN.) = 14.34 FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 6 » >>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<< 25 YEAR RAINFALL INTENSITY(INCH /HOUR) = 2.266 SOIL CLASSIFICATION IS "D" RESIDENTIAL OFVELOPMENT RUNOFF COEFFICIENT = .7861 SUBAREA AREA(ACRES) = 1.110 SUBAREA RUNOFF(CFS) = 2.14 ' TOTAL AREA(ACRES) = 22.20 TOTAL RUNOFF(CFS) = 44.31 TC(MIN) = 14.34 tsar# as## se#### a# aat#### s#### s# s# t# tsa# t# aas # # # # #t #t # # # # # # #a #tta # # # #t # #s #a# 1 »»>COvlUTF PIPEFLO.: T"AVELTI•MF Tl! U SU3APEA««< >> >>> USING US[P- SPECIFIED PIPESIIE<< <<< DEPTH OF FLO.; IN 30.0 INCH PIPE IS 16.7 INCHES ' PIPEFLC4: VELOCITY(FEET /SEC.) = 15.8 UPSTREAM NODE ELEVATION = 110.00 DOWNSTREAM NODE ELEVATION = 85.00 ' FLOWLENGTH(FEET) = 200.00 MAP!NINGS N = .025 GIVEN PIPE DIAMFTFR(INCH) = 30.00 NUMBER OF PIPES = 1 PIPEFLOW TFRU SUP.AREA(CFS) - 44.31 ' TP.AVEL TIME(MIN.) _ .21 TC(MIN.) = 14.55 ' FLOW PROCESS FROM RODF 13.00 TC NODE 14.00 IS CODE = 2 ' ------------------------------------------------------------ >> >>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<< -- --- -- -- ------------- - -- - -- ---------------------------------------------- --------------------------------------------------------------------------- ' GDEVEL'IPMENT IS SINGLE FAMILY TC = KfI(LENGTH # #3) /(FLEVATION CHANGE)] # #.2 INITIAL SURARFA FLC^- LENGTH = 900.00 UPSTREAM' FLEVATION = 185.00 ' OOVt:STQVAm ELEVATICN = 143. 10 ELEVATION CIFFFRENCF = 42.00 TC = .391f(( 400.00 # #3) /( 42.00)] # #.2 = 10.967 ' 25 YEAR RAINFALL INTENSITY(INCH /HO(jR) = 2.868 SOIL CLASSIFICATION IS "D" RESIDENTIAL DFVFLCPM =-NT RUKCFF COEFFICIENT = .7995 SUBAREA OUNDFF(CFS) = 11.01 ' TOTAL AREA(ACRES) = 4.80 TOTAL RUNOFF(CFS) = 11.01 FLOW PROCESS FR.OM NODE 14.00 TO NODE 15.00 IS CODE = 6 ' ------------------------------------ >> >>>COMPUTF STREFTFLOW TRAVELTIME THRU SUBAREA<< <<< UPSTREA° ELEVATION 143.00 DOWNSTREAM ELEVATION = 105.00 STREET LENGTH(FEET) 520.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 18.00 STREET CROSSFALL(DECIMAL) _ .0170 ' SPECIFIED NUMBEP OF HALFSTREETS CARRYING RUNOFF = -1 # # TRAVELTIME COMPUTED USING MEAN FLOW(CFS) 13.26 STREET FLOWDEPTH(FEET) _ .38 HALFSTREET FLOCC»IDTH(FEET) = 14.39 AVERAGE FLObi VELOCITY(FEET /SEC.) = 7.05 PRODUCT OF DEPTHEVFLOCITY = 2.64 STREETFLOW TRAVELTIME(M.IN) = 1.23 TC(MIN) = 12.20 ' 25 YEA2 PAINFALL INTENSITY(INCH /HOUR) = 2.573 SOIL CLASSIFICATION IS "D" ' RESIDENTIAL DEVFLOPMENT PU,3FF COEFFICIENT = .7937 SURARFA AFFA(ACRES) - 2.2J SUP.AREA RU'dUFF(CFS) = 4.49 SUMMED ARE4(ACRES) = 7.0C TOTAL RUNOFF(CFS) = 15.50 ' ENO OF SLRARE4 STPIITFL13W HYDRAULICS: DEPTH(FFFT) = .30 HALFSTREFT FLOODb:IDTH(FEET) = 15.42 0 ' Fl TYlcrF -I/ t,,,) - /.0 ' )r':'L.ICITY # # F## # # # # # #### ##t-#F # #a.# ## ## ### #FF# #4:4441 F # # # # # # #F # # ## # #aa a## # #fifi ## ## #: #t ' FLOW PROCFSS FROM NODE 15.00 TO NODE 15.00 IS CODE = 1 » >>>DESIGNATE INDEPENDE ":T STREAM FOR CONFLUENCE<< «< --------------------------------------------------------------------------- ' CONFLUFNCE VALUES USED FOR I"DEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 12.20 RAINFALL INTENSITY (INC". /HOUR) = 2.57 TOTAL STREAM AaFA (ACPES) = 7.60 ' TOTAL STRFA" RUNOFF(CFS) . ^.T CONFLUENCE = 15.50 FLOW P4CCFSS FRG•" `ODE 16.00 TO NODE 17.00 IS CODE 2 --------------------------------------------------------------------------- >> >>>RATIONAL "ETHGD INITIAL SUBAREA ANALYSIS<<<<< ' DEVELOPMENT IS SINGLE FAMILY TC = 'tF1(LENGTH# #3) /(FLEVATION CHANGE)] #F.Z INITIAL SUPARFA FLOW- LENGTH = 1180.00 ' UPSTRFA'• ELEVATION = 156.00 DO'nNISTPFAM ELEVATION = 110.00 ELEVATION CIFPERENCE = 45.00 TI = .301 #1( 1180.00as3) /1 46.001)4 #.2 = 12.669 25 YFeP. RAINFALL INTENSITY(INCH /HOUR) = 2.477 SOIL CLASSIFICATION IS "D" RESIDENTIAL DEVELOPMENT RUNOFF COEFFICIENT = .7915 ' SUBAREA RUNOFF(CFS) = 10.39 TOTAL AREA(ACRES) = 5.30 TOTAL RUNOFF(CFS) = 10.39 ' # #as # # #sFSF # # # #sttfi FFa## ofF #fiF#ssFfifi #s # #fifi #F #saoaafiaafi #asfi #fifissfi #fifiFaatC #s# FLOW PROCESS FROM NODE 17.00 TO NODE 15.00 IS CODE = 4 ' --------------------------------------------------------------------------- >> >>>CCMPUTE PIPEFLOW TRAVELTIME THRU SU°AREAC« << ' >> >>>USING USFP- SPECIFIED PIPCSILE<< <<< 0# # #aF #aas1#4 *## #4: 411 04 fi #### #### ## 4. a4. a##### 0 ## * # ## # #fi #aa ##Ffi## #a #aF 4:#### #4, F# ' FLOE' PROCESS FwOM NODE 15.00 TO NODE 15.00 IS CODE = 1 --------------------------------------------------------------------- ' >> >>>DESIGNATE INDEPE`. ^ENT STPEAM FOR CONFLUENCE<< <<< »»>AND CI' "PUTE VARIOUS CDNFLUENCED STREAM VALUES««< DEPTH OF FLOA IN 19.0 INCH PIPE IS 9.2 INCHES PIPEFLOW VELOCITYIFF.ET /SEC.) = 11.5 ' UPSTREAM N'COE ELEVATION = 110.00 DOWNSTREAM NUDE ELEVATION = 105.00 FLOWLENGTHIFEFT) = 36.00 MANNINGS N = 024 ' GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLO'.! THRU SUBAREA(CPS) = 10.39 TRAVEL TIME(11N.) _ .05 TC(MIN.) = 12.72 0# # #aF #aas1#4 *## #4: 411 04 fi #### #### ## 4. a4. a##### 0 ## * # ## # #fi #aa ##Ffi## #a #aF 4:#### #4, F# ' FLOE' PROCESS FwOM NODE 15.00 TO NODE 15.00 IS CODE = 1 --------------------------------------------------------------------- ' >> >>>DESIGNATE INDEPE`. ^ENT STPEAM FOR CONFLUENCE<< <<< »»>AND CI' "PUTE VARIOUS CDNFLUENCED STREAM VALUES««< I.IV`.C.' VAI'JEC LSI1) 1LC, I r .,•'. i SI. T1 "' OF CINC NTRATIUN ItiUTES1 1;.72 ;�AI'.FALL INTENSITY 11 NCH. . /HCJr = 2.47 ' TOTAL STRFA� ARFA (ACRES) = 0.30 TOTAL ST^FAM RUNOFFICFS) AT CONFLUENCE _ ' CONFLUF NCF LNEORVATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) ("IN.) (I'iC,i /HOUR) 1 ---------------------------------------- 1 15.50 12.20 2.573 ' 2 10.39 12.72 2.470 10.39 RAINFALL- INTENSITY -RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 25.4° 25.27 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: R(INOFF(CFS) = 25.48 TIM;E(MINUTESI = 12.197 TOTAL AREA(ACRES) = 12.30 FLOW PROCESS FRO`! NODE 15.00 TO NODE 18.00 IS CODE = 4 » » >CC":PUTE RIPFELOW TRAVELT14E THRU SUBAREA« « < >> >>>USIN)G USER - SPECIFIED PIPESIZE<<<<< PIPEFLOti' VFLOCITY(FEFT /SEC.) = 14.4 UPSTREAM NODE ELEVATION = 105.00 DOW.NSTREAN NODE ELEVATION = 89.00 FLOWLENGTH(FEET) = 300.00 MANNINGS N = .024 GIVEN PIPE DIAMETERIINCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 25.48 TRAVEL TIMF(MIN.) = .35 TC(M,IN.) = 12.54 FLOW PRDCFSS FROM NODE 18.00 TO NODE 18.00 IS CODE = 1 --------------------------------------------------------------------------- » » >OESIG' +ATE INDEPENDENT STREAM. FOR CCNFLUENCE « «< - - - -- -- - ---- ------------- ---- -------- - - - - -- - -- - -- - CONFLUFNCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 12.54 RAINFALL INTENSITY (INCH. /HOUR) = 2.49 TOTAL STREAM AREA (ACRES) = 12.30 TOTAL STREAll RUNOFF(CFS) AT CONFLUENCE = 25.48 FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE = 2 -------------------------------------------------------------------------- >> >>>RATICNAL METHOD INITIAL SUBARFA ANALYSIS« <<< DFVELCPvENT IS SINGLE FAMILY i, I'II1IGL CU:1:?: i. 11_ „_-i \'!, T t'•= ;i 7�� U °STQ7•' FL: ..I' F)O.NST:EA° FLE4r,TIt. = 113.00 1LFVII10N 0111FRF:',CE = 31.00 ' TC = .3914[( 1000.60# #3) /( 33.00)144.2 25 YEAR RAINFALL INTENSITY(I NCH/HOUR ) _ SOIL CLASSIFICATION IS "D" ' RESIDENTIAL OEVELUP "ENT RU ?OFl COEFFICIENT SUBAREA RUNOFF (CF S) = 7.10 - 12.260 2.558 .7933 TOTAL AREA(ACRES) = 3.50 TOTAL RUNOFFICFSI = 7.10 FLOG PROCESS FRC" NODE 20.00 TO NODE 18.00 IS CODE = 6 ------------------------------------------------------=-------------------- >> >>>COMPUTE STREETFLOW TRAVELTIME TH,RU SUBAREA<<<<< ---------------------------------------------------- UPSTP.EAM ELEVATInI: = 113.00 DOWNSTREAM ELEVATION = 89.00 STREET LF.NGTH(FFET) = 450.00 CURB HEIGTH(I.NCHES) = 6. STREET HALFNIDTH(FEET) = 18.00 STREET CROSSFALL(OECIMAL) = .0170 SPECIFIED NUMBER OF HALF STREETS CARRYING RUNOFF = 1 4 #TRAVELTIME COMPUTED USING MEAN FLO' ,4(CFS) = 2.58 STRFFT FLOWDEPTH(FEET) = .36 HALFSTREFT FLOGDWIDTH(FEET) = 13.36 AVERAGE FLOV VELOCITY(FEET /SEC.) = 5.24 PRODUCT OF DEPTHLVELOCITY = 1.87 STREETFL ^'d TRAVFLTIME(MlN) = 1.43 TC(tA.1N = 13.69 25 YEAR PA.INFALL INTENSIIY(INCH /HOUR) = 2.341 SOIL CLASSIFICATICN IS "D" RESIDENTIAL DEVFLGPD'IENT RUNOFF COEFFICIENT = .7881 SUBAREA AREA(ACRES) = 1.60 SUBAREA RUNOFF(CFS) = 2.95 SUMMED AREA(ACRES) = 5.10 TOTAL R'JNOFFICFS) = 10.05 END OF SUBAREA STREETFLGk� HYDRAULICS: DEPTH(FEET) = .38 HALFSTREET FLDGDWIDTH(FEET) = 14.39 FLOW VELCCITY(FEET /SEC.) = 5.34 DEPTH #VELOCITY = 2.01 ## 4# 4######## t# 4###tt4########tt# 4t## t## 44# t # #4 # #t # ## # # # # # # #4 # #4 #t4# #4 #4 #44 FLnN PRCCESS FRO" NODE 18.00 TO NODE 13.00 IS CODE = 1 >» »DESIGNATE INDEPENDENT STREAM FOP, CONFLUENCE « «< »»>AND CCMP'JTE VARIOUS CONFLUENCED STREAM VALUES««< CONFLUENCF VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 13.69 RAINFALL INTENSITY (Ir +CH. /HGUR) = 2.34 TOTAL STREAM AREA (ACRES) = 5.10 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 10.05 CONFLUENCE INFOR °571'1`:: STREAM PUN3FF TIME INTENSITY NUMBER (CFS) (MIN.( SINCH /HDURI ------------------------------ 1 25.40 12.54 ------- ----- ----- - - - - -- - ------ - - - - -- 2.4Q4 2 10.05 13.69 2.341 II i ,I R A 1 L. L— I i `,_ ., .:'�i_l;. :�. i:'F. "'ULa USE.,. f )B .' ` >1 =.� ", :'•S ' VA"I'IUS Cti LL1 N -: F VAL'i A =C AS FCi LL r1•4 S: S/ 34.91 33.97 Cf1v PUT EC ClNFLUENCE FST It, ATIS ARE 4S FOLLOnS: RUNOFF(CFS) = 34.N1 .TI.[[IVI NUT( SI = ]2.544 TOTAL AREA(ACRES) = 17.40 FLOW PROCESS FRO" NODE 15.00 TO NODE 21.00 IS CODE = 4 >> >>>COvPUTF PIPEFLDa T:AVFLTIME THRU SUBAREA<< <<< ' » » )USING USEQ— SPECIFIED PIPESIIE« « < DEPTH OF FLO:J IN 2c.0 INCH PIPE IS 13.3 INCHES ' PIPEFLOW VEL9CITY(FEET /SEC.) = 19.6 UPSTREAM NOCE FLE VAT] G•N = 39.00 DOWNSTRFA!+.ND9F ELEVATION = 58.00 FLOVLENGTH(FEET) = 120.00 i1ANNINGS N = .024 ' GIVEN PIPE CIAMETER(INCH) 24.00 NUMBER OF PIPES = 1 PIPEFLO;: THUU SUBAREA(CFS) = 34.91 t TRAVEL TTNE(YIPI.) _ .10 TC(MIN.) = 12.65 - ---- - -- - - - -- - -- ------------------------------ - - - - - - END OF CATIONAL METHOD A!%ALYSIS II i ,I lS�b.A1F;�S4e�s•`Dty`sRb`;t� %a {a.5�5 �,x .: +a�s.;•cz4`„FsAgt..i.a(�`9 EaESE`? 1fb55Ea�S�a ai3SR3FSRl�aT}i5 sa�sssbbsasaabFass$ saa$ b�aaasaa: ss $aRxfsES *a�s�sgsss4s$$ESSSRf�a SaEaSS>;$ pSfSJ�3F$$ b$ S�asb$ Sg$ Sa$ b55Sz. 4. bbS$bT+b$bR5ga4;a`�a.FbESSabagS ORANGE LOONTY RATIONAL METHOD HYDROLOGY PROGRAM a «« « « « « « « « « « « < « « « « « « > > » » » » » » » » » » »» p (C) COPYRIGHT 1981 ADVANCED ENGINEERING $OFTHARF CAESA ESPECIALLY PREPARED FORT A5L CONSULTING ENGINEERS 1201 E, WARNER AVE,r SANTA ANA/ CA.p 92705 « «< «c « «< «< c «< c< c < c c c « « « « « » » » » »» » » » » »» >> * * * * *t * ** *DESCRIPTION OF * CITY OF NEWPORT BEACH * MURNING CANYON STORM DRAIN W25 * DATA FILE s.B62 •+U6EH•5PECIFIED HYDROLOGY AND MYORAULIG MOUEL•INFORMATION(' .1 w. w w w w. w w. w w ............. w .. w w ............. 0 ... w ... w. w ...... . U6ER 6PECIFIED BTORM EVENT(YEpR) � Z5.00 SPECIFIED MINIMUM PIPE SIZE(INCM) 0 18,00 SPECIFIED PERCENT OF GRADIENT6(DECIMAL) TO USE FOR FRICTION OCEMA HYDROLOGY MANUAL RAINFALL INFURMATIUN U$ED OCEMA HYDROLOGY MANUAL SCFwVALUES USED 4<4<g A<< c ««< < c<44<<< 4 c « «44 «< < « < »»» » » »» T7 » » » »» ADVANCED ENGINEERING SOFTWARE (AE$& SERIAL NO. 00011 REV, 100 RELEASI DATE( 7/15/81 t«*« x«♦ xxx+ tt* t«« xxwr«« t« ttxrxt« trxtxtaxrtt «x *xx «r «xtx «xx «xxx «r� FLOW PROCESS FROM NODE 10.50 TO NODE 11.00 I5 CODE a ... w. w.w..... w ............... ............................... » >>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS« 4<< osxaa= axxssxe= e= xxoexxee¢ tcxx ¢xaxxsxxecxxec= xxxxxczx�= cxxcxx DEVELOPMENT I8 SINGLE FAMILY TC P K *1(LENGTM* *3) /(ELEVATION CHANGE)A * *,2 INITIAL SUBAREA FLOWwLENGTH s '410,00 UPSTREAM ELEVATION a 134,00 DOWNSTREAM ELEVATION F 110,Ou ELEVATION DIFFERENCE = 2400V TC R .391 *I( 410,00 * *3) /( 24.00)A * *.2 9 79653 25 YEAR RAINFALL 1NTENSITY(INCH /HUUk) • 3.804 SnTI ELARRIFTEATTAN TR <n< RESIDENTIAL UEVELUPME0 RUNOFF GUEFFICIENT F .811v 'SUBARLA RUNUFF(CFS) s 3171 TUTAL AREA(ACRES) s 1.20 TUTAL RUNUFF(CFS) • 3.71 -= ss_ scssc=- ssssscsss- czcccctsssssss_ �.. sssssst scsssssacss_ss= c- -- sz_cc - -_ -s ' ENO OF RATIONAL METHOD ANALYSIS 11 11 11 11 1 11 11 11 11 11 II 11 11 II II II I I 4IV:4* ** ** ***** **** ** 4644******* 4* t***4 ** 4** *t *t*t #t * # #* #44 #4 *4:L4f 4*t*0 ** *0 PRESSURE PIPE_ —FLOW HYDRAULICS COMPUTER PROGk". PACKAGE (REFERENCE: LACFCDgLACRDq E OCEMA HYDRAULICS CRITERION) .�5 aa**** taa* a** ataa** a* aa* aaa** t* tt********* a* a *aa *aataaa *ataa *a *a *aa * *a * * *a* ' <<<< << <<<< << «« <<<< <<<<<<<<<<<<<<<<< >>>> >> >>>. >>>> >> »»» >> >> >>>> >> >>>>>>> (C) COPYRIGHT 1981 ADVANCED ENGINEERING SOFTWARE IAES) ' ESPECIALLY PREPARED FOR: ALDERMAN9 SWIFT E LEWIS ' 1201 E. WARNER AVE.s SANTA ANA...CA.9 92705 <<<< << <<<<<< «« <<<<<<<<<<<< «« <<<<<>>>>>>>> »» >>>>>>>>>>>>>> »» >> >> >>>> ' * * * * * * ** *DESCRIPTION OF RESULTSa** a* aa* a* aa# *a # # *a *a * * * * * * * *a *a * *aa * *e * * * ** ' CITY OF NEWPORT BEACH q�/ EXISTING MORNING CANYON STORM DRAIN CAPACITY LAA" DATA FILE = BLB3P ********** aa* * * * *aa * *a *a * *a * * *a *a *a *aa * * * *aa *6666 * * *a *a * * *taaa * * * * * * *a * *a ** NOTE: STEADY FLOW HYDRAULIC HEAD —LOSS COMPUTATIONS BASED ON THE MOST ' CONSERVATIVE FORMULAE FROM THE CURRENT LACRDILACFCD, AND OCEMA DESIGN MANUALS. ' DOWNSTREAM PRESSURE PIPE FLOW CONTROL DATA: NODE NUMBER = 12.00 FLOWLINE ELEVATION = 85.00 PIPE DIAMETER(INCH) = 30.00 PIPE FLOW(CFS) 36.40 Qb ASSUMED DOWNSTREAM CONTROL HGL 87.500 . ' z=::sz=z: s :=s:zzm :zzzzsaazazazmzzz=zzzsz =66=66 z, zzzazaazzaz=zaz= aaazzzaz :aas NODE 12.00 - HGL= < 87.500 >;EGL= < 88.354> ;FLOWLINE- < 85.000> ' << « << « << ««« «« ««« << «« <<<<<>>>>>>>> >>>> >>>> >>>>>>>>>> >>>>>> >> >> >> ADVANCED ENGINEERING SOFTWARE IAESI SERIAL NO. 80011_ REV. 1.0 RELEASE DATE: ...,6/01/81 ' <<<<<<<<<<<< «« <<<<<< ««««« <<<<<>> »» >> »» >>>>>> >>>>>>>>>>>>>. »»»> szs =zzz=zzxsa=x axzx :szxzzz :zszxza � � zxsx ::sass= = =ssxzzzzsszssasazaax PRESSURE FLOW PROCESS FROM NODE .00 TO NODE 11.00 IS CODE 1 ' UPSTREAM NODE 11.00 ELEVATION = 103.00 --------------------------------------------r------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW x 36.40 CFS Qic. PIPE DIAMETER.- 30.00 INCHES ' PIPE LENGTH = 200.00 FEET MANNINGS N.= .02400 2X CAAf� SF =(0 /K) * *Z - (( 36.40)/( 222.176)) * *2 = .0268416 HF =L *SF = ( 200.001 *( .0268416) = 5.368 NODE 11.00 : HGL= < 92.868> ;EGL= < 93.722>;FLOWLINE= < 103.000> 1 0 PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL o7%p LOST PRESSURE HEAD USING SOFFIT CONTROL 12.63 NODE 11.00 : HGL- < 105.500>;EGL- < 106..354> ;FLOWLINE- < 103.000> i, l asx sass::: siazsi aissssxisiszziszasassaziszzzzis i i z:s azxzsz........ ' PRESSURE FLOW PROCESS FROM NODE 11.00 TO N 1.00 IS CODE 5 UPSTREAM NODE 11.00 ELEVATION - 103.00 ' --CALCULATE _---------PRESSURE --------°FLOW ---------JUNCTION -- LOSSES: ----------------------------------- NO. DISCHARGE DIAMETER AREA VELOCITY DELTA HV ' 1 34.6 30.00 4.909 7.049 0.000 .771 2 36.4 30.00 4.909 7.415 .854 3 000 18.00 1.767 0.000 0.000 4 0.0 18.00 1.767 0.000 0.000 - 5 1.8 = =e 05 EQUALS BASIN INPUT = == LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: ' DY-(02*VZ-01*V1*COS(DELTAI)-03*V3*COS(DELTA3)- 04 *V4 *COS(DELTA4)) /((A1 +A2) *16.11 UPSTREAM MANNINGS N = .02400 DOWNSTREAM MANNINGS N - .02400 UPSTREAM FRICTION SLOPE _ .02425 ' DOWNSTREAM FRICTION SLOPE _ .02684 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .02555 JUNCTION LENGTHIFEET) - 10.00 FRICTION LOSS - .255 ENTRANCE LOSSES = .171 ' JUNCTION LOSSES - DY +HV1 -HV2 +(FRICTION LOSS)!(ENTRANCE LOSSES) JUNCTION LOSSES - .165+ .771- .854 +1 .2551+( .1711 .509 NODE 11.00 : HGL- < 106.091> ;EGL= < 106.862 > ;FLOWLINE - < 103.000> ................... ...... Z ....... i ........ ' PRESSURE FLOW PROCESS FROM NODE 11.00 TO N E .00 IS CODE 1 UPSTREAM NODE 5.00 ELEVATION - 125.0 ' -- ---- -- - - -- --------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCDI: PIPE FLOW - 34.60 CFS PIPE DIAMETER.= 30.00 INCHES PIPE LENGTH - 330.00 FEET MANNINGS N.- .02400 SF =(Q /K) * *2 - (( 34.60)/( 222.176)) * *2 = .0242526 HF =L *SF - t 330.00) *( .02425261 - 8 «003 ' NODE 5.00 : HGL= < 114.094> ;EGL= < 114.•866>;FLOWLINE- < 125.000> --- --- - -- - -- -------- - ------------------- -- ------ - -------- - --- - -- - - -- ' PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = . 13.41 NODE 5.00 : HGL- < 127.500> ;EGL= < 128..271>;FLOWLINE- < 125.000> ' ass zxzx sazzzaisaxzzaxzxzaa asaaxaxisisizzxixsiizaz �a�= ......xaazzz. PRESSURE FLOW PROCESS FROM NODE 5.00 TO NODc`vl�• 0 IS CODE = 5 ' UPSTREAM NODE 5.00 ELEVATION - 125..00 '� �J 11 Ij L 11 L� - Ll. IoLZ- IL rM1L } }UK I'_ i __ NO. DISCHARGE DIAMETER 1 15.8 18.00 2 34.6 30.00 3 0.0 18.00 4 0.0 18.00 5 18.8 =i=05 EQUALS AREA VELOCITY DELTA HV 1.767 8.941 0.000 1.241 4.909 7.049 -- .771 1.767 0.000 0.000 - 1.767 0.000 0.000 - BASIN INPUT = == LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(02*V2-01*V1*COS(DELTAI)-03*V3*COS(DELTA3)- 04 *V4 *COS(DELTA4)) /((A1 +A2) *16.1) UPSTREAM MANNINGS N .02400 DOWNSTREAM MANNINGS N .02400 UPSTREAM FRICTION SLOPE _ .07711 DOWNSTREAM FRICTION SLOPE _ .02425 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .05068 JUNCTION LENGTH(FEET) = 10.00 FRICTION LOSS = .507 ENTRANCE LOSSES = .154 JUNCTION LOSSES = DY +HV1 -HV2 +(FRICTION LOSS) +.(ENTRANCE LOSSES) JUNCTION LOSSES = .955+ 1.241- .771 +1 .507) +( .154) = 2.086 NODE 5.00 : HGL= < 129.116>;EGL= < 130.357>;FLOWLINE= < 125.000> II i i .......... i i i t i iii i i PRESSURE FLOW PROCESS FROM NODE 5.00 TO NO .00 IS CODE 1 UPSTREAM NODE 8.00 ELEVATION = 133.00 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCO): PIPE FLOW = 15.80 CFS PIPE DIAMETER = 18.00 INCHES PIPE LENGTH = 190.00 FEET MANNINGS N „= .02400 SF =(0 /K) * *2 = (( 15.80)/( 56.898)) * *2 = .0771105 HF =L *SF = ( 190.00) *( .07711051 = 14.651 NODE 8.00 : HGL= < 143.767>sEGL= < 145.0.08 >:FLOWLINE= < 133.000> ............. .............. S Z= Z i S iJ S ............. END OF PRESSURE FLOW HYDRAULICS PIPE SYSTEM r, m., s = 4#44* 0#40 0#0 0 tC4 441# *4 4 #4 t4 0 4 ## *#0 ##a 440####0 # # * * #4 # ##0# # #34 4 a # 4 a #a44 # # # # # #* I, PRESSURE PIPE —FLOW HYDRAULICS COMPUTER PROGRAM PACKAGE (REFERENCE: LACFCD,LACRD, d OCEMA HYDRAULICS CRITERION) ' (Cl COPYRIGHT 1981 ADVANCED ENGINEERING SOFTWARE IAESI ' ESPECIALLY PREPARED FOR: ALDERMAN, SWIFT E LEWIS ' 1201 E. WARNER AVE., SANTA ANA,_ CA., 92705 «« <<<<<< ««« «« «« <<<< «« <<<<<>>>>>>>>>>>>>> >> >>>>>>>>>> >>>>>> >>>>>> * * * ** * ** *DESCRIPTION OF RESULTS # # #f* 4444 # # # #a # # * ## *4444 # # # * # # *f # # #* # #f CITY OF NEWPORT BEACH ' PROPOSED MORNING CANYON STORM DRAIN,CAPACITY DATA FILE = BL83P1 NOTE: STEADY FLOW HYDRAULIC HEAD —LOSS COMPUTATIONS BASED ON THE MOST ' CONSERVATIVE FORMULAE FROM THE CURRENT LACRD,LACFCD, AND OCEMA DESIGN MANUALS. DOWNSTREAM PRESSURE PIPE FLOW CONTROL DATA: NODE NUMBER - 12.00 FLDWLINE ELEVATION 85.00 PIPE DIAMETER(INCH) = 25.50 PIPE FLOW(CFSI 36.40 Cep ASSUMED DOWNSTREAM CONTROL HGL = 87.500 ' zz zszs:xzazasx :xaszszszzzzzzzazsz sax= s:: zzs: zx�azzzszxzs ................... NODE 12.00 ' HGL= < 87.500>;EGL= < 89.136 > ;FLOWLINE= < 85.000> 1 ««««««« «««««««««««< » » » » » » » » > » » » » » » » » »» ADVANCED ENGINEERING SOFTWARE fAESI SERIAL NO. B0011 , REV. 1,0 RELEASE DATE:...6 101181 ««««<C«««« «««««««««< » » »» » » »»»»» »»» » >. »» »> ' zzzzzz=zzzzz zzz zzzz=zz azzzzz zzz s= zzazx :azazazaza......sazzza =azz zz =vzazzsaz PRESSURE FLOW PROCESS FROM NODE 12.00 TO NODE 11.00 IS CODE = 1 ' UPSTREAM NODE 11.00 ELEVATION - 103.00 °----------------------- ------ ------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCDI: - - - - -7 -- -- -- PIPE FLOW = 36.40 CFS (,)i0 PIPE DIAMETER..= 25.50 INCHES PIPE LENGTH - 200.00 FEET MANNINGS N .01100 nqp SF =(0!K) **2 - (( 36.40)/( 314.267))4#2 .0134154'' V HF =L*SF = ( 200.00)*( .0134154) = 2.683 NODE 11.00 : HGL= < 90.183>;EGL= < 91.819 > ;FLOWLINE= < 103.000> 11 R Z i Z i i i i i i i 2 Z ii i= i i i i i i i i i= i= i i i i i Z i i iii i ii Z Z Z i i i Z Z i i i Z Z Z= Z Z i i i i i i i i= Z i i Z i i ' PRESSURE FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE 5 UPSTREAM NODE 11.00 ELEVATION = 103.00 -------------------------------- ----------------------------------- CALCULATf PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY. DELTA HV ' 1 34.6 25.50 3.547 9.756 - 0.000 1.478 2 36.4 25.50 3.547 10.263 1.636 3 0.0 18.00 1.767 0.000 0.000 - ' 4 0.0 18.00 1.767 0.000 0.000 - 5 1.8 = = =05 EQUALS BASIN INPUT - == ' LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(02*V2-01*V1*COS(DELTAII-03*V3*COS(DELTA3)- 04 *V4 *COS(DELTA4)1 /((A1 *A2) *16.1) ' UPSTREAM MANNINGS N - .01100 DOWNSTREAM MANNINGS N = .01100 UPSTREAM FRICTION SLOPE _ .01212 DOWNSTREAM FRICTION SLOPE _ .01342 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .01277 JUNCTION LENGTH(FEET1 - 10.00 FRICTION LOSS = .128 ENTRANCE LOSSES = .327 ' JUNCTION LOSSES = DY +HV1 -HV2 +(FRICTION LOSS) +(ENTRANCE LOSSES) JUNCTION LOSSES = .316+ 1.478- 1.636 +4 .128)+( .327) _ .613 . NODE 11.00 : HGL- < 105.895> ;EGL= < 107.373 > ;FLOWLINE= < 103.000) Z i = ..................... i= i i i i i ...... ' PRESSURE FLOW PROCESS FROM NODE 11.00 TO NODE 5.00 IS CODE 1 UPSTREAM NODE 5.00 ELEVATION - 125.00 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 34.60 CFS PIPE DIAMETER = 25.50 INCHES ' PIPE LENGTH = 330.00 FEET MANNINGS N = .01100 SF =(0/K) * *2 - (( 34.60)/( 314.267)1 * *2 = .0121214 HF =L *SF ( 330.00) *( .0121214) = 4.000 ' NODE 5.00 : HGL= < 109.895 >;EGL= < 111.373 > ;FLOWLINE= < 125.000> ------------------------------------------------------------------------ ' PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = 1 17.23 NODE 5.00 : HGL- < 127.I25>;EGL= < 128.603>;FLOWLINE- < 125.000> .............. i ' PRESSURE FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE 5 UPSTREAM NODE 5.00 ELEVATION - 125.00 PRESSURE FLOW ASSUMPTION -------------------- USED TO ADJUST - - - - -- -------------------- HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = 14.94 NODE 11.00 : HGL- < 105.1Z5> ;EGL= < 106.761>;FLOWLINE- < 103.000> 11 R Z i Z i i i i i i i 2 Z ii i= i i i i i i i i i= i= i i i i i Z i i iii i ii Z Z Z i i i Z Z i i i Z Z Z= Z Z i i i i i i i i= Z i i Z i i ' PRESSURE FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE 5 UPSTREAM NODE 11.00 ELEVATION = 103.00 -------------------------------- ----------------------------------- CALCULATf PRESSURE FLOW JUNCTION LOSSES: NO. DISCHARGE DIAMETER AREA VELOCITY. DELTA HV ' 1 34.6 25.50 3.547 9.756 - 0.000 1.478 2 36.4 25.50 3.547 10.263 1.636 3 0.0 18.00 1.767 0.000 0.000 - ' 4 0.0 18.00 1.767 0.000 0.000 - 5 1.8 = = =05 EQUALS BASIN INPUT - == ' LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY=(02*V2-01*V1*COS(DELTAII-03*V3*COS(DELTA3)- 04 *V4 *COS(DELTA4)1 /((A1 *A2) *16.1) ' UPSTREAM MANNINGS N - .01100 DOWNSTREAM MANNINGS N = .01100 UPSTREAM FRICTION SLOPE _ .01212 DOWNSTREAM FRICTION SLOPE _ .01342 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .01277 JUNCTION LENGTH(FEET1 - 10.00 FRICTION LOSS = .128 ENTRANCE LOSSES = .327 ' JUNCTION LOSSES = DY +HV1 -HV2 +(FRICTION LOSS) +(ENTRANCE LOSSES) JUNCTION LOSSES = .316+ 1.478- 1.636 +4 .128)+( .327) _ .613 . NODE 11.00 : HGL- < 105.895> ;EGL= < 107.373 > ;FLOWLINE= < 103.000) Z i = ..................... i= i i i i i ...... ' PRESSURE FLOW PROCESS FROM NODE 11.00 TO NODE 5.00 IS CODE 1 UPSTREAM NODE 5.00 ELEVATION - 125.00 CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): PIPE FLOW = 34.60 CFS PIPE DIAMETER = 25.50 INCHES ' PIPE LENGTH = 330.00 FEET MANNINGS N = .01100 SF =(0/K) * *2 - (( 34.60)/( 314.267)1 * *2 = .0121214 HF =L *SF ( 330.00) *( .0121214) = 4.000 ' NODE 5.00 : HGL= < 109.895 >;EGL= < 111.373 > ;FLOWLINE= < 125.000> ------------------------------------------------------------------------ ' PRESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL LOST PRESSURE HEAD USING SOFFIT CONTROL = 1 17.23 NODE 5.00 : HGL- < 127.I25>;EGL= < 128.603>;FLOWLINE- < 125.000> .............. i ' PRESSURE FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE 5 UPSTREAM NODE 5.00 ELEVATION - 125.00 CALCULATE PRLS SURE FLOW JURCTIL.:, ' NO. DISCHARGE DIAMETER AREA VELOCITY DELTA Hy 1 15.8 15.00 1.227 12.875 0.000 2.574 2 34.6 25.50 3.547 9.756 1.478 3 0.0 18000 1.767 0.000 0.000 ' 4 0.0 18.00 1.767 0.000 0.000 - 5 18.8 - =-05 EQUALS BASIN INPUT = = - ' LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: DY-(Q2*V2-01*V1*COS(DELTAI)-03*V3*CDS(DELTA3)- 04 *V4 *CDS(DELTA4)) /((Al +A2) *16.1) UPSTREAM MANNINGS N .01100 1 DOWNSTREAM MANNINGS N - .01100 UPSTREAM FRICTION SLOPE - .04283 ' DOWNSTREAM FRICTION SLOPE _ .01212 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .02748 JUNCTION LENGTH(FEET) - 10.00 FRICTION .LOSS = .275 ENTRANCE LOSSES - .296 JUNCTION LOSSES - DY +HV1 -HVZ +(FRICTION LOSS) +.(ENTRANCE LOSSES) JUNCTION LOSSES - 1.745+ 2.574- 1.478 +( .275) +( .296) 3.412 ' NODE 5.00 : HGL= < 129.441>;EGL= <. 132.015 >;FLOWLINE - < 125A000> S i 3 Z 3 f .......... 3 3 . Z S i S Z S Z 3 Z 3 Z=.............................. PRESSURE FLOW PROCESS FROM NODE 5.00 TO NODE 8.00 IS CODE 1 UPSTREAM NODE 8.00 ELEVATION - 133.00 ' ----------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOSSES(LACFCD): ' PIPE FLOW = 15.80 CFS PIPE DIAMETER, -= 15.00 INCHES PIPE LENGTH - 190.00 FEET MANNINGS N - .01100 SF =(0 /K) * *2 - (( 15.801/( 76.343)) * *2.= .0428328 HF -L *SF - ( 190.00)*( .0428328) - 8.138 'NODE 8.00 : HGL- < 137.579>4EGL- < 140.153>;FLOWLINE- < 133.000> iiii=s. iiiiz=i===iii=-=ii iisiiisiiiii- is i==i .Z.iiiiiiisii :=iziiivis- iiiisis END OF PRESSURE FLOW HYDRAULICS PIPE SYSTEM.. PPI I -URE FIFE- FLOI,! H`+'DF'FiULIC E Fr'GGFHM F'HCi -:.HGE '.F'E'EREI'10E: LHCFCD,LACRD, 01_Etli; H'iI.F'HULIF: CRITERION> 1 ♦♦+ f+♦ sf♦♦++♦♦♦++ f♦♦+♦♦+♦♦ f+ ifi+ fif++++♦ af+++ ♦f+++iffifi +fi + ++ff+faf++f+fif♦ 1 <r; C:OF'YRIGHT 1981 AD'•:'ANC:ED ENGINEERING EOFTIJARE IAES:] 1 ES:PEC:IALLY PREPARED FOB..': ALDERMANF SWIFT c.: LBII- 1X11 E. WARNER A'•;'E.. 'SANTA ANA. CA., 92705 1 1 +f+ff++ +++DE:SCRIPTION OF REL: ULTSa♦ af♦ f+ f♦♦ i♦ a +ffff+f+fffii++ +++++++++f+++a+f • CITY OF NEWPORT BEACH • 1 + EXIS:TING `:EAWARD STORM DRAIN C:AF'AC:IT'r' • + DATA FILE = BLE:2PI • ♦++++++++++♦ ffff+++ ififfiii++ i♦♦+ f+ ff+ ifff+♦♦ +++++++++++++++++ ++++++ +++++++♦ ' ♦++++♦♦+ fifif♦♦+ f+ fi+++ fi♦ ff♦♦♦+ 1f++ f++♦♦+ f♦ i +f + +ffif ♦ ♦ +f ♦ + + + + + +f ♦ ♦ ♦fi ♦ ♦f + +♦ NOTE: STEAD'i' FLOW H''rDRAULIC: HERD -LO: CO PUTATION:S EASED ON THE MO -:T CON, ER',•'ATI'•:'E FORMULAE FROM THE CURRENT LACRD.LACFCD. AND OC:EMA 1 DE:_IGN MANUAL:::. DOIJNS:TREHM PRE:_Sl-IRE PIPE FLOW CONTROL DATA: 1 NODE NUMBER = 21, OCI FLOIJLINE ELE'YATION = `8. uO F'IF'E DIAMETER'::INCW = 24.00 F'IF'E FLO! FEE _TIRE FLOL F - LiCr rr01" a i❑ ',CiE L I,` IIF TREFiM NODE cli It - ELE rl1 1 0f1 - nn CALCULATE PRESSURE FLOW ANGLE -POINT LOS= E:= '::LACRI: : ' F'IF'E FLOW = 2_I.=:0 CF: -: PIPE DIAMETER = 24.00 INCHES: PIPE ANGLE POINT DELTA = 4'.Ou DEGREES PRE:_ =:HRE FLOW ANGLE -POINT COEFFICIENT KA = 2340 PRESSURE FLOW ''+'ELOCITY = 9.1' FEET /SEC. !' '- ;ELOC:ITY HEAD = 1. S;C10 HAFT= KA+'::'vELOCITY HEAD::' ' NODE 20.50 : HGL= _:4.:3,0 ;. ;EGL= 5.AlO.',;FLO.JLINE= < I 1 c . A Cny PRE:_> URE FLOW PROCE: -:S FROM NODE �!I.6C1 ❑ N ❑DE 18. ii0 I:': CODE = 1 - -- UP =TREHM NOME Ic :. CIO ELE'•.'A :4. 1) Cf ---=------------------------------------------------------------------------ CALCULATE PRESSURE FLOW F_RICTIOH LO:-:'_E`:iLAC:FCDi: F'IF'E FLOW = 2 :. :Cl C:FS: F'IF'E DIAr•tETER = 24. Cf I INCHES: PIPE LENGTH = SO. CIO FEET MANNING:_ N = CfI SID CI 3F= ':.[!:'K 2 2S. ;III f. 226.224:1 * *2 = 0162072 HF =L *:_F = is 80. CIir1 �':. cfIE, Cl7[ I. 21_' NODE I :.11ll HGL= j ;5.6(I2; >;EGL= _:6.90' ? ;FLOIJLIP - 4. CICf0:> ----------------------------- °---------------------- - - - - -- -° - ---- - - - - -- PRES�S:IIF.'E FLOW A' '_lIMPTION USED TO HD.AI:_T HGL AND ECL LM,T PRESSURE HEAD U: -:ING :_OFFIT CONTROL = 40 NODE 18. CfCI : H G L C:4. CfCf0> PRESSURE FLOW F'ROC:E:_S FROM NODE 1°, iIC1 TO NODE IS. 00 I: CODE _ ' -- ---- NODE 1:__!11- iI p ELE--- IOr- �----- - --------------------- - - --- - - -- - - CALCULATE PRESSURE FLOW -:_4_- - -- - - -- JUNCTION L0:_SES:: NO. DI:--CHARGE DIAMETER ELOCITY DELTA H AREA ''1 'd ' 1 11.9 !; 1, 00 1.76 , 11. 82"r 0. 111111 2.17G 2 28.8 24. FICI 2.142 9.167 -- 1.-305 : 11. I_l 18. II CI I. 7E•7 0. I_I 1111 If. It Cf0 - ' 4 0. 11 18. 1111 1. 76 0. Clod 11. uIIO 5 '.9 = = =05 EQUAL:_ BASIN INPUT = == ' LA_FCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE USED: '::DELTA3i- 1= i4s'•;':}sCOS:tDELTA4: 1 UPSTREAM MANNINGS: N = i1240Cf DOWN:_JREHM MANNINGS' N = Cf24Off UPSTREAM FRICTION :_LOPE _ .13, 492- DOWNSTREAM FRICTION SLOPE = 0 «24 A'•:'ER..AGED FRICTION SLOPE IN JUNCTION ASS:UMEII AS 0950 8 ' JUNCTION LENGTH (:FEET) = ENTRANCE LO'SS:E_ = .261 7. CIO FRICTION LOSS = .666 JUNCTION LOSSES: = D`+H'v'i -H +:'2 +'::FRICTION LOS: =::' +'::ENTRANCE LOSSES,- JUNCTION LOSSES: = .213+ 2.172- 1.105 +c, E,E.E.:; +c: EE.li = 2.0U7 NODE 1'G:. CIO : HC,L= :C:4,CIinl;, _'.140;=;EC,L= S'- ' PRE: SURE FLOW PROCE'a:S FROM PRESSURE NODE 12.Oi1 TO N❑ 12- 1 00 I CODE = 1 UF•S:TREAM NODE 15. 00 ELE'•:'ATION = 9 =:. C1 ---------------------------------------------------------------------------- ' CALCULATE PRESSURE FLOW FRICTION LO'-ES i'LAC:Ff -D-, F'IF'E FLOW = 2!1.9[1 C:FS: PIPE IIIAMETER = IS. 00 INCHES: PIPE LENGTH = 300.00 FEET MANNINGS: N = .02400 - 'G (/Ljl/E i5� �� i. �.�E � 1 ELE;ATlOn 98.1)0 --- ---- - ---------------------------------------------------------__\�~r | 0� CHLCUiRTE PPE CURE FLOW FRICTION LOC7EC(LHCFCD!: ` PIPE FLOW = 20.90 CFC PIPE DIAMETER = 18^00 IfICHEC PIPE LENGTH= FEET MHMNlM6C N = ,02400 w= �F= (Q/K)++2 � (( 21J.90>/( 56" ++2 = ,1349249 � HF=L*"�-F ( ^1349249 40^477 . NODE 15"00 : HGL�� < 127"617>;EGL� < 129.789> 9�,000) � N� PRESCURE FLOW PROCECC FROM MODE 15.00 TO MODE 15.00 l2 CODE 8 � UPSTREAM MODE 15^00 ELEYF�TIOH 9S"00 ---------------------------------------------------------------------------- CALCULATE PRECCURE FLOW CATCH 8H�lM ENTRANCE LOCCEC(LHCFCD): � m� PIPE FLOW(CFC) = 7^20 PIPE DIAMETER(INCH) 13.00 PRESCURE FLOW VELOCITY HEAD : ,258 CHTCH BASIN ENERGY LOCC 2+0VELOClTY HEAD> ,2*( MODE 15.00 : H5Lc < 129.841>;EGL= < 129^841>.;FL0 k|LIME� END OF PRE�:CURE FLOW HYDRHULICC PIPE 'YCTEM �� --'- -- - � � FG'E_ LIFE FIRE -FLO!. h I+ RUL IF,. ! DI1Fli'.cr ir.1'1 FA FAGS F'EFEEENCE: LHC:FC:D LHC:RD• OCENH H' UFH:u!_ CF'ITERION., � 44+#+ f4♦♦ f ♦ #+++44f++fif+4ff1 ♦ ♦+ ♦4ff44 +1 ♦4 #+41414 # + + + +#4 ♦ ♦ + +f 1444++f #444444+♦ c::C::3 COPYRIGHT 1981 ADVANCED ENGINEERING 1-OFTWARE CAE: -7 E_.PECIALL`i' PREPARED FOR: iALDEP.MAN± SWIFT & LEdIS 12:01 E. WARNER AVE.� SANTA ANA± CA.� 92705 4 # +4++4#++DE5-:CRIF'TION OF F' E'' SULT-: 4#♦ f#++ 4+++ 4♦ 4++ #4 + + # ++a++ #♦ ++♦ +♦ + +++4 #f +#+f + CITY OF NEWPORT BEACH L + + PROPOSED SLIP LINKING SEAWARD _TORN DRAIN C.APACIT''i' (� • '+ DATA FILE = E:LEE.P1 • f4 + ♦i4+f+++ + +# # + #4+ +44441+ ##++ +f +411♦ 4144+4 44 + + +f ♦ # # # ♦ #+ ♦ # +f + + + ++ #+ + ♦4 + ++# ++ ' 4f + + ♦f# ♦+# ♦ +++ ♦4#41 ++ ♦f+t++ 4144 +♦ 4411 + +i+f #+ #4f+ + + ++ + + #i+4 #44+441+4+144++ ♦ +♦ NOTE: :_TEADY' FLOW HYDRAULIC HEAD-LOSS COMPUTATION -. RA:_EIi ON THE MOST CON'ERVATIVE FORMULAE FROM THE CURRENT LACRD�LACFCD� AND 0uEMA ' DE:=_ICN MANUALS. DOWN:- :TREAM PRE_':_URE F'IF'E FLOW CONTROL DATA: � n ' NODE NUMBER _ '2'1.00 FLOWLINE ELEVATION = `_2..00 PIPE DIAMETER�INCH7 = 20.0(1 PIPE FLDW(CFS> 28.E:u n A�_.:: UMED DOWNSTREAM C:ONTF'OL H=L = 6u. 000 NODE 21.00 : HGL= 6(l, CIi'(t:l EGL= 62.7il6'- ;FLOWLINE= ADVANCED ENGINEERING _- AFTtdAF.'E IAES:7 ' ERIAL NO. E:0011 REV. 1. il �ELEAS:E DATE: 6/01•'81 (� tip' ------------------------ -- PRESSURE FLOW PROCESS FROM NODE 21. 