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HomeMy WebLinkAbout0850-72_Tamarind Avenue Sewer Lift Station_5.1STATE OF CALIFORNIA - CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY STATE WATER RESOURCES CONTROL BOARD PAUL R. BONDERSON BUILDING 901 P STREET P.O.BOX100 SACRAMENTO, CALIFORNIA 95812-0100 DATE: MAR 2 a 1995 TO: STORM WATER PERMITTEE WDID #q3(s)0a\51 PETE WILSON, Governor SUBJECT: CANCELLATION OF COVERAGE UNDER THE GENERAL NPDES PERMIT TO DISCHARGE STORM WATER. Per your written request, the State Water Resources Control Board (State Board) has cancelled your coverage under the GENERAL NPDES PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH: YCONSTRUCTION ACTIVITY INDUSTRIAL ACTIVITY for the following construction site/facility: � Drlf.{ inq no., \floe czn.YotA eiarnS Please be advised that the State Board is following your request for cancellation and is not making a determination of its validity. Facilities that are found to be in violation of federal regulations requiring coverage under an NPDES permit may be subject to substantial penalty. If you wish to obtain coverage under the General Permit in the future, you are required to submit a new Notice of Intent with the appropriate fee. If you have any questions, please call. NOI Processing/Storm Water Unit Division of Water Quality State Water Resources Control Board PO Box 1977 Sacramento, CA 95812-1977 Phone: (916) 654-3765 FAX: (916) 657-1011 TS:C:\WP51\NOI ENTR\LET CNOT.NOT 411 STATE OF CALIFORNIA - CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY PETE WILSON, Governor CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA REGION 2010 IOWA AVENUE, SUITE 100 RIVERSIDE, CA 92507-2409 PHONE: (909) 782-4130 FAX: (909) 781-6288 Date: 3/i5J4S WDID #: ?Bcp Sib('c"3 S3l.9S 3c _Is—► Dear Permittee: Enclosed is a copy of your submitted application which has been approved and is being returned for your records. Another copy has been sent to the State Water Resources Control Board in Sacramento, CA for further processing. If you have any further questions, please call me at (909) 782- 4906. Sinerely: e, aurie Nevils Environmental Specialist Storm Water Unit Washington INTERNATIONAL INSURANCE COMPANY CITY OF FONTANA P.O. BOX 518 FONTANA CA 92334 1930Thoreau Drive, Suite 101, Schaumburg, Illinois 60173 708/490-1850, Fax: 708/519-4633, 800/338-0753 Contractor: MULTI CONSTRUCTION 2440 N. GLASSELL, UNIT X ORANGE CA 92665 AFFILIATE NASI3P Date: 03/02/94 Bond No: S3004403 Description. of Contract: SEWER FORCE MAIN FOR TAMARIND AVE. & SEWER LIFT STATION NO. 8 BID NO. SB-48-93 Contract Price: $287,156 Bond: $287,156 Effective: 04/01/93 Without prejudicing your rights_or affecting our liability under our bond described above, we would appreciate any of the follow- ing information presently available. Very truly yours, Jodi Phillips 1. IF CONTRACT COMPLETED, PLEASE STATE: Approximate date of completion of work (or final elivery) Approximate acceptance date .ebr, i. t etei.4 Final Contract Price: $ 4$, Z q tin . (o 1 2. IF CONTRACT UNCOMPLETED, PLEASE STATE: Approx perco tape or $ amount of contract completed or delivered (g6'/° 3. Do you know of any unpaid bills for labor or material? / j\ (ram 4. Rema ks (if any): i' aS� �`St Go►�, t%. e - rect, t9�S�-� [iS�-vt_ Jr P @c9'-✓' a- '�-� r Date: Signature Address: ,191.5 Title miefficiAt,if ;idf:/*eek(//1617 PS Form 3800, June 1991 is o O � O a m °FD. a m D asOo coO ur R' ' 8 m A a O • co <• a v .2 0 m ! I!!1! .�a N 0 2 o 5 D o 0 0 5 m '< 0 m I 1 a siii GG a O a 5. lll.....��� } 3 0- • 6 Lri 0. ,i v_ P q) #. -1,1 , 0 ..„ 0 4fr O mu" 0 0 zi90 < C cp N C n m o CD 0 0 CD CD 3m m o'er Ca Ea m 0 City of Fontana CALIFORNIA January 30. 1995 Certified Mail Ms. Laurie Nevils, Environmental Specialist State Water Resources Control Board Santa Ana Region (8) 2010 Iowa Avenue, Suite 100 Riverside, CA 92507-2409 RE: Empire Center - CFD No. 90-3 Tamarind Avenue Lift Station and Force Main SWRCB/SW Fee and Permit Termination Dear Ms. Nevils: Enclosed are the following: 1. Copy of a SWRCB/SW invoice dated January 3, 1995 in the amount of $250.00 on the above referenced project. 2. Copy of City of Fontana's letter dated April 5, 1994 on the above referenced subject. 3. Copy of a SWRCB/SW invoice dated January 3, 1994 on the above referenced project. 4. Copy of "Notice of Termination" dated April 4, 1994. 5. Copy of a recorded "Notice of Completion" dated February 8, 1994. 6. Copy of City of Fontana's check stub for payment of fee. Per our phone discussion, the City of Fontana is requesting that the recent invoice for the fee payment be waived and the permit (ID #836S302157) be terminated for the following reasons: 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334-0518 • (714) 350.7600 SISTER CITY - KAMLOOPS, B.C. CANADA Ms. Nevils January 30, 1995 Page 2 1. Upon further review of the Fact Sheet For National Pollutant Discharge Elimination System (NSDES), General Permit For Storm Water Discharges Associated With Construction Activity, it is questionable that a permit and/or "Notice of Intent" should have been applied for on this project. This project was an off -site master sewer facility constructed within public right-of-way. 2. The "Fact Sheet" provided to the City of Fontana did not contain information or processing instructions for the "Notice of Termination" form. The "Notice of Termination" form came to the City's attention with the 1994 invoicing on this project. The "Notice of Termination" processing procedure through the regional board locations did not come to the City's attention until the "Most Frequently Asked Questions About SWRCB Storm Fees" sheet with the 1995 invoicing for fee, payment on this project. 3. The City of Fontana did send a "Notice of Termination", etc. on this project to the SWRCB/SW Sacramento Accounting Office to terminate this permit. 4. This project has been completed for approximately a year. If you have any questions or require further information, please contact the undersigned at (909) 350-6646. Sincerely, COMMUNITY DEVELOPMENT DEPARTMENT Engineering Division Gregory J. Bucknell, P.E. Principal Civil Engineer/Special Projects GJB: km Attachments: As noted cc: Community Development Director City Engineer • RECEIVED • JAN - 91995 STATE WAT = R ' ESOURGES-GO TROL BOARD CITY ENGINEERS OFFICE INVOICE Annual Fee for Waste Discharge Requirements Required by SECTION 13260 of the California Water Code 9408839 8 DATE: 01-03-95 To: CITY OF FONTANA Invoice Number: 9408839 ATTN: ROBERT W. WEDDLE,PE FFY: 1994/95 8353 SIERRA AVENUE FONTANA, CA 92335 Re: BOARD ORDER NO. 92-008 For: CITY OF FONTANA Facility ID: 8 365302157 TAMARIND AVENUE Program Type: SWCON FONTANA, CA 92335 Fee Rating Code: SWU Charges: Fees: Annual fee for period 01-01-95 to 12-31-95: $ 250.00 Surcharge For Pretreatment Program' $ 0.00 Surcharge For Mining Program. $ 0.00 Less Credits: Credit for previously paid annual fees for this period: $ 0.00 TOTAL CHARGES DUE 01-23-95 $ 250.00 Please do not send cash. If you have any questions regarding your bill, please call the State Board at (916) 654 - 3765. (Cut on this line and return lower portion with your payment in the envelope provided) FFY: 1994/95 Invoice Number: 9408839 (PLEASE PRINT THIS NUMBER ON CHECK) AFBS Code: 8 36S3021579501 Due Date: 01-23-95 Amount Due: $ 250.00 Make Payable To: SWRCB/SW FEES Return To: SWRCB ACCOUNTING OFFICE ATTN: SW P.O. BOX 100 SACRAMENTO, CA 95812-0100 Address Correction Requested: If your address is incorrect, please cross out and print your correct address in the space provided below Facility: CITY OF FONTANA Agency: CITY OF FONTANA TAMARIND AVENUE ATTN: ROBERT W. WEDDLE,PE FONTANA, CA 92335 8353 SIERRA AVENUE FONTANA, CA 92335 • City of Fontana CALIFORNIA April 5, 1994 SWRCB Accounting Office State Water Resources Control Board P.O. Box 100 Sacramento, CA 95812-0100 SUBJECT: Tamarind Avenue Lift Station NPDES Permit Closing This is to request you to close the City NPDES Permit I.D. No. 8365302157. Notice of Termination and recorded copy of Notice of Completion are enclosed. Also, enclosed is a check, No. 17966, in the amount of $250.00 for payment of SWRCB Invoice No. 9303144 (copy attached). Please call the undersigned at (909) 350-6645 if you require any additional information. Sincerely, COMMUNITY DEVELOPMENT DEPARTMENT Engineering Division Yousuf Patanwala, P.E. Associate Engineer/Special Projects YP:jh cc: City Engineer Principal Civil Engineer/Special Projects Accounting Technician (L.R.) 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334.0518 • (714) 350-7600 SISTER CITY - KAMLOOPS, B.C. CANADA trip recycled paper � RECEI b STATE•TER RESOURCES CONTROL •ARD INVOICE Annual Fee for Waste Discharge Requirements Required by SECTION 13260 of the California Water Code 9303144 8 To: CITY OF FONTANA ATTN: ROBERT W. WEDDLE,PE 8353 SIERRA AVENUE FONTANA, CA 92335 Re: BOARD ORDER NO. 92-008 For: CITY OF FONTANA TAMAR!ND AVENUE FONTANA, CA 92335 DATE: 01-03-94 Invoice Number: 9303144 FFY: 1993/94 Facility ID: 8 36S302157 Program Type: SWCON Discharge Rating: SWU Charges: Fees: Annual fee for period 01-01-94 to 12-31-94: $ 250.00 Surcharge For Pretreatment Program' $ 0.00 Surcharge For Mining Program. $ 0.00 Less Credits: Credit for previously paid annual fees• $ 0.00 TOTAL CHARGES DUE 01-18-94 $ 250.00 Please do not send cash. If you have any questions regarding your bill, please call the State Board at (916) 657 - 0784. (Cut on this line and return lower portion with your payment in the envelope provided) FFY: 1993/94 Invoice Number: 9303144 (Please print th j s number on check) AFBS Code: 8 36S3021579401 Due Date: 01-18-94 Amount Due: $ 250.00 Make Payable To: SWRCB/SW FEES Return To: SWRCB ACCOUNTING OFFICE ATTN: SW P.O. BOX 100 SACRAMENTO, CA 95812-0100 Address Correction Requested: If your address is incorrect, please cross out and print your correct address in the space provided below Facility: CITY OF FONTANA Agency: CITY OF FONTANA TAMARIND AVENUE ATTN: ROBERT W. WEDDLE,PE FONTANA, CA 92335 8353 SIERRA AVENUE FONTANA, CA 92335 NOTICE OF TERMINATION OF CCIIIAGE UNDER THE NPDES GENERAL PE T NO. CAS000002 FOR DISCHARGES OF STORM 1 ER ASSOCIATED WITH CONSTRUCTION ACTIVITY A. DEVELOPER NAME Submission of this Notice of Termination constitutes notice that the owner land his/her agent) of the site identified on this form is no longer authorized to discharge storm water associated with construction activity by NPDES General Permit No. CAS000002. I. WDID NO.836S302157 II. OWNER COMPANY NAME STREET ADDRESS CITY Fontana City of Fontana 8353 Sierra Avenue STATE CA III. CONSTRUCTION SITE INFORMATION City of Fontana CONTACT PERSON Yousuf Patanwala a TITLE Associate Engineer/Special Projects zip 92335 PHONE (909) 350-7610 CONTACT PERSON Yousuf Patanwala STREET ADDRESS 8353 Sierra Avenue TITLE Assoriai-P Engin r/gper-ia1 Projects CITY Fontana B. SITE ADDRESS Tamarind Avenue CITY Fontana CA ZIP 92335 PHONE (909) 350-6645 COUNTY San $ernardi.no CA ZIP 92335 PHONE (909) 350-6645 IV. BASIS OF TERMINATION X 1. The construction project is complete and the following conditions have been met. • All elements of the Storm Water Pollution Prevention Plan have been completed. - Construction materials and waste have been disposed of properly. - The site is in compliance with all local storm water management requirements. • A post -construction storm water operation and management plan is in place. Date of project completion 03/ 16 p3 2. Construction activities have been suspended, either temporarily and the following conditions have been met. • All elements of the Storm Water Pollution Prevention Plan have been completed. - Construction materials and waste have been disposed of property. • All denuded areas and other areas of potential erosion`are stabilized. • An operation and maintenance plan for erosion and sediment control is in place. • The site is in compliance with all local storm water management requirements Date of suspension Expected start up date or indefinitely C•NOT • I All storm rater s retained on site. All,m water is discharged to evaporation ofircolation ponds offsite. 4. Discharge of storm water from the site is now subject to another NPDES general permit or an individual NPDES permit. NPDES Permit No. Date coverage began / / 5. There is a new owner of the identified site. Date of owner transfer / Was the new owner notified of the General Permit requirements? YES NO NEWOWNER INFORMATION COMPANY NAME CONTACT PERSON STREET ADDRESS TITLE CITY STATE ZIP PHONE V. EXPLANATION OF BASIS OF TERMINATION (Attach site photographs . see instructions). Notice of Completion recorded with Office of the County Recorder for San Bernardino County on 02-08-1994 Instrument No. 94052319 VI. CERTIFICATION: I certify under penalty of law that all storm water discharges associated with construction activity from the identified site that are authorized by NPDES General Permit No. CAS000002 have been eliminated or that I am no longer the owner of the site. I understand that by submitting this Notice of Termination, I am no longer authorized to discharge storm water associated with construction activity under the general permit, and that discharging pollutants in storm water associated with construction activity to waters of the United States is unlawful under the Clean Water Act where the discharge is not authorized by a NPDES permit. I also understand that the submittal of this Notice of Termination does not release an owner from liability for any violations of the general permit or the Clean Water Act. PRINTED NAME Yousuf Patanwala TITLE Associate Engi nppr/qppr-i a1 Proj • SIGNATURE: \1;'"1,, DAT n41 n4 1gg4 REGIONAL WATER BOARD USE ONLY This Notice of Termination has been reviewed, and I recommend termination of coverage under the subject NPDES general permit. Printed Name Region No. Signature Date C•NOT• Recording requested. City of Fontana When recorded mail to: NO FEE J City of Fontana (Engineering Division) P. 0. Box 518 Fontana, California 92335 DOCUii NT # 9405231_9 RECORDED IN THE OFFICIAL RECORDS OF SAN BERNARDINO COUNTY ERROL J MACKZUM RECORDER Fab/08/1.994 1-2:08:42:PM a NOTICE OF COMPLETION Pursuant to the provisions of Section 3086 of the•Civil Code of the State of California and authorization of the City Council of the City of Fontana, NOTICE IS HEREBY GIVEN that work on that certain project known as Construction of the Tamarind Avenue Lift Station and Force Main Project in Tamarind Avenue to Santa Ana Avenue for the City of Fontana was completed and accepted by the City of Fontana on the 1st day of February , 19 94 . The said work was performed by Multi Construction Company, Inc. and Ramirez, A.J.V. of 2322 Sonosa Drive, Rowland Heights, CA 91748 in accordance with the terms of written agreement dated the 16th day of March. 1993 . STATE OF CALIFORNIA) Dated this 2nd day of February , 1994 COUNTY OF SAN BERNARDINO) Robert W. Weddle, P.E. / City Engineer On .2/•� /�'�` , before me, the undersigned, a Notary Public in and for said State, personally appeared Robert W. Weddle, P.E., personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument, the person, or entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official -seal. // V Maria M. Hami ton OFTICIAL SEAL Maria M. Hamilton NOTARY PUBLIC • CALIFORNIA SAN BERNARDINO COUNTY Ir, Cam, E■Onf Feb 2e. 1995 CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3598 PROGRAM ACCOUNTING 53720-8017 PURCH.ORDER INVOICE NUMBER RAST 030194 AMOUNT 250.00 DESCRIPTION FEE TAMARIND LIFT STAT7 104209 STATE WATER RESOURCES • City of Fontana CALIFORNIA April 5, 1994 SWRCB Accounting Office State Water Resources Control Board P.O. Box 100 Sacramento, CA 95812-0100 SUBJECT: Tamarind Avenue Lift Station NPDES Permit Closing This is to request you to close the City NPDES Permit I.D. No. 8365302157. Notice of Termination and recorded copy of Notice of Completion are enclosed. Also, enclosed is a check, No. 17966, in the amount of $250.00 for payment of SWRCB Invoice No. 9303144 (copy attached). Please call the undersigned at (909) 350-6645 if you require any additional information. Sincerely, COMMUNITY DEVELOPMENT DEPARTMENT Engineering Division Yousuf Patanwala, P.E. Associate Engineer/Special Projects YP:jh cc: City Engineer Principal Civil Engineer/Special Projects Accounting Technician (L.R.) 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334-0518 • (714) 350.7600, SISTER CITY — KAMLOOPS, B.C. CANADA Co recycled paper STATE • TER RESOURCES CONTROL BOARD INVOICE Annual Fee for Waste Discharge Requirements Required by SECTION 13260 of the California Water Code 9303144 8 To: CITY OF FONTANA ATTN: ROBERT W. WEDDLE,PE 8353 SIERRA AVENUE FONTANA, CA 92335 Re: BOARD ORDER NO. 92-008 For: CITY OF FONTANA TAMARIND AVENUE... FONTANA, CA 92335 DATE: 01-03-94 Invoice Number: 9303144 FFY: 1993/94 Facility ID: 8 36S302157 Program Type: SWOON Discharge Rating: SWU Charges: Fees: Annual fee for period 01-01-94 to 12-31-94: $ 250.00 Surcharge For Pretreatment Program. $ 0.00 Surcharge For Mining Program. $ 0.00 Less Credits: Credit for previously paid annual fees• $ 0.00 TOTAL CHARGES DUE 01-18-94 $ 250.00 Please do not send cash. If you have any questions regarding your bill, please call the State Board at (916) 657 - 0784. (Cut on this line and return lower portion with your payment in the envelope provided) FFY: 1993/94 Invoice Number: 9303144 (Please print this number on check) AFBS Code: 8 36S3021579401 Due Date: 01-18-94 • Amount Due: $ 250.00 Make Payable To: SWRCB/SW FEES Return To: SWRCB ACCOUNTING OFFICE ATTN: SW P.O. BOX 100 SACRAMENTO, CA 95812-0100 Address Correction Requested: If your address is incorrect, please cross out and print your correct address in the space provided below Facility: CITY OF FONTANA Agency: CITY OF FONTANA TAMARIND AVENUE ATTN: ROBERT W. WEDDLE,PE FONTANA, CA 92335 8353 SIERRA AVENUE FONTANA, CA 92335 NOTICE OF TERMINATION OF CO /RAGE UNDER THE NPDES GENERAL PE. NO. CAS000002 FOR DISCHARGES OF STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY Submission of this Notice of Termination constitutes notice that the owner land his/her agent) of the site identified on this form is no longer authorized to discharge storm water associated with construction activity by NPDES General Permit No. CAS000002. I. WDID NO.836S302157 II. OWNER COMPANY NAME City of Fontana CONTACT PERSON Yousuf Patanwala STREET AOORESS 8353 Sierra Avenue TITLE Associate Engineer/Special Projects CITY Fontana STATE �' ZIP 92335 PHONE (909) 350-7610 III. CONSTRUCTION SITE INFORMATION A. DEVELOPER NAME City of Fontana STREET AOORESS 8353 Sierra Avenue CITY Fontana CONTACT PERSON Yousuf Patanwala TiTta Associat P Pngi nppr/ Sir •ial Proj ectis CA ZIP 92335 PHONE (909) 350-6645 B. SITE ADDRESS Tamarind Avenue COUNTY San Bernardino CITY Fontana CA ZIP 92335 PHONE (909) 350-6645 IV. BASIS OF TERMINATION X 1. The construction project is complete and the following conditions have been met. • All elements of the Storm Water Pollution Prevention Plan have been completed. - Construction materials and waste have been disposed of properly. - The site is in compliance with all local storm water management requirements. - A post -construction storm water operation and management plan is in place. Date of project completion 03/ 16 p3 2. Construction activities have been suspended, either temporarily or indefinitely and the following conditions have been met. - All elements of the Storm Water Pollution Prevention Plan have been completed. - Construction materials and waste have been disposed of properly. - All denuded areas and other areas of potential erosion are stabilized. • An operation and maintenance plan for erosion and sediment control is in place. - The site is in compliance with all local storm water management requirements. Date of suspension Expected start up date C•NOT•1 All sr rm water is retained on site. All $ arm water is discharged to evaporation orercolation ponds offsite. 4. Discharge of storm water from the site is now subject to another NPDES general permit or an individual NPDES permit. NPDES Permit No. Date coverage began / / 5. There is a new owner of the identified site. Date of owner transfer / / Was the new owner notified of the General Permit requirements? YES NO NEW OWNER INFORMATION COMPANY NAME CONTACT PERSON STREET ADDRESS TITLE CITY STATE ZIP PHONE V. EXPLANATION OF BASIS OF TERMINATION (Attach site photographs - see instructions). Notice of Completion recorded with Office of the County Recorder for San Bernardino County on 02-08-1994 Instrument No. 94052319• VI. CERTIFICATION: I certify under penalty of law that all storm water discharges associated with construction activity from the identified site that are authorized by NPDES General Permit No. CAS000002 have been eliminated or that I am no longer the owner of the site. I understand that by submitting this Notice of Termination, I am no longer authorized to discharge storm water associated with construction activity under the general permit, and that discharging pollutants in storm water associated with construction activity to waters of the United States is unlawful under the Clean Water Act where the discharge is not authorized by a NPDES permit. I also understand that the submittal of this Notice of Termination does not release an owner from liability for any violations of the general permit or the Clean Water Act. PRINTED NAME Yousuf Patanwala \ SIGNATURE: REGIONAL WATER BOARD USE ONLY TITLE Assiate FY1gi nppr/ Ski a 1 Proj DATE (14/ (l4 1 AA4 This Notice of Termination has been reviewed, and I recommend termination of coverage under the subject NPDES general permit. Printed Name Region No. Signature Date C•NOT• 1 Recording requested by City of Fontana When recorded mail to: City of Fontana (Engineering P. 0. Box 518 Fontana, California 92335 NO FEE J Division) DOCUMENT # 9 4 0 5 2 3 1 9 RECORDED IN THE OFFICIAL RECORDS OF SAN BERNARDINO COUNTY ERROL J MACKZUM RECORDER F a b/ 0 8/ 1 9 9 4 12:08:42:PM NOTICE OF COMPLETION Pursuant to the provisions of Section 3086 of the Civil Code of the State of California and authorization of the City Council of the City of Fontana, NOTICE IS HEREBY GIVEN that work on that certain project known as Construction of the Tamarind Avenue Lift Station and Force Main Project in Tamarind Avenue to Santa Ana Avenue for the City of Fontana was completed and accepted by the City of Fontana on the 1st day of February , 19 94 . The said work was performed by Multi Construction Company, Inc. and Ramirez, A.J.V. of 2322 Sonosa Drive, Rowland Heights, CA 91748 accordance with the terms of written agreement dated the 16th day of March 1993 . in STATE OF CALIFORNIA) Dated this 2nd day of February , 1994 COUNTY OF SAN BERNARDINO) Robert W. Weddle, P.E. City Engineer On� �7' , before me, the undersigned, a Notary Public in and for said State, personally appeared Robert W. Weddle, P.E., personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument, the person, or entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. /24 /// Maria M. Hami ton I 41.1 oFFZCIAL SEAL k4; Maria M. Hamilton .! Fib NOTARY PUBLIC • CALiFORNIA .�;,,n=�►�,' MSComm.Epp 000UNTY • • Washington INTERNATIONAL INSURANCE COMPANY CITY OF FONTANA P.O. BOX 518 FONTANA CA 92334 1930 Thoreau Drive, Suite 101, Schaumburg, Illinois 60173 708/490-1850, Fax: 708/519-4633, 800/338-0753 Contractor.: MULTI CONSTRUCTION 2440 N. GLnecwT.T,, UNIT X ORANGE CA 92665 AFFILIATE NASBP. Date: 05/27/94 Bond No: S3004403 Description of Contract: SEWER FORCE MAIN FOR TAMARIND AVE. & SEWER LIFT STATION NO. 8 BID NO. SB-48-93 Contract Price: $287,156 Bond: $287,156 Effective: 04/01/93 Without prejudicing your rights or affecting our liability under our bond described above, we would appreciate any of the follow- ing information presently available. Very truly yours, Jodi Phillips 1 IF CONTRACT COMPLETED, PLEASE STATE: A proximate date of completion of work (or final,de;ivery) NA.. 13 19 a3 Approximate acceptance date Lc (.:vi; etc a N CDC t Final Contract Price: $ 2R3, (b3� (n 9 2. IF CONTRACT UNCOMPLETED, PLEASE STATE: Approx percentage or amount of contract completed or delivered 3 Do you know of any unpaid bills for labor or material? 4 Remarks (if any): Date: D- /' .'. , 19 P p / I igye6 Signature naturee � Title �^irlf; a L' �U," V 4,e Address: MEMORANDUM CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT ENGINEERING DIVISION/SPECIAL PROJECTS TO: KEN JESKE,.PUBLIC WORKS MANAGER FROM: ROBERT WEDDLE, P.E., CITY ENGINEER /r �jIl. SUBJECT: FINAL ACCEPTANCE OF SEWER FORCE MAIN FOR TAMARIND AVENUE AND SEWER LIFT STATION NO. 8. DATE: FEBRUARY 23, 1994 ***************************************************************** ***************************************************************** Transmitted herewith is a set of "Record Drawing" for the Sewer Force Main for Tamarind Avenue and Sewer Lift Station No. 8. These are for your records and distribution to the approiate maintenance staff. The City Council accepted this project as complete on February 1, 1994. A copy of the City Council Agenda and Resolution is attached. DRAWING NO. TITLE 2210(Shts. 1-10) Sewer Force Main for Tamarind Avenue and Sewer Lift Station No. 8. cc: Principal Civil Engineer/Special Projects } • BEST, BEST & KRIEGER ARTHUR L. LITTLE WORTH' GLEN E. STEPHENS• WILLIAM R. DeWOLFE• BARTON C. GAUT" PAUL T. SELZER. DALLAS HOLMES. CHRISTOPHER L. CARPENTER* RICHARD T. ANDERSON' JOHN D. WAHLIN' MICHAEL D. HARRIS" W. CURT EALY' THOMAS S. SLOVAK* JOHN E. BROWN. MICHAEL T. RIDDELL' MEREDITH A. JURY' MICHAEL GRANT' FRANCIS J. BAUM' ANNE T. THOMAS' D. MARTIN NETHERY' GEORGE M. REYES WILLIAM W. FLOYD, JR. GREGORY L. HARDKE KENDALL H. MaeVEY CLARK H. ALSOP' DAVID J. ERWIN' MICHAEL J. ANDELSON' ' A PROFESSIONAL CORPORATION A PARTNERSHIP INCWOINO PROFESSIONAL CORPORATIONS LAWYERS DOUGLAS S. PHILLIPS• ANTONIA GRAPHOS GREGORY K. WILKINSON WYNNE S. FURTH DAVID L. BARON GENE TANAKA BASIL T. CHAPMAN TIMOTHY M. CONNOR VICTOR L. WOLF DANIEL E. OLIVIER DANIEL J. MCHUGH HOWARD B. GOLDS STEPHEN P. DEITSCH MARC E. EMPEY JOHN R. ROTTSCHAEFER MARTIN A. MUELLER J. MICHAEL SUMMEROUR VICTORIA N. KING JEFFERY J. CRANDALL SCOTT C. SMITH JACK B. CLARKE, JR. BRIAN M. LEWIS BRADLEY E. NEUFELD SHARYL WALKER PETER M. BARMACK JEANNETTE A. PETERSON ELISE K. TRAYNUM WILLIAM D. DAHLING, JR. MATT H. MORRIS JEFFREY V. DUNN STEVEN C. DeBAUN ERIC L. GARNER DENNIS M. COTA RACHELLE J. NICOLLE ROBERT W. HARGREAVES JANICE L. WEIS PATRICK H. W. F. PEARCE KIRK W. SMITH JASON D. DABAREINER KYLE A. SNOW MARK A. EASTER DIANE L. FINLEY MICHELLE OUELLETTE DAVID P. PHIPPEN, SR. SUSAN C. NAUSS CHRISTOPHER DODSON BERNIE L. WILLIAMSON ELAINE E. HILL KEVIN K. RANDOLPH JAMES B. GILPIN MARSHALL S. RUDOLPH KIM A. BYRENS CYNTHIA M. GERMANO MARY E. GILSTRAP GLENN P. SABINE CHRISTINE L. RICHARDSON JOANE GARCIA-COLSON PHILIP J. KOEHLER DIANE C. WIESE REBECCA MARES DURNEY DOROTHY I. ANDERSON G. HENRY WELLES JAMES R. HARPER DINA O. HARRIS BARBARA R. BARON RICHARD T. EGGER PATRICK D. DOLAN DEAN R. DERLETH HELENE P. DREYER EMILY P. HEMPHILL SONIA RUBIO SHARMA JOHN O. PINKNEY RAYMOND BEST (1868-1957) JAMES H. KRIEGER (1913-1975) EUGENE BEST (1893-1981) December8, 1991 s Mr. Yousuf Patanwala ueom `Q�� Associate Engineer/Special Projects City of Fontana 8353 Sierra Ave. Fontana, CA 92335 Re: Escrow Agreement for Securities in Lieu of Retention- D.W. Powell Construction Co. Inc. D FCC FOY DEC 1 4 1993 By ()AY ONTARI TELEPHO TELECOP UITE 120 ORTH HAVEN FFICE BOX 4360 LIFORNIA 91761-4360 E (909) 989-8584 R (909) 944-1441 OF COUNSEL JAMES B. CORISON OFFICES IN RIVERSIDE (909) 686-1450. PALM SPRINGS (619) 325-7264 RANCHO MIRAGE (619) 568-2611 Dear Yousuf: You have asked for our review of the form of escrow agreement presented by D.W. Powell Construction Co., Inc. for use, on the Declez Channel Cleanout Project. The California Legislature has provided language for escrow agreements in lieu of retention in the Public Contract Code at section 22300. The D.W. Powell proposed agreement has been drafted in conformance with that code section and is acceptable to the City Attorney. Please include the date of Contract in Section 1 of the agreement. We would be pleased to discuss these matters further with you if you so desire. Please feel free to call the undersigned or Stephen P. Deitsch. Ke in K. dolp or BEST, BEST KR 'GER City Attorneys DBB33039 LAW OFFICES OF BEST, BEST & KRIEGE Yousuf Patanwala Associate Engineer/Special Projects December 8, 1993 Page 2 KKR:ep cc: Gregory C. Devereaux, City Manager Frank Schuma, Director of Community Development Robert Weddle, City Engineer Clark H. Alsop, City Attorney DBB33039 410 • ll _ ouro rmi R� ® or `+ Lai I Lam' ' '' ®vzta® 1 fl i ®'J9 B0 17,121_ ." 