00 T❑ N IE c! . _ U I CODE 1 UFSTREAM NODE E-0,50 ELEVATION = 82.UU ' -----------------_-------------------------------- _--------------------- ----11 CALCULATE PRESSURE FLOW FRICTION LOSSESt::LACFCD ?. F'IF'E FLOW 28.80 CFS 45e PIPE DIAMETER = 2o.0u IN+'HES: ' PIPE LENGTH = 40.00 FEET MANNING_: N = .01100 �ct S:F= cry; -f::: ++2 = 28.8cl.- i. 164.414)1+42 _ .ILj IIE._7: r' HF =L +S:F = 40. !Io' 03f)E -837 = 1.227 ' - -- NODE----- --- ---- HI- 1-- - - - - -- -- ---- EI- L- ---- - - - - -- .- - ----- -E= u! !l 1- PRESS URE FLOW A3S. -3S. I DN USED TO ADJL I:_ T HGL AND EGL ' LOST PRESSURE HEAD U`-INC SOFFIT CONTROL = 22.44 r NODE 20.5+_I : HGL= c:.6f.7 ?EGL= _,'.373,-. FLOIJLIN - oc.0cl0.: | / PRE URE FLO� FFL, F�Uh /;Oj.E .2- UPCTREOM NODE 2 [LE;HTIOM \ -__-_--_----_--_---___--_-__------_--__--_------_-----__------_--_----_-----�- CALCULATE PRESCURE FLOW ANGLE-POINT LO_7:CE7 (LHCKD): PIPE FLOW = 28.8C, CFC PIPE DIAMETER 20.00 lNCHEC N� PIPE ANGLE POINT DELTA = 45,00 DEGREES PRESSURE FLOW ANGLE-POINT COEFFICIENT KA 340 PRESCURE FLOW VELOCITY 13^20 FEET/SEC. �ELOClTY HEAD = 2°706 w� HHPT=KH+(YELOC}TY HEAD.) ( ,234(1) 706) 633 MODE 20"50 : H6L= < 84^300>;EGL= < 82.CI0C)/ PREC�URE FLOW PROCECC FROM MODE 20^50 TO M .�0 ]� �ODE � 1 VPCTREHM NODE 18"00 ELE�HTIOM 4.0V -_-___--_--_---_-__-__-_-_____-_--_-_---___--__--_-_--_--____-__---_-___-_-_ CALCULATE PRECCURE FLOW FRICTION LOJCEC(L��CFCD): N� PIPE FLOW = 28.SA CFC PIPE DIAMETER = 20^00 INC HE.,_.: � PIPE LENGTH = S0"00 FEET MRMMlM6C M = .h110CI �F=(Q/K)**2 = (( 2B.80)/( 164.414))^°2 = .0306937 HF=L+'.F 20^00)*( .��0621:37) = 2,455 NODE 1S"00 : H6L= < [:6.755 E6L= < E:9.461>;FLOWLlM ,.0C) (I/ PRES'SURE FLOW PROCES.0 FROM MODE 18.00 TO MODE 18.00 IS CODE 5 UPSTREAM MODE 1�"00 ELEVATION 34.00 ___-_--_-__-_-__-______----_-_-_-___----------__-----__-_----_-_-_-----__-_- CALCULATE PRECCVRE FLOW JUMCTlOM LOCCEC: NO. DlCCHHRGE DIAMETER AREA ;ELOCITY DELTA H; 1 20"9 15"01-1 1,227 17"031 0,000 4.504 � 2 2i:.6, Cl0 1,'; a 13. 1 `- 2"706 3 0^0 18"0cf 1.767 fl^000 0.�I-I0 - 4 0.0 18,00 1"767 Cf. CIO 0 0.000 ` 7"9===Q5 EQUALS BAS-IN INPUT=== LHCFCD AND OCEMH PRECCURE FLOW JUNCTION FORMULAE USED: N� DY=(Q2+V2-C!1+Y1*COC(DELTH1)-Q3*Y3+COC(DELTH3)- m� Q4+Y4*COC(DELTH4))/((H1+H2)+16,1) UPSTREAM MHMMlM5C M (11100 � DOWNSTREAM MHMMIM6C M .O1100 UPSTREAM FRICTION SLOPE 07495 DOWNSTREAM FRICTION SLOPE "03068 H�ERH5ED FRICTION CLOPE IM JUNCTION ASSUMED HC .05282 JUNCTION LEM6TH(FEET) = 7.00 FRICTION LOS" � .37O ENTRANCE LOSSES = .541 D� JUNCTION LOSSES = DY+HV1-HV2+(FRICTIOM LOSC)+(EMTRAMCE LO�SES) jUMCTIOM LOSSES = "442+ 4^504- 2.706+( "37(I)+( ~541) = 3°151 MODE 18.00 : HGL= < 88^107>:EGL= < 92.611)';FLOWLIME= < �4,000> � � 0� PRESSURE FLOW PROCECC FROM MODE 18.00 TO NO IS CODE 1 � m� UPSTREAM MODE 15^00 ELEYHTlON = 981.00�_��� ____________________________________________________________________________ CRLCULHTE PRESSURE FLOW FRICTION LOCCEC(LHCFCD): PIPE FLOW = 20^90 CFC PIPE DIAMETER = 15.0fl 7NCHEC |� / PIPE LENGTH = 300.00 FEET MHMMIM6C M = .0l1Oct CF=(Q/K)**2 = (( 20"90)/( 76.343/)*+2 = .0749471 HF=L+CF 3A0"00) 0749471) 22"424 � NODE 15.00 : H5i= < 11O,591>;EGL= < 115^095>ZFLOIALI ^000/ I .1 I I I I I I P TO NODE 15. 0 1 -,ODE U F':-, T F E t7.'l F ELE%,.'RT ION = 19 1::. 00 --------------- , -- ------------------------------------------------ CALCULATE r'RE_S UPE FLOW CATCH BASIN ENTRANCE LMSEs ---------- r'LACFCDIA : PIPE FL❑W(CFS.". = 7.20 PIPE DIAMETERfINCH') = 15. f? 0 PRE_�.':URE FLOG 'vELOCITY HEAD = .535 CATCH BA`IH ENERGY LOSS = .2*(VELOCITY HERD) = .2*( .5-��5) 107 NODE 15.00 : HGL= < 115.202>-EGL= 115.202 .;FLOWLINE= 96. cl END OF PRESSURE FLOW HYDRAULICS PIPE -SYSTEM READY. I .1 I I I I I I P 1 E <tE -, :, HrDRAULU__ COMPUTER PROGRAM F- „ °AE FAVRE_E: LACICD•LACRD, 2.: OCEMA H;'DRAULIC:S CK101O0 i♦ irflf♦ 1f♦ r♦ ri. fiffil♦. 1ii.♦♦♦ i14♦. i♦.♦♦♦♦ 1if ♦f.iliff..4i1f ♦1ff.f4.fff4lf ♦♦ ' (C:) COPYRIGHT 19=:1 ADVANCED ENGINEERING SOFTWARE ORES] E:_PECIALLY PREPARED FOR: ALDERMAN, SWIFT & LEWIS 1201 E. WARNER AVE.; SANTA ANA, CR.; 92705 i♦r♦1♦.. *♦DESC:RIPTION OF RE' =ULT_ ♦.r.r. oral♦♦ a♦r1rl.i.irf.1 ♦..ff.1.a1♦.a+r.• CITY OF NEWPORT BEACH ♦ PROPOSED RCP SEAWARD STORM DRAIN CAPACITY i ♦ DATA FILE = E:LE:7F'1 • ♦♦.♦ 1i♦. ili.r ii. iaf♦ 1♦♦ a♦ 1♦♦ r♦ iri lfil ifr. f.♦♦ ♦ ♦r♦.s♦lfirii.iifl.flf♦i..f111♦ ' .r.arils♦r♦.r ♦s►i tail. a♦♦. if i. f. fraililrali♦ ii ir.iflfi♦r♦ +.1f.lf.ralfili ♦.i♦ NOTE: STEADY FLOW HYDRAULIC HEAD-LOSS COMPUTATION__ EASED ON THE MOST CON'_ERVATIVE FORMULAE FROM THE CURRENT LACRD,LA+=F+D> AND OCEMA 'DESIGN MANUAL=. DOWN=.TREAM PRESSURE PIPE FLOW CONTROL DATA: ' NODE NUMBER = 21,00 FLOWLINE ELEVATIOii 501.00 ql�j l F'IF'E DIAMETER(IHCH) = E4.00 F'IF'E FLOI� (CFS) _ 2_:.80 0? A:'SUMED DOWN >STREAM CONTROL HGL 60.000 NODE 21.00 : HGL= < 60.000 >;E =L= < 61. 05 ;FLOWLINE= < 5=:.000 > ' AD'VANCED ENGINEERING :SOFTWARE [AES] SERIAL NO. B0011 REV. 1.0 RELEASE DATE: 6= 0lz81 PRESSURE FLOW PROCE__: FROM NODE 21.00 TO N 0 IS CODE i -------TEAM- NODE----- ii 1 ------------ HTIOt- ---------------- - - - - -- CALCULATE PRESSURE FLOW FRICTION LOS=ES(LACFC:D): F'IF'E FLOW = 88.80 CFS PIPE DIAMETER = 24.00 INCHES ' PIPE LENGTH = 40_00 FEET MANNING:_ N = .010:40 r' ,rl? ?F= (i i::.) .i2 _ 28.80)z( 226. 224)) 1 ♦2 _ .0162072 HF =L* F = . 40.00 ♦ ( .0162072) _ . E.4 =+ NODE HGL------- ii- y ____FLO!dLIhiE------ Er, L------ ::- 8.40q - ---- �li -c” t1_ t41--- - -- - -- PRESSURE FLOW ASSUMPTION !USED TO ADJUST HGL AND EGL LO _T PRESSURE NODE 20.50 HEAD USING SOFFIT CONTROL 23.35 : HGL = - =:4.000+ >;EGL = , =:5.305 >;FLOWLINE - r ` S .444.. PPL�:-�URE FLOi�� FROM nODE TO HODE 20,50 IC ,ODE -------_-_--_-_--_-----_--__------_--_---__---_-__------_--_____------_----_ UP:-TREHM nODE 20^50 ELEVATION = S2.flu � CALCULATE PRESSURE FLOW ANGLE-POINT LOCCEC(LHCRD): PIPE FLOW = 28 30 CFJ PIPE DI�METE� � 24 00 INCHEJ " ^ w� PIPE ANGLE POINT DELTA 45,fi0 DEGREES ' PRECCURE FLOW ANGLE-POINT COEFFICIENT KH 40 PREC%URE FLOW VELOCITY 9.17 FEET/".EC. VELOCITY HEAD 1.305 HHPT=KH*(YELOCITY HEAD;- ^2340)+( °305 MODE 20^50 : HGL= < 84^305>;EGL= < 85^610>;FLOHLIME: < O2.000> oo ������������������ PRECCVRE FLOW PROCECC FROM MODE 20.50 TO M "00 IC CODE - � 1 UPCTREHM MODE 1��^00 ELEVATION � 34.00��- ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOCCEC(LACFCD): PIPE FLOW � 23"80 CFC PIPE DIAMETER � 24°00 INCHES: PIPE LENGTH 80,00 FEET MHHMIMGC M = ^013(10 � CF Q/K)++2 28^E;0)/( 226.224)>+*2 01621.172 N� w� HF=L*CF 80^00)+( "0162072) .297 NODE 18"00 : HGL= < 85.602>;E6L= < 86.907> FLO 84"000> 0� ---------------------------------------------------- - ----------- PRE-:CURE FLOW RCCUMPTIOM U�ED TO HDJUCT H5L AND E S-" LO�T PRE'--- HEAD UClM6 �OFFIT CONTROL � MODE 18^0o : HGL= < 86.0,.',0>;EGL= < 87"305>;F[Ou[INE= < 84.600) .�� PRECCURE FLOW PRDCE17'C FROM MODE 18.00 TO MODE 18"00 IC CODE 5 UPSTREAM MODE 18^00 ELEVATION 4.A C, ---------------------------------------------------------------------------- . ! CALCULATE PRESSURE FLOW JUNCTION LOCCES: NO. DI�CHHR6E DIAMETER AREA VELOCITY DELTA Hy =� 1 20"9 18~0O 1"767 11"827 0"000 2.172 ' 2 28^3 24,00 3"142 9.167 '` 1.305 0.0 18. CIO 1.767 0"000 0^000 ' � ,mw 4 0"0 18. CIO 1.767 0"000 0.000 ' 5 7^9===05 EQUALS BASIN INPUT=== � LHCFCD AND OCEMH PRECCURE FLOW JUNCTION FORMULAE UCED: Di=(Q2+v2`C!1+V1+COC( DELTA 1)`Q3*V3+COC(DELTH3)^ Q4+'v,4*C0C(11ELTH4))/((H1+Fi2)*16,1) � � UPJTREHM MHMMIM5C M A1300 DOWMCTRERM MHMN7MGC M 01300 11PCTREHM FRICTION SLOPE ^03959 � n� DOWNSTREAM FRICTION SLOPE .01621 AVERAGED FRICTION SLOPE IM JUNCTION HSCUMED HC ^02790 JUNCTION LENGTH(FEET) = 7"00 FRICTION LO-,' 195 ENTRANCE LOSSES = "261 JUNCTION LOSSES = DY+HY1-HV2+(FR]CTIOM LOC%)+i.EMTRHMCE LOCCEC) JUNCTION LOCCEC = "213+ 2^172- 1.305+( NODE 1S"00 : H5L= GS.841>;FLOWLIHE= < 84^000> PRECCURE FLOW PROCECC FROM MODE 18 00 TO 0 IC CODE 1 U yP3TRERM MODE 15.fi0 ELEVATION 98. !N� ____----------------- CHLCULHTE PRECCURE FLOW F��ICTlOM LOC�E%(�RCFCD): PIPE FLOW 20"90 CFC PIPE DIAMETER 18,00 INCHES . rzmr / lrcr "^,»u / PRE:--, C1; PE rLO|.i P []rl UDI/E 0f TO MGUE 15.1ih ll �O§E UPS.TRERM NODE ELE�HTIOM 00 ---------------------------------------------------------------------------- CALCULATE PRESSURE FLOW FRICTION LOCCEC(LHCFCD): PIPE FLOW = 20.90 CF3 PIPE DIAMETER = 18.00 }NCHEC PIPE LENGTH = 300.00 FEET MHMMIM5C M c °01300 SF= (Q/K)+*2 = (( 20°9(1)/( 1(15^(143))++2 : "0395873 N� HF=L+�F ;� ( . , . 300 60)�( 0395873) �� 11 876 ~� MODE 15.00 : H6L= < 98.545>;E5L= < 100°717>;FLOW C'.600/ --------------------------------------------------------- PRESSURE FLOW H,�-CUMPTIOM USED TO ADJUST HGL AND EGL -------- LOCT PRESSURE HEAD UC}M6 SOFFIT CONTROL .95 MODE 15^00 : H5L= < 99^500>;ECL= < 101.672>;FLOQ����` < 9S.00�> PREC�URE FLOW PROCECS- FROM MODE 15.0f) TO MODE 15"00 IC CDDE � 8 N� UPCTREHM MODE " , 15 00 ELEVHTlOM � 98 00 ---------------------------------------------------------------------------- CHLCUL�TE PRE��CURE FLOW CATCH BHCIM ENTRANCE LOC�EC(LHCFCD): PIPE FLOW(CFC) 0 PIPE DIAMETER(INCH) 1".00 � PRE2CURE FLOW VELOCITY HEAD ^253 CATCH DHCIM ENERGY LO'.'- = .2+(;ELOClTY HERD) � ^2�( ^258) .v52 MODE 15.00 : HGL= < 101^724>;E6L= < 101.724>;FLOWLIME= < 98.000> � END OF PRECCURE FLOW HYDRHULlCC PIPE CYCTEM m� REHDY" . • • t %ay 9, 1983 CITY COUNCIL AGENDA ITEM NO. F_ ;�(Z- TO: CITY COUNCIL FROM: Public Works Department SUBJECT: MORNING.CANYON ROAD AND SEAWARD ROAD STORM DRAIN REHABILITATION (C -2339) RECOMMENDATIONS: 1. Approve the request of John T. Malloy to be relieved of his low bid on the lining alternative for the project, and for the ac- companying bid bond to be exonerated. 2. Award Contract No. 2339 to Ameron, Inc., for $88,158.00 (Lining Alternative) and authorize the Mayor and the City Clerk to exe- cute the contract. DISCUSSION: At 11:00 A.M. on April 16, 1983, the City Clerk opened and read the following bids for this project: * ** Linina Alternative * ** Bidder Amount Low John T. Malloy and John T. Malloy, $ 87,441.00 Inc., J.V. 2 Ameron, Inc. 88,158.00 3 Robert G. Castongia, Inc. 129,005.00 4 Spiniello Construction Co. 141,985.00 * ** Replacement Alternative * ** Bidder Amount Low John T. Malloy and John T. Malloy, $109,536.00 Inc., J.V. 2 George Dakovich & Son, Inc. 133,560.00 3 Robert G. Castongia, Inc. 150,020.00* 4 D. G. Concrete Construction 150,150.00 *Corrected bid total is $149,020. Subsequently, the apparent low bidder, John T. Malloy, requested to be relieved of his bid and that his bond be exonerated because of omissions • in a subcontractor's quotation. Malloy's documentation appears to provide ample justification for relief. See attached letters from Malloy and his sub- contractor, and a memorandum from the City Attorney. The second low bidder for the lining alternative, Ameron, Inc., is prepared to perform the work. Ameron's bid is 44% above the Engineer's esti- mate of $61,125. Ameron has successfully performed recent contracts for the City. APPROVED BY CITY COUNCIL DATE,d3 6 May 9, 1983 Subject: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation Page 2 • Contract 2339 provides for the rehabilitation of deteriorated cor- rugated steel storm drain pipe in Corona Highlands and adjacent to Pacific Coast Highway (see attached sketch). Ameron's rehabilitation method for the lining alternative consists of a machine- placed cement - mortar liner within the existing pipe. Such construction is desirable in that (1) the work may be quickly accomplished with minimal inconvenience to street traffic and ad- joining property owners, and (2) the completed product is competitive in flow characteristics and price with a pipe replacement alternative. This lining technique has been successfully used by other agencies (but not the City) as an alternative to a more expensive pipe replacement. Adequate funds are budgeted under Account No. 02- 3497 -250. Plans and specifications were prepared by ASL Consulting Engineers. The project is being expedited so that all work may be completed by June 30. Subsequently, the entire Corona Highlands tract is to be resurfaced under a separate contract. Benjamin B. Public Works LRD:jd Att. • Nolan Director 3 • • 0 JOHN T. MALLOY. INC. 606 NO. LARCHNONT BLVD. GENERAL ENGINEERING CONTRACTOR LOS ANGELES, CA. 90004 PIPE UNE CONSTRUCTION STATE LICENSE NUMBER 830287 (213) 464 -7106 April 19, 1983 City of Newport Beach Public Works Department City Hall Newport Beach, California Att: Ben Nolan, Public Works Director Re : Contract No. C -2339 Dear Mr. Nolan: Enclosed please find a letter Services, Inc. in relation to Due to this omission on their be relieved of my bid on the this project. I respectfully be exonerated. Yours very truly, �T John T. Malloy JTM:mm Encl. from Rodding Cleaning the above -named project. part, I request that I Lining Alternative for request that my bid bond RE�o v APR 't `J 1983 PARi��Ni (35 POR�,BEi�CB�S y RODDING CLEANING SERVICES, INC. Specializing in today's needs for environmental protection. 761 N. Cahuenga Blvd. • LosAngeles, CA 90038 • (213) 466 -2121 2585 Nicholson St. • San Leandro, CA 94577 • (415) 357 -8875 April 18, 1983 John T. Malloy John T. Malloy Company 606 N. lardamont Blvd. IQs Angeles, CA 90004 RE: Slip- lining prioes for Newport Beach Dear John: Maen calculating the costs of slip - lining for the City of Newport Beach, two items of substantial value were ami.tted. Item 1. Grouting of the annular space. 51 cubic yards @$150.00 /yard. $7,650.00 Item 2. Special welding of angular points and their fittings. 10 special welds and 21 fittings. $6,700.00 $14,350.00 The omission of these items was inadvertent and not a ommm occurrence in our bidding procedures. However, they were discovered, and since these oversights represent 21% of our sub -bid, it is clear that we would be providing our services at a financial loss. We apologize for these errors and request that Redding- Cleaning Services be relieved of its obligations in the sub -bid for contract no. C -2339. S Y. Char es R. ltaiyynerfi 0 Sales Manager RECEDED APR 19 1983 DEPARTMENT Aii KS IEWPPUBLIC TEC 5 • OFFICE OF THE CITY ATTORNEY MEMORANDUM April 21, 1983 To: Lloyd Dalton, Design Engineer Public Works Department From: Robert H. Burnham - City Attorney Re: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation (C -2339) • We reveiwed the documentation that you the request of John T. Malloy, the low referenced contract, to be relieved of alternative for the project. It is ou has established grounds for relief and bid by consent of the City Council. have supplied regarding bidder on the above his low bid on the lining r opinion that the bidder should be relieved of his It is our understanding that a sub- contractor for the bidder failed to include, in the sub -bid, certain costs which were listed on the back of one of the work sheets. The omissions constitute a substantial part of the sub -bid, the sub -bid was the major component of the bid submitted by Malloy, and thus the bid was materially different than intended. The bidder notified the City of the error within five days after the opening of the bids. Pursuant to the provisions Section 5101 and 5103 of the Public Contract Code a bidder may be relieved of his /her bid either by consent of the awarding authority or pursuant to judgment directing the local agency to grant such relief. In order to obtain a judgment granting relief the bidder must establish that: • 1. A mistake was made: 2. Notice of the mistake was given to the public entity within five days from the date on which bids were opened; 3. The mistake made the bid material different than intended; • i • 4. The mistake was clerical in nature and not due an error in judgment or carelessness in inspecting the site or reading the plans. According to the facts that you have supplied a bidder can establish the grounds necessary for a court judgment granting relief from his bid. Under these circumstances there appears to be no justification to withhold consent to force such relief. • o� KI as it x� w O a z ac KI as it x� w O a z U o� od b I I I I I I Z W Q o ° ~ I a � � °aim I a o a F- x N W x 7 b� \\ ✓ I I 1 l� IIII II I� 11 11 a O 2 F- N Q O U , 1 a 1 1 Post Office Box 457 Wilmington, California (213) 835 -8201 Telex: 691412 .111llep lil Pipe Lining Division May 5, 1983 Mr. Lloyd Dalton Design Engineer City of Newport Beach Newport Beach, California 92663 -3884 Dear Mr. Dalton: Morning Canyon Road and Seaward Road Storm Drain Rehabili- tation. Contract No. 2339 Enclosed are the executed copies of the contract documents, performance and payment bonds, insurance certificates, listing of subcontractors, and workers' compensation certificate. I would like to call to your attention that the bonds have been dated May 9; therefore, in order for the contract to be legal, it has to be dated on or before May 9, 1983. If you have any questions regarding these documents, please contact Liz Jefferson for assistance. We are looking forward to working with you on this project. Very truly yours, Robert A. Otto Marketing Manager RAO:lj, Encl0 s RECEIVED MNI ,,,1983 DEPAVW Of k�f pal �8EAC8 �S Pipe Lining Division SUBCONTRACTORS 0 The following subcontractors will be used in executing the work for the City of Newport Beach: Empire Pipe Cleaning 10282 Trask Garden Grove, CA Video Tapes Sully Miller 6145 Santiago Canyon Orange, CA Paving Clausen Excavation 309 N. Broadmoor West Covina, CA Excavation John Malloy 606 N. Larchmont Blvd. Los Angeles, CA Catch Basin & Pipe R. L. Emerson Division Vice President 5/9/83 • 0 AMERON, INC. CERTIFIED COPY OF RESOLUTION OF THE BOARD OF DIRECTORS RESOLVED, That R. L. Emerson, L. S. Leister, Robert A. Otto, Scott F. Biondi or Lee Hollerbach or any of them, are hereby authorized to sign and affix the Corporate seal, on behalf of Ameron, Inc. to bids, proposals, bonds and contracts and by so doing as its authorized agent, bind the Corporation to performance of any and all obligations contained therein. If two signatures be required on any such document, then any two individuals hereinbefore named may sign, or any one of such individuals together with Uwe E. Weindel, may sign, and if the signature of any individual or individuals need be authenticated, then any of the individuals herein named may authenticate the signature of any other. I hereby certify that the foregoing is a valid and binding action taken by and in behalf of Ameron, Inc. and that it constitutes an authorized appointment made in full compliance with that certain Resolution adopted by the Board of Directors of Ameron, Inc. at its meeting held or. March 29, 1982 at the office of the Corporation, 4700 Ramona Boulevard, Monterey Park, California and that the same remains in full force and effect. Date: January 28, 1983 Assistant Secretary L. S. Leister CITY OF NEWPORT BEACH CONTRACT NOTICE TO: Gentlemen: A contract has been awarded to: CALIFORNIA Ameron, Inc. City Hall 1300 w, Newport Blvd. Area Coda 714 640 -2281 THIRD AND FINAL NOTICE Date May 6, 1983 Contract No. 2339 for the improvement of: .Morning Canyon Road and Seaward Road orm Drain Kehatliltation work to be performed: line in place ex. storm drain pipeplan No. Completion date: June 15, 1983 D- 5137 -5 If your utilities are affected, please attend the pre- construction conference with the contractor and city representatives on: Tuesday, May 10 @ 2:00 PM at City Hall Council Conference Room The contractor may start construction at any time following the pre- construction conference. If your work has not been completed, please telephone (714) 640 -2281 IMMEDIATELY. Community Cablevision Ameron, Inc. So. Ca Edison So. Ca Gas Pacific Telepone CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92663 -3884 April 26, 1983 PUBLIC WORKS DEPARTMENT 714/640 -2281 Ameron, Inc. 2414 East 223rd Street P. 0. Box 457 Wilmington, CA 90749 SUBJECT: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation 933a Title of Project (Lining Alternative) Contract No. Gentlemen: The City Council will award the subject contract to you on May 9, 1983. Enclosed are four copies of the contract documents. Four copies each of the following documents shall be executed: Payment Bond (pages 9 & 10) Faithful Performance Bond (pages 11 & 12) Certificate of Insurance and Endorsements (pages 13, 14 & 15) Contract (pages 1.6 & 17) The date of the contract is to be left blank since it will be dated when the City exe- cutes the contract. The distribution of executed contract documents will then be to (1) City Clerk, (2) Engineer, (3) Contractor, and (4) Bonding Company. Note that the enclosed forms for Certificate of Insurance and Endorsements are the only forms acceptable to the City for this purpose. The Standard Specifications require that you sign and file with the Engineer a Workers' Compensation Insurance certificate. You may execute and return the enclosed Workers' Compensation Certificate to satisfy this requirement. All of the executed documents mentioned above shall be returned to the Engineer c/o Public Works Department, City of Newport Beach, 3300 Newport Boulevard, P.O. Box 1768, Newport Beach, CA 92663 -3884, within ten (10) days (not including Saturday, Sunday,' and Federal holidays) after they have been mailed to you. Very tru yours, Lloyd lton Design Engineer LD:rb i Enclosures 3300 Newport Boulevard, Newport Beach TO: CITY ATTORNEY FROM: Public Works Department SUBJECT: NOW—ING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REHABILI- TATION (C-2339) Per the attached letter and documentation, contractor John T. Malloy is requesting to be relieved of his low bid on the lining alternative for this project. He feels that the documenta- tion lawfully justifies exoneration of his bid bond. Please review the merits of Malloy's requests, render an opinion, and prepare the necessary interpretation of law for in- clusion in our Council memo by April 28, 1983. If Malloy is relieved of his obligation to perform, we intend to award this contract to the second apparent low bidder, Ameron, Inc., on May 9, 1983. Lloyd Dalton Project Engineer LD:jd Att. I 0 0 JOHN T. MALLOY. INC. 606 NO. LARCHMONT BLVD. GENERAL ENGINEERING CONTRACTOR LOS ANGELES, CA. 90004 PIPE LINE CONSTRUCTION STATE LICENSE NUMBER 380287 (213) 464.2705 April 20, 1983 City of Newport Beach Public Works Department City Hall Newport Beach, California Attn: Ben Nolan, Public Works Director Re : Contract No. C -2339 Dear Mr. Nolan: As per your request, transmitted herewith are the worksheets used in preperation of the above named project. Yours very truly, John T. Malloy JTM:mm Encl. MC'K 2v 19633 KS DE ART U' t, Oki BEACH CIV OF 1 2 3 4 5 6 7 8 9 ro 11 12 13 14 15 16 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 ,36 $7 38 39 40 �:' nuuuuvi; (;LEANING MAC I INC_ - - - -- i _ r�ryF -- PrS g ?f1. 5- S' efye /Foar sow L r DI's 4 mU1P AP Hill OE ---- � � ' ') � � rd ) 2 ` io 12 10 12 13 13 15 16 Is 16 Is 20 21 20 21 .22 22 23 23 25 25 27 .28 2 9 30 31 , ial 27 28 29 30 31 32 32 39 39 � ' ') � � rd TWA) I ✓)c C) *-\,) 2 3 1. 4 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3 38 39 40 ri ,it, /' 5 D rZ 1; )UUfNU-%rLLANINU IVJACHIIVAJ& lvdte. - - --- ----- TT. I - --------- --TL-a L4 rSO " 29 1 30 32 77 33 TMC TRANSIT MIXED CONCRETE COMPANY READY —MIXED CONCRETE • ROCK & SAND • GRAVEL • BASE e I R C� � �' t � ,d 3 I �geM +r.v RECEIVED APR 20 1983 DEPARTMENT OF PUBLIC WORKS 15 LOCATIONS SERVING ALL OF CITY OF NEINPORI' BEACH LOS ANGELES AND ORANGE COUNTIES (213) 223 -4101 (714) 637 -9000 ■a 0 r C F .L 7 N _F a Z 1 J A i N U W "��EIYRINNIIIIIINNIIA a� F- r m I F Z N C Q La x oz t— U W A z o� J Q I F Z N C Q La x oz t— U W A llllllllmll Ell 111111111111111110 --, f ������YYIIIpNNA a ,d CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BID SUMMARY CONTRACT NO. Z33LI LOCATION: City Clerk's Office TIME 11:0,0 DATE /Orr'% . 4pr/l 6 1483 Alter�afiae CONTRACTOR lG or 2 I 0 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT CONTRACTORS CHECK -OUT LIST Bid Opening Aoril 15 @ 11: AM PROJECT Morning Canyon Rd & Seaward Rd Working Days Deposit Required Storm Drain Rehabilitation, C -2339 Engineer's Estimate NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS OCBA DAILY THE PLAN ROOM Ameron, Pipe Lining 2414 E 223rd Street Wilmington, CA 90749 835 8201 Underground Surveys Corp 209 4973 E Lansing 292 2003 27 John T. Malloy 606 No Larchmont 464 2705 Gillespie Construction 1055 El Camino Dr, Ste F George Dakovich & Son, Inc. 22631 A Maple Avenue Fleming Engineering, Inc. 8281 Commonwealth Avenue RLjpna Park, CA 90621 994 3501 larke Contracting Co. 1218 S Alameda 7nmpton- CA 90220 537 6470 piniello Construction Co. 78 (Box) ua$ G�ji. 4nrgan Hili, CA W37 anti J�P pine llo Construction Co. y�y63�3 — -� 5 Airport Rd nrri,i-nwn N .1 07960 Hydro- Conduit P.O. Box 939, Corona, CA 91720 735 2420 Venus Engr Inc. Bx 1507, Anderson, CA 96007 365 0105 C K Pump Dewatering P.O. Box 2800 let" Rpgeh CA 902al 432 3461 03 • i CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT CONTRACTORS CHECK -OUT LIST Bid Opening 4 -15 @ 11 AM PROJECT Morning Canyon Rd & Seward Rd Worki6g Days 40 cons ca j Deposit Required -0- Storm Drain Rehabilitation, C -2339 Engineer's Estimate ssbi, fining replacement 7077080 NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS Pacific Corrugated Pipe 13680 Slover 829 4235 J & R Construction 759 Reposado la Hahra Hpiaht,. CA 90631 697 4349 Dominic Giangregorio Const Co. 850 Colorado B1 #102 41 254 7952 Mike Acosta Concrete 406 Palja nue -- 280 -2989 City Construction Company P.O. Box 1039 Ontario 91762 (714) 984 -9360 T J Crosby Co. Inc. 2836 W 5th Street 973 1181 Ameron, Pipe-Div 4700 Ramona BI WQAtoray Park, C.A. 91794 268 4111 Solid Structures Const. 70 reayi 'ng d-17-1 Rob't G Castongia Inc. 123232 S Woodruff Avenue 803 332 IANCO 12814 A Foothill B1 Ftiwanda. CA 917.39 899 2477 L 0 UnDERGROUnD 0 SURVEYS CORP 4973 E. Lansing, P.O. Box 12891, Fresno, CA 93779 • (209) 292 -2003 April 12, 1983 City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, CA 92663 Attn: Mr. Lloyd R. Dalton Re: Notification of Intent; Withdrawal of Insituform Underground Survey Corp. Bid on Project 2339. Dear Mr. Dalton, In reviewing the bid documents and in particular the engineers estimate of lining alternatives, I feel that our submittal of a bid would serve no purpose on this particular project. It is apparent that line service capacity is of no major concern and that a short term re- pair would be acceptable. Insituform is designed to mini- mize capacity loss and maximize service life neither of which can be affected at the conservative engineering estimate projected. We therefore respectfully decline bidding this project and in turn request consideration on future projects where capacity, service life, and environmental impact are of more concern. Re ards, onald L Owens Operations Manager RLO /nh j APR 1<. `�.� NEWp4ftT BEA ;, PaditTelephone 3939 E. Coronado Street First Floor Right of Way Department Anaheim, California 92807 Phone: (714) 999 -5663 Anaheim, April 5, 1983 City of Newport Beach Public Works Department 3300 W. Newport Blvd. P.O. Box 1768 Newport Beach, California 92663 -3884 Attention: Lloyd Dalton ,9res. , Re: Project 2339; Morning Canyon and Seaward Road Storm Drain Rehabilitation Dear Lloyd, Please find enclosed a set of your. project plans of which I have circled in red crossings with our existing underground structures. Extreme caution should be used in these areas to avoid and damage. Please have the contractor call Underground Service Alert, 1 -800- 422 -4133 2 work- ing days prior to work start. If you have any questions, please call me on 999 -5715. Very truly yours, Bill Badsga d Engineer, Li ison enclosure Pacific Telephone 3939 E. Coronado Street First Floor Right of Way Department Anaheim, California 92807 Phone: (714) 999 -5663 Anaheim, March 25, 1983 City of Newport Beach Public Works Department 3300 W. Newport Boulevard P.O. Box 1768 Newport Beach, California 92663 -3884 Attention: Lloyd K. Dalton Re: Contract No. 2993 ilk Dear Lloyd, r This is an answer to your request dated March 15, 1983. We do have extensive underground facilities in the vicinity of this project, however, we are unable to determine the extent of conflict without more detailed plans. Please send us copies of these plans when they become available. If you have any questions, please call me on 999 -5715. Very truly yours, BilA�asgard Engineer, is son f ^� l 1Vlf r4 BID NOTICE To: • 0 CITY OF NEWPORT BEACH CALIFORNIA Public Works Dept. , rity Nall 3300 W. Near, blvd. Area Code 714 640 -2281 SECOND NOTICE March 30, 1983 Date Gentlemen: Bids will be opened on April 15, 1983 for: Project Title: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation 'Contract No. 2339 Plan No. D- 5137 -5 Work to be performed: Line or replace apprx. 1440 lin. ft. of deteriorated CSP storm drain pipe in Morning Canyon Rd, Seaward Rd. and the n'ly parkway of Pacific Coast Hwy, as high - lighted on the attached print "Index Map ". 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, 640 -2281. ,cos ti�e�fsent._ to: °= 18 So Ca Edison So CA Gas Community Cablevision Pacific Telephone LRD:em Att. 0 0 March 28, 1983 CITY COUNC L AGENDA ITEM NO. f ",3 0 TO: CITY COUNCIL FROM: Public Works Department SUBJECT: MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REHABILITATION (C -2339) RECOMMENDATIONS: 1. Approve the plans and specifications. 2. Authorize the City Clerk to advertise for bids to be opened at 11:00 A.M. April 15, 1983. DISCUSSION: The Capital Improvement budget includes a $152,000 appropriation for the replacement of deteriorated corrugated steel storm drain pipe in Corona Highlands and adjacent to Pacific Coast Highway (see attached sketch). Plans and specifications have been prepared by ASL Consulting Engineers (ASL) to permit either the installation of a liner material within the existing storm drain pipe or the replacement of the existing pipe. The liner may be either a machine placed cement mortar (such as Spunline by Ameron), a polyester resin insertion (such as Insituform by Underground Surveys Corp.) or a polyethylene sleeve (such as Drisco i e by Phillips 66). All of these liner materials have been successfully used y of er agencies (but not the City) as an alternative to pipe replacement, especially for projects where the pipe is relatively inaccessible or remote, or where pipe replacement would necessitate a costly relocation of utili- ties or reconstruction of surface improvements. ASL's construction estimate is $61,125 for the lining alternative and $109,080 for the replacement alternative. As .a maintenance project, the work is categorically exempt from coastal development permit requirements per Section II.B.4 of "Interpretive Guidelines on Exclusions from Permit Requirements" issued by the California Coastal Commission. The project is also categorically exempt from provisions of the California Environ- mental Quality Act per Section 15102 of the Act. An encroachment permit has been obtained from CalTrans for work within State right -of -way. The permit requires that such work be completed prior to June 10, 1983. The contract requires that all work on the project be completed by June 30. Subsequently, the entire Corona Highlands tract is slated to be resurfaced under a separate contract.