3010 Floyd St. • Burbank, California 91504-2599 • (213) 849-7711 • FAX (818) 842-3217 September 24, 1993 RECEIVED A-; SEP 2 7 1923 ` 1' CM ENGINEER'S OFFICE City of Fontana 8353 Sierra Ave Fontana, CA 92334-0518 Phone 714/350-7600 Attention: Mr. Robert W. Weddle, P.E. City Engineer Reference: Your Letter August 26th Dear Mr. Weddle, Thank you for your letter bring us up-to-date on the Tamarind Avenue Sewer Lift Station #8. Also, thank you for inviting us to a presentation on our equipment alternatives to what the City has specified. We will make an appointment with the applicable engineering personnel in the near future. Thanks again for taking the time to communicate. Sincerely •94:BiY1 Mirabelli WEM:tml FONTANA.924 o . • Company: City of Fontana CALIFORNIA FAX COMMUNICATIONS FROM FAX NUMBER (909) 350-6618 PLEASE DELIVER THE FOLLOWING PAGES TO: e- S S /)Ut1,L_..S 4.94(724-(265 Name: .1906 l ✓�i'l / r)(, Fax Number: (213) 2 / / 523 Phone Number: From: 'f-C iPE OL i&Qf . Phone Number:; 4l (23) .3 50 - G 4J Total Number of Pages: g Date: 6/5" Time: (including cover sheet) Message: DO Ulo11S ,2grUES-TED cc: ****a**44**•*•.***.****** •*****4***********•*•*******.***•**r••11 FAX CHARGE IS: $3.00 1ST PAGE (EX DING COVER SHEET) $1.50 THEREAFTER. PLEASE MAKE CHECK PAYABLE TO THE CI • F FONTANA IN THE AMOUNT OF $ PLEASE MAIL TO: CITY OF FONTANA, P.O. BOX 5 a FONTANA, CA 92334 FROM: Name Company/Firm Address Phone No. NOTE: Please return this cover sheet with Payment /74 (Account N 010-0316-2300) 8353 SIERRA AVENUE (P.O. BOX,518) • FONTANA. CALIFORNIA 92;34-0518 • (714) 350-7600 SISTER CITY— KAMI ^" �S, B.C. CANADA EXECUTED. IN THREE COUNTERPAtQ CITY OF FONTANA PAYMENT BOND (CALIFORNIA PUBLIC WORK) B410# S-300 4403 PREMIUM: INCLUDED IN PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the City of. Fontana (sometimes' referred to hereinafter as, "Obligee") has awarded to hereinafter MULTI CONSTRUCTION CO. AND RAMIREZ, A J.V. '���� ( described designated as the "Contractor"), an agreement dated as follows: SEWER FORCE MAIN FOR TAMARIND AVENUE AND SEWER LIFT STATION NO. 8 BID NO. SB-48-93 11 (hereinafter referred to as the "Contract"): and WHEREAS, said Contractor is required to furnish a bond in connection with said Contract, and pursuant to Section 3247 of the California Civil Code; 11 NOW, THEREFORE, we, MULTI CONSTRUCTION CO. AND RAMIREZ, A J.V. the undersigned Contractor, as Principal; and WASHINGTON INTERNATIONAL INSURANCE COMPANY , a corporation organized and existing under thelaws of the State of II ARIZONA , and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the City of Fontana and to any and all persons, companies or corporations entitled to file stop notices under Section 3181 of the California Civil Code, in the sum IIof ($ 287,155.86 ** Dollars), said sum being not less than one hundred percent (100%) of the total amount payable by the said Obligee under the terms of the said Contract, for which payment will and truly to be made, we bind ourselves, our' I heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if said Contractor, his or its ' heirs, executors, administrators, successors or assigns, or Subcontractors, shall fail to pay for any materials, provisions or other supplies, implements, machinery or power used in, upon for or about the performance of the Public Work contracted to be done, or to pay any person for any work or labor of any kind, 1 or for bestowing skills or other necessary services thereon, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of paid Contractor and his 41 Subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor as required by the provisions of Section 3247 through 3252 of the Civil Code, the Surety or Sureties hereon will pay for the 11 same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In addition to the provisions hereinabove, it is agreed that this bond will inure to the benefit of any and all persons, companies and corporations entitled to serve stop notices under Section 3181 of gi the Civil Code, so as to give a right of action to them or theirassigns in,any IR suit brought upon this bond. ** TWO HUNDRED EIGHTY-SEVEN THOUSAND ONE HUNDRED FIFTY-FIVE DOLLARS AND EIGHTY-SIX CENTS. (Page 1 of 4) A CA-8 The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or additions to the terms of the said Contract or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the work or to the Specifications. No final settlement between the Obligee and the Contractor hereunder shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. Contractor and Surety agree that if the Obligee is required to engage the services of an attorney in connection with the enforcement of this bond, each shall pay Obligee's reasonable attorney's fees incurred, with or without suit, in addition to the above sum. IN WITNESS WHEREOF, we have hereunto set our hands and seals this 1ST day of APRIL ► 19 93 • PRINCIPAL/CONTRACTOR: By: SURETY: WASHINGTON IN ERNATIONAL INSURANCE COMPANY ` By: % MULTI CONSTRUCTION CO.f.ND RAMIREZ, A.J.V. l DAVID L. CULBERTSON CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT frfy'�S59' __ State of CALIFORNIA County of ' ORANGE ttorney-in-Fact No. 5' } CO 4-01-93 before me, KAREN CHANDLER - NOTARY PUBLIC DATE NAME, TITLE OF OFFICER - E.G.,'JANE DOE, NOTARY PUBLIC' personally appeared DAVID L. CULBERTSON NAME(S) OF SIGNER(S) npersonally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(*) whose name(*) iskstst subscribed to the within instrument and ac- knowledged to me that hetInritmt executed the same in his/j authorized capacitytimr), and that by histwinithat signature(*) on the instrument the persont*), or the entity upon behalf of which the person(c) acted, executed the instrument. WITNESS my hand and official seal. EudE:. Karen Chandler U ff `�� Comm. #959502 r, v k � NOTARY PUBLIC - CALIFORNIA ti! ORANGE COUNTY (7 o My Comm. Expires Mar. 27, 1991 rK r?f SIGNATURE OF NOTARY (C,:2feOPTIONAL SECTION THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT PAYMENT BOND OPTIONAL SECTION CAPACITY CLAIMED BY SIGNER Though statute does not require the Notary to fill In the data below, doing so may prove invaluable to persons relying on the document. El INDIVIDUAL El CORPORATE OFFICER(S) TITLE(S) PARTNER(S) El LIMITED GENERAL a ATTORNEY -IN -FACT TRUSTEE(S) El GUARDIAN/CONSERVATOR 0 OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) WASHINGTON INTERNATIONAL INSURANCE COMPANY THE DOCUMENT DESCRIBED AT RIGHT: NUMBER OF PAGES 4 DATE OF DOCUMENT 4-01-93 Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form. SIGNER(S) OTHHA[NAMED ABOVE N/A ©1992 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309- 1 ■ • IMPORTANT: Surety companies executing bonds must possess a certificate of authority from the California. Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal, grant or loan funds, it must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS IS A REQUIRED FORM. Any claims under this bond may be addressed to: (Name and Address of Surety) WASHINGTON INTERNATIONAL INSURANCE. COMPANY 1930 THOREAU DRIVE, SUITE .101 SCHAUMBURG, IL 60173 (Name and Address of agent or CULBERTSON INSURANCE SERVICES, INC. representative for service of process in California if different from above)5500 E. SANTA ANA CANYON ROAD, SUITE 201 . ANAHEIM, CA 92807 (Telephone Number and Fax Number of (800) 338-0753 FAX-(708) 885-8710 SURETY 1111 Surety and agent or representative for service of process in California) (714) 921-0530 FAX-(714) 921-2096 AGENT A ■ (Page 3 of 4) A EXECUTED IN THREE COUNTERPAII, Br S-300 4403 PR IUM: $5,307.00 i i CITY OF FONTANA CONTRACT PERFORMANCE BOND (CALIFORNIA PUBLIC WORK) KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the City of Fontana (sometimes referred to hereinafter as "Obligee") has awarded to MULTI CONSTRUCTION CO. AND RAMIREZ, A J.V. (hereinafter. designated as the "Contractor"), an agreement for the work described as follows: SEWER FORCE MAIN FOR TAMARIND AVENUE AND SEWER LIFT STATION NO. 8 BID NO. SB-48-93 (hereinafter referred to as the "Public Work"); and WHEREAS, the work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Work dated /flA i --1- lip \1 2 , . ( hereinafter referred to as the "Contract") , which Contract is incotiporated herein by this reference; and WHEREAS, the Contractor is required by said' Contract to perform the terms thereof and to provide a bond both for the performance and guaranty thereof. NOW, THEREFORE, we, MULTI CONSTRUCTION CO. AND RAMIREZ, A J.V. ,theundersignedContractor, as Principal, and WASHINGTON INTERNATIONAL INSURANCE COMPANY a corporation organized and existing under the laws of the State of ARIZONA , and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the City of Fontana in the sum of TWO HUNDRED EIGHTY-SEVEN THOUSAND ONE HUNDRED FIFTY-FIVE THOUSAND DOLLARS AND EIGHTY-SIX CENTS Dollars ($ 287,155.86 ), said sum being not less than one hundred percent (100%) of the total amount payable by the said Obligee under the terms of the said Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents., THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the bounden Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said Contract and any alteration thereof made as therein provided, on his or its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill the one year guarantee of all materials and workmanship; and indemnify and save harmless the Obligee, its officers and agents, as stipulated in said Contract, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the Specifications accompanying the same shall (Page 1 of 4) CA-4 f r 1 I • • in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the work or the Specifications. No final settlement between the Obligee and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. Contractor and Surety agree that if the Obligee is required to engage the services of an attorney in connection with enforcement of the bond, each shall pay Obligee's reasonable attorney's fees incurred, with or without suit, in addition to the above sum. IN WITNESS WHEREOF, we have hereunto set our hands and seals this 1ST day of APRIL , 19 93 • PRINCIPAL/CONTRACTOR: MULTI CONSTRUCTION COi. AND RAMIREZ,.A I By: SURETY: J.V. WASHINGTON INTERNATIONALINSURANCE COMPANY By: Attorney -in -Fact DAVID L. CULBERTSON CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT titititi No. State of CALIFORNIA } On 4-01-93 before me, KAREN CHANDLER - NOTARY PUBLIC NAME, TITLE OF OFFICER - E.G.,'JANE DOE, NOTARY PUBLIC" personally appeared DAVID L. CULBERTSON NAME(S) OF SIGNER(S) ppersonally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person( whose name(I) is/ subscribed to the within instrument and ac- knowledged to me that he/executed the same in his/MXIXEC authorized capacity(l, and that by his/NEMIEUX signature(s) on the instrument the person(1), upon or the entityu behalf of which the �B ORANGE COUNTY n person(50 acted, executed the instrument. .� «..— t �.c.c1 Karen Chandler k Comm. #959502 PUBLIC - CALIFORNIA NOTARY My Comm. Expires Mar. 27,1996t THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here Is not required by law, it could prevent fraudulent reattachment of this form. WITNESS my hand and official seal. OPTIONAL SECTION CAPACITY CLAIMED BY SIGNER Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the document ❑ INDIVIDUAL ❑ CORPORATE OFFICER(S) TITLE(S) ❑ PARTNER(S) El LIMITED El GENERAL PH -ATTORNEY -IN -FACT TRUSTEE(S) Ei GUARDIAN/CONSERVATOR El OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) WASHINGTON INTERNATIONAL INSURANCE COMPANY SIGNATURE OF NOTARY OPTIONAL SECTION TITLE OR TYPE OF DOCUMENT PERFORMANCE BOND NUMBER OF PAGES 4 DATE OF DOCUMENT 4-01-93 SIGNER(S) OTHER THAN NAMED ABOVE N/A ©1992 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309 • $25.OQ/$15.00 per The rate of premium on this bond is IIIthousand. ofpremium charged: Ili The ,307. amount (The above must be filled in by $ 5,307.00 corporate surety). IMPORTANT: Surety companies executing C ondssioner authorizmust possess ing them' certificate write sutetyiiy fram the California Insur rane or doan surety insurance defined in Section 105 of the' CalifoWith federalcegCode, and if III the work or project is financed, ih whole or in part, funds, it must also appear 'on the Treasury Department's most current list III (Circular 570 as amended). THIS IS A RE Uq IRED FORM. Anyclaims under this bond may be addressed to: (Name and Address of Surety) WASHINGTON INTERNATIONAL INSURANCE COMPANY III 1930 THOREAU DRIVE, SUITE 101 SCHAUMBURG, IL 60173 (Name and Address of agent or CULBERTSON INSURANCE SERVICES, INC. 1111 representative for service of process in California if different 5500 E. SANTA ANA CANYON ROAD, SUITE 201 from above) ANAHEIM, CA 92807 . III ■ Tele hone Number and Fax Number of (800) 338-0753 FAX-(708) 885-8710 SURETY ( p of Surety and agent or representa 714) 921-0530 FAX-(714) 921-2096 AGENT tive for service of process in , California) CA-6 (Page 3 of 4) General WASHINGTON INTERNATIONAL INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Washington International Insurance Company,a corporation organized and existing under the laws of the State of Arizona, and having its principal office in the Village of Schaumburg, Illinois, does hereby constitute and appoint * * KAREN CHANDLER, DAVID L. CULBERTSON, LINDA L. CULBERTSON, * * * * CHARLES L. FLAKE, DIANA LASKOWSKI AND LEXIE SHERWOOD * * its true and lawful attorneys) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required, or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said Washington International Insurance Company as fully and amply, to all intents and purposes, as if the same has been duly executed and acknowledged by its President at its principal office. This Power of Attorney shall be limited in amount,to S2,000,000.00 for any single obligation. This Power of Attorney is issued pursuant to authority granted by the resolutions of the Board of Directors adopted March 22, 1978, July 3, 1980 and October 21, 1986 which read, in part, as follows: 1. The President may designate' Attorneys -in -Fact, and authorize them to execute on behalf of the Company, and attach the'Seal of the Company thereto, bonds, and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and to appoint Special Attorneys -in -Fact, who are hereby authorized to certify to copies of any power -of -attorney issued in pursuant to this section and/or any of the By -Laws of the Company, and to remove, at any time, any such Attorney -in -Fact or Special Attorney -in -Fact and revoke the authority given him." 2. The signatures of the Chairman of the Board, the President, Vice President, Assistant Secretary, Treasurer and Secretary, and the corporate seal of the Company, may be affixed to any Power of Attorney, certificate, bond or undertaking relating thereto, by facsimile. Any such Power of Attorney, certificate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary course of business shall be valid and, binding upon the company. IN TESTIMONY WHEREO on International Insurance corporate seal t e i � Authorized offi er, thi 0 h day of November, 1992. APA;• •• G •z ;CORPORATE ; �� % ; SEAL • �; 0c * ARIZONA •' r - • STATE OF ILLINO .•****••• 4 i a - a * t� l— COUNTY OF COOK )�� Na ny has caused this instrument to be signed and its IONAL INSURANCE COMPANY rson, Vice President On this 30th day of November, 1992, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said that he is the therein described and authorized officer of the Washington International Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed written . "OFFICIAL SEAL" S ►'� i CHRISTINE ZARETSKY 1 istine Zarets Notary Pat, State of Illinois S My Commission E My Commission Expires 10.7-96 1 CFR.+ ICATE STATE OF ILLINOIS ) COUNTY OF COOK ) my Official Seal, the day and year first above tary P October c Z, 1996 I, the undersigned, Secretary of WASHINGTON INTERNATIONAL INSURANCE COMPANY, an ARIZONA Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore that Article III, Section 5 of the By -Laws of the Corporation, and the Resolution of the Board of Directors, set forth in the Power of Attorney, are now in force. Signed and sealed in the County of Cook. Dated tiIE 1ST d • bfAP 1; I/, 19 93 , Lewis M. Moeller, Secretary City of Fontana CALIFORNIA August 26, 1993 FLO-SYSTEMS, INC. 3010 FLOYD STREET BURBANK, CA 91504-2599 ATTENTION: MR. WILLIAM E. MIRABELLI RE: JUNE 22, 1993 LETTER TO KEN JESKE, CITY OF FONTANA, REGARDING TAMARIND AVENUE SEWER LIFT STATION NO. 8. SB 48-93 Dear Mr. Mirabelli: Public Work Services and Engineering staff are open, at your convenience, to receive your sales presentation on future pump alternatives and selection for city sewer lift station projects. To have scheduled such a visit shortly after the arrival of pumps at the referenced job site was, unfortunately, determined not appropriate given the time and personnel requirements to be fully dedicated, at the time, to project completion. City staff and the design engineer witnessed the equipment tests at Essco offices, verifying the compliance with specifications. The Notice to Proceed for the project was issued on April 20. 1993. (The City Council fully executed the contract on March 16, 1993.) Although the station has been fully operational since August 16, 1993, the City has granted time extensions to the contractor based on other than pumps/motor/control panel delay items. (The pumps were delivered and installed on July 22, 1993.) Sincerely, Robert W. Weddle, P.E. City Engineer BWW:FM:jh cc: Public Works Manager Principal Civil Engineer/Capital Improvements Principal Civil Engineer/Special Projects 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334-0518 • (714) 350-7600 SISTER CITY - KAMLOOPS, B.C. CANADA recycled paper CITY OF FONTANA MEMORANDUM: TO: LINDA NUNN Deputy City Clerk FROM: DATE: CALIFORNIA JOHN RILEYy Associate ngineer/Special Projects April 20, 1993 SUBJECT: TAMARIND AVENUE FORCE MAIN AND SEWER LIFT STATION NO. 8 SB-48-93 ****************************************************************** 1. Enclosed for your records is one fully executed original Contract Document for the above referenced City project. 2. Also attached are the original thirteen (13) bid documents and bid bonds submitted for this project which can now be released back to the respective bidders. If you have any further questions, please contact me at ext. 6644. attachments cc City Engineer Principal Civil Engineer/Special' Projects Principal Civil Engineer/Capital Improvements *rpm WISTMIMIPMEMITIMPPIrtirtilva•prom,k,womg t. . .rirrimirrifrimmfi,,mil,4 • • . - ••••• •,,:,...., • ••••••:•• • , 1 • • k.....1,....,...:kk ws.r... ege,,r.aing•lAtairiooplt,,,i.4,-.14k,. v..., 111101.19117,17W"M".“ • . . 666 E. La Cadeno Or. . . .. RA- il-EVL IA OLINT&I> Riverside, CA 92502 P.O. Box 361 pon,r415 Le) 6 M Nqa-PrreR- Fox (714) 786-5112 014) 603-5960 .. • • ..!....' N.-. ,....... FAX TRANRWTTAL SHEET TV: ;4004.4144.COMPANY rg "4. .X.;i144.0 r4.7C NO. -21J DATE:. !Rpm: .ryisfAgeogy Aar,Ii,r rrett TOTAL NUM1810 .9P PAGES WINDING THIS PAGE IP YOU DID NOT RECEIVE TRR. hirMBER OF DOCUMENTS INDICATED ABOVE, PLEASE CALL (714) 601*;11060 AS SOON AS POSSIBLE. • Sit.4107:,..4ilf • . 0424 iltIV 4 4,17 allf 7'"" 4141#44e .;,..a4etsrpexesa, "Vtgrfrvi6 0 sreiei,"1"4. Tel ra :/701 ele • Aiierztere Now- • es* VeAt Azfe 719 +4;244 ' afic drfr-' 9.y,ti Mee 6 t.elccoer: • . tovAri 40.1,ifsree. • re • • `• • • $7t, • 64,12 *4 g et • • t • TO'd 800.0N 90:6 26'2Z End ZITS-E8-VI-T:131 WRSAS 20110d NOSNHOC Washington INTERNATIONAL INSURANCE COMPANY CITY OF FONTANA P.O. BOX 518 FONTANA CA 92334 1930 Thoreau Drive, Suite 101, Schaumburg, Illinois 60173 708/490-1850, Fax: 708/519-4633, 800/338-0753 RECEIVE: - 9 1993 ©Y INGINEEKS OFFICE Contractor: MULTI CONSTRUCTION 2440 N. GLASSELL, UNIT X ORANGE CA 92665 AFFILIATE NASBP Date: 07/27/93 Bond No: S3004403 Description of Contract: SEWER FORCE MAIN FOR TAMARIND AVE. & SEWER LIFT STATION NO. 8 BID NO. SB-48-93 Contract Price: $287,156 Bond: $287,156 Effective: 04/01/93 Without prejudicing your rights or affectingour liability under our bond described above, we would appreciate any of the follow- ing information presently available. Very truly yours, Christine Zaretsky 1. IF CONTRACT COMPLETED, PLEASE STATE: Approximate date of completion of work (or final delivery) Approximate acceptance date Final Contract Price: $ 2. IF CONTRACT UNCOMPLETED, PLEASE STATE: Approx pprcentage or $ amount of contract completed or delivered 3. Do you know of any unpaid bills for labor or material? >%°5 4,. Remarks (if ny) : ° - 6Tt7P OCTlC{�'_ AS =0 at Gt5: '. J . Le.A S 1r1 L J CS , 5y"c SZ0 uiNl e11-1`4 ?oe t Q't 45 Ili q,3 - —e e -P klOre. % k C it'r.s i Sfl G . re r- 4 -5O 17..5Z0 uAlcLa • ?u, d, .7 2,i.5) ci.3 Date: /9i4paii 11 , Signature CNJ,,,,e„� Title A 0e tIc \ (I,C,,- /6iloc,c ; od.ecb .e Address: &)1.F5� _529/^: 4t2�,,p2 P729c2 c e a, q19-4-567 FROM: KURT ANDERSON CITY OF FONTANA CALIFORNIA MEMORANDUM TO: WES HYLEN TEN -NINETY, LTD. SENIOR PLANNER PRELIMINARY STREET IMPROVEMENT PLANS FOR TAMARIND AVENUE (JURUPA AVENUE TO STATION 42+00.00) DATE: AUGUST 4, 1993 Attached please find the preliminary Tamarind Avenue Construction Plans prepared by Hall & Foreman, Inc. that we discussed on Monday, August 2nd. This copy is for your use and files. These preliminary plans were used by the Engineering Division to set the grade for the sewer lift station constructed _on Tamarind Avenue. I understand that you will be utilizing this information to develop plans and to check the construction of improvements on the east side of Tamarind Avenue within the unincorporated portion of San Bernardino County. Please provide the Fontana Engineering Division with a copy of the street improvement plans approved by San Bernardino County. Should you have any questions regarding these plans or require additional information, please contact John Riley, Assistant Engineer/Special Projects at (909) 350-6644. As always, if I can be of any assistance, please call me at (909) 350-6719. KHA cc: Redevelopment Manager City Engineer Pri Civil Engineer/Special Projects Engineer/Special Projects C.112.) `n �J q-4 1, 0\14'- \r CITY OF FONTANA CALIFORNIA MEMORANDUM: TO: FILE FROM: JOHN RILE ASSOCIATE NGINEER/SPECIAL PROJECTS DATE: AUGUST 2, 1993 SUBJECT: TAMARIND AVENUE FORCE MAIN AND LIFT STA. NO. 8 ****************************************************************** Received phone call this a.m. from Wendy of Cat Track regarding non-payment of $5250 for work preformed in May, 1993 for Multi - Construction Co., Inc.. Albert Rameriz was notified of this potential problem by me this a.m. and asked to take care of this matter before another potential "STOP NOTICE" is filed on this job. CITY OF FONTANA CALIFORNIA MEMORANDUM: TO: FILE FROM: JOHN RILEY DATE: , AUGUST 3, 1993 SUBJECT: TAMARIND AVENUE FORCE MAIN AND LIFT STA. NO. 8 Multi -Construction Change Order Status ****************************************************************** Upon arrival at job site, I discussed with Mr. Albert Rameriz that as of this date The City Of Fontana has not received the request for contract change orders (5) so that the City of Fontana can complete the appropriate paper work to complete the project so that they could receive their just compensation without delay. Multi - Construction was also notified verbally that they potential could exist as to whether there would be any form of penalties if all items requested were not completed in a timely manner. OFFICE C it''-ona CALIFORNIA July 27, 1993 BY FACSIMILE AND U.S. MAIL Ten -Ninety, Ltd. Attention: Lawrence Redman Richard Ashby William W. Ashby 7072 Garfield Avenue Huntington Beach, CA. 92648 Re: Notice of default (Failure to timely complete construction of sewer line through Ruth O. Harris Junior High School Site and portion of Tamarind Avenue) and demand for immediate action by Ten -Ninety, Ltd. to clean out sewer line. Dear Mssrs. Redman, Ashby and Ashby: THIS NOTICE IS GIVEN WITH REFERENCE TO THE FOLLOWING DOCUMENTS AND AGREEMENTS: 1. Facilitation Agreement dated as of January 1, 1992 ("Facilitation Agreement"): a. Section 11.a(2)(b) provides in substance that the Participating Owner shall design and seek approval of plans and construct the regional storm drain and sewer facilities through the Junior High School Site, including the portion thereof under Tamarind Avenue, in accordance with said plans. b Section 11.a(1)(g) provides in substance that the City shall design and construct the sewer lift station and force main to be located near the site of the Junior High School Site and that said lift station and force main shall be operational for the opening of said school prior to August 1, 1993. 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334.0518 • (714) 350-7600 SISTER CITY- KAMLOOPS, B.C. CANADA Letter July 27, 1993 Ten -Ninety, Ltd. Page 2 THIS NOTICE IS ALSO GIVEN WITH RESPECT TO THE FOLLOWING FACTS AND EVENTS: On July 20, 1993, Mr. John Riley, Associate Engineer/Special Projects of the City of Fontana, advised Mr. Wes Hylen, Consultant to Ten -Ninety, Ltd. by telephone that the. City had determined that there was debris within the sewer line constructed by Ten - Ninety, Ltd. for the Ruth O. Harris Junior High School Project: Mr. Hylen advised Mr. Riley that, in his opinion, it is the responsibility of the City to remove the debris in accordance with the provisions of the Facilitation Agreement. Mr. Hylen reaffirmed this opinion in a subsequent conversation with Mr. Kurt Anderson, Senior Planner of the City of Fontana. 2. The City of Fontana has determined that Ten -Ninety, Ltd. paid $1,489.40 to the City of Rialto (Check No. 4137 dated April 28, 1992) for sewer inspection fees. In discussion with Mr. Jose G. Orsua, Jr., Public Works Inspector, City of Rialto, Mr. Orsua advised Mr. Riley that the sewer system had been air -tested, but has not, as of this date, received a final inspection or release. Therefore, it is the position of the City of Fontana that Ten - Ninety, Ltd. is responsible for the clean -out of this sewer line in order to complete its construction obligations as required under Section 11.a(2)(b) of the Facilitation Agreement and to secure acceptance by the City of Rialto of the sewer . line. The construction of the lift station is being completed by the City of Fontana in order that it will be operational by August 1, 1993, and it is necessary for the sewer line to be cleaned to ensure that no debris enters into and damages the lift station when the school plumbing facilities are tested and/or begin operation.