�� ������\�� CJU�tCl' � ii Benjamin B. Nolaan/ Public Works Director LRD:jd Att. i ENGINEER'S ESTIMATE ._ CITY F NTWPbO T BEACH PUBLIC WORKS DEPARTMENT MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REPLACEMENT CONTRACT NO. C -2339 PROPOSAL To the Honorable City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92663 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Instructions to Bidders, has examined the site, the video tape and Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. C -2339 in accordance with the Plans and Special Provisions, and will take in full payment therefor the following unit prices for the work, complete in place to wit: * * * * * * * * * * * * * * * * * * ** *Lining Alternative * * * * * * * * * * * * * * * * * * * * ** NO. UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1 - Mobilization and clearing in- cluding removals as required. Dollars and Cents $ - $2,000 Lump Sum 2 595 Line existing 18 inch CSP Lineal Feet Storm Drain Dollars and Cents $30.00 $17,850 Per Lineal Foot P E ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 3 341 Line existing 24 inch CSP Lineal Feet Storm Drain @ Dollars and Cents $40.00 $ 13,640 Per Lineal Foot 4 516 Line existing 30 inch CSP Lineal Feet Storm Drain @ Dollars and Cents $ 45.00 $_23 220 Per Lineal Foot 5 1 Construct modified catch Each basin per details on con- struction drawings (L =7') @ Dollars and Cents $ 1500. $ 1,500 Each 6 5 Install 18 inch R.C.P. Lineal Feet (2000 -D) @ Dollars and Cents $ 55.00 $ 275 Per Lineal Foot 7 - Guarding Underground Lump Sum Construction @ Dollars and Cents $ -- $ 1,000 Lump Sum 8 - Traffic Control Lump Sum @ Dollars and Cents $ -- $ 2,000 Lump Sum Total Price Written in Words (Lining Alternative) I Dollars and Cents $ 61,485 Ci * * * * * * * * * * * * * * * * ** *Replacement Alternative * * * * * *. * * * * * * * * * * * * * ** ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1 - Mobilization and clearing in- Lump Sum cluding removals as required. @ Dollars and Cents $ -- $ 2,000 Lump Sum 2 126 Install 30 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and Cents $ 100. $_12,600 Per Lineal Foot 3 38 Install 24 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and $ 75. $ 2,775 _Cents Per Lineal Foot 4 19 Install 24 inch R.C.P. Lineal Feet (2000 -D) with conc. backfill @ Dollars and Cents $ 78. $ 1,482 Per Lineal Foot 5 476 Install 21 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and Cents $ 65. $ 30,940 Per Lineal Foot 6 18 Install 18 inch R.C.P. . Lineal Feet (2000 -D) @ Dollars and Cents $ 55. $ 990 Per Lineal Foot UNIT TOTAL PRICE PRICE- i $ 55.00 $22,660 $ 45.00 $ 8,235 $ 40.00 $ 3,240 $ 30.00 $ 5,310 $1500. $ 1,500 $ 2000. $ 10,000 1 $ 200 $ 600 ITEM QUANTITY ITEM DESCRIPTION NO. AND UNIT UNIT PRICE WRITTEN IN WORDS 7. 412 Install 18 inch R.C.P. Lineal Feet (1250 -D) @ Dollars and Cents per lineal foot B. 183 Line existing 30" C.S.P. Lineal Feet @ Dollars and Cents per lineal foot 9. 81 Line existing 24" C.S.P. Lineal Feet @ Dollars and Cents per lineal foot 10. 177 Line existing 18" C.S.P. Lineal Feet @ Dollars and Cents per lineal foot 11. 1 Construct modified catch Each basin per details on con- struction drawings (L = 7') @ Dollars and Cents per each 12. 5 Construct junction struc- Each ture No. 1 per Newport Beach Std. 310 -L @ Dollars and Cents per each 13. 3 Construct brick and Each mortar bulkhead. @ Dollars and Cents per each UNIT TOTAL PRICE PRICE- i $ 55.00 $22,660 $ 45.00 $ 8,235 $ 40.00 $ 3,240 $ 30.00 $ 5,310 $1500. $ 1,500 $ 2000. $ 10,000 1 $ 200 $ 600 Total price written in Words (Replacement Alternative) Dollars and Cents $114,432 Contractor's License No. & Classification Bidder Date Authorized Signature Title Bidder's Address Bidder's Telephone Number 1 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 14 3 Construct pipe collar per Each City of Newport Beach Std. 313 -L. @ Dollars and Cents $ 200. $ 600 Each 15 Guarding underground Lump Sum construction @ Dollars and Cents $ -- $5,000 Lump Sum 16 Traffic Control Lump Sum @ Dollars and Cents $ -- $2,000 Lump Sum 17 90 Construct slurry back£ill Cubic Yards in abandoned C.S.P. storm drains @ Dollars and Cents $ 50. $4,500 per cubic yard Total price written in Words (Replacement Alternative) Dollars and Cents $114,432 Contractor's License No. & Classification Bidder Date Authorized Signature Title Bidder's Address Bidder's Telephone Number 1 6 NOTICE OF EXEMPTION* �z3 Clerk of the Board of Supervisors P. 0. Box 687 Santa Ana, Calif. 92702 rojec e: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation ro7ec oca ion - peci ic: North of Pacific Coast Highway in Morning Canyon Road and Seaward Road Project Location - City Project Location - County Corona del Mar Oranae uescription of Nature, Purpose, and Beneticiaries of Project: Rehabilitate storm drains in Corona Highlands tract to assure continued protection of public and private improvements from flooding. [N Citv of ng Name of Person or Agency Carrying Out Project: Public Works Department Exempt status: (Check one — Ministerial (Sec. 15073) Declared Emergency (Sec. 15071 (a)) Emergency Project (Sec. 15071 (b) and (c)) X Categorical Exemption. State type and section number: Class 2: Replacement or Reconstruction; Section 15102 Reasons why project is exempt: Rehabilitated storm drain will be located on the same site as existing storm drain and will have substantially the same purpose and capacity as the existing storm drain. Contact Person Area Code Telephone Extension Lloyd R. Dalton, Design Engineer (714) 640 -2281 Benjamin B. Nolan Public Works Director 1t e TELEVISION INFECTION LOG ffirPIBE IPS CLING 8 SQDlPymT WANICORPORATED 10282 "A" frank Avenue Garden Grove, CA 92643 DATE 3-23 -A3 SHEET # _1__ PROJECT: MORNING CANYON RD STORM DRAIN LINING ALTERNATIVE CLIENT: CITY OF NEWPORT BEACH_ LOCATION OF LINE: CROSSING DE ANZA RD PARALLEL WITH SFewcpn RUNNING EAST & WEST TYPE OF LINE: CMP INSPECTOR: GREG RAY PIPE SIZE: 18 INCHES. PIPE LENGTH: 34 FEET DIRECTION OF FLOW: FROM MANHOLE # CB #1 "TO MANHOLE # R #;) DIRECTION OF MEASUREMENT: FROM MANHOLE #_ CB #1 TOMANHOLE # CB # 2 TAPE REFERENCE: TAPE # 1 FROM 000 TO 49 0,13 2 � DE ANZA RD. a C3 �v ECEIVED f 7�'nr DEPP"�YM rfi OF PUBLIC WORKS NOTES: BOTTOM OF CMP DETERIORATED THROUGHOUT CITY OF NEWPORT BEACH TAPE FOOTAGE REFERENCE OBSERVATION 3 000 START AT CATCH BASIN # 1 r CONTINUED ON SHEET # DEP TELEVISION INSPECTION LOG SVll%PIP8 CLnKIAG & NQUIPMEn IiCORPORATED 10282 "A" Trask Avenue Garden Grove, CA 92643 DATE 3 -23 -83 SHEET # 2 PROJECTS MORNING CANYON RD, STORM DRAIN LINING ALTERNATIVE CLIENT: CITY OF NEWPORT BEACH LOCATION OF LINE: ON CORNER OF DE ANZA AND SEAWARD TYPE OF LINE: CMP INSPECTOR: GREG RAY PIPE SIZE: 18 INCHES, PIPE LENGTH: 30 FEET DIRECTION OF FLOW: FROM MANHOLE # CB #2 TO MANHOLE # C.R iV3 DIRECTION OF MEASUREMENT: FROM MANHOLE # CB #3 TO MANHOLE # r.R #2 TAPE REFERENCE: TAPE # 1 I FROM 50 TO 123 CB #B f DE ANZA RD. y.: a.... a, NOTES; REVERSE PULL, LOT's OF DEBRIS. TAPE FOOTAGE REFERENCE OBSERVATION 3 50 START AT CATCH BASIN # 3 27 90 LINE BENDS CAN NOT CONTINUE 3 92 START AT CATCH BASIN #2 C 10 110 START OF DIP 29 118 END OF DIP i CONTINUED ON SHEET #_ TELIRSION INSPECTION LOG SHEET• _ 1 TAPE SHEET # FOOTAGE REFERENCE OBSERVATIONS 30 17 7) END OF RUN s1 CONTINUED ON SHEET # TELEVISION INSPECTION LOG IF2IIPT CLEAl1IFG & $QUIPKM 1fCORPORATED 10282 •A" Trask Avenue Garden Grove. CA 92643 DATE 3 -23 -83 SHEET # 4 PROJECT: MORNING CANYON RD STORM DRAIN LINING ALTERNATIVE CLIENT: CITY OF NEWPORT BEACH LOCATION OF LINE: ON SEAWARD FROM CB ON SEAWARD & MORNING CANYON TOMB ON SEAWARD & DE ANZA TYPE OF LINE: CMP INSPECTOR: GREG RAY PIPE SIZE: 24 INCHES, PIPE LENGTH: 129 FEET DIRECTION OF FLOW: FROM MANHOLE # CB #4 TO MANHOLE # _ mgj DIRECTION OF MEASUREMENT: FROM MANHOLE # TO MANHOLE # nBg3 TAPE REFERENCE: TAPE # 1 FROM 124 TO ;)03 DE ANZA cB #4 MORNING CANYON (At� 9 d. NOTES: REVERSE PULL, BOTTOM DETERIORATED. TAPE FOOTAGE REFERENCE OBSERVATION 124 START AT CATCH BASIN #4 CONTINUED ON SHEET # Z f TELEVISION INSPECTION LOG IMPID%IPB CLELNING be SQUIPMEFT • CORPORATED 10282 •A" Trask Avenue Garden Grove, CA 92643 DATE 3 -24 -83 SHEET # ._,5— PROJECT: MORNING CANYON RD. STORM DRAIN LINING ALTERNATIVE. CLIENTS CITY OF NEWPORT BEACH LOCATION OF LINE% ON MORNING CANYON RD FROM CB AT CORNER OF COAST HUY & TMORNING CAA$1�T�I��AWARD & MORNING CANYON TYPE OF LINE: CMP INSPECTOR: .RE, RAY PIPE SIZE: 30 INCHES, PIPE LENGTH: 3;)A FEET DIRECTION OF FLOW: FROM MANHOLE # CB#4 TO MANHOLE # CR#5 DIRECTION OF MEASUREMENT: FROM MANHOLE # CB#5 TO MANHOLE # r.P.4e TAPE REFERENCE: TAPE # I FROM 204 TO 35f COAST HWY C t}Q M�6h j J SEAWARD 3: 0z z0 NOTES: REVERSE PULL. d TAPE FOOTAGE REFERENCE OBSERVATION 3 204 START AT CATCH BASIN ;Y5 174 281 PIPE BADLY DETERTORATM 225 304 PTPE BENDS 328 356 END CONTINUED ON SHEET # IN i� F TELEVISION INSPECTION LOG IMPI4PIPE CLEANING & SQUIRCENT NCORPORATED 10282 'A" Trask Avenue Garden Grove. CA 92643 DATE 3 -24 -83 SHEET # 6 PROJECTs MORNING CANYON RD STORM DRAIN LINING ALTERNATIVE LOCATION OF LINE: FROM OIITFALL IN GULLY TO CB ON MORNING CANYON & MAST HWY. TYPE OF LINE: CMP INSPECTOR: (3RF(7 PAV PIPE SIZE: 30 INCHES, PIPE LENGTH: 185 FEET DIRECTION OF FLOW: FROM MANHOLE # CB #5 TO MANHOLE # OUT AI.T• DIRECTION OF MEASUREMENT: FROM MANHOLE # OUTFALL TO MANHOLE # CB TAPE REFERENCE: TAPE # 1 FROM 356 TO 445 I I 7 NOTES: =9 TAPE FOOTAGE REFERENCE OBSERVATION L CB 3 356 START AT OUTFAT.T '01 53 384 TINE BENDS ST.T ,FTTTN 73 399 LINE BENDS 110 419 DEBRIS iF 166 433 LINE BENDS CONTINUED ON SHEET # _ 7 MISSION INSPECTION LOG SHEET* SHEET # _ 7 TAPE FOOTAGE REFERENCE OBSERVATIONS 185 445 END CATCH BASIN #5 i i NI CONTINUED ON SHEET # TELEVISION INSPECTION LOG ZKPi II�IPE CLEANING & EQUIPMENT • CORPORATED 10282 "A" Trask Avenue Garden Grove. CA 92643 DATE 3 -24 -83 SHEET # 8 PROJECT: SEAWARD RD, STORM DRAIN LINING AND REPLACEMENT ALTERNATIVES CLIENT: CITY OF NEWPORT BEACH LOCATION OF LINE: ON SERRA DRIVE AT CORNER OF SERRA DR. & SFAINARD RTn, TYPE OF LINE: CMP INSPECTOR: GREG RAY PIPE SIZE: 18 INCHES, PIPE LENGTH: 41 FEET DIRECTION OF FLOW: FROM MANHOLE # CB #1 TO MANHOLE # CB #2 DIRECTION OF MEASUREMENT: FROM MANHOLE # CB#1 TO MANHOLE # r.R #z TAPE REFERENCE: TAPE # 1 FROM 445 TO SERRA DR, � CB#2 a d. COAST HWY. e NOTES: TAPE FOOTAGE REFERENCE OBSERVATION 3 445 START AT CATCH BASIN #1 27 467 CONCRETE OR MORTAR SHELF 4" HIGH 41 473 CATCH BASIN #2 'f CONTINUED ON SHEET # TELEVISION INSPECTION LOG IV21RWIPE CLEANING & SQUZPMEHT . Z CORPORMI) 10282 'A" bask Avenue Garden Grove, CA 92643 DATE 3 -24 -83 SHEET # 9 PROJECT: SEAWARD RD. STORM DRAIN LINING AND REPLACEMENT AT.TP.RNATTVF_ CLIENT: CITY OF NEWPORT BEACH LOCATION OF LINE: ON CORNER OF SERRA & SEAWARD TO CORNER OF SEAWARD Re COAST HWY. TYPE OF LINE: CMP INSPECTOR: GREG RAY PIPE SIZE: m INCHES, PIPE LENGTH: 297 FEET DIRECTION OF FLOW: FROM MANHOLE # CB#2 TO MANHOLE # CB#3 DIRECTION OF MEASUREMENT: FROM MANHOLE # CB#2 TO MANHOLE # CB#3 TAPE REFERENCE: TAPE # 1 FROM 474 TO 581 a I CB#3 2 SEAWARD RD, E 0 0 U NOTES: HOLES IN THE LINE FIRST THREE FEET. TAPE FOOTAGE REFERENCE OBSERVATION START AT CATCH 26 494 LINE BENDS CONTINUED ON SHEET # V TELEVISION INSPECTION LOG ZVIPIA�IPE CLRMIIG 6 $QUERMM • CORPORATE) 10282 "A" Trask Avenue Garden Grove, CA 92643 DATE 3 -24 -83 SHEET # in PROJECT: SEAWARD RD STORM DRAIN LINING AND REPLACEMENT ALTERNATIVES__ CLIENT: CITY OF NEWPORT BEACH LOCATION OF LINE: CRnSSTNC P COAST HWY SOUTH OF SEAWARD TYPE OF LINE: CMP INSPECTOR: GREG RAY PIPE SIZE: 18 INCHES, PIPE LENGTH: 84 FEET DIRECTION OF FLOW: FROM MANHOLE # CB #5 TO MANHOLE # r.R#iL DIRECTION OF MEASUREMENT: FROM MANHOLE # rBgS TO MANHOLE # CB#4 TAPE REFERENCE: TAPE # 1 FROM 582 TO 621 ern a a CB# NOTES: rLi E COAST HWY CB#5 (-) • TAPE FOOTAGE REFERENCE OBSERVATION 63 609 END OF DEBRIS C� CONTINUED ON SHEET # 19 f8 RT TELEVISION INSPECTION LOG ]WIPIPWIPE CLEANING 6 EQUIPMENT • CORPORATED 10282 `A" Trask Avenue Garden GrOTO, CA 92643 DATE 3 -24 -83 SHEET # 11 PROJECTS SEAWARD RD. STORM DRAIN LINING AND REPLACEMENT ALTFRNATTVFS_ CLIENT: CITY OF NEMRT BEACH LOCATION OF LINE: CROSSES SEAWARD FROM COAST HWY. TYPE OF LINE: CMP PIPE SIZE: 1E INSPECTOR: GREG RAY INCHES, PIPE LENGTH: 100 FEET DIRECTION OF FLOW: FROM MANHOLE # CB#4 TO MANHOLE # CB #3 DIRECTION OF MEASUREMENT: FROM MANHOLE # CB#4 ' TO MANHOLE # CB//3 TAPE REFERENCE: TAPE # 1 FROM 622 TO 682 CB# CB #4 E COAST HWY 6 W NOTES: LOTS OF DEBRIS IN THE PIPE, BOTTOM OUT. C � 10 • TAPE FOOTAGE REFERENCE OBSERVATION 3 622 START AT CATCH BASIN #4 19 636 HEAVY DEBRIS 27 641 BOTTOM OUT OF PIPE 40 650 BOTTOM OUT OF PIPE 49 654 BOTTOM OUT OF PIPE 33 I ICI CONTINUED ON SHEET # 12 8Eq FOOTAGE TEIASION INSPECTION LOG SHEET* SHEET # 12 TAPE REFERENCE OBSERVATIONS 682 END CATCH BASIN #3 CONTINUED ON SHEET # 1 loll .CH TELEVISION INSPECTION LOG ffiIPI�YIPI CLEANING & FQUIRCENT �111CORPORl2ID • 10282 `A" Trask Avenue Garden Grove, CA 92643 DATE 3 -24 -83 SHEET # 1_ PROJECT: SEAWARD RD STORM DRAIN LINING' AND RFPT RCFMFNT 6T TyRN&TjX S CLIENT: CITY OF NLWPORT BEACH LOCATION OF LINE: RU TYPE OF LINE: CMP INSPECTOR: GREG RAY PIPE SIZE: 24 INCHES, PIPE LENGTH: 130 FEET DIRECTION OF FLOW: FROM MANHOLE # CB #3 TO MANHOLE # CB#6 DIRECTION OF MEASUREMENT: FROM MANHOLE # CB#6 TO MANHOLE # cB#3 TAPE REFERENCE: TAPE # 1 FROM 683 TO 728 cB#6 CB #3 I I SEAWARD RD. �x E+ F c 0 U NOTES: REVERSE PULL FOOTAGE . TAPE OBSERVATION 683 START AT CATCH BASIN #6 CONTINUED ON SHEET # NOTICE OF PROPOSED IMPROVEMENTS To: So. Ca Gas Co. P.O. Box 3334 Anaheim, CA 92803 Attention: Joe Moreno Gentlemen: CITY OF NEWPORT BEACH CALIFORNIA City Hall Public Works 3300 W. Newport Blvd. Area Code 714 640 -2281 FIRST NOTICE Date; March 15, 1983 The Public Works Department is scheduling the following improvements; Project Title: Morning Canyon Rd & Seward Rd Storm Drain Rehabilitation Contract No. 2339 Plan No, D- 5137 -5 Tentative Bid Dates April 14, 1983 Work to be performed: Please fill out the attached form and return one copy to this office by March 25, 1983 Your replies will be transmitted to prospective bidders and used in coordinating this project. Please be sure that the information is complete. Very tru your %�, LIo d altos ` Proj V Engineer D--- etach -- here. -------------------------------------- FIRST NOTICE REPLY We, the undersigned, 1. Have prior rights and will submit proof 2. Do not have installations within the im 3. Have installations that will definitely mark them on request. 4. Have facilities that will definitely be (a) The following work is contemplated: (b) Estimated wor ing ays require (c) Construction can start on 5. Our work will require coordination RETURN ONE COPY TO: City of Newport Beach, Public Works Dept, 3300 W. Newport Boulevard Newport Beach, California 92663 Attn. Lloyd R. Dalton (714) 640 -2281 FORM C -2339 to your office within 30 days,. )rovement area. not require relocation but.,7 fuI affected. ' d .= ro �f(s on .. 1 � Company �1_� z, (f fu v-f NOTICE OF PROPOSED IMPROVEMENTS To: Community Cablevision 1061 Camelback Newport Beach., CA 92660 Attention: Joseph Meyers Gentlemen: CITY OF NEWPORT BEACH CALIFORNIA Public Works Date: The Public Works Department is scheduling the following improvements: Project Title: Morning Canyon Rd & Seward Rd Storm Drain Rehabilitation Contract No. 2339 Work to be performed: ;q Plan No. D- 5137 -5 Tentative Bid Dates City Han 3300 W. Newport Blvd, Area Code 714 640 -281 FIRST NO CE March 15, 1983 April 14, 1983 Please fill out the attached form and return one copy to this office by March 25, 1983 Your replies will be transmitted to prospective bidders and used in coordinating this project. Please be sure that the information is complete. Very tru y your , LIo d al ton Proj Engineer Detach here. ------------------------------------ We, the undersigned, 1. Have prior rights and will submit proof _ 2. Do not have installations within the im 3. Have installations that will definitely mark them on request. 