- Letter - July 27, 1993 Ten -Ninety, Ltd. Page 3 ACCORDINGLY, YOU ARE HEREBY NOTIFIED OF THE FOLLOWING: 1. The City of Fontana, in order to meet its obligations to complete and have the lift station in operation by August 1, 1993, hereby demands that Ten -Ninety, Ltd. advise the City of Fontana by telephone call and/or facsimile prior to 5:00 p.m. on July 27, 1993, as to whether Ten -Ninety will promptly clean -out the sewer line. Without waiving its rights under the Facilitation Agreement, all other pertinent agreements and under law, and in order to mitigate damages, in the event that Ten -Ninety fails to indicate by said time that Ten -Ninety will promptly commence and complete the clean -out of the sewer line, then the City will after 7:00 a.m. on July 28, 1993, commence the clean -out of the sewer line so that it may be inspected and become operational, and the City will expect payment from, and will bill Ten -Ninety for, the costs thereof. In the event that the City is unable to meet its obligations under Section 11A. (1)(g) of the Facilitation Agreement, then the City will hold Ten -Ninety, Ltd. liable for any and all damages caused thereby. Sincerely, Jennif;-'Vaughn Blakely Assistant City Manager cc: City Manager Community Development Director Redevelopment Manager City Engineer Public Works Services Manager Senior Planner (KA) Associate Engineer/Special Projects (JR) Wes Hylen (via telecopier) Best, Best & Krieger (Attention: Stephen. P. Deitsch) Brown, Winfield & Canzoneri (Attention: Joshua Gottheim) Mahoney, Coppenrath and Jaffe (Attention: James E. Mahoney, via telecopier) CITY OF FONTANA CALIFORNIA MEMORANDUM: TO: KEN JESKE, PUBLIC WORKS MANAGER FROM: JOHN RILEY----- ASSOCIATE ENGINEER/SPECIAL PROJECTS DATE: JULY 26, 1993 SUBJECT: TAMARIND SEWER LIFT STATION NO. 8 AND FORCE MAIN Ruth O'Harris Sewer Line From Tamarind Ave. to Alder Ave. ****************************************************************** Please find attached the original letter dated July 26, 1993 from the City of Rialto regarding the sewer line construction through the Ruth O'Harris.Middle School. This attached letter was addressed to you, since you were their contact person on record. This letter is for your files. If you have any further questions, please contact me at ext. 6644. cc City Engineer Principal Civil Engineer/Special Projects Principal Civil Engineer/Capital Improvements Associate Engineer/Public Works Inspections Public Works Inspector (WB) CITY OF FONTANA 41/ COMMUNITY DEVELOPMENT DEPARTMENT 8353 Sierra Avenue Fontana, CA 92335 To: A , .14/x/rthAoar i47 /Z/2 JQLC,ai4 kd/d ( rvAl, c4 923211 LETTER OF TRANSMITTAL File: TAt IAA°/, //f7 TAT/o,J Ah Y Date: 7-2/ -' 3 R E : //efxL9 JTATtt1e JT OEk/cetii4 PINS ATTN: 4 a4(7E Gentlemen: We are sending you: I_I Attached 1_1 Under separate cover via the following item: I_1 Drawings I_I Prints I_I Plans I_i Samples I_I Specifications I_I Copy of Letter .1 I Change Order 1_I Check Print(s) I_I'Studies Sri'Other: k&D&,9.5a17E_PA5uT6Kk6e.eg&r 049.4 COPIES DATE I NO. DESCRIPTION Purpose: t,I' For your information/records I For approval 1 1 Approved as submitted I For your use 1 1 Approved as noted 1 As requested 1 1 Returned for. corrections 1 For review & comment 1 1 Other 1 For bid due: , 19 II II II 1 Prints returned after loaned to: Remarks: 4(/ILOSE0 /S thEay—C747 "/Ec/r 0,6/4. ),f/s • &air AA) .12 n Please: 1 Submit original 1 Resubmit copies for approval. Submit copies for distribution Return corrected prints Other CITY OF FONTANA CAL I FORNIA MEMORANDUM: TO: KEN JESKE, PUBLIC WORKS MANAGER FROM: JOHN RILEY.- ASSOCIATE ENGINEER/SPECIAL PROJECTS DATE: JULY 26, 1993 SUBJECT: TAMARIND SEWER LIFT STATION NO. 8 AND FORCE MAIN Ruth O' Harris Sewer Line From Tamarind Ave. to Alder Ave. ***************************.*************************************** Please find attached the original letter dated July 26, 1993 from the City of Rialto regarding the sewer line construction through the Ruth O'Harris.Middle School. This attached letter was addressed to you, since you were their contact person on record. This letter is for your files. If you have any further questions, please contact me at ext. 6644. cc City Engineer Principal Civil Engineer/Special Projects Principal Civil Engineer/Capital Improvements Associate Engineer/Public Works Inspections Public Works Inspector (WB) July 26, 1993 Mr. Ken Jeske, Manager. Public Works Department Community Development Department City of Fontana P.O. Box 578 Fontana, CA 92334-0518 Dear Mr. Jeske: • City of Rialto California RECEIVED a2MN caveramars0/i�Ks This letter is in reference to the inspections I performed at the Ruth O'Harris School. I inspected for workmanship, depth of 12" VCP and 15"-VCP and the proper bedding around pipe. I inspected on the following days, 13, 14, 15 and 16th of January 1992. I performed an Air Test on 9, March 1992. All sections past testing as prescribed in the Green Book, Standard Specifications for Public Works Construction. A finale inspection has not been completed on this project. If I can be of any further assistance you can reach me at (909) 820-2532, City of Rialto, Engineering Department, 150 S. Palm, Rialto, CA 92376. Sincerely, Jose G. Orsua, Jr. Public Works Inspector City of Rialto DPW-93-470 1 50 SOUTH PALM AVENUE, RIALTO. CA 92376 DEPT: .SALgS feif • HAAKER EQUIPMENT COMPANY SINCC 797.E A CALIFORNIA CORPORATION MOO POMONA fOULGVARD POMONA, CALIFORNIA 91760 (714) $00.2709 • FAX (714) 899-1d ''. FAX TRANSMISSION COVERSHEET DATE: •JULY 23, 1993 Tt' : KF JENSK A$$ � PANT DtRE�'TJR PtJBT,IC WORKS _. COMPANY/ORGANIZATION: FAX: 650 tO L FROM: FAX: BILL HAAKER 598-1427 - • 909 DOCUMENTS TRANSMITTED/COMMENTS: RE: MULTI CONSTRUCTION AND INSTALL OF 4' BOOM ON VACTOR. WE HAVE TRIED REPEATEDLY TO CONTACT At ERT RANIREZ OF MULTI CON TRUCTIoN AND HAVE NOT BEEN ER ARE WORKINQ_ NUMBERS AND HE HAS NOT RETURNED ANY OF THE PAGES A NUMBER OF US HAVE SENT HIM. YOUR VACTOR IS. DUE TO COME TO HEC _ FOR THE INSTALL 0? _ THE BOOM ON MONDAY, 7/26 BUT WE CAN DO WO . WORK UNTIL WE RECEIVE . PAYMENT INADVANCE FROM MULTI CONSTRUCTION. (SEEENCLOSEDMEMO). COULD YOU SEE THAT ALBI,RT RAMIItREEZ RECEEIVES THE ENCLOSED MEMO? ALSO, riMp , lk,g►ti•W�. y nAgi,��nI )i wE KNOW HE HAS RECEIVED r THANK YOU FOR YOUR HELP. ACKNOWLEDGE RECEIPT OF FAX? YES NO CITY OF FONTANA PHONE: 4410 Recycled Paper *mew .we oars Pr' July 22, 1993 TO: FROM: • HAAKER EQUIPMENT COMPANY SINGE 1072 A CALIFORNIA CORPORATION 350$ POMONA BOULEVARD POMONA. CALUPOPINIA 9176E (714) 590-2706 • FAX (714) 598.1427 Albert Ramirez, Multi -Construction Your Purchase Order #1274 for the Boom Extension for the City of Fontana Per your purchase order and our proposal to you, Haaker Equipment Company has offered to extend the boom on the City of Fontana unit for $4,962.00 plus sales tax, or the submission of a resale card. Due to extenuating circumstances and the fact that Multi -Construction does not have an account with Haaker Equipment Company, we are requesting that payment be made prior to the job being started. We have been in contact with the City of Fontana and they are willing to release the machine upon the receipt of the payment to Haaker Equipment Company for the total amount due. All parts are in and we will expedite the completion of this contract. Please submit a cashier's check to Haaker Equipment Company in the amount of $4,962.00 so that we may proceed with this portion of your contract with the City of Fontana. BH: mfs cc: Ken Jenske, City of Fontana Recycled Paper Because wo cam RECORD OF CONVERSATION r--, D • CITY OF FON ANA Date Individual Organization Job No. By Project 2, kv �1 foe GCl4 rive Phone No. /7/51) I terns Discussed � ��t2C�El� �C� G G /(ce---7 r4,pee d 6/"�Z%et/474//Le Comments or Action Required BSt-?n06 2'Q1 RECORD OF TELEPHONE CONVERSATION CITY OF FON�i ANA Project By Date 7/2/'3 Individual Organization l�yy /24e-;46 Phone No.. S46-- oZS�O Job No. Items Discussed Comments or Action Required BSI -?` 06 „9n • • /;.• 6) trd 71r 0- Ci CC) el pt Or 12" 'IC'919 I' 4r /4elr,f 4/el CITY OF FOKTANA PUBLIC WORKS DEPARTM, 8353 Sierra Avenue Fontana, CA 92335 LETTER OF rANSMITTAL TO: L'�TD,c./c/,d7-GV//?EZ? / J-? T 14exA A pole ATTN: a/ 0/*E Gentlemen: We are sending you: 1X1 Attached the following item: File : TAiiiae/A4-9 L-/r,)Th'Ti0A1.Gf� . s� Date: 7—/9-93 Re: OEEaeLy STATE/1e Jr of �v ,uc> UAyS I_I Under separate cover via 1_I Drawings I_I Prints 1_I Plans 1_1 Samples 1_1 1_1 Copy of Le ter 1_1 Change Order 1_1 Ch ck Print(s) 1_1 Studies 1 '4- Other : Letter �TAT�i`7E�cJT OF kiwu,c4f, Specifications COPIES DATE I NO. DESCRIPTION ur ose: P1 For your information/records 1_ _1 For approval 1_1 Approved as submitted .1_ _1 For your use 1_1 Approved as noted _1 As requested 1_1 Returned for corrections 1_ _1 For review & comment 1_1 Other _ I_ _I For bid due: , 19_ 1_ _I Prints returned after loaned to: • ease: 1 Submit original 1 Resubmit copies for. approval. 1 Submit copies for distribution 1 Return corrected prints 1 Other Remarks: z /LZZ00 /.S t/f y�797 rleilr j,64c/l7 AV.( ,t ,elx%. //. Copy to: Signed Title: 4-sue RECORD OF iEIEPHON' CONVERSATION CITY OF FONPANA • Job No. Oath Individual 7H2,4i Organization �oc�1 Ltiohd2-o .54.1Ltxe_BD Phone No. g5V I terns Discussed II rr,, ���,, 7 hd� 5��� ?. M , w i `t-k C_ati-t5 t, n.Lcee s eruu4 40 41,./tA6 34 4. Comments or Action Required Gam: r , /7/ �Ty I /t 4 c .X (**e:X4) A5,c, /Zi9 � ea,-dJ 3S I-?r,r.5 , ;') • RECORD Of �'ELEPHON� CONVERSATION CITY OF FO�i fANA • Job No. Oate /i3 Individual a.,1 ,s 4/.......e, �/1 Organization /G 90 !/3Zl��4f/ C l ��-Gi`/L4) , Phone No. log- 3.95 "'y4Jb Items iscussed �az%/GGC/_l 4` /,•t"/✓`6 56 ' If."41 'il�J ,4#t 0//J bar / ,e i d/'42ajie/6o , G/ao 4i27Z' /992 Sjz"r,'�z�r By Project 7.7st /t/7 <," oC+4•, V u�LLO'G2,r � - 7GK7�^�GG� Said- ! i CG�' , )ai ,,4-ov f #t14' 461--iflta / 1 4 ilQ1 I e ee,4 • i 41Ifti- II/6 ZOY$145 161, r ,yam �`/.., �� _ r Comments or Action Required cG 4' r` f' /-vp 3St-?nr)5 ,'91 CITY OF FONTANA PUBLIC WORKS DEPARTH. 8353 Sierra Avenue Fontana, CA 92335 LETTER OFSMITTAL File: Tamarind Litt Station No. 8 Date: July 7, 1993 Re: TO: Colton Joint Unified School District 1212 Valencia Drive Colton, CA 92334 ATTN: Greg Gage Gentlemen: We are sending you: 171 Attached 1_1 Under separate the following item: cover via I_I Drawings 1_I Prints 1_1 Plans 1_1 Samples 1_1 Specifications I_1 Copy of Letter 1_1 Change Order 1_1 Check Print(s) 1_1 Studies 1X 1 Other: Weekly Statement of Working Days COPIES DATE NO. DESCRIPTION Purpose: Please: X For your information/records 1_1 Submit original _ For approval (_1 Approved as submitted 1_1 Resubmit copies for _ For your use 1_1 Approved as noted approval. _ As requested 1_1 Returned for corrections 1_1 Submit copies for _ For review & comment 1_1 Other distribution _ I_I Return corrected prints , 19_ 1_1 Other Prints returned after loaned to: For bid due: Remarks: Enclosed are Weekly Statements of Working Days Reports 9. The City will start sending these reports to you weekly in the future. Copy to: Signeda,, jGG� Title:h*a.d' LETTER OF TRANSMITTAL CITY OF FONTANA CDD/ENGINEERING DIVISION 8353 SIERRA AVENUE FONTANA, CA. 92335 TO: File: Tamarind Lift Stat No 8 Date: July 12, 1993 Colton Joint Unified School District 1212 Valencia Drive Colton, CA 92334 ATTN: Greg Gage Gentlemen: We are sending you: (X) Attached ( ) Under seperate cover via the following item: ( ) Drawing ( ) Prints ( ) Plans ( ) Samples ( ) Specifications ( ) Copy of Letter ( ) Change Order ( ) Check Prints ( ) Studies (X) Other: Weekly" Statement of Working Days. COPIES DATE NO. DESCRIPTION Purpose: (X) For your information/records ( ) For approval ( ) Approved as submitted ( ) ( ( ) () () ( ) ( ) ( For your use Approved as noted As requested For, review and comment Returned for corrections Other For bid due: Please ( ) Submit orginal ( ) Resubmit copies for approval ( ) Submit copies for distribution ( ) Return corrected prints ( ) Other ,19 Prints returned after loaned to: Remarks: Enclosed are Weekly Statements of Working Days Report 10. The City will start sending these reports to you weekly in thje future. Copy to: Signed: LETTER OF TRANSMITTAL CITY OF FONTANA CDD/ENGINEERING DIVISION 8353 SIERRA AVENUE FONTANA, CA. 92335 TO: ATTN: Gentlemen: File: Tamarind Lift Stat No 8 Date: 6-22-93 Colton Joint Unified School District 1212 Valencia Drive Colton, CA 92334 Greg Gage We are sending you: (X) Attached ( ) Under seperate cover via the following item: ( ) Drawing ( ) Prints ( ) Plans ( ) Samples ( ) Specifications ( ) Copy of Letter ( ) Change Order ( ) Check Prints ( ) Studies (X) Other: Weekly- Statement of Working Days. COPIES DATE NO. DESCRIPTION Purpose: For your information/records For approval Approved as submitted For your use Approved as noted As requested For review and comment Returned for corrections Other For bid due: Please ( ) Submit orginal ( ) Resubmit copies for approval ( ) Submit copies for distribution ( ) Return corrected prints ( ) Other ,19 ( ) Prints returned after loaned to: Remarks: Enclosed are Weekly Statements of Working Days Reports $ . The City will start sending these reports to you weekly in the future. Copy to: Signed ideste. 'i CITY OF FONTANA • COMMUNITY DEVELOPMENT DEPARTMENT 8353 Sierra Avenue Fontana, CA 92335 • LETTER OF TRANSMITTAL File: .'/100/4U /16-.17A• • 8 /,, / 1 Date: 40-22-23 I�ULTON cu'i�/% L�/�/� �Gy RE: /I�tEKL (i-fT�1'lE/-iF./V% OF,(�/AeK/�1fj► TO: 1i44/.s . /2/2 a%t/h4 1kde (aro, , C,q 22324/ ATTN: ',4647 4A47Z: Gentlemen: We are sending you: IV/Attached 1_1 Under separate cover via the following item: 1_I Drawings 1=1 Prints I_1 Plans I_1 Samples 1_1 Jopy of [�etter 1_1 Change Order 1_1 Check Print(s) 1_I'Studies Other: /ale,/ y .SyATF1,9 7 ar j i4 /G c_ I_I Specifications COPIES ( DATE I NO. DESCRIPTION ur ose• For your informa ion/records For approval I Approved as submitted For your use I Approved as noted As requested I Returned for corrections For review & comment I I Other For bid due: , 19 Prints returned after loaned to: Remarks : GNeLO.W 4 k' L 401 77EGr Please: 1 Submit original I I Resubmit copies for approval. I 1 Submit copies for distribution I 1 Return corrected prints I I Other EAris OF A/6 PA Copy to: Signed. Title: c- • RECORD OF TELEPHON'iCOHYERSATION CITY OF FONTANA Date Individual Organization Job No. J. IL671 Tet o-t (LP ( act Free Ikea- 6/ t 5e.wui.. (i►�-- act- . /fl &M 6:14 44Q By Project Phone No. Items Discussed >04.6eif r.-e vi_et rn) e'1-3 '��/��-lil.� - 1�'�li%2 ,yet/4 A afti a .,evIe,e4 Ala Comments or Action Required BSI-P'106 2 ISO Organization Items Discussed . RECORD OF TELEPHON4CONVERSATION CITY OF FONTANA Date G //5/9_5 Individual .6i€4 7,24e4C-- (..--RA4 Phone No. ('1) 35- —//4Y Obe-S L 6// 7 22. , / 4 G ��� 4h dx . d,1_ ,ofw"4, Auce Job No. By teyieflo Project _ 7 74/1 `C , ( i 4 era_7 < l/ i,ei-e 4 Comments or Action Required BSI-Pl06 2SO CITY OF FONT COMMUNITY DEVEL . ENT DEPARTMENT 8353 Sierra Avenue Fontana, CA 92335 TO: // ,l)/O J 2( 7�' d� Li)(7 / P1 /k/ v/NCB ATTN: Gentlemen: We are sending you: 1_1 Attached 1_1 Under separate cover via the following item: 1_I Drawings 1_ Prints 1_I Plans 1_I Copy of Letter 1_1 Change Order I_I Other: *ETTER OF TRANSMITTAL File: Date: RE: 7 i7/ac'/,ci) LiFf TATioil AJ . -4 /L4,15- OPcc,5 1_I Samples I1-r Specifications 1_I Check Print(s) 1_1'Studies COPIES 1 DATE I NO. I DESJRI,PTION / i 122/o I 1 iv) 'IA,zi Ai t/Ir,5TA 7o,,tJ it/v.?) ,ro mac /r4Ac1s I I I 1 1 Purpose: 1 For your information/records 1 For approval 1 1 Approved as submitted i.iFor your use 1 1 Approved as noted 1 As requested 1 1 Returned for corrections 1 For review & comment 1 1 Other 1 For bid due: 19_ 1 Prints returned after loaned to: Please: I I Submit. original 1 1 Resubmit copies for approval. I Submit copies for distribution 1 I. Return corrected prints 1 1 Other Remarks : � `'/4� o,c 4(J T A,/ / CC%f)/ d'15: Li f72 Tccl Copy to: I /LE Sign Title: CITY OF FONTANA CALIFORNIA MEMORANDUM: TO• LINDA NUNN Deputy City Clerk FROM: JOHN RILEY Associate `Engineer/Special Projects DATE: April 20, 1993 SUBJECT: TAMARIND AVENUE FORCE MAIN AND SEWER LIFT STATION NO. 8 SB-48-93 ****************************************************************** 1. Enclosed for your records is one fully executed original Contract Document for th,e above referenced City project. 2. Also attached are the original thirteen (13) bid documents,and bid bonds submitted for this project which can now be released back to the respective bidders. If you have any further questions, please contact me at ext. 6644. attachments cc City Engineer Principal Civil Engineer/Special Projects Principal Civil Engineer/Capital Improvements CITY OF FONTANA CALIFORNIA MEMORANDUM TO: JOHN RILEY ASSOCIATE ENGINEER FROM: CLYDE E. SWEET, JR . , P . E . /rc.- 7 DEPUTY CITY ENGINEER/CITY TRAF IC ENGINEER SUBJECT: TAMARIND AVENUE SEWER FORCE MAIN, TRAFFIC CONTROL DATE: APRIL 12, 1993 The Traffic Control, signs and traffic control devices for the above mentioned project shall conform to the Caltrans Manual of Traffic Controls for Construction and Maintenance Work Zones, latest edition. A full Traffic Control Plan for this project is not required at this time. The following is a list of Traffic Control requirements for this project: 1. Tamarind Avenue and the intersection of Santa Ana and Tamarind Avenues shall remain open to normal flow of traffic with one 12' travel lane for each direction of traffic during non working hours. 2. A qualified flagman shall be in place at all times during any lane closures. 3. Notification shall be given to the emergency service agencies -- Police Department, Fire Department, Ambulance Company, Com Center, Colton School District and the affected property owners. 4. There can be no other construction or traffic control which conflict with this traffic control. 5. The contractor shall adhere to the Caltrans Manual of Traffic Controls for Construction and Maintenance Work Zones, latest edition. 6. A minimum 12' lane shall be maintained at all times during construction. cc: If there should be any change in the construction that might. affect the flow of traffic the contractor shall notify the City Engineering Inspector immediately. City Engineer Principal Engineer, F.M. Engineering Tech II, A.B. CITY OF FONTANA COMMlNNITY DEVELIIRENT DEPARTMENT 8353 Sierra Avenue Fontana, CA 92335 TO: IlAW i'I O M- , Ik C Gov IJt k f(1Ptf .&J,). f6. c,732o 01/41Tgl40,CA 'la4--410 ATTN: iAOG0 Gentlemen: We are sending you: 14'Attached 1_1 Under separate cover via the following item: OTTER OF TRANSMITTAL File: 4 1 %rl % )e- c MA1 J Poles '���'�/ � ►. r 1 . �� Date: A1'1'3 RE: 1_1 Drawings I,Prints 1_I Plans 1_1 Samples 1_1 Specifications 1_1 Copy of Letter 1_1 Change Order I_I Other: COPIES I_I Check Print(s) LI' Studies DATE I NO. „p f 5 2ti1 U I �((�� �Q�(,� Mal '{�( ES RI PT I ON 1 I I i I I I) A. I I Nurpose: 1 For your information/records 1 For approval 1 1 Approved as submitted ;,t' For your use 1 1 Approved as noted 1 As requested 1 1 Returned for corrections 1 For review & comment 1 1 Other 1 For bid due: , 19_ 1 Prints returned after loaned to: Rem Please: 1 Submit original 1 Resubmit copies for approval. 1 Submit copies for distribution I Return corrected prints 1 Other �u.dkD��ty or Wei�a.'Lti►o . (/i) AD��MS Copy to: (l Signed: Title: (`b 9)3S0 -66¢Z CITY OF FONT COMMUNITY DEMENT DEPARTMENT 8353 Sierra Avenue Fontana, CA 92335 TO: a, 4ti'((4 V 79!,fJc 4513(o (APPCLAre AE I 04pre25 , LG17)0,0 ATTN: /iI1� 4 4 S Gentlemen: We are sending you: the following item: 1_1 Drawings 0/Prints 1=1 Plans 1_1 Copy of Letter 1_1 Change Order I_I Other: File: Date: RE: 411/ETTER OF TRANSMITTAL -%deP j MAItJ FUK/ iAt IAP/IU 4q6 (Attached 1_1 Under separate cover via 1_1 Samples 1_1 Specifications I_I Check Print(s) (_('Studies COPIES I DATE 1 NO. I I DE CRI TION f T' I 122t0 I ww R MAr J fiLAr,b IOC✓ '%fiAk' 0) �1Ju I I I 1 I I I I 1 1 II I I Nurpose: 1 For your information/records 1 For approval 1 1 Approved as submitted ,1' For your use 1 1 Approved as noted 1 As requested 1 1 Returned for corrections 1 For review & comment 1 1 Other 1 For bid due: , 19_ 1 Prints returned after loaned to: Please: I I Submit original I I Resubmit copies for approval. ( 1 Submit copies for distribution I Return ' corrected prints 1 1 Other Remarks; attf-x.0A 2 v -1e9 Qf' 1IL E1 W 214 rTn o ';( Avg Copy to: Signed: Title: 4/ tAi-er CITY OF FONTANA Fontana, CA MEMORANDUM TO: DISTRIBUTION FROM: \AFELIPE MOLINOS, PRINCIPAL ENGINEER/CAPITAL IMPROVEMENTS SUBJECT: TAMARIND AVENUE SEWER LIFT STATION NO. 8 DATE: APRIL 9, 1993 Attached please find the submittal from Multi Construction, Inc. (Mr. Merle Johnson or Mr. Albert Ramirez, phone 714-283-3619). Please review the submittal and provide your written comments to me as soon as possible. If you have any questions, call me at extension 6641. FM: sh Enclosure Distribution: Dave Aldana, Electronics Technician Harold Garcelon, Hall & Foreman cc: Associate Engineer/Special Projects (JR) CITY OF FONTANA CALIFORNIA MEMORANDUM: TO: FILE FROM: JOHN RILEY ASSOCIATE ENGINEER/SPECIAL PROJECTS DATE: APRIL 1, 1993 SUBJECT: TAMARIND AVENUE LIFT STATION NO. 8 AND FORCE MAIN CONTRACT DOCUMENTS ****************************************************************** This memo to file is to document that on this date a meeting was held at 2:00 pm with the contractor (Multi -Construction) to discuss the contract documents. In attendance at this meeting were Mr. Al Ramariz (Multi -Construction), Principal Engineer of Capital Improvements and I. During my review of the contract documents I found that pages CA13- CA-18 were not completed as required. Therefore I returned all three sets of the contract documents to be totally executed and all insurance documents were to be submitted as well. It was also noticed that the insurance document submitted did not contain SLS as required by their cover letter to the City of Fontana for the Temporary Construction Easement and Right of Entry. This information was pointed out the contractors representative Mr. Ramariz pursuant to my transmittal letter to him. Also discussed was the use of cast iron fitting vs ductile iron. I stated to Mr. Ramariz that he needed to submit the appropriate specifications for staff review before the City of Fontana could make that decision at this time, as outlined in the contract documents. cc Principal Engineer/Capital Improvements File • STATE OF CALIFORNIA •� PETE WILSON, Governor STATE WATER RESOURCES CONTROL BOARD PAUL R. BONDERSON BUILDING 901 P STREET P.O. BOX 100 SACRAMENTO, CA 95812-0100 March 31, 1993 ROBERT W. WEDDLE,PE CITY OF FONTANA 8353 SIERRA AVENUE FONTANA CA 92335 RECEIPT OF YOUR NOTICE OF INTENT (916)657-1146 FAX: (916)657-2388 5 1993 4-7r/3 The State Water Resources Control Board (State Water Board) has received and processed your NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY. Accordingly, you are required to comply with the permit requirements. Your permit identification number is 8 36S302157. Please use this number in any future communications with the Regional Water Quality Control Board regarding this permit. SITE DESCRIPTION Owner: CITY OF FONTANA Developer: CITY OF FONTANA County: SAN BERNARDINO City: FONTANA Site Address: TAMARIND AVENUE Commencement Date: 04/01/93 Est. Completion Date: 06/30/93 When construction is complete or ownership has been transferred, dischargers are required to notify the State Water Resources Control Board that all State andlocal requirements have been met in accordance with Special Provision No. 7 of the general permit. If you do not notify the State Water Board that construction activity has been completed you will continue to be invoiced for the annual fee. If you have any questions regarding permit requirements, please call the Regional Water Quality Control Board at (909)782-4130 . Sincerely, Archie H. Matthews, Chief Regulatory Section Division of Water Quality CITY OF FONTANA CALIFORNIA MEMORANDUM: TO: GREGORY J. BUCKNELL P.E. PRINCIPAL ENGINEER/SPECIAL PROJECTS FROM: JOHN RILEY-'3-- ASSOCIATE ENGINEER/SPECIAL PROJECTS DATE: MARCH 31, 1993 SUBJECT: ANNEXATION 26A AND RESOLUTION REVIEW BY CITY ATTORNEY'S OFFICE ****************************************************************** Received phone call this date from Sonia Sharma (BB&K Ontario Office) who has been assigned to review the engineers report and resolution sent to BB&K by the City Engineer for their review. I faxed to her this date copies for her needs of the property owners consent to annex form letters prepared by Glen Sams of Real Vest, Inc.. Sonia stated that she is reviewing the documents and will discuss them with Steve hopefully April 1, 1993, but feels that we may not have to go through the public hearing process, since we have 100% approval by the property owners. The agenda item is tentatively scheduled for the May 4, 1993 agenda. We are also attempting to include for the May 4, 1993 agenda the authorization to bid. This would make it a clean package to take to City Council. Staff will keep you informed as to the status of this project and maintaining the time frames to meet for City Council actions. cc City Engineer Glen Sams, Arrowhead Development Group F A X COMMUNICATIONS FROM FAX NO. [909] 3 5 0 - 6618 PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: %V/,' K/- CITY OF CAL IFOR NIA LOCATION: .:"� <r 14 )4 / i 0 • FAX NUMBER: l% 5 --//G25— i I2�Cct LOCATION: `L1 01, ACCOUNT NO. PHONE:670/- -6& W TOTAL NUMBER OF PAGES: 6 DATE: _ 5 TIME: /(;10 (including cover sheet) MESSAGE: ,6/. 1, Si)read 1 L°l�v�l�tr/7�Gv� p/FJ% 4re?-re_ivtocuo FROM: O N T er-- L kg- wL cylef L 4� PHONE: ,Zl3 4-V; 4 CC: 1 A N A FAX CHARGE $3.00 1ST PAGE (EXCLUDING COVER SHEET) $ .50 THEREAFTER. PLEASE MAKE CHECK P BLE TO CITY OF FONTANA IN TH AMOUNT OF $ AND MAIL TO: CITY 0 ONTANA, P.O.BOX 8, FONTANA, CA. 92334 FROM: nam e company / firm NOTE: address phone no. SE RETURN THIS COVER SHEET WITH PAYMENT (ACC.NO.O10-0316-2300) JAN. 1992 SKY-- CITY OF FONTANA CALIFORNIA MEMORANDUM TO: CLIFF STEWART CENTRAL SERVICES MANAGER FROM: FELIPE MOLINOS, PRINCIPAL ENGINEER/CAPITAL IMPROVEMENTS '."` SUBJECT: SEWER FORCE MAIN FOR TAMARIND AVENUE AND SEWER LIFT STATION NO. 8 BID NO. SB-48-93 DATE: MARCH 5, 1993 Attached for your review and files are the bid packets for the three lowest bidders on the above reference project. Please verify the bonding sureties for each and let Engineering Division know of your findings. Also a bid summary is included for all bids received by the City. Assuming no problems with the bids, City Council will award this bid at the March 16th meeting. Your expeditious review would be appreciated. Please note the lowest bidder, Multi Construction Co. had the following discrepancy: a. Proposed Total Bid price should read $287,155.86 versus $287,097.00. If you should have any questions please call me at extension 6641. FM:sh Enclosures FAX COMMUNICATIONS FROM FAX NO. [909] CITY OF CALIFORNIA 350-6618 PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: �'� /� Z)4/L9 t d,57:. (-t//CE LOCATION: FAX NUMBER: 010442 ' PHONE: FROM: LOCATION: ACCOUNT NO. TOTAL NUMBER OF PAGES: g DATE: J (including cover sheet) MESSAGE: X/Oci;hi/7/ke-y-2-- PHONE: () .'0 '6‘ 47.--' TIME: /4 /c/T,6967a, - 1 N T A N A CC: FAX CHAR -4S: $3.00 1ST PAGE (EXCLUDING COVER SHEET) $1.50 THEREAFTER. PLEASE MAKE CHECK PAYABLE TO CITY OF FONTANA IN THE AMOUNT OF $ AND MAIL TO: CITY FONTANA, P.O.BOX 518, FONTANA, CA. 92334 FROM: name company / firm address phone no. NOTE: PLEASE RETURN THIS COVER SHEETWITH PAYMENT (ACC.N0.010-0316-2300) JAN. 1992 SKY-- LIST OF SUBCONTRACTORS BIDDER proposes to subcontract certain portions of the work as follows: lame Under Which Address of Subcontractor License Office, is Licensed No. Mill or Shop &0,1 ef4o- Percent Specific of Total Description of Contract Subcontract 41-iozkr. FAX COMMUNICATIONS FROM FAX NO. [909] 350- 6618 PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: % ! ®T &ill ,iinf%'/U LOCATION: FAX NUMBER: 2/, 107D1 PHONE: FROM: ,/i4l410�Ly LOCATION: ACCOUNT NO. p� TOTAL NUMBER OF PAGES: J DATE: (including cover sheet) MESSAGE: /C 0/XG7 / Q PHONE: ''TIME: CITY OF CAL IFOR NIA 1 O N T A N A CC: FAX CHARGE IS: $3.00 1ST PAGE (EXCLUDING COVER SHEET) $1.50 THEREAFTER. PLEASE MAKE CHECK PAYABLE TO CITY OF FONTANA IN THE AMOUNT OF $ AND MAIL TO: CITY OF FONTANA, P.O.BOX 518, FONTANA, CA. 92334 FROM: name company / firm address phone no. NOTE: PLEASE RETURN THIS COVER SHEET WITH PAYMENT (ACC.N0.01O-0316-2300) JAN. 1992 SKY-- State of California jai State Water Resources Control Board 111, NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WO Order No. 92-08-DWQ ) MARK ONLY ONE ITEM Ongoing Construction 3. ❑ Change of Information New Construction WDlD I. OWNER .CITY 1 1 1 1 1 Ei I 11 DIVA INpi t3�IS�ERRA AVENI1E 1 1 1 1 1 1 1 1 1 1 II City FO INTIM Al 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I l I I 1 l 1 I I I I 1 1 1 II. CONSTRUCTION SITE INFORMATION A. Developer ICTTIY IOF .1F9N1T111NIA 1 I I Local Mailing Address I I 1 1 1 1 1 1 State I Zip CA 9 3135 I I -I I 1 I91O-tq -3Or716131 I I L I ContacttPersonal �,7 F D RP/4E1V; 1' 9 'rEPPLP I t •IEt I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18 5r3 IStTF1RIZAt 1 vgriU 1 1 milli! 1 I 1 1 1 1 City F9N I'1 N{i I I I I t l 11 I I I I l l l l ICt� I91R335 B. Site Address or IT`114AriIINDi 4VgNUP 1 t 1 I 1 1 1 1 1( 1 1 F9NnNi'• I I I t I I I 1 I I I I t 'Li I I C. Is the construction site part of a larger common plan of development or sale ? (1 Yes ❑ No 1 1 1 1 1 Title IjT� tE INGtIE1E� I I 1 I I I I I 1 I Phone Contact Person RIO$EIRT W .t WEIDDL E) P .tE L 1, 1 1 Title CII TYl I I .L 1 1 1 1 1 I State Zip Phone 9 9991 i-135Or71fi; 31 1 I I County S�N pgR AIRpI►NQ 1 I State Zip Phone CIA 9?313 I I —I If yes, name of plan or development R>�1'IHI a. HtnU RtE 47RI. 1 HII(PHI $CiQO1+ ill 1 1 1 1 t 1 I 9109 1-13501 I-17i1 t3 I I MMDDYY D. Construction commencement date 0401913 1 1 1 _I III. BILLING ADDRESS Send to: I OWNER ❑ DEVELOPER 0 OTHER (Enter information at right) Name 1 I I I 1 Mailing Address tit 1 t' 1 1 _1 1 1 1 1 1 1 I MMODYY E. Projected construction completion date 06310931 I I I I I l I 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 t 1 1 1 I I I 1 1 I 1 I l l l I I I City State Zp I i 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 I 1 I 1 1 1-1 1.1 IV. RECEIVING WATER INFORMATION A. Does your construction site's storm water discharge to: (Check one) 1. ( Storm drain system - Enter system owners name IS�NI $E#2I�A�I�Il)iOt gOpNTX 1 1 2. ❑ Directly to waters of U.S. (e.g., river, lake, creek ocean) 3. ❑ Indirectly to waters of U.S. B. Name of closest receiving water tp4O174CIT to 1REtA 1314 I I t STATE USE ONLY WDID. <...... ... I. 1 I 1' NPDES Permit Nilmfser urn ortat.:Board: .1 ice• 11 1 1 1 1 1 1 ;mount Odell! I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 e NOi Recelvi NOI 8.20S. V. TYPE OF CONSTRUCTION (CheelI that apply) 1.❑ Residential 6. ® Utility 2. ❑ Commercial 3. ❑ Industrial 4. ❑ Reconstruction 5. ❑ Transportation 99. ❑ Other (Please List). IS IE1R IL4F1T ISIT4TiiQN1 8y TI'OIRoEMA.IN 1 1 1 1 1 1 1 1 1 1 1 VI. MATERIAL HANDLING/MANAGEMENT PRACTICES A. Types of materials that will be handled and/or stored at the site: (Check all that apply) 1.0 Solvents 2.'•Metal 3.0 Petroleum Products 4.0 Plated Products 5.1 Asphalt/Concrete 6.0 Hazardous Substances 7.0 Paints 8.0 Wood Treated Products 99. ❑ Other (Please list) I1 I I 1 1 1 1 1 1 1 L 1 I 1 1 1 1 1 I 1 l I t 1 1 I I 1 I l B. Identify proposed management practices to reduce pollutants in storm water discharges: (Check all that apply) 1. 0 Oil/Water Separator 2. a Erosion Controls 3. ❑ Sedimentation Controls 4. ❑ Overhead Coverage 5.0 Detention/Desiltation Pond 99. ❑ Other (Please list) J 1 1 11. I I l l I I 1 I I I l l 1 1 I 1 1.1 1 1 1 I 1 1 1 1 VII. SITE INFORMATION A. Total size of construction site: 0.5 VIII. REGULATORY STATUS B. Percent of site impervious: (Including ,rooftops) Before construction 0 96 After construction _ 5 0 Is the site subject to a locally approved erosion/sediment control plan ? E.11 Yes ❑ No If yes, name of local agency 1C]TI( IDT " CN I'1 LN� 1 I 1 I 1 1 I I 1 I l l _I 11 1 I I I' I IX. CERTIFICATION I certify under penalty of law that this document and all attachments wereprepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those ,persons directly responsible for gathering the information, the information submitted is, .to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. In addition, I certify that the provisions of the permit, including the development and implementation of a Storm Water Pollution Prevention Plan and a Monitoring Program Plan, will be complied with. Printed Name: ROBERT W. WEDDLE, P.E. Signature: CITY ENGINEER Tide: Date: NOI•2 &2692 i City of Fontana CALIFORNIA January 27, 1993 Mr. Clayton Cabrinha Engineering Department City of Rialto 150 S. Palm Avenue Rialto, CA 92376 RE: Tamarind Avenue Sewer Lift Station No. 8 and Force Main to Santa Ana Avenue Project Metering Manhole Dear Mr. Cabrinha: Attached please find: 1. A reduced portion of the preliminary design plan showing the location (plan and profile views) for the proposed metering manhole. 2. Extracts from the Instruction Manual for Flow Metering by ISCO, Inc., Nebraska, Model 3210. Per internal communication with Fontana's Environmental Section, and based on past experience, this is the type of flow monitor they recommend to install at the manhole. If you concur with the specification of this equipment for this project please sign below in the space provided. In order to meet the project deadline, advertisements for bids is scheduled for February 4, 1993. 8353 SIERRA AVENUE (P.O. 80X 618) • FONTANA, CALIFORNIA 92334-0518 • (714) 350-7800 SISTER CITY - KAMLOOPS, B.C. CANADA • Mr. Clayton Cabrinha January 27, 1993 Page Two Your continued help on this project is greatly appreciated. If you have any questions or need additional information, please call the undersigned at 909-350-6641. Sincerely, COMMUNITY DEVELOPMENT DEPARTMENT Engineering Division Felipe Molinos, P.E. Principal Civil Engineer/Capital Improvements FM:sh Enclosures cc: City Engineer (w/o enclosures) Environmental Control Supervisor (CA) Harold Garcelon, Hall & Foreman - Ontario (w/o enclosures) ACCEPTANCE BY CITY OF RIALTO: Signature Date Printed Name and Title I I ivv-4,Ad 6 dZe (7zikr 5 3-. Loo FAX CITY 0 CAL IFOR NIA COMMUNICATIONS FROM FAX NO. [714] 3 5 0 - 6618 PLEASE DELIVER - THE FOLLOWING PAGES TO: NAME: fir" / �vci L LOCATION: C. I � FAX NUMBER: Ei—� 5 PHONE: 35 —ZeTh 0 FROM: LOCATION: , ACCOUNT NO. PHONE: .5ZJ 6,/-1 TOTAL NUMBER OF PAGES: DATE: ((3 3 TIME: ON-7 (including cover sheet) MESSAGE: /' dtiv tee / t v r Puy 444-- I - (w . 3- (( 'l c\- (44eb) O N T A N A un CC: FAX CHARGE IS: $3.00 1ST PAGE (EXCLUDING COVER SHEET) $1.50 THEREAFTER. PLEASE MAKE CHECK PAYABLE TO CITY OF FONTANA IN THE AMOUNT OF $ AND MAIL TO: CITY OF FONTANA, P.O.BOX 518, FONTANA, CA. 92334 FROM: name company / firm address phone no. NOTE: PLEASE RETURN THIS COVER SHEET WITH PAYMENT (ACC.N0.010-0316-2300) JAN. 1992 SKY-- ALHAMBRA FOUIQDRY FRAME & COVER NO. A-1471 OR APPROVED EQUAL IN UNPAVED AREA MH TO BE 6" ABOVE GROUND WITH 12" WIDE CONCRETE COLLAR PAVING SURFACE UPSTREAM N NOTES 1. Concrete base and shelf shall be poured in one operation. 2. Reinforced precast units shall be per A.S.T.M.C-478 specifications. 3. There shall be no bends or changes in the slope or diameter of the sewerline for a minimum of 2 feet upstream and downstream of the monitoring vault and the diameter shall be the same as the downstream 4. The vault shelf must be poured around the existing sewerline without lateral. any changes in the slope of the line. 5. Precast vaults and the base for all vaults shall be Class 560-C-3250 P.C.C., per Standard Specifications for Public Works Construction, latest edition. 6. Maximum depth shall be 47 inches. 7. Water -stops required at vault walls for P.V.C. pipe. 8.,Cement mortar or approved joint sealing compound not more than 3/8 inches thick between precast concrete wall sections. APPROVED, G� Y ENGIN DATE I REVISIO `'egefl CITY OF CHINO PUBLIC WORKS DEPARTMENT STANDARD DRAWING No. DATE BY MONITORING VAULT 530B FAX COMMUNICATIONS FROM FAX NO. [714] 3 5 0 - 6618 PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: j// LOCATION: q �z- % u Z4V7V-4Z, FAX NUMBER: /4 / -7-5 / Q PHONE: 9'41/--3S7O FROM: LOCATION:C .may ACCOUNT NO. PHONE: _6,6,(4r/ TOTAL NUMBER OF PAGES: .3 DATE: // '#'3 TIME: (including cover sheet) MESSAGE: Ce'f-,% c-544 ZZ,f2) 444_, CITY O CAL IFOR NIA 30 0 N T A N FAX CHARGE IS: $3.00 1ST PAGE (EXCLUDING COVER SHEET) $1.50 THEREAFTER. PLEASE MAKE CHECK PAYABLE TO CITY OF FONTANA IN THE AMOUNT OF $ AND MAIL TO: CITY OF FONTANA, P.O.BOX 518, FONTANA, CA. 92334. FROM: name company / firm address phone no. NOTE: PLEASE RETURN THIS COVER SHEET WITH PAYMENT (ACC.N0.010-0316-2300) JAN. 1992 SKY-- ALHAMBRA FOUJDRY FRAME & COVER NO. A-1471 OR APPROVED EQUAL OO.' :tO H miniampr24" SECTION A -A IN UNPAVED AREA MH TO BE 6" ABOVE GROUND WITH 12" WIDE CONCRETE COLLAR PAVING SURFACE N •- NO N, MZ H as A A NOTES 1. Concrete base and shelf shall be poured in one operation. 2. Reinforced precast units shall be per A.S.T.M.C-478 specifications. 3. There shall be no bends or changes in the slope or diameter of the sewerline for a minimum of 2 feet upstream and downstream of the monitoring vault and the diameter shall be the same as the downstream 4. The vault shelf must be poured around the existing sewerline without lateral. any changes in the slope of the line. 5. Precast vaults and the base for all vaults shall be Class 560-C-3250 P.C.C., per Standard Specifications for Public Works Construction, latest edition. 6. Maximum depth shall be 47 inches. 7. Water -stops required at vault walls for P.V.C. pipe. 8.,Cement mortar or approved joint sealing compound not more than 3/8 inches thick between precast concrete wall sections. CITY OF CHINO PUBLIC WORKS DEPARTMENT STANDARD DRAWING No. APPROVED DATE Y ENGIN REVISIO DATE BY MONITORING VAULT 530E s City of Fontana CALIFORNIA January 12, 1993 Engineering Department City of Rialto 150 S. Palm Avenue Rialto, CA 92376 Attention: Mr. Clayton Cabrinha RE: Tamarind Avenue Sewer Lift Station No. 8 and Force Main to Santa Ana Avenue Project Dear Mr. Cabrinha: Enclosed please find: 1. The revised Southeast Fontana Sewer Drainage Report for the area south of Santa Ana Avenue, prepared by Hall & Foreman, (Mr. Harold Garcelon, phone 909- 941-3570) last revision on December 18, 1992. 2. An information package transmitted to this office showing cost comparisons for a dry pit station, a factory built station, and a submersible pumps and motors station. This last type has been chosen for this project and is under accelerated design for meeting deadlines. 3. A set of incomplete draft plans for the project, as of January 11, 1993. The following information is requested from your office: A. Review of drainage report and concurrence with sewer boundaries, flow estimates, and design data. B. Review of cost estimates and percentages for cost sharing. C. Review of location of metering manhole on Santa Ana Avenue and metering equipment characteristics and installation data for transmittal to the designer. D. Any other information that your office considers necessary for the successful and timely construction/operation of this project. 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334-0518 • (714) 350-7800 SISTER CITY- KAMLOOPS, B.C. CANADA Mr. Clayton Cabrinha January 12, 1993 Page Two In order to meet the project deadline, advertisement for bids is scheduled for February 4, 1993. Your help in this project is greatly appreciated. If you have any questions, or need additional information, please call the undersigned at 909- 350-6641. Sincerely, COMMUNITY DEVELOPMENT DEPARTMENT Engineering Division Felipe Molinos, P.E. Principal Civil Engineer/Capital Improvements FM:sh Enclosures cc: City Engineer (W/O Enclosures) Harold Garcelon, Hall & Foreman - Ontario (W/O Enclosures) FAX COMMUNICATIONS CITY 0 F CAL IFOR NIA FROM FAX NO. [714] 3 5 0 - 6618 PLEASE DELIVER THE FOLLOWING PAGES TO:. NAME: -i 0 E-1 N 0O6y 0 LOCATION: 44 +PI FAX NUMBER: S� / PHONE: FROM: cJ 2 l‘et LOCATION: Cn d i n eer` r\c ACCOUNT NO. PHONE: S SCE —i i€ /e/ TOTAL NUMBER OF PAGES: 2 DATE: 1�� TIME: ///. �, (including cover sheet) MESSAGE: /7e- A';44v i, 414AA44 5/0 2ienitid CC: 0 N T A N A FAX CHARGE IS: $3.00 1ST PAGE (EXCLUDING COVER SHEET) $1.50 THEREAFTER. PLEASE MAKE CHECK PAYABLE TO CITY OF FONTANA IN THE AMOUNT OF $ AND MAIL TO: CITY OF FONTANA, P.O.BOX 518, FONTANA, CA. 92334 FROM: name company / firm address phone no. NOTE: PLEASE RETURN THIS COVER SHEET WITH PAYMENT (ACC.N0.010-0316-2300) JAN. 1992 SKY-- • eYJG 0V-4.e//t -6m/4g/fly', ,f;. 3500 SEPULVEDA BOULEVARD Box 10010 MANHATTAN BEACH. CALIFORNIA 90266-8510. 310/346-4520• FAX 545-8438 Mr. Greg Bucknell CFD Coordinator City of Fontana 8353 Sierra Avenue Fontana, CA 92335 RE: Dear Greg: CFD 90-3 October 28, 1992 ( /..IO2-0 Attached is a copy of the PSSA request from Hall & Foreman (H & F Job #4013-071) for the completion of the design and construction documents for the sewer lift station on Tamarind Avenue within the boundaries of our Empire Center project. I would like to receive your acknowledgement by your signature below that; 1) The cost of this work will be paid by CFD 90-3. 2) CFD 90-3 will process payments directly to Hall and Foreman as this work is performed: 3) By authorizing these funds to be withdrawn from the CFD Construction Fund, repayment to the Alexander Haagen Company for approved design work will not be adversely impacted. Upon receipt of your acknowledgement, I will process this PSSA. Sincerely, THE ALEXANDER HAAGEN COMPANY, INC. tp Fa-o-h Christopher Fahey CF/bd Attachment Copy to Eric Helstrom Glen Sams, w/attachment By: ACKNOWLEDGED: Date: //�C��' -� City of Fontana C ALIF ORNIA January 5, 1993 Mr. Herbert R. Fischer, Ph.D. Superintendent Colton Joint Unified School District 1212 Valencia Drive Colton, CA 92324-1798 RE: Ruth O. Harris Junior High School Sewer and Storm Drain Improvements. Dear Mr. Fischer: This is to follow up on our discussions at the December 11, 1992 meeting with our technical managers with respect to providing sewer and drainage infrastructure for the Ruth 0. Harris Junior High School project. Commensurate with these discussions, your school facilities coordinator, Mr. Greg G. Gage, has been invited to attend City/consultant staff coordination meetings for the Tamarind Avenue sewer lift station. The next meeting is scheduled for Wednesday, January 6, 1993. To expedite the infrastructure program, the City has assembled a team of staff members to expedite the design/construction of sewer and storm drain facilities. As discussed, due to the high cost of an interim sewer pump station (which was the previously recommended solution for for providing sewer service to the school), the staff has redirected their efforts to completing the design of the master planned Tamarind Avenue Sewer Lift Station to be located just south of the school site. The station design also has to meet the approval of the City of Rialto who will ultimately share the facilities construction, operation and maintenance costs. The City's design engineer, Hall & Foreman, Inc., has completed three design cost options. What staff refers to as Alternate C (submersible pump station) has been authorized for final contract document preparation. While a precise schedule has not been developed, this alternative in conjunction with the City pre -purchasing some long lead equipment items, should be out to bid in February with construction starting in April and being completed in late June 1993. 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334-0518 • (714) 350.7800 SISTER CITY — KAMLOOPS, B.C. CANADA Mr. Herbert Fischer, Ph.D. Page Two Barring any unforeseen circumstances/problems occurring, staff sees no reason that. sewer services could not be made available by August 1993, even if local truck sewerage pumping had to be implemented as was done for a short period of time for the nearby Empire Center - Palm Court Development (Target and IKEA). City Community Development and Redevelopment staff are also working on the legal issues for resolving the drainage issues and the need to persuade the County to take responsibility for this item. Your staff undoubtedly will be attending upcoming meetings with County and City staff to reconcile this issue. In closing, City staff is diligently working on resolving these issues and will keep your staff posted as work progresses. Should you or yourstaff have any questions, please have them contact the City Engineer, Robert Weddle, who, with his staff, is coordinating the design activities; or the Redevelopment and Housing Manager, Don Gee, who, with his staff, is coordinating the legal research and the Ten -Ninety, Ltd. work. These staff members can be reached at 909-350-7613 and 909-350-7684, respectively. Sincere) , Jay M Corey City ; nager JMC:sh cc: Community Development Director Redevelopment/Housing Director City Engineer Redevelopment/Housing Manager Senior Planner (KA) Ten -Ninety, Ltd. LAW OFFICES OF 3EST, @'EST & KRIECER k )9_1)(W (10/ PRIVILEGED 4AND "'CONFIDENTIAL MEMORANDUM December 17, 1992 TO: Don Gee, Redevelopment Manager FROM: Agency Counsel RE: Ruth O. Harris Junior High School Storm Drain You requested that the Agency Counsel answer a series of questions concerning the Ruth O. Harris Junior High School storm drain issues. Those questions are set forth below with the answers. Question 1: What if any, are the City/Agency's obligations with respect to the storm drain infrastructure? Answer: Ten -Ninety, Ltd. has the primary responsibility to build the storm drain infrastructure for Ruth O. Harris Junior High. The Junior High is located in the City of Bloomington and is outside both the City's sphere of influence and the City's Master Storm Drainage Plan. However, if Ten -Ninety, Ltd. fails to build the Junior High's storm drain infrastructure the City is secondarily responsible to follow through and build such infrastructure. Question 2: Is the City/Agency obligated to lease the detention basin site from Mr. Bucannan? If not, who is? Answer: Ten -Ninety, Ltd. is responsible to provide and build the temporary or permanent storm drainage facilities for the Junior High. If Colton Joint Unified School District ("CJUSD") reasonably states that the lease of this detention basin site is "necessary" for the Junior High drainage then Ten -Ninety, Ltd. must lease the site. However, Ten -Ninety, Ltd. may seek reimbursement from the City/Agency for up to 50 percent of the costs. RJN22872 LAW OFFICES OF BEST, BEST & KRIEGER Ouestion 3: Is the City/Agency obligated to maintain the detention basin? If not who is? Answer: No. The City/Agency is not obligated to maintain the detention basin. Ten -Ninety Ltd. is responsible for any maintenance necessary to keep this temporary drainage facility functioning until the permanent drainage infrastructure facilities are provided. It should perform the necessary maintenance and then bill the City/Agency for 50 percent of the costs. Question 4: With respect to the acquisition of the easement of the east side of Alder, who should be the lead agency? What agencies should be parties to any action? Answer: CJUSD should be thelead agency in any condemnation action (Ten -Ninety, Ltd. should pay for the costs of such legal action). CJUSD assumed the duty to act as the Agency for condemning the Junior High site in the 1989 Agreement which states: "If required, CJUSD shall acquire said suitable site [for the junior high school] by exercising its power of eminent domain. In such a case Ten -Ninety shall advance to CJUSD such funds as are reasonably required to accomplish any such condemnation...(Section 4(a) page 15)" Neither the City or the Agency would have the power to act as lead agencyin any condemnation action to acquire property outside the City limits under these circumstances unless: 1. The City/Agency enters into a contract in which it is granted the authority to act on behalf of CJUSD (i.e. a reimbursement agreement). 2. `The City/Agency enters into a JPA with CJUSD and exercises CJUSD's power through this JPA. RJN22872 LAW OFFICES OF BEST, BEST & KRII.R RJN22872 Question 5: Is the City/Agency obligated to maintain this channel and easement. If not, who is? Answer: Ten -Ninety, Ltd. should explore that with the County or the City of Bloomington (whichever agency has storm drainage jurisdiction over the site). Neither the 1981 nor 1989 contract assigns any long-term maintenance duties for storm drainage improvements at the Junior High site. Ouestion 6: If the City/Agency should choose to either lease and/or maintain the detention basin and channel, what is the potential liability, particularly for downstream run-off into the natural sump area which is on property owned by others? What is the City/Agency's responsibility for filling in the detention basin when the ultimate storm drain facilities are constructed? Answer: The act of retaining water on property has traditionally been classified as an "ultra -hazardous activity" for which a responsible party has strict liability for any damage done by the escape of the water. Under this theory of liability, it would not be necessary for the City to be actively negligent in order to be held responsible for any damage caused by the escape of the water. The City has no responsibility to fill in the detention basin. Ten -Ninety, Ltd. must do that. This issue should arise only if Ten -Ninety, Ltd. fails to undertake its duties to CJUSD. Question 7: What are the ramifications if the storm drain facilities are not completed at the time the school is ready for occupancy? Answer: The 1989 Agreement states that the "junior high school shall be ready for occupancy eighteen months after the issuance of the 701st building permit as described in Section-4 herein, and said occupancy date is scheduled to be August 15, 1991 (Section 2 - page 3)." If the 701st building permit was -3- LAW UFFIC.S or BEST, BEST at KRIEleR • RJN22872 issued 18 months or longer ago, then Ten -Ninety, Ltd. and the City/Agency are in breach of their agreement with CJUSD. However, the City/Agency would not be in breach of its agreements with Ten -Ninety, Ltd. Ten -Ninety, Ltd. would be in breach of its agreement with the City/Agency. Ouestion 8: What off -site infrastructure improvements is the Agency obligated to build for Colton U.S.D.? Answer: In 1981, the City/Agency agreed to build the junior high school. In 1989 Ten -Ninety, Ltd. agreed to assume the City/Agency's acquisition and construction duties (with the City/Agency secondarily responsible). The 1981 Agreement between Colton Joint Unified School District ("CJUSD"), the Agency, the City and Creative Communities, Inc. ("1981 Agreement") states that: "the Agency shall provide the land ..., buildings ..., and facilities. The buildings and facilities mentioned herein shall be deemed to include administrative facilities, and ... junior high facilities with necessary landscaping, sprinklers., furnishings, furniture and equipment, air conditioning and heating, and other attendant facilities and structures as deemed necessary by the District whether permanent or temporary, and whether located within or outside the Project Area (1981 Agreement, Section 6 - emphasis added)." Therefore, this vague language indicates the Agency obligated itself to build whatever infrastructure improvements CJUSD "deemed necessary." Such uncomfortably broad obligations would presumably be somewhat limited by a duty of reasonableness. However, the language is extremely and uncomfortably broad. The Agency's obligations concerning the acquisition of school sites and/or the construction of school facilities were assumed by Ten -Ninety, Ltd. in the 1989 Agreement between CJUSD, Ten -Ninety, Ltd, and the City and Agency ("1989 Agreement") . The City and Agency agree they will perform Ten- -4- • LAW OFFICES OF ink BEST, BEST & KRIEMPli • RJN22872 Ninety, Ltd.'s duties if it fails to perform its obligations (1989 Agreement, Section 21). Question 9: What does the Facilitation Agreement have to say about this issue? Answer: Section lla.(2)(b) of the Facilitation Agreement (page 24) reaffirms the agreements with CJUSD. It states that Ten - Ninety, Ltd. must build the storm drainage improvements, but that the City must reimburse Ten -Ninety, Ltd. for fifty percent of the costs (from the Storm Drainage Fund if possible). The relevant provisions read as follows: Participating Owner shall design and seek approval of plans for the regional storm drain and sewer facilities through the Junior High School Site, including the improvements in that certain agreement between Participating. Owner and CJUSD dated February 21. 1989. Upon approval of such plans, Participating Owner shall construct the regional storm drain and sewer facilities through the Junior High School Site, including the portion thereof under Tamarind Avenue, in accordance. with said plans. The cost of the foregoing shall be apportioned and paid between Participating Owner and City as provided in Section lib.(2)(a) below, the funds therefor to be paid from the Storm Drain Fund if possible and, if not, from other sources (emphasis added)." Section lib.(2)(a) (page 27) reads: "The City shall reimburse Participating Owner for fifty percent (50%) of all costs of the design and construction of the regional storm drain and sewer facilities described in Section ila.(2)(b) hereof incurred by Participating Owner, such payment to be made thirty (30) days after the -5- LAW OFFICES OF BEST, BEST & KRIE R • Date of Finality of the Validation Judgment or presentation of invoices therefore by Participating Owner to the City whichever is later. Such reimbursement shall be in addition to any other payment required under this Agreement or under any other agreement between or among the parties' thereto. Participating Owner shall bear the responsibility for the remaining fifty percent (50%) of said costs. Question 10: What does Amendment No. 3 have to say about this issue? Answer: Section 2 confirms the 1981 Agreement and the 1989 Agreement with CJUSD. Section 2 likewise affirms the obligations outlined under Section 11 of the Facilitation Agreement (text of Section 11 set forth in the answer to Question 4). RACHELLE J. NICOLLE STEPHEN P. DEITSCH RJN:ep cc: Jay M. Corey, City Manager Greg Hulsizer, Community Development Director Greg Devereaux, Director of Redevelopment and Housing RJN22872 -6 • RECORD OF THEM. CONVERSATION CITY OF FONTANA Date /2. //4 /92 Individual ..--//2_1=_:;'_'(; Job No. By iA 41-71-112-1<-. Project /2i/7A 401, 4' 1-41--ci A , (,/-1-6o 1 Organization 10 Z—TONI 301 Kry 5. . Phone No. c4-7& -4 /I 1- Items Discussed ••••7r: I( A. LA(RL t"P' e_J-7-, /4 /a r) fiA 774A-- -7 A ki trt,.."1/ -sot.• .77jS • cgvuuc..._ -,t),_„--T. AlAJ t\-7 10 (fp kl)f\A • -7,-0 7 14_ it r\--1 Comments or Action Required BSI-P006 2/80 • /////i/V, Lam' 4 -L9 12 v.L4 cfl GC9'vt ec f.M` Q / fir V ✓� \ 't C i 6 u 4 V V `V (91z), .. 4-4-.dit, �t'J 4 B. 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A M`.Ic:.. ►M 1 Vic. gerifirvofgw C�-HP ,o"A"r / r VorA 3 !/_ 1:fre /to /i de Ng (-474 Job 140 k !< /44 -3s?o r CITY OF FONTANA CALIFORNIA TO: BOB MEDDLE, CITY ENGINEER FROM: RAYMOID BRAGG, EMPIRE CENTER PROJECT MANAGER DATE: OCTOBER 23, 1992 SUBJECT: TAMARIND AVENUE LIFT STATION At a meeting regarding the Tamarind Avenue Lift Station that will be built in the parkway across the street from the Ruth O'Harris Junior High School, you asked if the lift station would project in to the Sears property. I have reviewed the preliminary plans prepared by Hall & Foreman. As currently designed the lift station structure is entirely within the parkway. However, a slope bank would extend 12-13 feet into the Sears property (see attached Site Plan). This projection limits the use of this portion of the Sears property. I would recommend that Hall & Foreman be instructed to re -design the lift station so_as to eliminate the permanent impact on the Sears property. RB:np cc: Principal Civil Engineer (Bucknell) Principal Civil Engineer winos) Senior Planner (Anderson) Associate Civil Engineer (Riley) Attachment -7-74iet (4 4 ) N • IL] I Ai A 9f.gt, 8 • Z 00.0=S I cc Lz 2 z 2 4c, • (4(1..44 cc./ e rie I /‘, 7 S CITY OF FONTANA California MEMORANDUM TO: FILE FROM: ROBERT MEDDLE, CITY ENGINEER RE: RUTH O'HARRIS JUNIOR HIGH SCHOOL UNICORPORATED AREA WITHIN RIALTO SPHERE OF INFLUENCE PROVISION OF OFF -SITE SEWER AND DRAINAGE FACILITIES COUNTY MEETING DATE: OCTOBER 28, 1992. Attached is the attendance list and Agenda for the October 19, 1992 meeting. BASIC FACTS: The centerline of Tamarind Avenue is the Fontana city limit and easterly line of the Sphere of Influence for the area north of Jurupa Avenue The School, detention basin and downstream channel are in unincorporated County area within the City. of Rialto Sphere of Influence Drainage: some areas south of Jurupa, Tamarind Avenue, the school and downstream channel, drain east through County Drainage Area 3-4. The Empire Center, with a small exception, is in a different drainage area and drains to the southwest. The actual construction of detention (constructed) onsite school system (constructed) and downstream channel are Ten -Ninety's responsibility. Sewer: The onsite school system connects to an east to west main (constructed: Alder Avenue to Tamarind Avenue through school property). The pump station to be built in Tamarind Avenue will lift to Santa Ana Avenue, at present, only school flows. In the future, it will serve some county areas east of Tamarind Avenue, the southeast portion of Empire Center, Southpark development and smaller Fontana areas south of Jurupa Avenue. MEETING SUMMARY: 1. Drainage - Onsite facilities are in place. 