4 FORM, C -2339 6 your office Withi6,30 days. ovement area not require relocati` but will Have facilities that will definitely be affected (a) The following work is contemplated: (b) Estimated working days required for constructigp icy (c) Construction can start on 5. Our work will require coordination with the contractor explain fully . RETURN ONE COPY TO: City of Newport Beach, Public Works Dept, eIRMU U r� ,9&EVX5iw 71D -2nri, 3300 W. Newport Boulevard Company Phone No. Newport Beach, California 92663 Attn. _ I o d R. Dalton (714) 640- 281 Signature �! a CITY OF NEWPORT BEACH PUBLIC NOTICE CATEGORICAL EXEMPTION NOTICE IS HEREBY GIVEN that a Categorical Exemption has been prepared by the City of Newport Beach in connection with MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REHABILITATION It is the present intention of the City to accept the Categorical Exemption. The City encourages members of the general public to review and comment on this documentation. Copies of the Categori- cal Exemption are available for public review and inspection at the Planning Department, City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California 92663, (714) 640 -2216. 3/22/83 • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92663 -3884 . - , TO: ASL Consulting Engineers 1201 E. Warner Avenue Santa Ana, CA 92705 ATTENT ON: William E. Bennett SUBJ CT: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation (C -2339) We are transmitting the following: No. Co ies DescriDtion 1 Final plans, special provisions and Engineer's Estimate with out comments noted in black 5 sheets final tracings Remarks BY expedite these corrections. Llo d R. Dalton Design Engineer LRD: Att• NOTICE OF PROPOSED IMPROVEMENTS To Gentlemen: 11 CITY OF NEWPORT BEACH CALIFORNIA Public Works IOPIES SENT TO: '` "Pacific Telephone So Ca Edison So Ca Gas "Community CABLE Date: The Public Works Department is scheduling the following improvements; Project Title: Morning Canyon Rd & Seward Rd Storm Drain Rehabilitation City Hall 3300 W. Newport Blvd. Area Code 714 640 -2281 RST NOTICE March 15, 1983 Contract No. 2339 Plan No. D- 5137 -5 Tentative Bid Dates April 14, 1983 Work to be performed: Please fill out the attached form and return one copy to this office by March 25, 1983 Your replies will be transmitted to prospective bidders and used in coordinating this project. Please be sure that the information is complete. Very tru your Llo d altos ProjeCy Engineer Detach here. ------------------------------------ FIRST NOTICE REPLY FORM We, the undersigned, C -2339 1. Have prior rights and will submit proof to your office within 30 days. 2. Do not have installations within the improvement area. 3. Have installations that will definitely not require relocation but will mark them on request. 4. Have facilities that will definitely be affected. (a) The following work is contemplated: (b) Estimated working days required for construction (c) Construction can start on 5. Our work will require coordination with the contractor explain fully). RETURN ONE COPY TO: City of Newport Beach, Public Works Dept, 3300 W. Newport Boulevard Company Phone No. Newport Beach, California 92663 Attn. �lgydd R. DaltDaltoonn (714) 640- 282 1 Signature CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92663 -3884 �. , TO: Alderman, Swift & Lewis 1201 E. Warner Ave. Santa Ana, CA 92705 ATTENTION: William E. Bennett SUBJECT: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation, C -2339 We are transmitting the following: No. Copies Description 1 Preliminary plans with our comments noted in red 1 Preliminary special provisions with our comments noted in red 1 CalTrans encroachment permit. which will be included in the bid documents 5 sheets preliminary tracings Remarks: Please expedite P S & E completion By: 4 - 0 /- Dalton Design Engineer LD:rb encl. DATE FOR PHONE No. T ,�,v 3s' E,7 TELEPHONED PLEASE CALL RETURNED YOUR CALL WILL CALL AGAIN CAME IN TO SEE YOU URGENT Br CalTrans District 07 120 S. Spring Street Los Angeles, CA 90012 Attention: Donald D. Weber, i00raulics Enower :,.,. Subject; Morning Canyon Road and Road Storm Drain Rehabilitation C -2339 Gentlemen: Pursuant to our meeting of January 20, 1983, I have requested that Mr. Rob Lauterborn of Ameron and Mr. Ron Owens of L4werground Surveys Corporation contact you and provide technical data concerning their respective 5 un�lt and Insituform processes for rehabilitating pipes in place. Mr. Lauterborn can provide you with locations where Spunline is being applied in the Los Angeles basin. Mr. Owens anticipates an installation of Insitufonb in the Santa Morf#ea area in the near future. I have also referred to wy files regarding a December 8, 1982 conversa- tion with CalTrans' District 01 hydraulic engineer, Jerry Haynes.. Mr. Dynes has a 20 year experience with cement mortar 14ning of culverts in place and, based upon his inspections of such linings, has recommended their use. The City's consultant, Aldermen,Swift and Lewis (ASL) of Santa Ana, is completing the special provisions for this project and will thereupon transmit copies to you. Because of seasonal traffic congestion, the City must complete construc- tion adjacent to Pacific Coast Highway prior to June. Therefore, we mus4 advertise for bids no later than March 1, 1983, with CalTrans' encroach- ment permit included in the bid documents. Please feel free to contact ASL's Bill Bennett at (714) 979 -1761 or me as (714) 640 -2281 if further information is required for this project. Y p� truly yours. Lloyd /Dal ton Design Engineer LD:rb • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92663 -3884 �. FFMT.10111117 TO: Alderman. Swift and Lewis 1201 East Warner Avenue Santa Ana, California 42706 ATTENTION: Millism E. Bennett SUBJECT: Morning Canyon Road and Seaward Road Storm Drain Rehabilitation We are transmitting the following: No. Copies Description 1 Sewer atlas cuts, with rim to flow tine dimensions shown at 7 locations, per your request. 1 'Urban Innovation Abroad:, with article on Insituform on Page 2, for your information. E Letter from Underground Surveys Corp. recormending observance of Insituform installation in Taft. CA. Remarks: By: R// L1oydDDalton Design Engineer LD:rb Att. _ ♦ . t. i callMCd DE ?gH4MENT OF TRANSPORTATION (CALTRAN.91 STANDARD ENCROACHMENT PERMIT APPLICATION DO-M- P-201A !REV 2 a2) PART A Permission is requested to encroach on the State HOway right of way as follows: (Complete all items: NA if not applicable.) Applicotion is not campkte until all required alfachnienn ero included. U.crtion! City 1 County 2 Route 3 Pan Mint A Dala 5 New port Beach Application Processing Oran e 1 Ora -1 -N t. B. 1 15.10/15.28 Jan. 18 1983 . Address or Street Name 6 1 God Shaal(include distosce and dirv&oit) 7 FOR CALTRAN$_USE, 1 .i 3acific Coast Highway nr Seaward Pd. & Morninq Can on Rd. 'S (Check One) Portion of Right of Way 8 Work to be Performed By 9 Northerly ar a ❑ MAINTENANCE OF EXISTING ❑ Own Forces ® Contractor LANDSCAPING ,�yy Est. Starting Dote 10 Ed. Completion Data 11 Estimated Cod in Slate R/ W 12 March lg83 O Mav 1983 Hrs. @S21 per hr. Mmate Hour S 50,000 S Max. Depth 13 Awroga Depdh 14 Average Width 15 Lerq% 16 Surface Type 17 EXCAVATION 6 N. 4 Ft. 3 Ft. 300 Ft. I Sidewalk or earth Type 18 Diameter 19 Vohage /PSIG 20 Product 21 PIPES Storm Draina e FULLY DESCRIBE WORK WITHIN STATE R /W: Attach complete plans (5 sets folded B3 Jr 11), spec, calks, maps, etc., if applicable. Rehabilitate corrugated steel pipe storm drains in Seaward Rd. and Morning Canyon Rd. which drain toward Pacific Coast Highway, thence drainsalong the northerly parkway of Pacific Coast Highway to empty into proximate canyons. Existing CSP has severely corroded and is collapsing at certain locations. Flow characteris- tics of existing systems will be improved with the liner rehabilitation and /or RCP placement. Parking lane closure will be required in the westbound direction. THE UNDERSIGNED AGREES THAT THE WORK WU BE DONE IN ACCORDANCE WITH C LLTRANS RULES AND REGULATIONS AND SUSIECT TO INSPECTION AND APPROVAL. 4,-'. M FEE CALCULATION BY CALTRANS SURETY BOND REQUIRED? `c No ❑ Yes AmountS- UABtUTY INSURANCE REQUIRED? 0 No ❑ Yn AmountS FEE - DEPOSIT FEE DEPOSIT o, Bridge To%(il opplkobhs) S (3 N.D. 0 EIR b, Administration of Permit Office and 0 No Check the category below which describes the Project ❑ SURVEY Application Processing • St7 . ❑ AGRICULTURAL APPROACH (Check Oro) ❑ PARADES. CELEBRATIONS ❑ TEMPORARY SIGNALS c. Review Application W�$et Hours S 2 7 SYSTEM 0- Cod — — 7 7 '— — — — rn. @S25 per hr. Estimate Houn � 'S (Check One) LION, OR RESURFACING OF A ❑ SINGLE FAMILY DWELL. d. Inspection ❑ Set Ha,n S ❑ MAINTENANCE OF EXISTING ❑ REMOVkLAEPUCEMENT LANDSCAPING — Hn. CAN per hr. EsKmcne �':C Harn MARKWGS S ��'A� o. Fieldwork (4) ❑ Aclud Cad O ❑ MODIFICATION OF TRAFFIC Hrs. @S21 per hr. Mmate Hour CONTROL SYSTEMS S A+B +C +D C +D +E Total Fee /Deposit S ,l, .r S S A 92663 -3884 Title IS A CITY /COUNTY /OTHER AGENCY INVOLVED? (Permits, Approval, Etc.)? C) Yes Check Environmental Documentation and aRach copy to Application ❑ Exempt (3 N.D. 0 EIR ALSO ATTACH A COPY OF THE ENVIRONMENTAL APPROVAL. 0 No Check the category below which describes the Project ❑ SURVEY ❑ MAnBox ❑ FLAGS, SIGNS, BANNERS ❑ AGRICULTURAL APPROACH DECORATIONS ❑ PARADES. CELEBRATIONS ❑ TEMPORARY SIGNALS ❑ COMMUNITY ANTENNA N ❑ PUBLIC UTILITY MODI- SYSTEM FICATIONS, EXTENSIONS, ❑ EROSION CONTROL HOOKUPS ❑ MOVIE, N FK AMG ❑ SIDEWALK /GUTTERS ❑ MAINTENANCE, RECONSTRUG ❑ FENCE LION, OR RESURFACING OF A ❑ SINGLE FAMILY DWELL. DRIVEWAY OF ROAD APPROACH ING DRIVEWAY ❑ MAINTENANCE OF EXISTING ❑ REMOVkLAEPUCEMENT LANDSCAPING OF DISTINCTIVE ROADWAY 0 REGULATORY WARNING, MARKWGS INF'O9W T)Om SIGNS ❑ DITCH PAVING O ❑ MODIFICATION OF TRAFFIC CONTROL SYSTEMS ❑ NONE OF THE ABOVE. IF PROJECT CANNOT BE DESCRIBED IN ABOVE CATEGORIES, REQUEST PART B FROM THE PERMIT OFFICE. • CITY OF NEWPORT BEACH • PUBLIC WORKS DEPARTMENT 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92663 -3884 Date Dec eRg 19go T0: Alderman. Swift b Lewis, Consulting Engineers 1201 E. Warner Avenue Santa Ana, CA 92705 ATTENTION: gill Be ntett SUBJECT: Morning Canyon Road and Saw ward Road Stern Drain Replacement (C -2339) We are transmitting the following: No. Copies Description 1 Ameron's CMP lining projects list 1 CalTrans' Opecial Provisions for CNP Lining_____ i Cogent- Mortar Wing of Pipelines in Place 1 "Ameron Haws" Fall 1982 Remarks: I have suggested modifications to CalTrans' Special Provisions to permit construction under City specifications. Ameron's Rob Lauterborn is transmitting unit price information to we soon. By: Lloyd Dalton Design Engineer LD:rb • CITY OF NEWPORT BEACH • PUBLIC WORKS DEPARTMENT 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92663 -3884 Date ngCamhar 10, 1492 TO: Aldermano Swift b Lewis, Consulting Engineers 1201 East Warner Avenue Santa Ana, CA 92705 ATTENTION: William E. Bennett SUBJECT: Morning Canyon Road and Seaward Road Storm Drain Replacement We are transmitting the following: Copies Description 1 Fully executed Agreement for Professional Engineering Services 1 Purchase Order ND. 21340 1 Sbsndard City Title Sheet 2 Standard City Second Sheets 1 Ameron's letter listing costs for recent CMP cement mottar lining projects Remarks: By: +2 Lloyd Dalton Design Engineer Post Office Box 457 Wilmington, California 9 (213) 835 -8201 Telex: 691412 mepon Pipe Lining Division December 9, 1982 Mr. Lloyd R. Dalton Design Engineer City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92660 Dear Mr. Dalton: CMP Rehabilitation 0 fm �% Q, t.4 � QQQ C 1� of ���• - In accordance with your request, I am enclosing two sets of our latest brochure and information regarding the cement - mortar lining of CMP. In addition, I am listing some prices for CMP projects in the Los Angeles Basin. As I mentioned, the cost of doing this type of work varies greatly depending upon the location of the project, length and diameter of the line, access, depth of cover, plan and profile, and other variables. I would be pleased to give you estimating figures after inspecting the interior of the CMP and the project site at Seaward Road and Morning Canyon. L.A. County Road Dept. - 1 culvert, 300' -12 "CMP - $23 /LF Rolling Hills Estates - 2 culverts, 592' -30 &36 "CMP- $52 /LF *La Canada /Flintridge - 4 culverts, 859' - 18,20,24 "CMP- $46 /LF ( *Project will start the week of December 13) If you require further information, please contact me. Very truly yours, 'rw PR R uterborn Sales Engineer RRL:1j Enclosures • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92663 -3884 Date December 3, 1982 TO: Alderman, Swift 6 Lewis, Consulting Engineers 1201 East Warner Avenue Santa Ana, CA 92705 ATTENTION: Roy N. Lamar, Vice President SUBJECT: Morning Canyon Road 6 Seaward Road Storm Drain Replacement (C -2339) We are transmitting the following: No. Copies Description 2 Agreement for Professional Engineering Remarks: Please execute and return both copies to me. You may then commence work. I will return one fully executed copy to you next week. By Lloyd R. Dal-ton Design Engineer LRD:jd Enc. AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES FOR MORNING CANYON ROAD AND SEAWARD ROAD STORM DRAIN REPLACEMENT THIS AGREEMENT is made and entered into this day of December, 1982, by and between the City of Newport Beach a municipal corporation hereinafter referred to as "CITY ", and the firm of Alderman, Swift, and Lewis, Consulting Engineers, hereinafter referred to as "ENGINEER ". WITNESSETH WHEREAS, CITY heretofore retained ENGINEER to prepare a drainage study, hereinafter referred to as "STUDY ", of storm drain systems in Morning Canyon Road and Seaward Road; such STUDY to determine existing and desired capacities of the systems, and to evaluate alternative rehabilitation /replace- ment schemes for the systems; and WHEREAS, CITY has evaluated STUDY, and examined other factors in- fluencing the rehabilitation or replacement of storm drains in Morning Canyon Raod and Seaward Road, hereinafter known as "PROJECT "; and WHEREAS, CITY desires to have prepared construction plans, specifi- cations and estimates, plus substantiating calculations, for PROJECT: and WHEREAS, ENGINEER has submitted a proposal to CITY dated December.3, 1982 to prepare construction plans, specifications and estimates, plus substantiating calculations, for PROJECT: and WHEREAS, CITY desires to accept said proposal; NOW, THEREFORE, in consideration of the foregoing, the parties hereto agree as follows: I. GENERAL 1. CITY engages ENGINEER to perform professional services hereinafter described for the compensation hereinafter stated. 2. ENGINEER agrees to perform said services upon the terms hereinafter set forth. II. SERVICES TO BE PERFORMED BY ENGINEER ENGINEER hereby agrees to perform the following services: 1. Collect all available street, storm drain, sewer, water 1 of 4 j E and private utility company information for inclusion on the construction plans. 2. Provide topographic survey as necessary to prepare detailed construction plans which show all removals, joins, abandon- ment, control points, etc. 3. Prepare detailed construction plans, specifications and ENGINEER'S estimate with reference to CITY'S Standard Special Provisions and Standard Drawings,,1982 Ed. and the Standard Specifications for Public Works Construction, 1982 Ed. Plans and specifications shall contain detailed provisions for storm drain pipe replacement with RCP or ACP, or rehabilitation with Insituform liners. Plans and specifications shall also detail provisions for public convenience and safety, project site maintenance, contrac- tor's staging area, etc., which supplement the Standards mentioned hereinabove. 4. Provide substantiating data and revise preliminary plans and specifications as necessary for CITY to obtain CalTrans encroachment permit. 5. Provide consultation for interpretation of plans and speci- fications, and resolve design - related problems during construction. III. DUTIES OF CITY CITY hereby agrees to provide ENGINEER with the following information and materials; 1. CITY'S standard mylar plan and profile sheets. 2. Copies of plans for all affected public works improvements. 3. Potholing to verify substructures at locations specified by ENGINEER. IV. TIME OF COMPLETION Preliminary plans and specifications shall be submitted to CITY for transmittal to CalTrans by December 31, 1982. Final plans specifications and Engineer's estimate shall be submitted 2of4 to CITY on or before February 28, 1983. V. OWNERSHIP OF CONTRACT DOCUMENTS Original drawings, notes, special provisions, estimates and other documents generated by ENGINEER for PROJECT shall become the property of CITY, and may be utilized as deemed necessary by CITY. VI. RIGHT OF TERMINATION CITY reserves the right to terminate this AGREEMENT at any time by providing ENGINEER seven (7) days prior written notice. Notice shall be deemed served upon deposit in United States mail postage paid, addressed to ENGINEER'S business office at 1201 East Warner Avenue, Santa Ana, CA 92705. In the event of termination due to error, omission or negligence of ENGINEER, CITY shall be relieved of any obligation to compensate ENGINEER for that portion of this AGREEMENT affected by such error, omission or negligence. If this AGREEMENT is terminated for any other reason CITY agrees to compensate ENGINEER for actual service performed up to the effective date of the notice of termination, on the basis of Section VII, FEE SCHEDULE, TOTAL COMPENSATION AND PAYMENT as hereinafter set forth. VII. FEE SCHEDULE,TOTAL COMPENSATION AND PAYMENT A. In consideration of the performance of the above described professional engineering services, CITY hereby agrees to compensate ENGINEER based upon the following FEE SCHEDULE: CLASSIFICATION OF PERSONNEL HOURLY RATE Principal 65.00 Project Engineer 55.00 Registered Engineer 48.00 Designer 40.00 Draftsman 33.00 Typist 20.50 Technician 16.50 Survey party 104.00 Survey Vehicle (per day) 10.00 In addition, CITY agrees to compensate ENGINEER for reproduction and printing at cost plus fifteen (15) percent, and for other related costs advanced by ENGINEER and authorized by CITY. 3of4 .0,:. 0 9 B. In no event shall TOTAL COMPENSATION be greater than Eleven Thousand Seven Hundred Twenty Dollars ($11,720) except as otherwise provided for hereinafter. C. CITY shall remit PAYMENT to ENGINEER within twenty (20) days after receipt of invoice. Invoice shall include classifications of personnel, dates and hours worked on PROJECT. VIII. ADDITIONAL SERVICES In consideration of the performance of additional services authorized by CITY in writing, CITY hereby agrees to compen- sate ENGINEER an amount based upon the hourly rate shown in FEE SCHEDULE hereinabove; except that an increase in Contract Amount exceeding One Thousand Dollars ($1,000) shall require that an amendment for such additional services be processed and executed by the parties hereto. IX. ASSIGNMENT This AGREEMENT or any portion thereof shall not be assigned without authorization by CITY in writing. X. HOLD HARMLESS ENGINEER shall assume the defense of and indemnify and hold harmless CITY and its officers and employees from damage or liability arising from error, omission or negligence in ENGINEER'S performance of service required by this AGREEMENT. IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT on the date first above written. CITY OF NEWPORT BEACH . t By f City Manager APPROVED AS TO FORM: By e ��l M44 City Attorney' ALDERMAN, SWIFT AND LEWIS CONSULTING ENGINEERS - By By, . 4of4 I C J O v �L u J � W iYI � i Ul 4 8c� i �.. I" i f I I Y^ L ° e o�li • 3 tejlti �e,yd J $�Y �a Y u ovoa Q _ v a L v l.M 1MYl•M 1M 7� I I /1n L All 21,;.rI 4 1 1 }t ti.- ...iw�,al . ' 1 Z .--, �M1�I ♦l i n I ViI n _II I Ii-" 1 NII o 4 U!T a y z.o V V F I C J O v �L u J � W iYI � i Ul 4 8c� i �.. I" i f I I Y^ L ° e o�li • 3 tejlti �e,yd J $�Y �a Y u ovoa Q _ v a L v l.M 1MYl•M 1M 7� I I /1n L n 4 1 1 {II Z ilt � n I ViI n _II I Ii-" 1 NII I C J O v �L u J � W iYI � i Ul 4 8c� i �.. 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J.L.Q.. _. ... j y 4 Y w1�P�OP� Y ♦ \C 4� Y 1 , os♦ {a�. °� bg z{ °yoe♦ ° L `OL �lY o,aar p,D ©�a c zz =e��3eo c °e b ♦ � b c.� � Q o { V Q • C wk ° f e m € C" L P b� w� S x'a { t' I Q i I i� I Ii qwl;t G c 0 z v s I Q z Q d Z Io z z Y w; o � x LL Q � � Q ♦ � o v U 1L U 1 �Ih.O i'•I„`Mti'�� t :iI�f T_ i1 3 J Y • Y OZ J M � s s H W O " 1 \ �vyo� 0. V� h °o v .Y 1= 2 J 1 � I I. i °W° `4�f` � �� � � Q 1 � v � ♦ C ti L \ � � z � I = � 7 Q 0 D x �� •t �. _ � Qy�' � ♦ L • I V O C O • O O • O « � V O • « GZ . . O P C c • • � > c � • c i 3 0 • N p c lC = ZL O O N • O « u • • c W • � < i n - e • o n n o c a c • tl v 6 L • y O O y — ss y• b b r - E � 6 • — u - � i • E o V V O • O e u= V V � V c •� n _c V 0. O c C e�� •• L L 7 •+ h u . K r O t • O O • I V C O r O . . O P C ` • Y W II o v c • tl v 6 1 I, 1 n e � • or',:I o 1 I p � r x!11.1 1 • oa 1 • � I v • • I ! e O V C O O � O O I I 1� IIr O t r L • 0 - o � e V O J � O O � E a — C W 1 C r Ci J v. C F _ t c Q Q p- 6 .•i•r � K.at wr.0 f Z f t 6 O�aI I11f7 Oa,l7 $' 97.22 ob ti t 9J. i0 1 o1.y7 k # pe► 4 k g A 7 w 0 L�Lt. Ll t $ a . ID.JI O LiGeo � /aaOJd7 4 a Irt" locos- IRA /0195 £GfA1TA7N S a a /OIN A /1JJJ M v a Ntof a ..R "O.At Fpf/AMV •r. F F V } r,6 It 5 { T LS l} U y CL ad9 ce- v V•40 W119 [-I C-) O 0 > 000 2 rn a, 3 no in CD o acD =�3 Z Z,a 0 — O CD. , M CD Z rn I I. " it 6. A", ♦ lit, % yid lit .77 a. I. " it 6. A", lit, % yid lit I. " it 6. A", lit, % yid a Na a. C M. rD^ V J n S d %0 imr n 0 N �u t I e: -U a� D 7 Nrrn�n� CTyon 40 i n •� V- � 0 fe v• o S� •n bi0 r a, bRu itg cc r.!'9 i V-40 i II r N n it 4 1n tltli m� U g •4n ,� d�6 � A o� k�i D 7 Nrrn�n� CTyon 40 i n •� V- � 0 fe v• o S� •n bi0 r a, bRu itg cc r.!'9 i V-40 i o i ?' 1 I } i� �7- i i I 1 ° y Y 14.7' 1 o i ?' 1 I } CONSULTING ENGINEERS ALDERMAN, SWIFT & LEWIS December 3, 1982 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92663 -3884 Attention: Mr. Lloyd Dalton, Design Engineer FRANK E. ALDERMAN 1V mo[e WI SLIIAM 0 LEWIS FRANK M SWIFT SENIC0 VICE PR1,510ENT LEWIS W GARBER VICE PRESICENT DOUGLAS J REINHART GE PRESIDENT ROY N. LAMAR SSIIIn Ni VNCE PPESiOENT scnRaa ASSOC SMITH ZAREH G. ASTOURIAN ASSOC AIIE THOMAS N O'LAUGHLIN ASSODATE ROBERT H REINEN ASSOC ATE Subject: Morning Canyon Road and Seaward Road Storm Drain Replacemement (C -2339) Revised Proposal to Prepare Construction Plans, Specification and Cost Estimate Gentlemen: We have reviewed your request for revised proposal dated December 1 and submit the following proposal for your review. Scope of Work 1. Collect all private utility data. The available street, highway, storm drain and water data has been collected and is on file. It will be neces- sary to determine the location of the underground gas, electrical, telephone and cable television lines that may impact the subject project. 2. Provide detailed topographic survey as necessary to prepare detailed construction drawings which indicate all removals, joins, abandonment, control points, etc. 3. Prepare detailed construction plans, specifica- tions and Engineer's estimate with reference to the City's Standard Special Provisions and Stan- dard Drawings, 1982 Edition, and the Standard Specifications for Public Works Construction, 1982 Edition. The construction plans will include approximately 1200 lineal feet of storm drain improvements at 1" = 40' scale, catch basin and connector pipe details and any special connection details. Specifications shall contain detailed 0 1201 EAST WARNER AVENUE • SANTA ANA, CALIFORNIA 92705 • (714) 979 -1761 0 100 EAST HUNTINGTON DRIVE • SUITE 200 • ALHAMBRA, CALIFORNIA 91601 • (213) 792-3096-12131 0 2045 EAST TAHOUITZ- McCALLUM WAY • PALM SPRINGS, CALIFORNIA 92262 • (714) 320 -4220 • (714) 662 -2176 " r Am Ls LJ,Yp\/L, „Y4i c,Y rn�c p.r+r ALDERMAN, SWIFT 6 LEWIS provisions for public convenience and safety, project site maintenance, contractor's staging area, etc., which supplement the Standard Speci- fications. The plans and specifications will be based on the October 13, 1982 hydrology and hy- draulics presented in the letter report prepared by ASL and entitled, "Capacity Analysis of the Existing Storm Drain Systems in Morning Canyon Road and Seaward Road." 4. Prepare plan and calculation revisions, if re- quired by Caltrans review. 5. Resolve construction problems which may occur during the construction phase. Compensation ASL proposes to provide the above scope of work for a total not to exceed fee of $11,720. The estimated breakdown of the fee is as follows: 1. Data Collection $ 320 2. Survey 800 3. Plans, Specifications and 9,400 Estimate Reproduction 200 4. Caltrans Review 500 5. Assistance during Con- 500 struction TOTAL $11,720 The scope of work does not include the processing of permits and/or easements for the project. The scope of work also does not include preparation of a soils and geotechnical investigation. If the City should elect to prepare a soils and geotech- ical investigation, we would recommend that the City utilize the services of Converse Consultants. Converse has evaluated the project and estimates a fee in the range of $2,200 to provide the test borings and report. • CONSULTING ENGINEERS ALDERMAN, SWIFT 6 LEWIS k Closure Thank you for the opportunity to submit this proposal. Mr. Roy Lamar will be the Principal in Charge and Mr. William Bennett will be the Project Engineer assigned to this project. We will be able to mobilize sufficient staff to have prelimi- nary plans, specification and estimates ready for submittal to Caltrans during the first week in January, 1983. This date is dependent on receiving the notice to proceed during the week of December 6, 1982. If you have any questions regarding this proposal, please feel free to call. Respectfully submitted, r�A Wei N. Lamar Ro 7 RNL /lmm December 1, 1982 Alderman, Swift & Lewis 1201 East Warner Avenue Santa Ana, California 92705 Attention: Roy N. Lamar >'' U Subject: Morning Canyon Road and Seaward Road Storm Drain Replacement (C -2339) Gentlemen: The City has completed its review of the various alternative storm drain replacement /restoration schemes for this project and wishes to proceed with preparation of construction plans, specifications and Engineer's estimate (P.S. & E.). You are invited to submit a revised proposal to provide engineering services for the project, as detailed hereinbelow. i Hi We request that your revised proposal include (cope of work items nos. 1, 4. 6, and 8 as shown in your original proposal of July 27, 1982. The PS & E should provide for replacement or restoration of existing CMP with RCP, ACP or Insituform pipe product alternatives. Since the PS & E will permit pipe replacement in Pacific Coast Highway right -of -way. a copy of CalTrans' encroachment permit will be required in the bid documents. I will apply . for the permit as soon as you forward preliminary plans and calculations for the submittal. Plan and calc revisions, if required by CalTrans, will be made by your office during February of 1983. We hope to obtain the CalTrans permit by March 1. 1983 so that we may ad- vertise, award, and begin construction by April 15. This will allow our Contractor a 2 -month period of lane closure between 9 a.m. and 3 p.m. in Pacific Coast Highway, 1 . Please indicate in your proposal the hourly fees for your personnel and a "Total not to exceed" amount. If the proposal is acceptable to the City, I will provide a verbal order to proceed, and forward a professional ser- vices agreement for your signature. Very�l ,yours, Lloyd R. Dalton Design Engineer LRD:jd Att: (1) Test, general and technical inforabtion for Insituform (2) As -built plans for construction of Pacific Coast Highway i � • ,._ .. .� , ,��. ,._ .. .� , �. �. UnDERGROUnD E SUIRVEYSS CORP. 4973 E. Lansing, P.O. Box 12891, Fresno, CA 93779 • (209) 292 -2003 November 10, 1982 City of Newport Beach 3300 Newport Blvd. Newport Beach, CA 92663 Attn: Mr. Lloyd R. Dalton Re: Insituform; storm lines on Seaword & DeAnza Sts. Dear Mr. Dalton; It was a pleasure meeting with you and your staff and I want to thank you for your excellent directions and generous hospitality. I hope you were as impressed with "Insituform" as I was with your beautiful camixnity. I am enclosing the information you requested at our last meeting along with 'ball park" estimates on the above referenced project. I realize that the shallow depth of these lines tends to have an inflationary effect on my pricing, but again, should dig up and replacement or reduction in line size be of any consequence perhaps the impact will be some what reduced. Should you require further information on this project, another, or on the process please don't hesitate contacting ne. Hoping to hear from you in the near future. Re ands, Ronald L. Owens Operations Manager RO /nh 4, el .! SBwer $ Water Welt Inspectiarr dr *grttpn8�f +Elecba.Hydisr+Jlc $ivegea •: `nsitufeirm Ptpdr Linings: • Ptpalltie FQufpment r 0 WORIlix.` OUTfaYx.9 Storawater lines; corrugated metal on Seaword St. and DeAnza St. Approximate linear footage - 18" X 340 ft.; 24" X 410 ft; 30" X 450'. Install polyester liners: 18" X 340 ft X 9m thick @ $55.10 per ft. = $18,734.00 24" X 410 ft X 9¢m thick @ $63.25 per ft. = 25,932.50 30" X 450 ft X 12mn thick @ $96.50 per ft.= 43,425.00 Total estimate-- - - - - -- $88,091.50 INCLUDES: 1. Cleaning 2. Pre and post video inspection 3. Traffic control 4. Material, labor, and installation DTM 1. Excavation and point repair if required to allow passage of liner. 9- 0 CPNSIJLTING ENGINEERS ALDERMAN, SWIFT S LEWIS August 13, 1982 City ofyNewport Beach 3300 NeTport Boulevard Newport Beach, California 92660 I 1 Attention: Mr. Lloyd Dalton Subject:; Proposal to Prepare the Adequacy of the Morning Canyon Road a Drainage Study to Existing Storm Drain and Seaward Road FRANKE ALDERMAN FOUNDER RWR UAM 0, LEWIS FRANK M SWIFT SENIOR VICE FRESDENT LEWIS W. GARBER WCE eSCsm ENT DOUGLAS J. REINHART CE PRESDENT ROY N AR ASSISTANT AVICE PRESIDENT SE ..RASSOO SMITH E ZAREH G ASTOURIAN A55ODATE THOMAS N. 0 LAUGHLIN ASSOCIATE ROBERT H. REINEN SOCDTE Determine System in Dear Mr.' Dalton: This wil'1 confirm our telephone conversation this date wherein �SL proposes to revise the fee quoted in our letter of August 9 to a not -to- exceed fee of $4,100. The abov adjustment is based on providing an analysis of the existing system's capacity as if the storm drain pipes containeIP a polyethylene liner. Once the analysis has been complete , the report will show those areas of storm drain with lin r, adequate to carry the design flows, and those areas ev n with liner that are inadequate to carry the design flows. he remaining aspects of the scope of work outlined in our litter of August 9 remain unchanged. Upon completion of this study, there would remain the neces- sity of etermining the physical condition of those areas of the stor drain system calculated as being adequate to carry the flow$, to determine whether or not the pipes are in a conditio( to receive the liner. This, however, would be a task add>essed during the final design for the project. I trust hat the above information clarifies our proposal of August 9�and serves to meet your direct needs. We look forward o working with you on this interesting project and stand reldy to begin our, efforts upon receipt of notice to proceed.{ Very truly yours, If I oy z' RNL /lm CRreF A! /p �CAI: 0:1201 EAST WARNER AVENUE - SANTA ANA. CALIFORNIA 92705 • (7141 9iil- ! 