1.1 Tamarind Avenue. The lateral that was installed to the west side of the street for pickup of City flows does not have a temporary inlet. Ten -Ninety should route plans through the City for approval and permits prior to constructing the inlet. Ruth O'Harris Notes October 28, 1992 Page Two • • 1.2 Detention Basin. Mr. Earl Buchanan, owner of the property on which the detention basin is constructed, has filed with the County Tentative Parcel Map 13515. The detention basin (parcel 2 of said map) has a 20 foot wide access easement to Tamarind Avenue through Parcel 1. The detention, basin and corresponding drainage easement are a condition of approval of said Parcel Map. The basin was constructed on Mr. Buchanan's property with only a verbal understanding (through Ten Ninety's Mr. Wes Hylen) that a $6000/year lease would later be signed between the owner and the appropriate agency. The County has presented Mr. Buchanan with an Agreement that requires the owner to dedicate to the County an easement (see Exhibit 1, page 6). Mr. Buchanan has objected to the "dedication" wording, as he prefers a lease agreement with preferably Fontana's RDA (see Exhibit 2, page 9). If RDA agrees to a lease agreement and after the lease agreement is signed, and RDA gives a non-exclusive right of way (*) to the County, the Parcel Map will be permitted to be recorded. At an undetermined future date, when comprehensive storm drain facilities are installed downstream, RDA would regrade and fill the basin and terminate the lease and non-exclusive right of way. Neither the County nor Colton Unified School District will maintain the detention basin and main through the school. * Appropriate language for the specific use to be defined later. 1.3 Offsite downstream facilities at Alder Avenue and east of Alder Avenue (see Exhibit 3, pages 9-12) To date, the underground drain system through the school (i.e. ultimate main and "temporary" by-pass connection to,detention basin and outflow pipe), terminates at the west side of, Alder Avenue, five feet underground, connected to a catch basin. To naturally dewater the underground pipe system and detention. basin, it will 'be necessary to extend downstream a pipe under Alder Avenue and a channel through a private property to a point where natural runoff has historically flowed. A +/- 615 feet by 30 feet drainage easement to the County will need to be obtained for constructing the channel. Although the County has, for this purpose, a drainage easement in the property, in a different alignment, it allowed a private residence to encroach on it, with the end result that the existing easement cannot be used. The storm drain easement through the school and the easement for the channel will be dedicated to the County, but the drainage facilities on them will not comply with the minimum flow (750 c.f.s.) and drainage area (500 acres) criteria established by the San Bernardino County Flood Control District to be accepted for their maintenance. The County Department of Transportation does not maintain facilities on easements through private properties. It was expressed by the County and Colton Unified School District that the City/Agency will need to be responsible for this maintenance. Ruth O'Harris Notes October 28, 1992 Page Three The City will need to acquire the easement (in conjunction with Colton Unified School District) if eminent domain is needed. Mr. Chuck Laird agreed to a request by the City Engineer to provide a letter stating that the County has reviewed the hydrology/hydraulic study for the school project and that implementing the downstream facilities as proposed, the County considers the school project has mitigated downstream impacts. 2. Sewer (not in the Agenda). It was mentioned that the City will need to fund and construct the ultimate pump station at Tamarind Avenue prior to August 1993. Ten -Ninety will build the portion of gravity main on Tamarind Avenue south of the school to the connection to the pump station. 3. Street (not in the Agenda) A portion of curb and gutter built on the County side of Tamarind Avenue south of the school will need to be removed and replaced. This portion was apparently constructed without following approved plans and the resulting grades do not match the existing street. Also, the preliminary street plans (by Hall & foreman) for the City side do not match the street plans used for constructing the County side and will need to be adjusted. 4. Follow up Items RDA: Consult with legal counsel to proceed with resolutions of items 2, 3 and 4 of the agenda. Establish a funding mechanism for obtaining easement, lease agreement and define/fund maintenance responsibilities within City. City Engineering: Provide support to RDA and technical data as required Provide final plans and construct the sewer lift station and force main Ten -Ninety Provide final engineering plans and easement documents for all remaining items and construct items (except sewer lift station) Ruth O'Harris Notes October 28, 1992 Page Four County Provide "drainage acceptance letter" to City Engineer Provide liaison as needed. Colton Unified School District Coordinate with RDA/City as needed if joint action is required for otaining downstream easement. FM:sh cc: Community Development Director Redevelopment and Housing Director Redevelopment Manager Principal Engineer/Capital Improvements Senior Planner (KA) Associate Engineer/Special Projects (JR) • PROJECT FILE # • NAME ORGANIZATION 1111,4lnaN - S. Pam. CD. bav�71a/rEVr 3LO6- 3 9.T ,V W ,9-4n.9w* 9 410€ Pocks 3 A DATC : 1/E /?/?2 - PHONE ._',, t'.i.?,-::‹,:i?e_ 'a , /j=�1 ./.?,J-,f/� 3 7l'0 K6 � 40-,7 Fqs� �' ••=9.6 go 1- Co--.7-6N tir a.s.e>. 876 - VWZ may( ( \ C P ELI PE /4OLI'/vOS Fo✓%f`%,%I c, - /J6. /v. 350 -6641 Jd 11 a ? ° y - v 1 I 1, a....'., -6.; ' 4 i _.�a1 �� < < 3sv - 7/ 3 %�s/ eon,su/7v7 7t r ti , f2-30 AI, ,PY 7i o,t C'O///7V ,52/izEyo,Q 367 --yD / Cluee G4,r41 . s. e. c. Tt.ofs- c/ovd 3g7- 2799 D l`i ��Foe) J/i i.c--0 36 - 76e jL � Y .ff M i‘C • PiloP 571.. TY O cop E2 OF PA 2 Ce L 2 ']>E TE OrO CiA. nF PM 13515 . JU-+ RUTH HARRIS SCHOOL OCTOBER 19, 1992 AGENDA 1. Introduction 2. The conveyance of the Detention Basin property to Fontana Redevelopment Agency. 3. Maintenance of Detention Basin and onsite drainage easement. 4. Condemnation of property east of Alder Avenue for drainage distribution. PAGE FOR COUNTY USE ONLY 404( non County of San Bernardino FAS STANDARD CONTRACT Ili _ X New Change Cancel Vendor Code ot. C(� SC I A Contract Number County Department Dept. Orgn. Transportation Contractor's License No. County Department Contract Representative Ph. Ext. Larry J. Fast 4043 Amount of Contract Fund Dept. Organization Appr. Obj/Rev Source Activity GRC/PROJ/JOB Number Commodity Code Estimated Payment FY Amount I/D Total by Fiscal Year FY Amount I/D Project Name THIS CONTRACT is entered into in the State of California by and between the County of San Bernardino, hereinafter called the County, and Nome Earl Buchanan Address P.O. Box 895 Bloomington, California 92316 Phone Birth Date Federal ID No. or Social Security No. hereinafter called owner IT IS HEREBY AGREED AS FOLLOWS: (Use space below and additional bond sheets. Set forth service to be rendered, amount to be paid, manner of payment, time for performance or completion, determination of satisfactory performance and cause for termination, other terms and conditions, and attach plans, specifications, and addenda, if any.) WHEREAS, County has required a drainage easement be dedicated to the County on Parcel No. 2 as a condition of approval for Parcel Map 13515. A "Detention Basin" to be built on said parcel for drainage from Ruth O'Harris Junior High School. WHEREAS, County agrees to vacate Drainage Easement per Section 2.1 of Agreement. 1.0 OWNER SHALL: 1.1 `Request the County to vacate the drainage easement per Section 2.1 of Agreement. 1.2 Indemnify County, its officers, agents and employees against and hold them free and harmless of and from all claims and liabilities of any kind including the restoration of Parcel No. 2, Parcel Map 13515. 2.0 COUNTY SHALL: 2.1 Upon completion of San Bernardino County Flood Control District, "Comprehensive Storm Drain Plan Project 3-4, Model-1" from Alder Avenue to proposed detention basin west of Cactus, request Board of Supervisor.to vacate drainage easements on Parcel No. 2, Parcel Map 13515. This AGREEMENT shall inure to the benefit of and be binding upon the successors and assigns of the parties involved. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their respective officials thereunto duly authorized. 02.12311-000 Rev. 11190 EXI- ISIT PACEE Page COUNTY OF SAN BERNARDINO Chairman, Board of Supervisors (State if corporation, company, etc.) Dated By ► SIGNED AND CERTIFIED THAT A COPY OF THIS Dated DOCUMENT HAS BEEN DELIVERED TO THE CHAIRMAN OF THE BOARD. Title Clerk of the Board of Supervisors of the County of San Bernardino. Address By Approved as to Legal Form ► Deputy (Authorized Signature) County Counsel Date 0242311-000 Rsv.11190 Reviewed as to Affirmative Action ► Date �xHfBIT i Reviewed for Processing Agency Administrator/CAO Date 7 Page of • Ten-Ninety,Ltd. MEMO TO: Wes - Jeanne FROM: Jerry Ross DATE: September 8, 1992 SUBJECT: Ruth O'Harris Junior High School (Earl Buchanan) In a conversation with Earl Buchanan this morning, he strongly objected to the term "dedicated" in the proposed agreement with the County of San Bernardino. He suggests that he lease the parcel to the Fontana Redevelopment Agency giving them exclusive right to the use of the property for the duration of the lease and that the Redevelopment Agency give a non-exclusive right-of-way to the County Flood Control Department which -right-of-way would automatically expire upon completion of the comprehensive storm drain plan. The Redevelopment Agency would then be responsible for filling in the detention basin and terminating the lease. cc: Sy Zermeno Joseph Cotton Chuck Laird Don Gee SEP 1 6 1992 ijEMU Corporate Office: 7072 Garfield Avenue, Huntington Beach, California 92648-1599 Telephone (714) 842-5527 (213) 592-2326 Southridge Village Jobsite: 14785 Village Drive Fontana, California 92335 Telephone (714) 823-4430 Ex PAGE- _a- *41 • 0 i• 1N31OSY3 3DYI VW !0 ON3 - 3NP1. A1_ _Yd QCYt+ILA y]j"'r \ \ 1 ,1 \ \ ^ Z -+� Al \ \ \ • ' N >i 1 -. . \\ \• W k\\ \\`.. :(`/ $i ff \ ♦ 2y E W o \\ 1 a$ \\ 4- \ •1 • 0 e usa:.— - -s4l .s • • nos 00+1 ti mstr f m.) a! ms '0C o Y' Ss • e)c 14161T 3 PA6E 9 con dp u1 \y G 0 A • • • • • • • , •T•t$ANT1 ANA C r• • 2C..r- .1v It it • 1• • • • V IM2 • A ►w3 •`� 441 • !M 4 • y.1 (t) • 11 aC v/1 `.• i 3- G I t1 Al. • 4 7 9 r.• :c• (-ri inv.:. i • t•Aa ae tat • 234 at: WA e • . >l.r is wi. •• • ad • •••• aO M t- _ .WflUPA • - 486- Ito+e• • • Av[ aut •• N,VA �.�.Y/L‘O• (44v` Jca-ter wet 4 plr0r1:75r: D lw.l MC•47./4'N •MK • • •••••• AvENUE i1= 13 • pAC->E io • • • 9 • • • FLOOD CONTROL BERNARDINO 0 0 H 0 0 O O O O O b O O o IA M IA o 1A N II II II II Of y n n O 0 0 0 Co ▪ CO O 0 a V t < V t LaiZ M LA2 a Q , . 'itq co 0 coC �i N U y v a a ;WOO b MAINLINE STORM DRAIN z cc cc - J I U O >-- 2CC 0i U6 0 J ZO QZ CCU m 0 4o • DRAINAGE AREA PLATE NO ex44ir3ir- 3 PA6E I III/ Developer fees in the Above amounts woulegenerate 612.8 million of the recommended project costs. Table #4 summarizes the revenues derived by • subsystem and jurisdiction for the recommended plan Model #1. TIBLE #4 EEVELOPER 7 REVENGES BY anusrainice City of City of COunty of fgatana Rialto Zonadng WA Model #1 (total) la 2:2 L. ARO Subarea "A" L2 -0- 4:2 ta Subarea "B" -0- la 11.4 AR If these developer fees were established by the Cities of Fontana and Rialto and the Carty of San Bernardino there would remain $17.9 million to be funded by another means. IX. RECCIVENDATICNS A. Model #1 without basin and this report be adopted as the Project 3-4 Local Area Drainage Plan and drainage fees in the amount of 112,007 within Subarea "A" and Mall within Subarea "B", be established within the unincorporated areas of the County for the construction of the Model #1 storm drains. B. This report be provided AMIGA, and the Cities of Ftntana arrl Rialto with a request for their support of the Project 3-4 Ircal Area Drainage Plan and for them to establish the aforenenticred drainage fees within the Project 3-4 boundaries and within their jurisdiction for the financing of this Plan's reccamended storm drains. C.The Cities of Rialto and Fontana, AMIGA, Oamty and District evaluate funding sources for the remaining 112A9 million required to complete the project. D. New development within the tributary area should continue to be designed - to bs prOttectsd from storm runoff and continue to mitigate any incre- Rental increase in runoff generated by the development until adequate drainage facilities are constructed. SOO IZC ; • EX 4-1183 ITPA6E 12 gale PE& Pr PoasEcr 3 - 4 611-11s f2e-Fea r 6. 2evt se-0 q CITY OF FONTANA CALIFORNIA MEMORANDUM TO: BOB MEDDLE, CITY ENGINEER FROM: RAYMOND BRAGG, EMPIRE CENTER PROJECT MANAGER DATE: OCTOBER 23, 1992 SUBJECT: TAMARIND AVENUE LIFT STATION At a meeting regarding the Tamarind Avenue Lift Station that will be built in the parkway across the street from the Ruth O'Harris Junior High School, you asked if the lift station would project in to the Sears property. I have reviewed the preliminary plans prepared by Hall & Foreman. As currently designed the lift station structure is entirely within the parkway. However, a slope bank would extend 12-13 feet into the Sears property (see attached Site Plan). This projection limits the use oLthis_portion_of the Sears property. I would recommend that Hall & Foreman be instructed to re -design the lift station so as to eliminate the permanent impact on the Sears property. RB:np cc: Principal Civil Engineer (Bucknell) Principal Civil Engineer (Molinos) Senior Planner (Anderson) Associate Civil Engineer ((Riley)' Attachment a,4 ef6v764,411S/144'. Z%1/117r u GLZIW • . (44) • 0 0 G 1' co CD CD s N 7Xt 14N/4 L,� T is �r� ✓ (iceC ems/) Ts Nod rN • City of Fontana CALIFORNIA October 15, 1992 Mr. Wesley Hylen, P.E. Consultant Ten Ninety, Ltd. 14785 Village Drive Fontana, CA 92335 RE: Sewer Lift Station and Sewerage/Drainage Facilities for Ruth O'Harris Junior High School Dear Wes: Pursuant to the receipt of your August 28, 1992 letter (copy attached) staff has held a number of meetings for the purpose of understanding the City's obligations and scheduling of infrastructure items for the Ruth O'Harris Junior High School. The purpose of this correspondence is to document accomplishments to date. I. Sewer Lift Station - Complete by August 1, 1993 Per Section 11.a.(1)(g) of the Facilitation Agreement A. Previously, the Alexander Haagen Company had completed 80% plans for a regional sewer lift station on Tamarind Avenue near the Ruth O'Harris Junior High School. When sewer availability through the City of Rialto became available the regional sewer lift station design was placed on hold pending future development's needs and financing. B. An interim sewer station to handle the sewer flows from the school had been proposed as well as temporary holding tanks on school property that could be pumped out by sewerage trucks. On September 23, 1992 staff presented the City Engineer with an updated cost of over $300,000 for the interim lift station as compared to the $850,000 construction only cost for the regional lift station. C. It was determined that $300,000 for a temporary facility for a few years of use was too costly, therefore, all efforts are now being directed to retain a consultant to complete the regional sewer lift station design and to locate funding for constructing the facility as the sewer fund has been totally allocated to other projects in the FY 92/93 budget. 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334-0518 • (714) 350-7600 SISTER CITY - KAMLOOPS, B.C. CANADA irecycled paper Mr. Wesley Hylen October 15, 1992 Page Two D. Per Greg Gage, CJUSD, the sewer and storm drain facilities on the school site have been constructed and CJUSD does not want any temporary sewerage holding tanks on their property. (Note: The school sewer line is stubbed out to a manhole in Tamarind Avenue for future connection to the City system). A review of the facilitation agreement section 11.2(2)(b) indicates that Ten -Ninety, Ltd. is responsible to also construct the remaining gravity sewer lines in Tamarind Avenue that will connect the existing manhole to the sewer lift station. Staff is aware that 50% of the school site infrastructure costs will ultimately be reimbursed to Ten -Ninety, Ltd. (Section 11.b(2)(a). E. On October 8, 1992, staff met with a representative of the Alexander Haagen Company to have them authorize the $38,000 expenditure to complete the project design. A response is expected soon. . Storm Drainage System A. Staff understands that the full school onsite drainage system plus the adjacent detention basin (Buchanan property) are constructed. The approved design plans also include a proposed channel system easterly of Alder Avenue to outlet the flows into an open area and inlet facilities on Tamarind Avenue. B. The full Tamarind Avenue catch basins and laterals have to be constructed as well as the drainage system in Alder Avenue and easterly. Rights of way for the channel have not been secured nor have determinations as to who maintains the detention basin and channel system been made, nor final downstream impacts of flow from the site. C. At an earlier meeting with Jerry Ross of Ten -Ninety, Ltd, Ten -Ninety was asked to provide title reports, deeds, legal and plats for the proposed right of way acquisition. No response has been received to date on this request. The City Attorney preliminarily indicated that the responsibility (cost) of acquiring the right of way is Ten -Ninety's subject to reimbursement per the facilitation agreement. Additionally, CJUSD has verbally agreed to join the City in any eminent domain proceeding, should it be necessary. D. Upon final determination of responsibility and receipt of right of way documents from Ten -Ninety, a meeting will be scheduled with the Community Development Director and Redevelopment Director as to the City Attorney's role and that of the City and Agency. Mr. Wesley Hylen October 15, 1992 Page Three As additional information becomes available on this matter, your office will be briefed. Sincerely, COMMUNITY DEVELOPMENT DEPARTMENT Engineering Division Gc% Gde-doefe-- Robert W. Weddle, P.E. City Engineer RWW:sh Enclosure cc: Community Development Director Redevelopment/Housing Director Redevelopment/Housing Manager Public Works Manager Principal Engineer/Special Projects Principal Engineer/Capital Improvements Senior Planner (KA) Associate Engineer/Special Projects (JR) Redevelopment Project Coordinator (WB) Steve Deitsch, Best, Best & Krieger Josh Gottheim, Brown, Winfield & Canzoneri • Ten -Ninety. Lid. August 28, 1992 Mr. Robert Weddle, City Engineer CITY OF FONTANA 8353 Sierra Avenue Fontana, California 92335 RE: Sewer Lift Station for Ruth O'Harris Junior High School Dear Bob, I have been advised that the City of Rialto is requiring a - Focused EIR and that the CJUSD may need the sewer lift station in operation sooner than July, 1993. Further, it has been indicated that the State will not allow the school to open until the permanent lift station is completed and in operation: It appears that this station must become a priority and placed on an accelerated schedule to meet the District needs. As you know, the design and construction of the lift station is part of the Facilitation Agreement in Section 11.a.(1)(g) which specifies a completion date of prior to August 1, 1993. Would you please call Greg Gage at 876-4112 and discuss the schedule for construction of the station with him. Sincerely, TEN -NINETY, LTD. Agr7 Wesley Hylen, Consultant WH/cb cc: James Mahoney, Esq. Joshua Gottheim, Esq. Stephen P. Deitsch, Esq. Greg Gage, CJUSD Greg Bucknell Gloria Anderson Ten -Ninety, Ltd. Corporate Office: 7072 Garfield Avenue, Huntington Beach, California 92648-1599 Telephone (714) 842-5527 (213) 592-2326 Souttuidge Village Jobsile: 14785 Village Driye, Fontana, California 92335 Telephone (714) 823-4430 • A1, NAME ORGANIZATION PHONE • E ZGd,7 F 1L -'d'10 9-"-Y2------ co,-.--oN Jb/A.r et.s•®. 876 — V /iZ ,•1-- r(,, rA a-ces {'`CO C C19,-,fi f v CC k) tom -'r l c10 t.1C, 9- 'cV' () I EL/PE NIOLIAJo5 Fo ulc . — ,vim. V. 350 --664/ II ft (it ' ( 07 - v i t t t 35-0 - 6- V y ie df- rJ If I 1 3S' 0 •7 ./' J " eonj . l/ 2-, -(. 0 �"' e s- U /aid 7 t. /i.; 4- 0� L 2 c.-/ e---/, -1--- -e---- f l 7 _. <, `1,,A, ct viL j 6 t A , . ,c���% G4,/,-;c:71 : s e. . ..s- re-/e4,/" -7 7- r4rf (ZSoi .) iv t v, 14V. .279 - (O I .5.0 3 45'5- ,t1 • k'es-z,ke d W R 3A& 1. Introduction �.i RUTH HARRIS SCHOOL OCTOBER 19, 1992 AGENDA The conveyance of the Detention Basin property to Fontana Redevelopment Agency. Maintenance of Detention Basin and onsite drainage easement. 4. Condemnation of property east of Alder Avenue for drainage distribution. • FOR COUNTY NLY /%//II`1�\\ County of San Bernardino FAS STANDARD CONTRACT New M Change X Cancel Vendor Code pt. n J A H Contract Number County Department Dept. Orgn. Transportation Contractor's License No. County Department Contract Representative Ph. Ext. Larry J. Fast 4043 Amount of Contract Fund Dept. Organization Appr. Obj/Rev Source Activity GRC/PROJ/JOB Number Commodity Code Estimated Payment FY Amount I/D Total by Fiscal Year FY Amount I/D Project Name THIS CONTRACT is entered into in the State of California by and between the County of San Bernardino, hereinafter called the County, and Name Earl Buchanan Address P.O. Box 895 Bloomington, California 92316 Phone Birth Date Federal ID No. or Social Security No. hereinafter called owner IT IS HEREBY AGREED AS FOLLOWS: (Use space below and additional bond sheets. Set forth service to be rendered, amount to be paid, manner of payment, time for performance or completion, determination of satisfactory performance and cause for termination, other terms and conditions, and attach plans, specifications, and addenda, if any.) WHEREAS, County has required a drainage easement be dedicated to the County on Parcel No. 2 as a condition of approval for Parcel Map 13515. A "Detention Basin" to be built on said parcel for drainage from Ruth O'Harris Junior High School. WHEREAS, County agrees tovacate Drainage Easement per Section 2.1 of Agreement. 1.0 OWNER SHALL: 1.1 Request the County to vacate the drainage easement per Section 2.1 of Agreement. 1.2 Indemnify County, its officers, agents and employees against and hold them free and harmless of and from all claims and liabilities of any kind including the restoration of Parcel No. 2, Parcel Map 13515. 2.0 COUNTY SHALL: 2.1 Upon completion of San Bernardino County Flood Control District, "Comprehensive Storm Drain Plan Project 3-4, Model-1" from Alder Avenue to proposed detention basin west of Cactus, request Board of Supervisor. to vacate drainage easements on Parcel No. 2, Parcel Map 13515. This AGREEMENT shall inure to the benefit of and be binding upon the successors and assigns of the parties involved. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their respective officials thereunto duly authorized. 02.12311.000 Rev. 11/90 Page of COUNTY OF SAN BERNARDINO Chairman, Board of Supervisors (State if corporation, company, etc.) Dated By ► SIGNED AND CERTIFIED. .THAT. A COPY OF THIS DOCUMENT HAS BEEN DELIVERED TO THE CHAIRMAN OF THE BOARD. Clerk of the Board of Supervisors of the County of San Bernardino. By Deputy (Authorized Signature) Dated Title Address Approved as to Legal Form Reviewed as to Affirmative Action Reviewed for Processing ► County Counsel Date 02-12311-000 Rev. 11/90 Date ► Agency Administrator/CAO Date Page of I `den-Ninea ,Lida MEMO TO: Wes - Jeanne FROM: Jerry RossCg DATE: September 8, 1992 SUBJECT: Ruth O'Harris Junior High School (Earl Buchanan) In a conversation with Earl Buchanan this morning, he strongly objected to the term "dedicated" in the proposed agreement with the County of San Bernardino. He suggests that he lease the parcel to the Fontana Redevelopment Agency giving them exclusive right to the use of the property for the duration of the lease and that the Redevelopment Agency give a non-exclusive right-of-way to the County Flood Control Department which right-of-way would automatically expire upon completion of the comprehensive storm drain plan. The Redevelopment Agency would then be responsible for filling in the detention basin and terminating the lease. cc: Sy Zermeno Joseph Cotton Chuck Laird Don Gee SEP 1 6 1992 I [� uU ECEIV Corporate Office: 7072 Garfield Avenue, Huntington Beach, California 92648-1599 Telephone (714) 842-5527 (213) 592-2326 Southridge Village Jobsite: 14785 Village Drive, Fontana, California 92335 Telephone (714) 823-4430 bL U I ICh'IIVJ ' 1 • •• '•,. •• ILL IVU .I 14 Q0f LVVI I'IMI 1 r �l O • 40 IVU . 11.1,i r . I.J • 1 •� 1 , • • • J r • ••... - r • �•, tit it • F ` • .=1$a1T* ANA • avENuC . •. • +r r. ., dtt.• • rrr t.f • 1szACwI • • • •.• T 4- 7 ..�. , 479 t: • (pl tr•A« • rr' t.ir at k/I. . r. • • . vast 0 • •a %fyn •r 1 D•or.: Yd 7,, o,.a ... / �. (a /GeG i MYNP a- . ,,,,.. tOi..0 EA4 4 3 IC • ypl d.r7+C • :rr• 134 +C y!i •1r C4 II 10/1. • " ,s • %°v, , CO-,,t,r`1 h •L 6 /677-0 Z ,. +�xaz • 1W r• • ,, +t•• h'• I •.- I Witt/PA AVENUE •- ot aQ • • rogot a�s rx . ' • 6-11 mot ,`.da SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT I-10 FREEWAY SPRR YARDS I 0 8000 It. 4 5 z RCM SAN BERNARDMO COUNTY RIVERSIDE COUNTY d Q�5=435 93 RCP LEGEND 025=735 SAN'A ANA 1I4' RCr-- 0 JURUPA N a 11 0 b a 1a 5=4'0 I dlt 1� °WPWRImmommovnevao, 5 85 6 02riii MAINLINE STORM DRAIN 69 PROJECT DRAINAGE AREA WIN IMEN, x 8 WILSON ST. W I L 025=610 O'x5.5' TCC DETENTION BASIN MODEL-1 Project Cost= $22,400,000 Vacant Land = 1,975 Ac. Cost/Vacant Ac.= $11,342 Y// N-Q. / @/ 4„ stags/Loco mom / ��A RIVERSIDE COUNTY / C ' / SAN BERNARDINO COUNTY FAO°° // FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 MODEL-1 BY JLD DATE JUL 88 ACAO FILL PX1-210 PUNNING FILE NO. P61-D1-115 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 0 8000 ft. SAN BERMA DNO COUNTY 10vERSIDE COUTDY 1-10 FREEWAY LEGEND MAINLINE STORM DRAIN PROJECT DRAINAGE AREA '12-0 o ec121,44/ie%r lc, SPRR YARDS L 025=610 O'x5S' 1CC 0100=1780 10'x8' 1CC MODEL-2 Project Cost= $26,700,000 Vacant Land = 2,159 Ac. Cost/Vacant Ac.= $12,367 i �Q /SAN BERRARDNOCOCONRY / ���A//RNEitSiOE UNIY II/ay / '. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 MODEL-2 BY AO DATE JUL 68 ACAD F4L PXI-21D PUNNING RE NO. PM -DI -115 SAN BERNARDINO JURUPA SN1 BERNARDINO wuNrr RNERSIOE COUNTY LEGEND MAINLINE STORM DRAIN 69 — — — PROJECT DRAINAGE AREA COUNTY ANN FLOOD CONTROL DISTRICT 1 SPRR YARDS —b11 10'x6' 03Q5=any 60 075=610 0'x5.5' TCC 0100=1780 10'x8' TCC / , , , i MODEL-3 Project Cost= $25,100,000 Vacant Land = 2,158 Ac. Cost/Vacant Ac.= $11,631 SUBSYSTEM A Project Cost= $20,200,000 Vacant Land = 1,215 Ac. Cost/Vacant Ac.= $16,626 SUBSYSTEM B Project Cost $ 4,900,000 Vacant Land = 943 Ac. Cost/Vacant Ac.= $5,196 , , BCRNwoR+O COV 1TY a'� / RNQISO( COUNTY ' � ' S ; 0 8000 ft. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 MODEL-3 PLANNING FILE NO. Illy r 1 1 1 C BY JLD /. ..r rrn n0 Alternative Model #11 Model #2 Model #i3 Subsystem A Subsystem B PROJECT 3-4 Financing Summary Adt Vacant Area Est. Cost Unit Cost Acres dollars dollars/acre 1,975 2,159 2,158 1,215 943 Mainlines $22,400,000 $26,700,000 $25,100,000 $20,200,000 $ 4,900,000 $11,342 $12,367 $11,631 $16,626 $ 5,196 • • 410 "2,4 7". 7?191- irk ao • HALL & FOREMAN, II'! 13821 Newport Avenue Suite 200 TUSTIN, CALIFORNIA 92680-7803 (714) 544-3404 FAX (714) 544-3155 TO "_ `yJ -. / .424Ei ,c. 9i;i ee//N; .L4L43l b4l 3 term" , 4,4 Gf� /Z > WE ARE SENDING YOU Attached 0 Under separate cover via ❑ Shop drawings 0 Prints ❑ Copy of letter 0 Change order > ILIEUTIEID(DF InQRISIMEI1TUQL DATE q' /7 'z JOB /3-- & ATTENTION ��1>n 9' may) i1 Cti-' //11Y6' T� /1 A4 S 4/ _✓ f�1n.��qY-e✓4'li1 ✓ ?eTe.74,D4 /1 the following items: ❑ Planp 0 Samples 0 Specifications J COPIES DATE NO. DESCRIPTION 2 e7//// z �-- Wy 5 ), 4 Z 7, s =//0) u- .Z-1-J THESE ARE TRANSMITTED as checked below: ❑ For approval 0For your use As requested ❑ For review and comment 0 ❑ FOR BIDS DUE ❑ Approved as submitted 0 Resubmit copies for approval O Approved as noted 0 Submit copies for distribution ❑ Returned for corrections 0 Return corrected prints 19 ❑.PRINTS RETURNED AFTER LOAN TO US REMARKS / 4P'ss ,iS /0 ✓ to Ioe", .- , e a/m/oes -Ae' b 4't i r 57.de � eve /-1. /A ,"ea�,(ow e/eL2 �1,1 47 --(2:t. ///fikr /0- .e2.- -3‘;'12: 4;411 k_y/a be z,i/ iite3e- d' v'ecia,E., 4,1-7d 1:2-e, eepc_--,/e4, 7l.'& tccP9 / ?)-,f � ✓2t r Ul, 4 'v'c `L 4�r env '/'2 '/- zi 1 , 2--.) . i) cep /® /Vr`� l 23 COPY TO :-1:f -7G:0/ C Cy v+' jZ tyjj Jiaq e J� 40% Pre -Consumer Content • 10% Post -Consumer Content SIGNED: PRODUCT 240 ( ees/ Inc, Groton, Mass. 01471. If enclosures are not as noted, kindly notify us at once. COUNTY OF SAN BERNARDINO NSPORTATION/FLOIN CONTROL DEPARTMENT 825 East Third Street • San Bernardino, CA 92415-0835 • (714) 387-2800 Fax No. (714) 387-2667 Robert Weddle, City Engineer City of Fontana P.O. Box 518 Fontana, CA 92334 SAN BE0.NARDI1 June 11, 1992 File: 2-995/1.00 PUBLIC WORKS GROUP KEN A. MILLER Director Re: Zone 2, Draft Project 3-4 Engineers Report (Revised 2/92) Dear Mr. Weddle: Enclosed for your review and comment is the revised referenced engineers report. The following revisions were made as requested at the August 21, 1991 meeting. 1. The proposed basin was deleted from Plate #1. 2. City spheres of influence are shown on Plate #8. 3. The westerly tributary boundary was moved easterly to conform to the DeClez Channel tributary area. 4. Right-of-way costs were revised to $90,000/acre. 5. Hillsides and public lands were deleted from the cost spread. The changes in the report are shown in bold type. Also enclosed is a list of those who were sent the Report. Should you know of others who should receive a copy, or should you desire additional copies, please contact Robert Corchero at (714) 387-2525. In addition, the City of Rialto requested the District to assume Subarea "An was responsible for all costs to convey flaws generated in the subarea through Subarea r"EP to the Santa Ana River with Subarea "BP being responsible for only the cost to increase the facility size to convey the combined flaws from both areas. A summary of the results are as follows: Total Subarea "A" Subarea ngn Facility Costs $30,700,000 $15,400,000 $15,300,000 Fair Share Costs $30,700,000 $24,150,000 $6,550,000 Developer Fee $11,758/ac. $3,337/ac. Developable Area 1,069 ac. 776 ac. 933 ac. Fee Revenue $12,237,629 $9,124,208 $3,113,421 Unfunded Costs $18,462,371 $15,025,792 $3,436,579 Draft Project 3-4 Engineers Report June 11, 1992 Page Tho You are cordially invited to a meeting scheduled on June 24, 1992 at 2:00 p.m. to discuss the revised draft and the City of Rialto's request. The meeting will be held in the City of Fontana Executive Conference Roam located at 8353 Sierra Avenue, Fontana. Should you have any questions or wish additional information, plea a contact me or Robert W. Corchero at (714) 387-2525. Very truly yours, C ARLES L. LAIRD, Assistant Director Transportation/Flood Control CLL•RWC:alg Enclosures cc: • KAM,/Reading File Ken Guidry w/enclosure Vana Olson w/enclosure Robert Corchero w/enclosure Robert Weddle, City City of Fontana P.O. Box 518 Fontana, CA 92334 Bill Olson FOVO, Inc. (City of Fontana) P.O. Box 518 Fontana, CA 92334 Richard Polen, City Engineer City of Rialto 150 South Palm Avenue Rialto, CA 92376 Darryl Moore Owl Rock Products P.O. Box 330 Arcadia, CA 91006 G.W. Singletary 1733 Massachusetts Avenue Riverside, CA 92507 Richard Hasset The Anden Group 1932 Deere Avenue, Suite 200 Santa Ana, CA 92705 Grant Becklund Gabel, Cook and Becklund 647 North Main Street, Suite 7B Riverside, CA 92501 Bill C. Mann Bill Mann and Associates 1802 Caneroenter West #A San Bernardino, CA 91730 Greg Buckne11411 City of Fontana P.O. Box 518 Fontana, CA 92334 Clayton Cabrinha City of Rialto 150 South Palm Avenue Rialto, CA 92376 Ken Renz Owl Rock Products P.O. Box 330 Arcadia, CA 91006 Van R. Keener C.P. Lange Engineers 10790 Civic Center Drive, Suite 200 Rancho Cucamonga, CA 91730 Larry Gates Hall & Foreman 3602 Inland Empire, C-320 Ontario, CA 91764 Darrin Cline Los Angeles County 33161 Camino Capistrano, Suite A San Juan Capistrano, CA 92675 George Paulsen Hall and Foreman, Inc. 3602 Inland Empire, C-320 Ontario, CA 91764 Dwayne Burgess Department of Economic and Community Development Charles L. Laird, Assistant Director Department of Transportation/Flood Control Vana Olson, Chief Development Coordination Division Department of Transportations/Flood Control LOCAL AREA DRAINAGE PLAN PROJECT ENGINEERS R VOLUM RUBIDOUX RIVERSIDE CORONA 3-4 O HIGHLAND OSAN BERNARDINO REDLANDS O YUCAIPA PROJECT LOCATION MAP PREPARED BY SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PLANNING DIVISION I. OUND: San Bernardino Colnty's existingComprehensive Storm Drain Plan #3, Project 3-4 depicts a means of intercepting storm flows generated in the area generally bounded by Interstate 10, Riverside Avenue, Riverside C unty Line and Palmetto Avenue, and conducting them to the Santa Ana River. The hydrology method used in developing the storm drain plan pre- dates the C unty's current methodology. The San Bernardino County Flood Control District and Cities of Rialto and Fontana recognized the need to update the hydrology, facility sizes and cost estimates for this storm drain project, in order to develop a funding mechanism. A steering cam- mittee consisting ng of major property awners and representatives of the City of Rialto and Fontana and the County met periodically to iisr"ma study results and make recommendations. II. PURPOSE AND : This study (1) updates the hydrology, drainage facility sizes and cost estimates for the existing Project 3-4 facility alignments (Model #1), (2) evaluates alternate alignments for conducting storm flows generated within the Project 3-4 boundaries to the Santa Ana River (Models #2 & #3), (3) evaluates the use of detention basins to reduce total project costs, and (4) determines an equitable developer fee for the recommended alternate. III.RECOMMENDATIONS: The recommended plan (Model #1) for regional and local storm drains is shown on Plate #1. A summary of recommended project costs, developer fees and funding follows. Facility Costs Fair Share Costs Total Tributary Area Adjusted Tributary Area*** Proposed Fee Developable Area Fee Revenue Unfunded Costs Total $30,700,000 $30,700,000 4,423 ac. 4,017 ac. 1,069 ac. $12,800,000 $17,900,000 Subarea "A" Subarea "B" $15,400,000 $18,500,000** 2,423 ac. 2,054 ac. $9,007/ac. 776 ac. $7,000,000 $11,500,000 $15,300,000 $12,200,000* 2,000 ac. 1,963 ac. $6,215/ac. 933 ac. $5,800,000 $6,400,000 *Assumes area is only responsible for flaws generated within subarea (Model #2) **Includes $3.1 million increased facility costs through Subarea "B" ***Areas not subject to fees deleted. Includes steep hillsides, parks, schools, and cemeteries. DIVE MIRK DRAIN PAN PROJECT 3-4 ENGINEER' B MOW Table of Contents Volume #1 I. Background 2 II. Purpose and Alternatives 2 III. Hydrology and Facility Sizing 3 IV. Detention Basins 4 V. Cost Estimates 5 VI. Recommended Local Area Drainage Plan 5 VII. Vacant/Developable Lands 6 VIII. Financing 7 IX. Recommendations 9 X. Plates 11 Plate #1 - Project 3-4 Model #1 12 Plate #2 - Project 3-4 Mode]- #2 13 Plate #3 - Project 3-4 Model #3 14 Plate #4 - Project 3-4 Model #1 with Basin 15 Plate #5 - Project 3-4 Model #2 with Basin 16 Plate #6 - Project 3-4 Model #3 with Basin 17 Plate #7 - Project 3-4, Development Distribution 18 Plate #8 - Project 3-4, City Influence 19 Plate #9 - Project 3-4, Subarea "B" Facilities Comparison 20 XI. Appendix 'A' - Reocaamended Plan Cost Estimate . . . . . . . 21 LOCAL AREA DRAINAGE PLAN PROJECT 3-4 E salmEa ' B REPORT Revised May 30, 1991 Revised February 12, 1992 Revised June 1992 I. BACEIND San Bernardino County' s existing Comprehensive Storm Drain Plan #3, Project 3-4, depicts a means of intercepting storm flows generated in the area generally bounded by Interstate 10, Riverside Avenue, Riverside County Line and Palmetto Avenue, and conducting them to the Santa Ana River. The hydrology method used in developing the storm drain plan predates the County's current methodology. At the February 3, 1988 Zone 2 Advisory Committee budget hearing, representatives of the City of Rialto and developers in the project area requested that funds be budgeted to update Project 3-4 and evaluate alternatives for conducting storm flows to the Santa Ana River. The Zone Advisory Committee recommended $25,000 be budgeted for F.Y. 1988/89 for the requested study. A steering committee consisting of major property owners and representatives of the Cities of Rialto and Fontana and the Canty met periodically to discuss study results and make recommendations. Riverside County Flood Control and Water Conservation District was also contacted for their comments and recommendations. The study results and recommendations were also presented to the Aqua Mansa Industrial Growth Association. II. PURPOSE AND ALTERNATTVES This study 1) updates the hydrology, drainage facility sizes and cost estimate for the existing Project 3-4 facility alignments (Model #1) , 2) evaluates alternate alignments for conducting storm flows generated within the Project 3-4 boundaries to the Santa Ana River (Models #2 & #3), 3) evaluates the use of detention basins to reduce total project costs, and 4) determines an equitable developer fee for the recommended alternate. 2 • • The existing Project 3-4 (Model #1) assumes all storm flaws generated within its boundary will not enter Riverside County, but will be intercepted at the County Line (El Rivino Road) and be conducted easterly then south along Riverside Avenue to the Santa Ana River (ref. Plate #1). This required the storm drain in El Rivino Road to be placed 48 feet below the road surface in the vicinity of Cactus Avenue. Based on 1966 contour mapping and 1986 aerial photography, the Project 3-4 area consists of two distinct drainage areas. Storm flows generated within the project area westerly of Cedar Avenue (subarea "A" depicted on Plates #2 and #3) have historically continued south throucjh Riverside Cauity easterly of Rubidaux Blvd. and Market Street to the Santa Ana River. Presently, during more frequent storms, these flows enter a borrow pit located on the north side of El Rivino Road and 300 feet easterly of Rubidoux Blvd. During a major storm, a portion of the flaw could continue south through a cement plant directly south of the pit, circumventing the basin and the remaining flaw would enter the pit and may overtop El Rivino Road then traverse the cement plant. Model #2 (Plate #2) Subsystem "A" investigates intercepting these flaws at the borrow pit and conducting them easterly to the cement plant's east boundary then south to the Santa Ana River. Model #3 (Plate #3) investigates conducting these flaws through the cement plant to the Santa Ana River. Subsystem "B" of Models #2 and #3 intercepts the flows generated east of Cedar (a natural divide) along the power line corridor and conducts them south easterly to the Santa Ana River at Riverside Avenue. III. HYDROLOGY AND FACILITY SIZING The County' s 1986 rational and hydrograph methods were used to update the peak flow rates. The rational method was used for Models #1, #2 and #3 without detention basins. The hydrograph method was used for the detention basin analyr. c. Precipitation amounts and intensities were determined from the isohytals and charts in the San Bernardino County Hydrology Manual, dated August 1986. Drainage subarea acreage, flow path length and elevation difference, soil type, land use and routing were taken from the existing Project 3-4 calculations except throe the Owl Rock properties where a City 3 • of Colton approved grading plan exists. Within Riverside County, aerial photography and_ Riverside County Flood Control and Water Conservation District 1985 topography maps were used to develop this information. The AES Rational Method computer softwareversion 4.5F and the Flood Routing computer software version 2.7C were used for the rational and hydrograph method rafting. Pipe sizes and flow velocities were determined by the computer assuming a friction slope which was 90% of the natural grade to account for friction and manhole losses. When channels were known to be required, an assumed ham width was input into the program to determine flow depths and flaw velocities. The pipe and channel sizes determined by the AES Hydrology programs were reviewed to determine if sizes were reasonable. Where pipe sizes or channel flow depths were excessive, reasonable channel base widths and flow depths were determined using Manning's formula. Rena mended channel heights in this study include freeboard based on flow velocity in accordance with the "Los Angeles County Flood Control District Hydraulics Manual" Roll waves and super -elevation were not considered. All channels were assumed to be trape- zoidal except where existing right of way was a constraint. At these loca- tions, a rectangular channel was analyzed-. Hydrology and hydraulic calculations for all alternatives are on file in the San Bernardino County Flood Control District Flood Control Planning and Water Resources Divisions. IV. DETENTION BASINS Detention basins were analyzed along the mainstream of each model. For Model #1 a 35 acre flaw -through basin was analyzed at the confluence of Lines D and E. The basin was assumed to be 15 feet deep. The outlet was designed such that 100-year storm flows ponded to a depth of 13 feet (2 feet freeboard) . The basin location is shown on Plate #4 and the reduced downstream facilities are shown on Plate #4. • • For Models #2 and #3 an existing 15 acre quarry pit was analyzed as both a flow --by and flow -through basin. As a flow -by basin, 750 c. f . s. were assumed not to enter the basin. In each dace the basin drain was sized to pond 100- year storm flows to a depth of 14 feet (2 feet freeboard). Plates #5 and #6 show the reduced downstream facility sizes for Models #2 and #3 respectively. V. COST ESTIMATES Construction costs for storm drains include the pipe, manholes and excavation. The costs for concrete channels are based on the cubic yards of concrete aryl excavation and right of way acreage. The unit construction costs for both facility types include 20% engineering, inspection and administration costs. Unit construction cost tables from Montgomery Engineer's 1987 "Rialto Channel Master Plan of Drainage" were updated to May 1988 based on the "Engineering News Record" construction cost index for Los Angeles. Fee right of way costs were estimated at $90,000/ac. except for the borrow pit used in the detention basin analysis as recatuntaa�ded by the steering committee. Since the pit would need to be filled for any other use, the lard value was assumed to be $25,000. Where underground -culverts were rec itunended and were not within public rights of way, it was assumed easement could be purchased at $25,000/ac. Updated unit cost tables and itemized cost estimates for each storm drain and channel are on file in the San Bernardino County Flood Control District, Flood Control Planning and Water Resources Divisions (Volume V & VI). In order to account for utility relocations and other construction uncertainties, the total estimated cost was increased by 15%. Cost summaries for each model are given in Table #1. The detailed cost estimate for the recommended plan is provided in the Apperr3ix 'A' . VI. RECa4MEZIDED LOCAL AREA DRAINAGE PLAN The use of detention basins is not economically feasible as can be discerned from Table #1. MBLE #1 - Cost Comparison of Alternatives (in millions of dollars) Alternative All Storm Mainline Drains Only Model-#1 Without Detention Basin 30.7 23.2 Model-#1 Detention Basin w/ds Conduit 33.2 25.4 Model-#1 Detention Basin w/ds Channel 32.2 24.1 Model-#2 Without Detention Basin 37.1 28.6 Model-#2 Flowby Detention Basin 39.6 31.1 Model-#2 Flowthr ugh Detention Basin 38.8 30.4 Model-#3 Without Detention Basin 34.4 26.2 Model-#3 Flowby Detention Basin 35.3 26.8 Model-#3 Flowthrough Detention Basin 34.9 26.5 Since Model #1 has the lowest total construction cost of the three models it is recommended that Model #1, without basin, be adapted as the Local Area Drainage Plan for the Project 3-4 area. VII. VACANT/DEVELOPABLE LANDS In the financial analysis that follows the number of developable acres is required to determine revenue derived from developer fees to construct new developments fair share of the required drainage infrastructure. Vacant acreage was estimated from February 1986 aerial photography and updated using September 1990 photography. Only minimal development could occur in the hillside areas in the southwest portion of the study area, therefore, these areas were not considered vacant. Areas with 90% or more build -cut were assumed not to have any vacant area. The vacant/developable areas are shoran on Plate #7 and summarized by jurisdiction and subarea for the reoamnended plan in the following Tables #2 and #3. 6 TABLE #2 DEVELOPMENT DISTRIBUTION Model #1 - Subarea "AP City of City of County of Summary Fontana Rialto San Bdno Total Area Ac Vacant Area Ac Total Vacant Area Ac Total Area Ac Vacant Area Ac Tonal Area Ac Vacant Area Ac Area Ac <10% Vacant Hillside 50% Vacant 70% Vacant 80% Vacant 100% Vacant 1101 -0- -0- 146 84 226 -0- -0- -0- -0- -0- 298 -0- -0- -0- -0- -0- -0- -0- -0- -0- -0- -0- -0- 1017 71 292 -0- -0- 146 297 292 -0- -0- -0- 298 103 -0- 630 72 -0- 630 103 -0- 332 72 -0- 332 TOTAL Adjustment for 2423 776 608 298 -0- -0- 1815 478 _9 e 4 ...VIA Undevelopable Hillside & Public r -." a- -men REVISED TOTAL 2054 375 TABLE #3 DEVELOPMENT DISTRIBUTION Model #1 - Subarea "B" City of City of 1679 Cotmty of Summary Fontana Rialto San Bdno Total Area Ac Vacant Area Ac Total Area Ac Vacant Area Ac Total Area Ac Vacant Area Ac Total Area Ac Vacant Area Ac <10% Vacant 50% Vacant 70% Vacant 80% Vacant 100% Vacant 884 -0- 56 129 284 464 -0- -0- -0- -0- -0- -0- -0- -0- -0- -0- 136 39 84 252 170 -0- 19 59 202 170 748 74 100 103 294 -0- 37 70 82 294 113 184 355 464 TOTAL Adjustment for 2000 _ft., 933 -0- -0- 681 450 1319 —37 483 r► I 1 ! — r —�.. REVISED TOTAL 1963 1282 VIII. FINANCING The project area actually consists of two separate distinct tributary areas (Project Subareas "A" and "B") as shown on Plates #2 and #3. Therefore, when considering Model #1 (recommended plan) properties within Subarea "B" should only be responsible for facilities and costs required to convey flows gener- ated within the Subarea "B" watershed. This amount is $12.2 million as deter- mined in Models #2 and #3. Since Model #1 requires Subarea "B" facility sizes to be increased to convey flows fran Subarea "A", the properties within Subarea "A" should be responsible for the difference/increase in facility costs ($3.1 million) through Subarea "B". Therefore, for Model #1, the reoamanencled plan, the fair share cost apportioned to Subarea "B" is $12.2 million. The additional $3.1 million required for facilities in Subarea "B" would be the responsibility of Subarea "A". There are 1,963.acres within Subarea "B" over which the $12.2 million con- struction costs (fair share) can be spread, or $6,215 per acre. Unless it can be shown that new development has created the need for the required drainage facilities or that existing development has provided its fair share of the existing drainage facilities, a $6_,215 per acre developer fee would be equitable for Subarea "B". Based on September 1990 aerial photography there are approximately 933 acres of vacant developable land within the subarea (Plate #7 and Table #3). A developer fee of $6,215 per acre over Subarea "B" would then generate approximately $5.8 million of the required g15.2.1 million to construct the reocar¢nended plan facilities within Subarea "B". The recommended plan (Model #1) costs $30.7 million. Therefore, Subarea "A" is responsible for $18.5 million ($30.7 - $12.2 million) of the project costs. This cost ($18.5 million) spread aver the subarea less un evelopable hillside and public lands (2,054 acres) yields a cost of $9,007 per acre. As addressed above, this could be adopted as an equitable developer fee within Subarea "A". A fee in this amount would generate aver the 776 vacant acres (Table #2) another $"7.0 million of the required project costs. $3.1 million would go for improvements within Subarea "B". • • Developer fees in the above amounts would generate $12.8 million of the recommended project costs. Table #4 Q imwizes the revenues derived by subsystem and jurisdiction for the recommended plan Model #1. TABLE #4 DEVELOPER FEE REVENUES BY JURISDICTION City of City of County of Fontana Rialto San Bdno 7ti Mode]. #1 (total) 2_7 2_8 7_3 gRg Subarea "A" 2.7 -0- 4.3 Subarea "B" -0- 2_8 3.0 If these developer fees were established by the Cities of Fontana and Rialto and the County of San Bernardino there would remain $17.9, million to be funded by another means. IX. RECOMMENDATIONS A. Model #1 without basin and this report be adopted as the Project 3-4 Local Area Drainage Plan and drainage fees in the amount of $9,007 within Subarea "A" and $6,215 within Subarea "B", be established within the unincorporated areas of the County for the construction of the Model #1 storm drains. B. This report be provided AMIGA, and the Cities of Fontana and Rialto with a request for their support of the Project 3-4 Local Area Drainage Plan and for then to establish the aforementioned drainage fees within the Project 3-4 boundaries and within their jurisdiction for the financing of this Plan's recommended storm drains C. The Cities of Rialto and Fontana, AMIGA, County and District evaluate funding sources for the remaining glla million required to complete the project. 9 • • D. New develognent within the tributary area should continue to be designed to be protected from storm runoff and continue to mitigate any incre- mental increase in runoff generated by the development until adequate drainage facilities are constructed. 10 X. PLATES 11 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT Subarea A Subarea B 0 4000 ft. L RNERSIDE COUNTY B 1-10 FREEWAY LEGEND MAINLINE STORM DRAIN LOCAL STORM DRAINS PROJECT DRAINAGE AREA MODEL-1 Project Cost= $30,700,000 SUBAREA A Actual construction Fair share SUBAREA B Actual construction Fair share .11-414 COUNTY BLS, / ' i i i FLLYTW00D S REV. SEP 91 cost= cost= cost= cost= 15,400,000 18,500,000 • 15,300,000 12,200,000 • SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 MODEL-1 LOCAL AREA DRAINAGE PLAN BY JLD ACAO FILE PLANNING FILE NO. OAiE JUL BB PX1-21D PM-D1-115 Z'0N 31Vid SAN BERNARDINO COUNTY FLOOD . CONTROL DISTRICT Subarea A Subarea . B 1-10 FREEWAY 01049 yr 1 1 Ed 19 iv aI a 6 025=435! 4000 ft. L 93' RCP SAN BERRARpM0421UNW - - RNERSIDE COUNTY r 025=735 114' RCP JURUPA 11 81 cri a;s II GE 1 SPRR I YARDS -0 � i12! =40O 0 — _ .' 4.1 7U1 !lb Jail MAINLINE STORM DRAIN 69 LOCAL STORM DRAINS PROJECT DRAINAGE AREA 11111 .1 111.• • —dTb6970 10'x6' TCC I" • es 7s 015.235 A s L, 025=610 0'x5.5' TCC 0100=1780 10'x8' ICC . 1 .4P MODEL-2 Project Cost= 37,150,000 SUBAREA A Fair share cost= 24,950,000 SUBAREA B Fair share cost= 12,200,00 4,v+ BFRIIARa►1Y $ / RCt ERSIDE COUNTY 4. .i REV. SEP 91 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 MODEL-2 LOCAL AREA DRAINAGE PLAN 8Y JLD DATE JUL 88 ACM FxE PX1-21D PLANNING FxE NO. PIA-D1-115 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT Subarea A Subarea B Imo. 1 0 4000 t1. 5r RCM j 1-10 FREEWAY JAN BERNARp110. 0u 1�,� RIVERSIDE COUNTY Q2 69 025=735 JURUPA 025 285 -a' 02 =400 — - 6' 4111Eral= N11i11 LEGEND MAINLINE STORM DRAIN LOCAL STORM DRAINS — PROJECT DRAINAGE AREA 0100.3. 4 c 3j $ 1 SPRR I YARDS 025=610 O'x5.5' TCC 0100=1780 10'x8' TCC i / MODEL-3 Project Cost= 34,450,000 SUBAREA A Fair share cost= 22,250,000 SUBAREA B Fair share cost= 12,200,0C411. • SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 MODEL-3 LOCAL AREA DRAINAGE PLAN REV. JUN 91 BY JLD ACAO FILE PUNNING FILE N0. DATE SEP 88 PX1-21D PIA -D1-115 '0, 09S CO L) II 025=75 Q 0 Cr) • DETENTION BASIN 0 61'a 025=825 120' z 0 Ci] �L 00 025=825 120' / '• • di LEGEND 025=4Mir FREQUENCY/PEAK FLOW RATE (c.f.s.) IMMENNEN MAINLINE STORM DRAIN 72' RCP DIAMETER OR TRAP CHANNEL WIDTH x DEPTH LOCAL SYSTEM DRAINS - PROJECT DRAINAGE AREA rn 9?6 • 2000 ft. , , , , , ,/e / , , ( 0,, , l\ /1/ 4tty / \ 7 / d.,‘z, ( SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SAN BERNARDO COUNTY IVERSIDEvCOUNTY LOCAL AREA DRAINAGE PLAN PROJECT 3-4 MODEL-1 WITH BASIN BY JLD DATE JUL 88 PLANNING FILE NO. PM—D1-115/q PLATE NO. 4 5th 122 4th 3rd AN BASIN SAN . RNAR0 CO NTY RIVERSIDE COUN 2000 ft. LEGEND Q100=750 108* RCP 0100= 0 025=490 ft0WBY FREQUENCY/PEAK FLOW RATE (c.f.s.) 7Y RCP DIAMETER OR TRAP CHANNEL WIDTH x DEPTH MAINLINE STORM DRAIN FLOWTHROUGH FREQUENCY/PEAK FLOW RATE (c.f.s.) RCP DIAMETER OR TRAP CHANNEL WIDTH x DEPTH 025=490 72" PROJECT DRAINAGE AREA SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 MODEL-2 WITH BASIN BY JLD DATE JUL 88 PLANNING FILE NO. PM—D1-115 Q100=1506 Bxd=10'x8' i \ /4„ ‘Ps• PLATE NO. 5 0 0100=3175 x10.5'RCB 5th 1n 0100=2348 th 14x9.5 R 0100=3098 14'x9.5' RC8 2nd SAN BERNARDINO CO. RIVERSIDE CO. 0100=711 96" RCP 2000 ft. IMMIX LEGEND TION BASIN 025=490 FLOWBY FREOUDNCY/PEN( FLOW RATE (c.f .) 72' RCP DIAMETER OR TRAP CHANNEL WIDTH x DEPTH MAINLINE STORM DRAIN 025=490 7,. MOM FLOWTHROUGH RCP DIAMETER OR TRAP CHANNEL QUENCY/PM RCN ) EL WIDTH x DEPTH PROJECT DRAINAGE AREA C� i 3% Is SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 0100=750 102* RCP 0100=1973 15'x10' RCB i I 0100=0 RCP=0 1=15T2 10'x9.5' RC8 0100=2054 12'x9.5' RC8 0100=1625 *".10'x9.5' RCB COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 MODEL-3 WITH BASIN BY JLD DATE SEP 88 PLANNING FILE NO. PM—D1-115 0100=2137 12'x9.5' RCS 0100=1682 10'x9.5' RCB 0100=2194 12'x10' RC8 r L I 0100=1682 10'x10' RCB 0100=2194 12'x10' RCB iM EL RIVINO 'WILSON ST. VIA RICARDO - O w U >> 0100=1682 10'x7.5' IC FLE 0100=2194 10'x8' TCC OOD ST. RIVERSIDE CO. BROWN AVE. 0 SAN BERNARDINO PLATE NO. 6 L'ON 31V1d SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT Subarea A Subarea B 0 8000 ft. 7-2 swF BERR►nnMo RIVERSIDE COUNTY ONO P I-10, FREEWAY mom LEGEND MAINLINE STORM DRAIN LOCAL STORM DRAINS PROJECT DRAINAGE AREA FLEEIWOOD DEVELOPMENT DISTRIBUTION COUNTY r_?`�"" / REV. FEB 92 L 1 <10% VACANT HILLSIDE 50% VACAN. 70% VACANT 80%.VACANT 100% VACANT PUBLIC LANDS • SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 MODEL-1 LOCAL AREA DRAINAGE PLAN BY JLD DATE JUL 88 ACM FILE PXI-21D PUNNING FILE NO. PLI -DI -115 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT Subarea A Subarea B 1 10 FREEWAY 01 r 3 • • . • . • • • • • • • • . • • • • • • .cr ...... • • • • • ' • • • • • • • • • • • • • • • ' .• . . . . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • ' • • • • • . . . . . . . . . . . . . . . . . . . . . . • • ' • • • • • • • " • • • • • • • • • • • • CITY OF FONTANA.:::. .2d..21122AMP RIVERSIDE COMFY JURUPA • ............... =RIR INIIND LEGEND MAINLINE STORM DRAIN 4000 ft. LOCAL STORM DRAINS - - - PROJECT DRAINAGE AREA I • • I CITY LIMITS ALL UNINCORPORATED AREAS OF PROJECT LIE WITHIN CITY OF RIALTO SPHERE OF INFLUENCE OMB NINO rl GE YARDS • • • • - • • • • • • ....... 111LOYEAP,..., ALTO. . . . . . . . . .... • • • • • • • . • ................. WILSOP1 ST. SAN BERNARDINO COUNTY I FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 CITY INFLUENCE LOCAL AREA DRAINAGE PLAN REV. SEP 91 BY JLD ACAD FILL [PLANNING ILE NO. DATE JUL 88 PX1-210 J PIA-DI-115 JURUPA (15 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 010.45 r 010.130 8s 13 Subarea B a X 025.450 14th § 13th - • 00.21 5 is 025.240 7(T 05490 lth 1 otha� 9th a 5th SAN BERNARDINO COUNTY RIVERSIDE COUNTY _ 30 a 0100.2215 ® 8.4.W. 0100.2402 7th 13 4th 3rd 2nd de Dth ST 0100-2725 ritrns 025425 120' Min 5 025.79 0 1 LP EL RMNO i WI SON ST. NA RICARDO 13 021.355 025.255 7s E¢ §a 0/ Tir 0, v4? SUBAREA B ACTUAL CONSTRUCTION COST: MODEL 1 = $15.3 MILLION MODEL 2 = $12.2 MILLION DIFFERENCE = $ 3.1 MILUON SUBAREA A's FAIR SHARE COST OF SUBAREA B CONSTRUCTION 0, 4440 / ' �j• / c.r. , _ SAN BERNARDINO COUNTY / RIVERSIDE COUNTY , ,1% , / f MEW 025MODEL I NUNE ST df..) AND SIZE 7y RCP 0IM 10R 0R TRAP QWwEL WWI . OWN MODEL 2 STORM DRAIN SIZE tCr A1c "W RATE (cia.) RCP OVA. 0R OW4IQ. WaD LOCAL STORM DRAINS — SUBAREA 8 DRAINAGE AIDE , / / i 0 2000 ft. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 SUBAREA B FACILITIES COMPARISON BY JLD ACM FILE KAFILE N0. DATE JUN 91 I NNMC P115SUBB PM-DI-115 XI. APPENDIX MA' Reooarnded Plan Cost Estimate 21 r- VIM VMS MIN I A3 L_ ti S O8 1 L 1 i I 0 40'Tt. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN PROJECT 3-4 MODEL-1 EXISTING ALIGNMENT REVISED SEP 91 BY JLD DATE JUL 88 ACAD FILE PLANNING FILE NO. P115D12 PM—D1-115/e • SBCFCD — PROJECT 3-4, MODEL-1 12—Sep-91 • PAGE 1 MODEL-1 EXISTING ALIGNMENT,PROJECT 3-4 Estimates as of 9-17-88, file: Cost-1 DESCRIPTION QUANTITY UNIT UNIT PRICE ESTIMATED COST LINE A 72' RCP 1320.00 LF $214. $282,480 93" RCP . 