51 ❑ 100 EAST HUN{ WGTON DRIVE • SUITE 200 • ALHAMBRA. CALIFORNIA 91801 • (2131792-3096 • (2131 682 -2178 ❑ 2045 EAST TA OUITZ- MICCALLUM WAY • PALM SPRINGS, CALIFORNIA 92262 • (714) 320 -4220 • (714) 320 -4231 - CONSULTING ENGINEERS Dear Mr. Dalton: AIOEgMAN, SWIFT S LEWIS FRANK E. ALDERMAN Ea uNOER WILLIAM 11 LEWIS RE, FRANK C/►,� FRANK M SWIFT f/.. SENIOR VICE GARBE R D LEWIS SI GABBER VICE RAESOENi A //^ ' DOUGLAS J. REINHART 1117 VICE 4PEEtOENi August 9, 1982 Dfpq M i n/,l1Q� RDYN.LAMAR �� 1..79 1E RICHARDE MITT ENi J RICHARD SMITH City Newport After our telephone conversation of August 2 we are revising our proposal of July 27 to include only the study effort re- quired to verify the design capacity of the existing storm drain system, and recommend an improvement program. ASL will investigate improvement alternatives including the possibility of slip lining all or portions of the existing CMP and util- izing as much of the existing system as possible. The scope of work is as follows: 1. Collect existing data - ASL will utilize existing plans and information. Limited field work will be performed to confirm existing curb heights, flow directions and catch basin sizes. Prepare a drainage area and flow direction map. ASL will utilize aerial photography prepared by R. J. Lung and Associates in April 1979, scale 1" = 200' with 5' contour intervals for the base mapping. 3. Conduct a hydrology study to determine design flows. Hydrology will be done in accordance with the Orange County Hydrology Manual. 0 1201 EAST WARNER AVENUE • SANTA ANA, CALIFORNIA 92705 • (714) 979 -1761 0 100 EAST HUNTINGTON ORIVE • SUITE 200 • ALHAMBRA. CALIFORNIA 91601 • (213) 792 -3096 • (213) 662 -2176 0 2045 EAST TAHOUITZ- MCCALLUM WAY , PALM SPRINGS, CALIFORNIA 92262 • 1714) 320 -4220 • (714) 320 -4231 Beach y ry �F y Of pUg ZA OHG.O ATE ZA REH G. ASTD URIAN 3300 Newport Boulevard Newport Beach, California 92660 g��yRKS THOMAS N. D'LAUGH LIN THOMAS ROBERT H REINEN Attention: Mr. Lloyd Dalton Subject: Proposal to prepare a drainage study to determine the adequacy of the existing storm drain system in Morning Canyon Road and Seaward Road After our telephone conversation of August 2 we are revising our proposal of July 27 to include only the study effort re- quired to verify the design capacity of the existing storm drain system, and recommend an improvement program. ASL will investigate improvement alternatives including the possibility of slip lining all or portions of the existing CMP and util- izing as much of the existing system as possible. The scope of work is as follows: 1. Collect existing data - ASL will utilize existing plans and information. Limited field work will be performed to confirm existing curb heights, flow directions and catch basin sizes. Prepare a drainage area and flow direction map. ASL will utilize aerial photography prepared by R. J. Lung and Associates in April 1979, scale 1" = 200' with 5' contour intervals for the base mapping. 3. Conduct a hydrology study to determine design flows. Hydrology will be done in accordance with the Orange County Hydrology Manual. 0 1201 EAST WARNER AVENUE • SANTA ANA, CALIFORNIA 92705 • (714) 979 -1761 0 100 EAST HUNTINGTON ORIVE • SUITE 200 • ALHAMBRA. CALIFORNIA 91601 • (213) 792 -3096 • (213) 662 -2176 0 2045 EAST TAHOUITZ- MCCALLUM WAY , PALM SPRINGS, CALIFORNIA 92262 • 1714) 320 -4220 • (714) 320 -4231 L CONSULTING ENGINEI ALDERMAN. SWIFT 6 LEWIS City of Newport Beach Mr. Lloyd Dalton August 9, 1982 Page - 2 - 4. Determine the design capacity of the existing system and investigate methods to improve the system where required. Mainline and catch basin hydraulics will be provided. System improvements will be shown schematically on the 1" = 200' drainage area map. 5. Prepare a letter report describing findings and including cost estimates and recommendations. Two copies of the report will be provided for City review. Based on our study efforts, the recommenda- tions may include a field verification of the physi- cal condition of the existing pipes to insure actual capacity is at or near the design capacity. ASL can complete the study four weeks after authorization to proceed is received. We propose to provide the services outlined above for a not to exceed fee of $4,800. This fee is based on the City providing the following: 1. All existing plans and information pertaining to the existing storm drain facilities and existing improve- ments in the area. 2. Aerial photography of area prepared by R. J. Lung and Associates April 1979. We hope this proposal responds to the City's needs. We stand ready to begin the project at your convenience. If you have any questions or would like to discuss the scope of this pro- ject in more detail please feel free to call. Thank you for the opportunity to submit our proposal and we look forward to being of service to the City once more. Sincerely, o7N . RNJJL: bjb r N HOURLY CHARGE RATE AND EXPENSE REIMBURSEMENT SCHEDULE Principal in Charge of Project . . . . . . . . . . . $ 65.00 Principal Supporting Principal in Charge . . . . . . $ 60.00 Senior Traffic and Transportation Engineer . . . . . $ 60.00 Project Engineer . . . . . . . . . . . . . . . . . . 55.00 Registered Engineer . . . . . . . . . . . . . . . . . $ 48.00 Designer . . . . . . . . . . . . . . . . . . . . . . $ 40.00 Designer /Draftsperson . . . . . . . . . . . . . . . . $ 40.00 Construction Inspector . . . . . . . . . . . . . . . $ 33.00 Draftsperson . . . . . . . . . . . . . . . . . . . . $ 33.00 Typist . . . . . . . . . . . . . . . . . . . . . . . $ 20.50 Technician . . . . . . . . . . . . . . . . . . . . . $ 16.50 Two -Man Survey Party . . . . . . . . . . . . . . . . $ 90.00 Survey Travel Time . . . . . . . . . . . . . . . . . $ 40.00 Survey Vehicle Allowance (per day) . . . . . . . . . $ 10.00 Three -Man Survey Party Rates Quoted on Request Reproduction, special photography, printing and any other ser- vices performed by subcontractor, subject to prior approval by the Client, will be billed at cost plus 158. Reproduction performed in- house: Xerox Copies Gestetner Blueprint $0.20 /each $0.20 /each $0.25 /sq.ft. vehicle mileage, between Engineer's office and project site and/ or Client offices, will be billed at $0.25 per mile. E CONSULTING ENGINEERS ALDERMAN, SWIFT IS, LEWIS July 27, 1982 City of Newport Beach 3300 Newport Boulevard Newport Beach, California Attention: Mr. Lloyd Dalton 0 RECEIVED Jt 2 91982 FRANK E. ALDERMAN EOSNDCR WILLIAM D. LEWIS PREE OENi FRANK M. SWIFT SENIOR VI CF PRESIDEW I'VE ICEWoE., RBER DOUG PL3S J. REINHART ROY N. LAMAR "S,61 A., VICE PRESIDE., JL 6ENICR� A5 6SOC �� �EP�.`•:•O NUM19 REW CC1RYY, /l� THOMASN 0LLAUGHLIN ROBERT H REINEN ASSOCIASE Subject: Proposal to Prepare Construction Plans, Specifications and Cost Estimate for the Replacement of Storm Drains in Morning Canyon Road and Seaward Road (C- 2339). Dear Mr. Dalton: I . Thank you for the opportunity to submit our proposal for the subject project. After reviewing the project area in the field and discussing the project in detail with you, we understand the scope of work and appreciate the problems as they exist. The key to successful design and construction of the proposed storm drain facilities is collecting accurate information pertaining to the location of existing improvements. ASL will utilize our two -man survey crew, Rodding and Cleaning Machines of Los Angeles and Taylor Engineering of Los Angeles to collect data pertaining to the existing storm drain fac- ilities that is not available from existing City records. Rodding and Cleaning will provide the necessary cable equip- ment and Taylor Engineering will provide the special locating equipment necessary to locate the existing corrugated metal pipe horizontally and vertically. Taylor Engineering are pioneers in the field of locating pipes, pipe leaks and thermal leaks and hold several patents on sophisticated electronic locating equipment. Rodding and Cleaning will also provide a video record of the existing condition of the pipe. This was done by them for the Jasmine Creek Storm Drain Design Report and the tape is on file with the City. The existing conditions of the corrugated metal pipe that cross under existing improvements such as the service station parking lot, the existing sidewalk, trees and existing light standards will dictate the extent and type of improvement required. This type of information may indicate that it is feasible and cost effective to treat the existing pipe in place with slip lining or other type of special treatment. The cost for locating the pipes as described is itemized below. 0 1201 EAST WARNER AVENUE • SANTA ANA. CALIFORNIA 92705 • (714) 979 -1761 0 100 EAST HUNTINGTON DRIVE • SUITE 200 • ALHAMBRA, CALIFORNIA 91801 • (2131792-31095 • (21 3) 882-2178 0 2045 EAST TAHDUITZ- McCALLUM WAY • PALM SPRINGS, CALIFORNIA 92262 • (7141320-4220- (7141320-4231 Scope of Work ✓1. Collect all available street, highway, storm drain, sewer, water and private utility data. It will be \\/V necessary to collect data from Caltrans regarding the existing box culverts that cross Pacific Coast Highway. This information is critical for any connections to the existing box culverts and our proposal is dependent on the availability of the information. 2. Locate the existing storm drain facilities in the field which may include the use of special locating equipment and a two -man survey crew. A 3.� Recommend locations for City forces to pothole and is survey for exact locations and profiles of storm drains, sewers, water mains and private utilities l�r which may influence the design of the project. J4. Provide detailed topographic survey as necessary to prepare detailed construction plans which in- 't`" dicate all removals, joins, abandonment, control points, etc. j 5. Prepare brief drainage study for project; determine tributary areas and volumes of flow in both systems of the project, providing field survey as necessary for the study and utilizing procedures described in the Orange County Hydrology Manual for storm flow calculations. ASL will utilize aerial photog- raphy prepared by R. J. Lung and Associates in April, 1979, scale 1" = 200' with 5' contour in- tervals for the drainge area map. f 6. Prepare detailed construction plans, specifications and Engineer's estimate with reference to the City's Standard S ecial Provisions and Standard Drawings, 1982 Edition, and the Standard Specifica- tions for Public Works Construction 1982 Edition. it The construction plans will include approximately 1200 lineal feet of storm drain improvements at 1" = 40' scale, catch basin and connector pipe details and any special connection details. Specif= ications shall contain detailed provisions for public convenience and safety, project site main- tenance, contractor's staging area, etc., which supplement the Standard Specifications. l.\+1 q 4LLa �f 7. Prepare a soils and geotechnical evaluation for 1 ;q.�i purposes of recommending trench and bedding con- ditions. 8. Resolve construction problems which may occur during the construction phase. i. �N;- 9. (OPTIONAL) Assist City with the processing of the {trIv Caltrans Encroachment Permit. Compensation ASL Consulting Engineers proposes to provide the services outlined in items 1, 3, 4, 5, 6 and 8 above for a total not } to exceed fee of $19,000. This fee is based on our hourly ' charge rate given on the attached Exhibit A. This fee is also based on the City providing the following: A. All existing plans and information pertaining to the existing storm drain facilities and existing improvements in the area. B. Aerial photography of area prepared by R. J. Lung and Associates April, 1979. dC . C. City forces to perform potholing and survey to .;r determine exact elevations of underground City utilities where required. 1 D. City forces to assist in gaining access to the ( -i,II ;'P 4 "l existing system during the pipe location phase. ASL proposes to provide the services outlined in item 2 above for $1700 plus $1.75 per foot of pipe traced. This fee is based on Rodding and Cleaning Machines and Taylor Engineering completing the location work during a seven (7) hour period. ASL proposes to provide the soils and geotechnical investi- gation outlined in item 7 above for $2300. This work will 1xzo7 be done by Converse Consultants and will include R- values ` which the City can use for future design of pavement in the area. The total not -to- exceed fee for items 1 thru 8 above is $23,000 plus $1.75 per foot of pipe traced in item 2. Based on 1200 feet of pipe traced the total not -to- exceed fee is $25,100. Item 9 above is best suited to be billed time and materials based on the attached Exhibit A if this service is required by the City. Schedule The work described in the above sections can be completed within 60 calendar days, excepting holidays, of receiving authorization to proceed. Project Team Mr. Roy Lamar will be the assigned Principal in Charge of your project. Mr. William Bennett will act as Project Engineer and Mr. Ray Burk will be the assigned designer. Closure We look forward to again working with the City to solve an existing drainage problem and stand ready to begin the pro- posed work at your convenience. We appreciate the opportun- ity to submit this proposal and assure you of a thorough investigation and a c st effective design completed on time and within budget. ("'I —;fie) Sincerely, ��� y La mar RNL:bjb Attachment • 0 E June 28, 1982 Alderman, Swift 8 Lewis 1201 E. Warner Avenue Santa Ana, California 92705 Attention: Mr. Roy Lamar, Vice- President Subject: Morning Canyon Road and Seaward Road Storm Drain Replacement (C -2339) Gentlemen: The 1982483 City budget includes a ;152,000 appropriation for the design and construction of replacement storm drain systems in Morning Canyon Road and Seaward Road, hereinafter ereferred to as "Project. (See attached improvement plans for Corona Highlands, Sheets 1 and 1 A). You are invited to submit a proposal to provide professional engineering services for Project. We request that your proposal include, but not be limited to, providing the following services: 1. Collect all available street, highway, storm drain, sewer, water and private utility data relative to the project. 2. Recommend locations for City forces to pothole and survey for exact locations and profiiis of storm drains, sewers, water mains, and private utilities which may influence the design of Project. 3. Prepare brief drainage study for Project, deterNmyng tributary areas and volumes of flow in both systems of Project, providing field survey as necessary for the study and.utilizing procedures described in the Orange County Hydrology Manual for steam flow calculations. 4. Provide detailed topographical survey as necessary to prepare detailed construction plans which indicate all removals, joins. abandonment, control points, etc. S. Prepare detailed construction plans specifications and Engineer's estimate, with reference to the City's Standard Special Provisions and Sttaa dard OrarAny=a 1662 Edition, and the Standar�aci�%bt ons or PubTia for cTs construction 1982 Edition. (FW ar plan and prod le A'" urns y the City. Specifications to contain detailed provisions for public convenience and safety, project site maintenance, ..,. -,. gym; �:� ��. •_ .: �;' } - -5 -. pap ' Subject: Morning Canyon Road and Seaward Road Storm Drain Replacement C -2389 JVPO 28. 1982 contractors staling area, etc.9 which supplement the Standard Specifications.) �. 6. Resolve construction proplf Mhieh may occur as a result of inaccurate or insuffici gty.4entent in the plans or specifications. Please indicate in your proposalt`he number of calendarsdays required to complete services 1. through S. above. list hourly fees for your personnell and a "Total not to exceed" mount. Should your proposal be acceptable to the City, I will prepare and forward a professional services agreement for yoW signature. W anticipate a call for construction bids as soon as we can Obtain Caltrans' Encroachment Permit. Contact mat at 640 -2281 if you need further information regarding Project. Very truly rs, 7 Lloyd Dalton Design Engineer LD :rb Att.