1320.00 LF $310 $409,200 114" RCP 2640.00 LF . $393 $1,037,520 120" RCP 660.00 LF $414 $273,240 MANHOLE NO.2 72' 1.00 Ea $3,201 $3,201 93" 1.00 Ea $4,293 $4,293 114" TO 120" 1.00 Ea $5,774 $5,774 114" 3.00 Ea $5,620 $16,860 120" 1.00 Ea $5,928 $5,928 MANHOLE NO.4 42" TO 72" & 45" 1.00 Ea $4,504 $4,504 45" TO 93" & 72' 1.00 Ea $5,388 $5,388 51" TO 114" & 93" 1.00 Ea $6,978 $6,978 120" TO 120" & 48" 1.00 Ea $6,325 $6,325 TOTAL LINE A $2,061,691 LINE A2 36" 1320.00 LF 42" 1320.00 LF MANHOLE NO.2 $112 $127 $147,840 $167,640 36" TO 42" 1.00 Ea $2,185 $2,185 36" 2.00 Ea $2,185 $4,370 42" 1.00 Ea $2,185 $2,185 TOTAL LINE A2 $324,220 SBCFCD — PROJECT 3-4, flibEL-1 12—Sep-91 PAGE 2 LINE A3 36" 1320.00 LF $112 $147,840 45" 1320.00 LF $131 $172,920 MANHOLE NO.2 36" TO 45" 1.00 Ea $2,185 $2,185 36" 2.00 Ea $2,185 $4,370 45" 1.00 Ea $2,263 $2,263 TOTAL LINE A3 $8,818 LINE A4 30" 1000.00 LF $101 $101,000 51" 2640.00 LF $139 $366,960 MANHOLE NO.2 30" TO 51" 1.00 Ea $2,225 $2,225 30" 1.00 Ea $2,185 $2,185 51" 3.00 Ea $2,416 $7,248 TOTAL LINE A4 $479,618 SUBTOTAL $2,874,347 ******************************1**4*************************,*1**************1*******************4 SBCFCD — PROJECT 3-4,•DEL-1 12—Sep-91 PAGE 3 LINE B 39" RCP 45" RCP 48" RCP 120" RCP MANHOLE NO. 2 240.00 LF $123 $29,520 1320.00 LF $134 $176,880 1320.00 LF $140 $184,800 3820.00 LF $413 $1,577,660 45" TO 48" 1.00 Ea $2,340 $2,340 36" 1.00 Ea $2,224 $2,224 39" 1.00 Ea $2,224 $2,224 45" 1.00 Ea $2,302 $2,302 48" 1.00 Ea $2,377 $2,377 54" 1.00 Ea $2,530 $2,530 120" 3.00 Ea $5,928 $17,784 MANHOLE NO.4 54" TO 45" & 39" 36" TO 120" & 120" TOTAL LINE B LINE B1 54" RCP MANHOLE NO. 2 54" 1.00 Ea $4,313 $4,313 1.00 Ea $7,422 $7,422 $2,012,376 660.00 LF - $148 $97,680 1.00 Ea $2,530 $2,530 TOTAL LINE B1 $100,210 LINE B2 36" RCP 660.00 LF $112 $73,920 MANHOLE NO. 2 36" 2.00 Ea $2,185 $4,370 TOTAL LINE B2 $78,290 SUBTOTAL $2,190,876 **********************************4**************:************* ************ ******************� • SBCFCD — PROJECT 3-4, MODEL-1 12—Sep-91 PAGE 4 LINE C 69" RCP 1380.00 LF $209 $288,420 78" RCP 1380.00 LF $249 $343,620 81" RCP 1780.00 LF $255 $453,900 87' RCP 850.00 LF $286 $243,100 MANHOLE NO. 2 69" TO 78" 1.00 Ea $3,526 $3,526 78" TO 81" 1.00 Ea $3,622 $3,622 81" TO 87" 1.00 Ea $3,660 $3,660 87' 2.00 Ea $3,814 $7,628 81" 4.00 Ea $3,526 $14,104 78" 1.00 Ea $3,640 $3,640 69" 1.00 Ea $3,297 $3,297 63" 1.00 Ea $2,894 $2,894 48" 1.00 Ea $2,512 $2,512 TOTAL LINE C $1,373,923 SUBTOTAL $1,373,923 ***********:k*******************1**I**************:************k:**************-*******************1 • • SBCFCD - PROJECT 3-4, MODEL-1 12-Sep-91 PAGE 5 LINE D T.C.C. B=10' d=8.5' 3003.38 C.Y. $298 $895,006 R/W COST 6.92 ACRES $90,000 $622,800 B=10' d=11' 1820.91 'C.Y. $298 $542,630 R/W COST 3.77 ACRES $90,000 $339,300 n=.015 Z=1.5:1 SLAB THICKNESS = 6" 108" RCP 2640.00 LF $364 $960,960 MANHOLE NO. 2 87' TO 108" 1.00 Ea $3,832 $3,832 108" 5.00 Ea $5,140 $25,700 TOTAL LINE D $3,390,228 LINE D1 42" RCP 1320.00 LF $131 $172,920 45" RCP 1320.00 LF - $137 $180,840 48" RCP 1980.00 LF $142 $281,160 51" RCP 950.00 LF $146 $138,700 MANHOLE NO.2 42" TO 45" 1.00 Ea $2,321 $2,321 45" TO 48" 1.00 Ea $2,397 $2,397 48" TO 51" 1.00 Ea $2,473 $2,473 423.00 Ea $2,281 $6,843 45" 2.00 Ea $2,359 $4,718 48" 3.00 Ea $2,435 $7,305 51" 1.00 Ea $2,512 $2,512. TOTAL LINE D1 $802,189 LINE D2 39" RCP 1140.00 LF $124 $141,360 45" RCP 1320.00 LF $137 $180,840 48" RCP 1320.00 LF $142 $187,440 60" RCP 1320.00 LF $165 $217,800 63' RCP 1070.00 LF $174 $186,180 SBCFCD - PROJECT 3-4, MODEL-1 12-Sep-91 PAGE 6 MANHOLE NO. 2 39" TO 45" 1.00 Ea $2,281 $2,281 45" TO 48" 1.00 Ea $2,397 $2,397 48" TO 60" 1.00 Ea $2,588 $2,588 60" TO 63" 1.00 Ea $2,780 $2,780 39" 2.00 Ea $2,281 $4,562 45" 1.00 Ea $2,359 $2,359 48" 2.00 Ea $2,435 $4,870 60" 2.00 Ea $2,648 $5,296 TOTAL LINE D2 $940,753 LINE D3 39" RCP 1320.00 LF $124 $163,680 45" RCP 1320.00 LF $137 $180,840 48" RCP 1320.00 LF $142 $187,440 51" RCP 1320.00 LF $146 $192,720 57' RCP 1100.00 LF $157 $172,700 MANHOLE NO.2 39" TO 45" 1.00 Ea $2,281 $2,281 45" TO 48" 1.00 Ea $2,397 $2,397 48" TO 51" 1.00 Ea - $2,473 $2,473 51" TO 57" 1.00 Ea $2,588 $2,588 39" 2.00 Ea $2,281 $4,562 45" 2.00 Ea $2,359 $4,718 48" 2.00 Ea $2,435 $4,870 51" 1.00 Ea $2,512 $2,512 TOTAL LINE D3 $923,781 SUBTOTAL $6,056,951 *******************************4**/*************************,i:************* ******************1 SBCFCD - PROJECT 3-4, •DEL-1 12-Sep-91 PAGE 7 LINE E T.C.C. B=10' d=5.5' 1077.21 C.Y. $298 $321,010 R/W COST 2.98 ACRES $90,000 $268,200 B=10' d=10' 3778.26 C.Y. $298 $1,125,921 RAW COST 8.14 ACRES $90,000 $732,600 B =10' d =11' 2483.05 C.Y. $298 $739,950 RAN COST 5.14 ACRES $90,000 $462,600 n=.015 Z=1.5:1 SLAB THICKNESS = 6" R.C.C. B=25' d=15' 3800.00 C.Y. $381 $1,447,800 RAN COST 2.77 ACRES $90,000 $249,300 n=.014 WALL & SLAB THICKNESS = 12" TOTAL LINE E LINE El $5,347,381 45" RCP 1320.00 LF $137 $180,840 48" RCP 1320.00 LF ' $142 $187,440 51" RCP 1380.00 LF $146 $201,480 60" RCP 1380.00 LF $165 $227,700 75" RCP 440.00 LF $226 $99,440 MANHOLE NO. 2 45" TO 48" 1.00 Ea $2,397 $2,397 48" TO 51" 1.00 Ea $2,473 $2,473 51" TO 60" 1.00 Ea $2,627 $2,627 60" TO 75" 1.00 Ea $3,028 $3,028 45" 2.00 Ea $2,359 $4,718 48" 1.00 Ea $2,435 $2,435 51" 1.00 • Ea $2,512 $2,512 60" 1.00 Ea $2,648 $2,648 TOTAL LINE El $919,738 SBCFCD — PROJECT 3-4,DEL-1 12—Sep-91 PAGE 8 LINE E2 42" RCP 1320.00 LF $131 $172,920 48" RCP 1320.00 LF $142 $187,440 78" RCP 950.00 LF $238 $226,100 MANHOLE NO. 2 42" TO 48" 1.00 Ea $2,359 $2,359 48" TO 78" 1.00 Ea $3,047 $3,047 42" 2.00 Ea $2,281 $4,562 48" 2.00 Ea $2,397 $4,794 TOTAL LINE E2 LINE E3 36" RCP MANHOLE NO.2 36" $601,222 1250.00 LF $112 $140,000 2.00 Ea $2,185 $4,370 TOTAL LINE E3 $144,370 LINE E4 54" RCP 1400.00 LF $151 $211,400 63" RCP 1200.00 LF $174 $208,800 MANHOLE NO. 2 54" TO 63" 1.00 Ea $2,703 $2,703 54" 3.00 Ea $2,588 $7,764 63" 1.00 Ea $2,818 $2,818 TOTAL LINE E4 $433,485 SUBTOTAL $7,446,196 *******************************H*****************t************* ************ ******************� L SBCFCD — PROJECT 3-4, DEL-1 12—Sep-91 PAGE 9 LINE F 45" RCP 66" RCP 90" RCP 108" RCP 120" RCP MANHOLE NO.2 1500.00 LF $142. $213,000 3320.00 LF $192 $637,440 1410.00 LF $300 $423,000 2670.00 LF $364 $971,880 5700.00 LF $414 $2,359,800 45" TO 66" 1.00 Ea $2,780 $2,780 90" TO 108" 1.00 Ea $4,678 $4,678 108" TO 120" 1.00 Ea $5,620 $5,620 45" 2.00 Ea $2,512 $5,024 66" 4.00 Ea $3,047 $12,188 90" 2.00 Ea $4,139 $8,278 108" 3.00 Ea , $5,140 $15,420 120" 7.00 Ea $5,928 $41,496 MANHOLE NO.4 72' TO 90" & 66" 1.00 Ea $6,421 $6,421 EXCAVATION & HAULING 120" RCP 193414 . C.Y. $4 $773,656 TOTAL LINE F $5,480,681 SUBTOTAL $5,480,681 ***********11*******************1**I**************:*************************** *******************r SBCFCD - PROJECT 3-4, ODEL-1 12—Sep-91 PAGE 10 LINE G 54" RCP 510.00 LF $157 $80,070 69" RCP 1360.00 LF $202 $274,720 72" RCP 1060.00 LF $214 $226,840 75" RCP 400.00 LF $226 $90,400 78" RCP 2380.00 LF $238 $566,440 MANHOLE NO. 2 54" TO 69" 1.00 Ea $2,933 $2,933 69" TO 72' 1.00 Ea $3,163 $3,163 72' TO 75" 1.00 Ea $2,359 $2,359 75" TO 78" 1.00 Ea $3,353 $3,353 78" TO 72" 1.00 Ea $3,316 $3,316 54" 1.00 Ea $2,740 $2,740 69" 1.00 Ea $3,124 $3,124 72" 2.00 Ea $3,201 $6,402 78" 2.00 Ea $3,391 $6,782 TOTAL LINE G $1,272,642 SUBTOTAL $1,272,642 TOTAL $26,695,616 15 PERCENT CONTINGENCIES $4,004,342 GRAND TOTAL $30,699,958 P/?t I Z/ � C f f ` 3�C� �r� , r' 141-241-41a�-Li`= l��f�> ! v �/ram `j_ r irJ My 4,„ CITY OF FONTANA CALIFORNIA MEMORANDUM TO: GREG HULSIZER COMMUNITY DEVELOPMENT DIRECTOR FROM: KEN JESKE PUBLIC WOKS MANAGER SUBJECT: RUTH O. HARRIS JUNIOR HIGH SCHOOL DATE: May 5, 1992 C7�ey`` t'.z.7f T<.h /2 This school site was originally proposed on the Haagen Project site and was moved to the east -side of Tamarind pursuant to an agreement between the City, Ten -Ninety Company, Haagen Company and Colton Unified School District (C.U.S.D.). The City, at that time, had agreed to make sewer available from Master Plan facilities, to the new site which is in County unincorporated territory within the sphere of influence of the City of Rialto. No contact was made with Rialto at that time, however Fontana has subsequently reached agreement with Rialto regarding service to this site. According to the previous service scenario (when the agreement was entered) C.U.S.D. would have been required to install a lift station to serve Ruth Harris Jr.High School and pump the sewage flow up to Jurupa Avenue where flow would enter the City Sewer Master Plan system, thence flowing west to Chino Basin MWD. Under the current sewer plan, capacity is available at Tamarind and Santa Ana Avenue, thence east to the Rialto Sewer Plant. The City of Fontana master plan system ends at Tamarind/Santa Ana Avenue. The City of Rialto has constructed a Rialto Master Plan sewer interceptor at Santa Ana Avenue to serve the connection with Fontana east to the Rialto Treatment Plant. A lift station will be required to serve the school site as well as projects to the south (Kellen, South Park and Empire Center Regional Mall Site). To answer the 5 questions posed by Colton Unified School District: 1) The agreement with City of Rialto is in place and flows (from Palm Court to Rialto Sewer Plant) are occurring through the connection point at Santa Ana/Tamarind Avenue. 2) Discussions are underway with South Park in regards to funding the Master Plan Lift Station and force main. A fair share analysis has been completed and Greg Gage, C.U.S.D., was given a copy. May 5, 1992 Page 2 3) The initial Lift Station design was performed by Hall and Foreman Engineering, for the Haagen Company. The final design is not yet complete. 4) The Lift Station is not required for the first two (2) phases of the Empire Center project, therefore, its construction schedule will be dependent upon a development schedule for South Park. Due to the economy and developer's schedule, the project has been delayed pending final agreement and scheduling with South Park (1st Cities Properties). As a result, it may be necessary for the School District to construct a temporary Lift Station to connect sewer flow to Tamarind/Santa Ana Avenue. Rialto advises that environmental review has not been conducted to use the Rialto Master Plan, Santa Ana line, as a collector (it may only be as an interceptor from the Fontana system to the treatment plant). Therefore, this C.U.S.D. connection will need to be made on the Fontana side of Tamarind/Santa Ana Avenue. 5) Harold Garcelon, of Hall and Foreman, has elevations for the proposed Fontana Master Plan Lift Station. If necessary, a meeting can be scheduled with City Engineering, Hall and Foreman and the School District contractors. KJ:dea Attac ment c: City Engineer SEWER\RUTHJRHS. MEMI Coitori Joint U nifiee School District 'Herbert R. Fischer, Ph.D., ';uRcruntenuent BOARD OF EDUC.ATIO\ Mr. Ray Abril, Jr., President Mrs. Patricia I. \ix, Vice President Mr. Arlie R. Hubbard, Clerk Mr. Donald R. Alvarez Mrs. Dortha E. Cooley Mrs. Maria Lopez -Carson Mrs. Phyllis V. Zimmerman Mr. Jay M. Corey, Manager City of Fontana 8353 Sierra Ave. Fontana, CA 92335 Dear Jay: oining Together to Go th•_ April 16, 1992 i1 - / The following issue has been brought to my attention by our facilities staff. The construction of the the Ruth 0. Harris Junior High School appears to be on track for opening September, 1993, subject to the completion of the various construction projects on the projected timeline. There is one area that continues to be a concern for us, and that is the sewer lift station to be installed by the City of Fontana. Our Facilities Director, Greg Gage, has been in contact with Fontana City Officers but cannot seem to obtain a defined timeline for this project. The following issues need to be addressed by the City of Fontana: 1. Is the agreement with the City of Rialto in place? 2. Has the sewar lift station and force main been funded? 3. Has the City completed the design and when may the District obtain a print? 4. What is the construction schedule and projected completion date? 5. At what point can the District contractor become interfaced with the City on the project? Our projection is that this sewer system needs to be operational by May, 1993, or there is a real possibility that the junior high school will not open in September, 1993. Could you ask your staff to respond to these questions so that you and I can discuss them at our breakfast at Carrows on Friday, May 15, 1992, at 7:30 a.m.? I will appreciate your attention to this matter and look forward to seeing you R. Fischer, Ph.D. rintendent ak 1212 Valencia Drive • Colton, CA 92324-1798 • (714) 876-4216 An Equal Opportunity - Affirmative Action Employer AGENDA RUTH O'HARRIS JUNIOR HIGH SCHOOL RE: CITY/RDA/TEN-NINETY AGREEMENTS AUGUST 16, 1992 2:00 - 3:30 PM DEVELOPMENT ADVISORY CONFERENCE ROOM TOPICS: 1. Background Summary 2. Review of Legal Documents Requirements - i.e., Implementation reponsibility and financial responsibility 3. Sewerage System - Interim or Permanent 4. .Drainage System 5. Tamarind Avenue Plans, Earl Buchanan Enclosures: 7/6/92 Ten -Ninety Letter 6/28/92 Ten -Ninety Memorandum 9/3/92 RDA Letter REQUESTED ATTENDEES: Steve Deitsch, Best, Best & Krieger Josh Gottheim, Brown, Winfield & Canzoneri Greg Gage, CJUSD Bob Weddle Don Gee Ken Jeske Kurt Anderson Felipe Molinos John Riley Weldon Babino cc: Community Development Director Redevelopment Director Principal Engineer/Special Projects Bob Weddle S. Deitsch J. Gottheim K. Jeske Bob Weddle Bob Weddle J. Riley G. Gage • Ten-Ninery.Lrd- July 6, 1992 Mr. Don Gee, Redevelopment Manager FONTANA REDEVELOPMENT AGENCY 8353 Sierra Avenue Fontana, California 92335 RE: Ruth O'Harris Junior High School Dear Don, The County has raised several issues regarding drainage for the current Junior High School Site. As you recall, the Agency and City requested Colton Joint Unified School District to relocate the school site to accommodate the development of Empire Center. The District agreed to the relocation of the Junior High School Site subject to the Agency and City requiring Empire Center to pay for additional costs incurred from the relocation and development of an alternative site and for the Agency to assure utilities for the alternative site. The three issues are: 1. The drainage east of Alder. The Flood Control District had an easement and let the owner build a home over the easement. Now, the Flood Control District wants the Agency to negotiate and/or condemn an equivalent thirty feet (30') along the southerly thirty feet (30') of this lot. 2. The Flood Control District wants some agreement from the Agency regarding maintenance of the detention basin and the on site storm drain within the school property. 3. TheCounty wants final plans on Tamarind Avenue and Jurupa Avenue approved by the City and the County and are now requiring Ten -Ninety to post a bond for curb and gutter in front of Earl Buchanan's property. Also, Earl Buchanan wants Ten -Ninety and the Agency to guarantee payment of the lease payments from tax increment and have the payments made quarterly by the Fiscal Agent. Corporate Office: 7072 Garfield Avenue, Huntington Beach, California 92648 Telephone (714) 842-5527 (213) 592-2326 Southridge Village Jobsite: 14785 Village Drive, Fontana. California 92335 Telephone (714) 823-4430 • • Mr. Don Gee July 6, 1992 Page Two If you have any questions, please give me a call. Sincerely, TEN -NINETY, TD. Wesley ylen, Consultant WH/cb cc: Stephen Deitsch, Esq. Greg Gage, CJUSD Earl Buchanan Chuck Laird, SBCFCD Ten -Ninety, Ltd. 44 5. I Ten-NineivaLrd. MEMO TO: Greg Gage, Colton Joint Unified School District FROM: G Wes Hylen, Ten -Ninety, Ltd. DATE: August 28, 1992 SUBJECT: Outstanding Drainage Issues Ruth O'Harris Junior High School 1. The County is completing a draft easement agreement for the Detention Basin. When this is acceptable to all parties, then the Parcel Map should be ready to record. 2. The County is revising the wording on the Parcel Map and will send it with the easement. 3. Ten -Ninety will have the lease finalized and signed as soon as the separate easement document and map can be finaled. ...,, .r ,...:•xy .,. r ..:� �^ n§'..:*c•3cr� .r •r�r,:tw 4f n,`a "� 1 4 ?Y h`L.sn 4`pj'F an +p�mr.:,^:!R4 ,,,,•'i KK The maintenance of the basin and onsite storm drain facilities will be maintained by the City/Agency. This includes the cleanout of the basin and pumping of water after each storm from the pipeline and basin and periodic cleanout of the pipeline. ,,_„, .,, r ",•^rr+ F�* 4s '.,,�',.ty qi rar•, h,_ ....'r".i..'i..e"iv.'..'i*> 'if';;"^'r.ti., :>rr�or+. .c;';5,f.^•xio..a r� r.F„.. The County wants an easement for the storm drain pipeline through the school site. 234 4 5s�iS rq RECEIVED t g Redevelopment T- Ilousing w z6�a`�'� 6. The issue of the drainage ditch east of Alder probably will not be addressed or considered until the State and local elections are history. Probably in January, 1993 we should review this issue. 7. There will be overflow from the basin until the pipeline is extended under Alder Avenue and the drainage ditch is constructed east of Alder. This may impact use of the basketball courts during a rain. If the basin is pumped out after every storm, then this should be mitigated to some extent. I believe these are all of the drainage issues. What do we need to do from your perspective to finalize all of these issues over the next few months? cc: Earl Buchanan Sy Zermeno Chuck Laird Don Gee Greg Bucknell Ten -Ninety, Ltd. Corporate Office: 7072 Garfield Avenue, Huntington Beach, California 92648-1599 Telephone (714) 842-5527 (213) 592-2326 Southridge Village Jobsite: 14785 Village Drive, Fontana, California 92335 Telephone (714) 823-4430 • City of Fontana CALIFORNIA September 3, 1992 Mr. Wes Hylen .Ten -Ninety, LTD. '14785 Village Drive Fontana,• CA 92335 Re: Ruth O'Harris Junior High School Dear Wes: This letter is in regards to your letter of July 6, 1992, concerning the drainage easement east of Alder, the maintenance of the detention basin and the on -site storm drain within the school property, and the final street plans on Tamarind Avenue and Jurupa Avenue. I discussed the drainage easement issue with Josh Gottheim and Steve Deitsch. They both feel that it is not the responsibility of the Agency to negotiate and/or condemn any property to obtain an easement. The Flood Control District had obtained an easement, but the County issued a building permit to the owner which allowed.the owner to build a home over the easement. Mr. Gottheim and Mr. Deitsch feel that it is the County's responsibility to obtain the easement. I will be meeting with personnel in the Engineering Department to determine who is responsible for the maintenance of the detention basin and the on -site storm drain, and to determine the status of the street plans. If you have questions, please give me a call. I will keep you informed on what I discover. Sincerely, Redevelopment and Housing Department Redevelopment Division /JAL --LaL Weldon R. Babino Jr. Assistant Planner cc: Stephen Deitsch Josh Gottheim Greg Gage Ten -Ninety, LTD. 8363 SIERRA AVENUE (P.O. BOX 618) • FONTANA. CALIFORNIA 92334.0618 • (714) 350.7600 SISTER CITY — KAMLOOPS, B.C. CANADA • 1,6,,--Tzt,pLe__________ •14--(-- -4-,J-70,-11 /74,y/ eemd,. e k z51.1(t,e..__04c4_,Ii AGENDA tt S 3 4/ B1/49 O RUTH O'HARRIS JUNIOR HIGH SCHOOL RE: CITY/RDA/TEN-NINETY AGREEMENTS SEPTEMBER 23, 1992 3:00 - 4:00 PM Ol 1) EXECUTIVE CONFERENCE ROOM 4 J TOPICS: 1. Results of Legal Analysis of Financial Responsibility/Obligations 2. Design/Construction Budgets a. Sewer System b. Drainage c. Environmental S. Deitsch F. Molinos K. Anderson 3. Design Team F. Molinos J. Riley 4. Right -of -Way W. Babino a. Ten -Ninety Easement Prep J. Riley b. Eminent Domain Agency REQUESTED ATTENDEES: Steve Deitsch, Best, Best & Krieger Josh Gottheim, Brown, Winfield & Canzoneri Bob Weddle Don Gee Ken Jeske Kurt Anderson Felipe Molinos Weldon Babino cc: Community Development Director Redevelopment and Housing Director Principal Engineer/Special Projects c: \data\wp\weddle\ruthohar. age e,� AGENDA RUTH O'HARRIS JUNIOR HIGH SCHOOL RE: CITY/RDA/TEN-NINETY AGREEMENTS SEPTEMBER 23, 1992 3:00 - 4:00 PM EXECUTIVE CONFERENCE ROOM TOPICS: 1. Results of Legal Analysis of S. Deitsch Financial Responsibility/Obligations 2. Design/Construction Budgets a. Sewer System b. Drainage c. Environmental F. Molinos K. Anderson 3. Design Team F. Molinos J. Riley 4. Right -of -Way W. Babino a. Ten -Ninety Easement Prep J. Riley b. Eminent Domain Agency — REQUESTED ATTENDEES: Steve Deitsch, Best, Best & Krieger Josh Gottheim, Brown, Winfield & Canzoneri Bob Weddle Don Gee Ken Jeske Kurt Anderson Felipe Molinos Weldon Babino cc: Community Development Director Redevelopment and Housing Director Principal Engineer/Special Projects c: \data\wp\weddle\ruthohar. age GENDA .TH O'HARRISAJUNIOR HIGH SCH001111 RE: CITY/RDA/TEN-NINETY AGREEMENTS SEPTEMBER 16, 1992 2:00 - 3:30 PM DEVELOPMENT ADVISORY CONFERENCE ROOM TOPICS: 1. Background Summary 2. Review of Legal Documents Requirements - i.e., Implementation reponsibility and financial responsibility 3. Sewerage System - Interim or Permanent 4. Drainage System 5. Tamarind Avenue Plans, Earl Buchanan Enclosures: 7/6/92 Ten -Ninety Letter 6/28/92 Ten -Ninety Memorandum 9/3/92 RDA Letter REQUESTED ATTENDEES: 'Steve Deitsch, Best, Best & Krieger 'Josh Gottheim, Brown, Winfield & Canzoneri Greg Gage, CJUSD -Bob Weddle Don Gee 'Ken Jeske Kurt Anderson 'Felipe Molinos John Riley Weldon Babino cc: Community Development Director Redevelopment Director Principal Engineer/Special Projects Bob Weddle S. Deitsch J. Gottheim K. Jeske Bob Weddle Bob Weddle J. Riley G. Gage Jo. ti A • Ten-Ninesy ,Lid. July 6, 1992 Mr. Don Gee, Redevelopment Manager FONTANA REDEVELOPMENT AGENCY 8353 Sierra Avenue Fontana, California 92335 RE: Ruth O'Harris Junior High School Dear Don, The County has raised several issues regarding drainage for the current Junior High School Site. As you recall, the Agency and City requested Colton Joint Unified School District to relocate the school site to accommodate the development of Empire Center. The District agreed to the relocation of the Junior High School Site subject to the Agency and City requiring Empire Center to pay for additional costs incurred from the relocation and development of an alternative site and for the Agency to assure utilities for the alternative site. The three issues are: 1. The drainage east of Alder. The Flood Control District had an easement and let the owner build a home over the easement. Now, the Flood Control District wants the Agency to negotiate and/or condemn an equivalent thirty feet (30') along the southerly thirty feet (30') of this lot. 2. The Flood Control District wants some agreement from the Agency regarding maintenance of the detention basin and the on site storm drain within the school property. 3. The County wants final plans on Tamarind Avenue and Jurupa Avenue approved by the City and the County and are now requiring Ten -Ninety to post a bond for curb and gutter in front of Earl Buchanan's property. Also, Earl Buchanan wants Ten -Ninety and the Agency to guarantee payment of the lease payments from tax increment and have the payments made quarterly by the Fiscal Agent. Corporate Office: 7072 Garfield Avenue, Huntington Beach, California 92648 Telephone (714) 842-5527 (213) 592-2326 Southridge Village Jobsite: 14785 Village Drive, Fontana, California 92335 Telephone (714) 823-4430 • • Mr. Don Gee July 6, 1992 Page Two If you have any questions, please give me a call. Sincerely, TEN -NINETY, TD. len Wesley y , Consultant WH/cb cc: Stephen Deitsch, Esq. Greg Gage, CJUSD Earl Buchanan Chuck Laird, SBCFCD Ten -Ninety, Ltd. Yen-Ninery . Lid. MEMO TO: Greg Gage, Colton Joint Unified School District FROM: 4, Wes Hylen, Ten -Ninety, Ltd. DATE: August 28, 1992 SUBJECT: Outstanding Drainage Issues Ruth O'Harris Junior High School 1. The County is completing a draft easement agreement for the Detention Basin. When this is acceptable to all parties, then the Parcel Map should be ready to record. 2. The County is revising the wording on the Parcel Map and will send it with the easement. 3. Ten -Ninety will have the lease finalized and signed as soon as the separate easement document and map can be finaled. 2346 30 � `rt9 l SEP 1992 �Q N RECEIVED g Redevelopment --Housing -eta.0z6r . The maintenance of the basin and onsite storm drain facilities will be maintained by the City/Agency. This includes the cleanout of the basin and pumping of water after each storm from the pipeline and basin and periodic cleanout of the pipeline. 5. The County wants an easement for the storm drain pipeline through the'school site. 6. The issue of the drainage ditch•east of Alder probably will not be addressed or considered until the State and local elections are history. Probably in January, 1993 we should review this issue. 7. There will be overflow from the basin until the pipeline is extended under Alder Avenue and the drainage ditch is constructed east of Alder. This may impact use of the basketball courts during a rain. If the basin is pumped out after every storm, then this should be mitigated to some extent. I believe these are all of the drainage issues. What do we need to do from your perspective to finalize all of these issues over the next few months? cc: Earl Buchanan Sy Zermeno Chuck Laird Don Gee Greg Bucknell Ten -Ninety, Ltd. Corporate Office: 7072 Garfield Avenue, Huntington Beach, California 92648-1599 Telephone (714) 842-5527 (213) 592-2326 Southridge Village Jobsite: 14785 Village Drive, Fontana, California 92335 Telephone (714) 823-4430 City of Fontana CALIFORNIA September 3, 1992 Mr. Wes Hylen Ten -Ninety, LTD. .14785 Village Drive Fontana,• CA 92335 Re: Ruth O'Harris Junior High School Dear Wes: This letter is in regards to your letter of July 6, 1992, concerning the drainage easement east of Alder, the maintenance of the detention basin and the on -site storm drain within the school property, and the final street plans on Tamarind Avenue and Jurupa Avenue. I discussed the drainage easement issue with Josh Gottheim and Steve Deitsch. They both feel that it is not the responsibility of the Agency to negotiate and/or condemn any property to obtain an easement. The Flood Control District had obtained an easement, but the County issued a building permit to the owner which allowed -the owner to build a home over the easement. Mr. Gottheim and Mr. Deitsch feel that it is the County's responsibility to obtain the easement. I will be meeting with personnel in the Engineering Department to determine who is responsible for the maintenance of the detention basin and the on -site storm drain, and to determine the status of the street plans. If you have questions, please give me a call. I will keep you informed on what I discover. Sincerely, Redevelopment and Housing Department Redevelopment Division /JAL Weldon R. Babino Jr: Assistant Planner cc: Stephen Deitsch Josh Gottheim Greg Gage Ten -Ninety, LTD. 8353 SIERRA AVENUE (P.O. SOX 518) • FONTANA, CALIFORNIA 92334.0518 • (714) 350.7600 SISTER CITY — KAMLOOPS, B.C. CANADA CITY OF FONTANA CALIFORNIA MEMORANDUM TO: FELIPE MOLINOS, P.E. PRINCIPAL CIVIL ENGINEER/CAPITAL PROJECTS FROM: JOHN RILEY1— ASSOCIATE ENGINEER/SPECIAL PROJECTS SUBJECT: TAMARIND SEWER LIFT STATION NO. 8 NPDES PERMIT APPLICATION DATE: JANUARY 19, 1992 As requested, I have completed the "Notice of Intent" for the NPDES permit application. At this time I will need to file the Notice with the State Water Quality Control Board. To do so, I will need to send them a check in the amount of .$250.00. Please process the required paperwork to have a check prepared in the amount previously stated and made payable to the State Water Quality Control Board. Once I have received the check I will have Mr. Weddle sign the Notice and mail it to them. If you have any further questions in this matter please let me know. cc: City Engineer Principal Civil Engineer/Special Projects File c:\data\wp\riley\tamswrlf.mem JR:yv BOARD OF EDUCATION MRS. PHYLLIS V. ZIMMERMAN President MRS. WENDY S. CURRAN Vice President MR. RAY ABRL, JR. Clerk MRS. DORTHA E. COOLEY MRS. RUTH O. HARRIS MR. ARLE R. HUBBARD MRS. PATRICIA I. NIX ADMINISTRATION MR. RUSSELL I. DICKINSON Superintendent MR. CHARLES H. JORDAN Assistant Superintendent. Personnel MR. ROBERT W. MURPHY Assistant Superintendent, Business MISS NANCY A. NORTON Assistant Superintendent, Curriculum and Instruction MR. DANNY CARRASCO Director, Administrative Services MR. ROLLIN G RIDER Director, Curriculum MRS. BONNE RUSSELL-HUNT D rector. Pupil Personnel Services �/ COLTON JOINT UNIFIED SCHOOL DISTRICT 1212 Valencia Drive, Colton, California 92324-1798 (714) 876-4227 /144, December 14, 1990 City of Fontana Att: John O'Sullivan, 8363 Sierra Avenue Fontana, CA 92335 City Manager SUBJECT: SEWER SERVICE FOR RUTH 0. Dear Mr. O'Sullivan: /eepe j %Sc /1tr HARRIS JUNIOR HIGH SCHOOL The Colton Joint Unified School District will be advertising for construction bids on the above -referenced junior high school in January, 1991. The school site is located at the southwest corner of Maywood Avenue and Alder Avenue, immediately east of the Fontana corporate limit and the Empire Center project. Initially, the District had planned that the school would be located at the northeast corner of Jurupa and Sierra Avenues, however, at the request of the City's Planning Commission, the school site was changed to its current location (see attached Resolution). At that time, the City of Fontana and the Alexander Haagen Company assured the District sewer service would be available to the Maywood/Alder school site (see attached letter dated September 16, 1988). In light of the current sewer service constraints affecting Phase III of Southridge Village, the District is very concerned as to how and when service connections for the school will be completed. Since construction will begin in early 1991, the District would like to resolve this issue with the City as quickly as possible. District staff are available to meet with you and/or your staff at your earliest convenience. Please contact my office at (714)876-4123 if you have any questions, or wish to discuss the project further. Sinc e , bert W. Murp Assistant Supe Attachments endent, Business cc: Russ Carlson, Deputy City Manager Greg G. Gage, Coordinator, School Facilities Joining Together to Go the Extra Mile • REICEDITQi NO. A INSOLEDIECN OP THE FLAMM comassIOlf CP THE CITY or Parma RECOPOCINDIVG THAT THE COLTON 1:2,17ZIOD SCHOOL DISTRICT PRO® WITH TEE ACQUISITOR OP A 20 ACME JUNIOR HIGH SCHOOL SITE FOR THE SOS SPECIFIC PLAN ARIA. THE SITE TO Es LOCATED OUTSIDE TEES D? 1E1 =SRI= SPETCTIC PL#Ni ARR. itsEtEAB, the Dolton School District has advised the City of To:tana of its intmztion to acquire a twenty (20) acts Junior High School site for the Southridge Village Specific Plan area, ands WHEREAS, this school has not been included in the Southridge Master Plan, ands w®tPA9, the school site as initially proposed was at the northeast corner of Jurupa Avenue and Sierra Avenue within the boundaries of the Scutheas Pacific Business Park Specific Plan. PIRER CIS, certain recant develcpmrnts have oaaared with respect to the future land uses designated within the Southern Pacific Easiness Park Specific Plan that have made the location for a Junior High School more inappropriate than ever. WHEREAS, there is a preferred site that the location of the Junior High School that is not within the Scuthean pacific Espinosa Perk Specific Plan and may well be suitable and made available in a timely basis. WHEREAS, Government Education Coda 39004 respires Planning to provide a written report of its review and recommendation concerning the site acquisition. NOW THERETORE, ES IT RESOLVED that the Plarminq lion of the City of Fantar:a hereby ream that the Colton Unified School District not acquire the twenty (20) acres of land at the northeast corner of Sierra Avenue and Jurupa Avenue in the Southern Pacific Eus!NMI Park Specific Plan. Ftatlher it is reaaorded that a sits of twenty (20) aces north of Jurups Avows betweien Tamarind AVOWS and Alder Aveeare be acquired for the location of the Junior High School. It is assumed that the site may be acquired and infrastructure provided to the site in a timely manner. If there are unsolvable problems that occur with regard to this site it is hereby requested that sites other than one located within the Southern Pacific Sustain Park Specific Plan be selected for the Jt:nior High School. A site for the Junior High School which is located within the Southern Pacific Business Park Specific Plan should only be selected as a "last resorto. 8s IT MUM= =HOLVM that staff is directed to deliver a copy of this resolution to the Colton Unified Schaal District. ALMOND AND ADMMED this day of 1988. Tit Wolfinbarger, Chairmen =ST: Charles Oattilo, Vice Chairman of the Planning Commission of the City of Fontana, California, do hereby certify that the foregoing resolution was duly and regularly adopted by the Plaminq Comission at a regular meeting thereof, held an the day of 1988, by the hollowing vote to -wit: A?LS: ;roFs: Colton Joint Unif 9d School Herbert R. Fischer, Ph.D., Superintendent Robert W. Murphy, Assistant Superintendent, Busi BOARD OF EDUCATION Mr. Ray Abril, Jr., President Mrs. Patricia I. Nix, Vice President Mr. Arlie R. Hubbard, Clerk Mr. Donald R. Alvarez Mrs. Dortha E. Cooley Mrs. Maria Lopez -Carson Mrs. Phyllis V. Zimmerman City of Fontana Att: Ken Jeske, Public Works P.O. Box 518 Fontana, CA 92334-0518 District 171] CEP 1. 01992. By____ Manager Joining Together to Go the Extra Mile September 8, 1992 SUBJECT: RUTH O. HARRIS JUNIOR HIGH SCHOOL / SEWER SYSTEM Dear Mr. Jece: The Colton Joint Unified School District has received a copy of your letter to the City of Rialto Planning Department (copy attached) concerning extraterritorial sewer services. Thank you for your efforts to date toward resolving an increasingly complicated issue. As you know, the District is currently constructing the Ruth O. Harris Junior High School, which will receive sewer service from the City of Fontana, under the extraterritorial agreement discussed in your letter. The school is now approximately 40% complete, and the need for connection to the sewerage system is becoming critical. It is the District's understanding that the permanent lift station which will serve the school is still in the design stage, and that a temporary "package" station is under consideration as an interim measure. The District is not opposed to such an installation, provided that the temporary station shall not be located on the school site. The District would appreciate clarification from your office concerning the status of lift station design(s), connection scheduling for the school and fee requirements as outlined in the extraterritorial agreement. Due to the advanced stage of construction, your assistance in resolving these issues quickly is needed. Please direct all correspondence or questions concerning this matter to the District Facilities Office at the address shown above, or at (714)876-4112. Sincerely, Greg G. Gage Coordinator, School Facilities GGG:dh Attachment cc: Bob Murphy, Assistant Superintendent, Business Tom Neely, K.L. Neff BUSINESS DEPARTMENT 1212 Valencia Drive • Colton, CA 92324-1798 • (714) 876-4123 An Equal Opportunity - Affirmative Action Employer City of Fontana CALIFORNIA_� N N August 27, 1992 City of Rialto Attn: Donn Montag, Principal Planner 150 S. Palm Ave. Rialto, CA 92376. SUBJECT: SANTA ANA SEWER TRUNK LINE Ref: Letter of July 22, 1992 Dear Mr Montag:. This letter is a follow up to our conversation earlier today. The cities of Rialto and Fontana entered into a contract in July 1991, for extraterritorial sewer services. Fontana flow capacity was based on existing Specific Plans, Tentative Maps and the Fontana General Plan for the entire Fontana service area identified in the contract (including the area South of Jurupa Ave.). During contract negotiations, several options regarding responsibility for constructing sewer facilities were discussed, (including Fontana building sewer interceptor to Riverside Dr.). The final contact provides that the City of Rialto construct the sewer facility from Rialto's existing facilities to the Fontana city limits at Santa Ana and Tamarind. This Rialto sewer has been constructed and service to Fontana is operational. As the project proponent and owner, the City of Rialto was responsible for CEQA compliance as the lead agency for that project. The City of Fontana is responsible for the construction of sewer facilities upstream of the two connection points to this Santa Ana Ave. sewer interceptor (these two connection locations are specified by the Agreement). Prior to constructing the Fontana sewer collection system serving the Empire Center area in Fontana, the City reviewed the existing certified environmental documents for the Specific Plan and found that these documents adequately address the Fontana sewer. ' 8353 SIERRA AVENUE (P.O. 80X 518) • FONTANA% CALIFORNIA 92334-0518 • (714) 3504800 SISTER CITY — KAMLOOPS, B.C. CANADA Rialto Planning p.2 8/27/92 Subsequent to execution of the Agreement, Rialto determined to upsize this Santa Ana facility to ultimate capacity based on potential future requirements within Rialto's Sphere of Influence. However, Rialto chose not to conduct further CEQA review at that time, instead termed the Santa Ana sewer facility as "'an interceptor, and determined not allow direct connections from Rialto Sphere without further CEQA review, (excepting those two locations provided to the City of Fontana by contract). Therefore, the City of Fontana is not responsible for funding CEQA review pertaining to future potential connections to the Rialto sewer within the City of Rialto Sphere of Influence. Regarding service to the Colton Joint Unified School District Junior High School site on Tamarind, flows from this one use (located in the Rialto Sphere) were included in the agreement as a part of flows to the Fontana system (pursuant to agreements between the developers, school district and the City of Fontana). (This was verbally agreed by Rialto Public Works/Engineering). Thus, connection from this facility can be to the Fontana system serving the Empire Center consistent with the terms of the Agreement. Any necessary additional environmental review for this school connection to the Fontana collection system will be conducted by Fontana. Regarding the areas in the Fontana City limits but outside of the Empire Center Specific Plan (mostly south of Jurupa Ave.), a sewer collection system including lift station and force main was always contemplated (even when Chino Basin MWD was considered as the sewer treatment provider). Environmental review for the developments in the area considered these facilities. In the event the realignment of the facilities and force main necessitates update of environmental review, Fontana will conduct. However, at the time design was commenced for the second phase of Fontana facilities (collection, lift stations, and force mains serving area mostly south of Jurupa Ave.), Rialto Public Works/Engineering requested that the facilities be designed to an ultimate capacity which would also include potential connections within the Rialto Sphere. Design has not been completed. With respect to potential impacts from upgrade of these facilities to serve areas in Rialto's Sphere, it would be appropriate for Rialto to fund and/or conduct environmental review pertinent to the upsizing to serve Rialto. Rialto Planning p.3 8/27/92 Fontana is interested in continuing to participate in development of these two lift stations as joint use facilities, however Fontana is not interested in becoming involved in CEQA/growth management issues within the Rialto Sphere of Influence. In the event there is a way to avoid, please advise. If you have any questions, please contact me, at 350-6631. Sincerely, COMMUNITY DEVELOPMENT DEPARTMENT Public Works Division Ken Jeske Manager cc: Community Development Director Colton Joint Unified School District (GG) (kj:rialtosewereir2.swr) _l i City o?Rialfo� California 1r /9/'/°4 fi • P/ifez)/4zi,,,°1,wiltX; 604/60)-iy 1//&14)304,z, July 22, 1992 City of Fontana Mr. Greg Hulsizer, Director Community Development 8553 Sierra Avenue Fontana, CA 92335 Dear Mr. Hulsizer:1 line along Santa Ana Avenue to serve the Empire Project in south 1-Since the City of Rialto completed the construction of the sewer trunk Fontana, the Planning Department has received several requests from / property owners to tie into this line. These requests have come from property owners within our current sphere of influence within the Bloomington. area. Among these inquiries, Colton• Joint Unified School District has requested to sewer their junior high school, currently under construction, situated between Alder and Tamarind Avenues. Review of our contract to provide sewer service to your City indicates that the City of Rialto has committed to also provide sewer service to properties located southerly of Jurupa Avenue. We also note that no environmental review has been conducted regarding this future sewer service to this area or additional hook-ups to properties located within our sphere. As you are aware, State Planning Law requires that these requests be subject to environmental assessment. Based on the substantial additional territory that can be served by this line, the Department believes it appropriate to request the preparation of a focused Environmental Impact Report to address the potential growth inducing impacts that could be generated as a result of these connections. Since the preparation and processing of an EIR takes saveral months, this process should be started as soon as possible. Normally, the trigger for the preparation of this EIR would be an initial request for service. The property owner requesting this service would be required to bare the cost of this document. Based on the relatively large area of service and cost of preparation of an EIR, we believe that a more equitable and timely process would be for Rialto, Fontana and the Colton Joint Unified School District to split the cost of this document. Rialto would hire the environmental consultant and maintain Lead Agency status over the process. Both Fontana and Colton Joint Unified School District would maintain Responsible Agency status. 150 SOUTH PALM AVENUE. RIALTO. CA 92376 / f ' • Greg Hulsizer, Direco r Page 2 July 22, 1992 In order to expedite the preparation of this document, we would request that your agency consider this proposal at your earliest convenience. If you have any questions regarding this matter, please do not hesitate to contact me at (714) 421-7218. Sincerely, Donn Montag, Principal Pla DRM:dm cc. City Administration City Engineering Division Colton Unified School District. City orRialfo • California. July 22, 1992 Colton Joint Unified School District Mr. Danny Carrasco, Director Administrative Services 1212 Valencia Drive Colton, CA 92324 Dear Mr. Carrasco: The City Engineering Division has informed this Department that your District has requested to connect your new junior high school site located on Alder Avenue to the City's sanitary sewer system. Specifically, this connection would be made into the newly installed Santa Ana Avenue trunk line. As you may be aware, this line was installed specifically to serve the Empire Project situated within the City of Fontana. While this line was oversized to serve additional territory within the City of Fontana and the Bloomington Community, the environmental review of -this project only addressed the impacts of serving the Empire Project. Any additional requests for hook-up must be subject to additional environmental analysis. Based on the substantial additional territory that can be served by this line, the Department believes it appropriate to request the preparation of a focused Environmental Impact Report (EIR) to address the potential growth inducing impacts that could be generated as a result of these connections. Since the preparation and processing of an EIR takes several moni.us, this process should be started as soon as possible. Normally, the trigger for the preparation of this EIR would be an initial request for service. The property owner requesting this service would be required to bare the cost of this document. Based on the relatively large area of potential service and cost of preparation of an EIR, we believe that a more equitable and timely procedure would be for Rialto, Fontana and your District to split the cost of this document. Rialto s would prepay preparation and processingenvironmental ultant Your and maintain Lead Agency District and Fontana would maintain Responsible Agency status. In order to expedite the preparation f thissal documentyour we ould d request that your District consider thisp P 1 150 SOUTH PALM AVENUE. RIALTO. CA 92376 cOmvenience. If you have any questions regarding this matter, please -‘do not hesitate to cSact me at (714) 421-72180 Sincerely, Donn Montag Principal Planner DRM:dm cc. City Administration City Engineering Division lAepartment of Community Development, City of Fontana 2 • City of Fontana CALIFORNIA June 9, 1992 Mr. Richard Polen Public Works Director CITY OF RIALTO 150 S. Palm Avenue Rialto, CA 92376 SUBJECT: SEWER LIFT STATIONS Oct Dear Mr. Polen: Thank you for the prompt response regarding participation in sewer stations. The intent is to cooperatively develop lift stations for joint use. Fontana understands that Rialto does not desire to up -front costs since Rialto will not immediately be allowing any connections in Rialto's sphere and has not completed environmental review. Where possible, Fontana will use the option of "credit against fees" to fund Rialto's fair share. Use of a reimbursement agreement will be the second option if necessary due to inadequate fee credit for a development. We will draft a proposed agreement and forward to you. Please be advised, Fontana will not connect any property outside of the city limits of Fontana and inside the sphere of influence of Rialto excepting the Colton Joint Unified School District's Rutl"r:.044e. This site was previously subject of environmental review in conjunction with the Empire Center project. Regarding cost estimates, design was performed by Hall & Foreman Engineers based on comments from Fontana city staff. Fontana currently operates seven lift stations and attempted to incorporate facilities into this design to eliminate problems experienced at other lift stations. The fair share analysis was based on estimated projected flows which was based on land use. • 8363 SIERRA AVENUE (P.O. BOY 518) • FONTANA, CALIFORNIA 92334-0618 • (714) 350-7600 SISTER CITY — KAMLOOPS, BC. CANADA June 9, 1992 Sewer Lift Stations-Polen Page 2 If you have questions, comments or desire to schedule a meeting with Hall & Foreman and representive city staff, please contact my secretary, Darlisa Asher or I at (714) 350-6631. Sincerely, COMMUNITY DEVELOPMENT DEPARTMENT PUBLIC WORKS DIVISION etff Lske Manager KJ:dee cc: Community Development Director City Engineer (SEWER 8EW JFT.LTR1 HAND DELI,D: June 5, 1992 City of Fontana CALIFORNIA June 4, 1992 Herbert R. Fischer, Superintendent Colton Joint Unified School District 1212 Valencia Drive Colton, CA 92324-1798 SUBJECT: SEWER SERVICE - RUTH O. HARRIS JUNIOR HIGH SCHOOL Dear Dr. Fi I am writing in response to your letter, dated April 16, 1992, regarding sewer service for Ruth O. Harris Junior High School and the sewer lift station to be installed by the City of Fontana. The City has previously issued a "will serve" letter to the District for the Ruth 0. Harris School site, contingent on completion and dedication of infrastructure. The current plan as outlined in a report prepared by Hall and Foreman Engineers, November 1991, indicates service via master lift station located just north of the school site on the west side of Tamarind, pumping to Tamarind and Santa Ana Avenue where connection to the Rialto system exists. A preliminary design has been completed for the master lift station and costs has been estimated at $1.2 million. A fair share allocation has been completed with infrastructure costs allocated to various developers/property owners who will benefit from the system. The City currently does not have adequate funds to build this facility, as a result of a slow -down in the development of the benefit area. The City is currently negotiating an agreement with First Cities Properties (owners of the proposed South Park project) regarding up -front funding and construction of the lift station, subject to reimbursement as other properties develop. In the event the master lift station will not be operational in time for the school opening, a temporary lift station to serve the school will be constructed by the City on the west side of the Tamarind right-of-way by August 1, 1993. Estimated schedule for the temporary facility is as follows: Environmental Review Aug. - Dec. 1992 Design Dec. - March 1992/93 Bid Process March - May 1993 Construction May - June 1993 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334.0518 • (714) 350.7500 SISTER CITY - KAMLOOPS, B.C. CANADA • Colton Joint USD Re: Ruth 0. Harris Page 2 City staff is available to work with district staff to handle details and design of the temporary lift station. I have assigned Ken Jeske, Public Works Manager, to oversee this project and to provide me written status reports, which I will forward to you. He can be reached at (714) 350-6631. Sincerely, JaJM. Corey C' y Manager cc: Community Development Director Public Works Manager rtgine+lr" Sr. Admin. Aide (PB) JC/GH/KJ:kj/da (ADMIN\CJUSD2.LTR) • City of�Rialfo California June 2, 1992 Mr. Ken Jaskol Manager Public Works Division Community Development Department City of Fontana P.O. Box 518 Fontana, CA 92334-0518 Subject: Sewer Lift stations - Tamarind Avenue Dear Mr. Jeske: I am in receipt of your letter of May filth concerning the proposed lift stations. For both future lift stations, the City of Rialto does not wish to front any of the costs for the stations. Either the reimbursement agreement option or the "credit against fees" option is acceptable. If you have proposed wording for an agreement, please provide me with a copy. Otherwise, someone will have to begin the processing of the agreement(s). Please let me know. Also, any property that is outside the city limits of Fontana cannot connect to the sewer until further environmental evaluations are completed. I do houldn costthe areathe ft ofsaboutn. We $250,0001culate that our rather than the costs should bee more in $344,000. Could you explain how your estimates were prepared. Also, could the lift station be done in sections whereby we do some additions - such as pumps, etc. - later, thereby cutting down the initial costs? Sin ely, Rird L. Polen Director of Public Works/City Engineer DPW-92-406 150 SOUTH PALM AVENUE. RIALTO, CA 92376 • City of Fontana CALIFORNIA May 11, 1992 Richard Polen City of Rialto Public Works 150 S. Palm Rialto, CA 92376 Subject: SEWER LIFT STATION - Tamarind Ave. Fair share and reimbursement agreement Dear�kt. olen: The City of Fontana is currently proceeding with design for a sewage lift station to be located on Tamarind Ave. This facility will serve future portions of the Empire Center, Southpark and Kellen developments (generally south of Santa Ana Ave). In earlier conversations, you have indicated that the City of Rialto desires to participate in this facility to provide the potential to also serve portions of Rialto's sphere of influence which are south of Santa Ana Ave. At this point, a definite commitment and agreement is necessary. A preliminary design and cost estimate has been prepared by Hall and Foreman engineers. This also includes a fair share allocation. This indicates Rialto's share to be approximately $304,000. Fontana has been approached by First Cities Properties (Southpark) regarding proceeding with their development and the lift station. In order to proceed two questions require formal answer: 1. Does Rialto desire to participate in this lift station? 2. If yes, how does Rialto desire to fund it's fair share? Three options are available for Rialto fair share funding: 1. Cash payments by Rialto as work proceeds (with a contract between the two cities), 2. First Cities Properties fronts the cost with a reimbursement agreement between First Cities Properties and Rialto, 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA CALIFORNIA 92334-0518 • (714) 350.7600 SISTER CITY — KAMLOOPS, B.C. CANADA • • 3. An agreement between First Cities Properties and Rialto whereby a portion of the Rialto conveyance fee which would be paid by First Cities Properties is instead used to fund Rialto's share of the lift station. The estimate for Southpark is $344,000 Rialto conveyance fee less $304,000 Rialto lift station fair share which results in payment of $40,000 conveyance fee to Rialto and construction of Rialto's fair share of the lift station by First Cities Properties. Option three would be recommended to expedite design and construction. In the near future we are expecting a similar request to proceed from the Anden Group (Fontana Estates) which will require a similar decision from Rialto regarding participation in the lift station to serve that development. A fair share study has not been completed for that project, however a formal answer is requested to the question, Does Rialto desire to participate in that (Linden -Santa Ana) lift station?, If you have any questions, please contact me at 350-6631. Sincerely, Community Development Department Public Works Division Ken Jeske Manager cc: Community Development Director City Engineer Special Projects Manager • REVISED MEMORANDUM CITY OF FONTANA CALIFORNIA TO: GREG HULSIZER COMMUNITY DEVELOPMENT DIRECTOR FROM: KEN JESKE PUBLIC WORKS MANAGER SUBJECT: RUTH O. HARRIS JUNIOR HIGH SCHOOL DATE: May 11, 1992 U cde Ti_ /2, i2 , letz4J This school site was originally proposed on the Haagen Project site and was moved to the east -side of Tamarind pursuant to an agreement between the City, Ten -Ninety Company, Haagen Company and Colton Unified School District (C.U.S.D.). The City, at that time, had agreed to make sewer available from Master Plan facilities, to the new site which is in County unincorporated territory within the sphere of influence of the City of Rialto. No contact was made with Rialto at that time, however Fontana has subsequently reached agreement with Rialto regarding service to this site. According to the previous service scenario (when the agreement was entered) C.U.S.D. would have been required to install a lift•station to serve Ruth Harris Jr.High School and pump the sewage flow up to Jurupa Avenue where flow would enter the City Sewer Master Plan system, thence flowing west to Chino Basin MWD. Under the current sewer plan, capacity is available at Tamarind and Santa Ana Avenue, thence east to the Rialto Sewer Plant. The City of Fontana master plan system ends at Tamarind/Santa Ana Avenue. The City of Rialto has constructed a Rialto Master Plan sewer interceptor at Santa Ana Avenue to serve the connection with Fontana east to the Rialto Treatment Plant. A lift station will be required to serve the school site as well as projects to the south (Kellen, South Park and Empire Center -south portion of the site). To answer the 5 questions posed by Colton Unified School District: 1) The agreement with City of Rialto is in place and flows (from Palm Court to Rialto Sewer Plant) are occurring through the connection point at Santa Ana/Tamarind Avenue. 2) Discussions are underway with South Park in regards to funding the Master Plan Lift Station and force main. A fair share analysis has been completed and Greg Gage, C.U.S.D., was given a copy. • • May 11, 1992 Page 2 3) The initial Lift Station design was performed by Hall and Foreman Engineering, for the Haagen Company. The final design is not yet complete. 4) The Lift Station is not required for the first two (2) phases of the Empire Center project, therefore, its construction schedule will be dependent upon a development schedule for South Park. Due to the economy and developer's schedule, the project has been delayed pending final agreement and scheduling with South Park (1st Cities Properties). As a result, it may be necessary for the School District to construct a temporary Lift Station to connect a sewer flow to Tamarind/Santa Ana Avenue. Rialto advises that environmental review has not been conducted to use the Rialto Master Plan, Santa Ana line, as a collector (it may only be as an interceptor from the Fontana system to the treatment plant). Therefore, this C.U.S.D. connection will need to be made on the Fontana side of Tamarind/Santa Ana Avenue. 5) Harold Garcelon, of Hall and Foreman, has elevations for the proposed Fontana Master Plan Lift Station. If necessary, a meeting can be scheduled with City Engineering, Hall and Foreman and the School District contractors. KJ:dea Attachment cc: City Engineer (SEWER\R UT HJ R H S. ME M ) CITY OF FONTANA CALIFORNIA MEMORANDUM TO: GREG HULSIZER COMMUNITY DEVELOPMENT DIRECTOR FROM: KEN JESKE PUBLIC WO S MANAGER SUBJECT: RUTH O. HARRIS JUNIOR HIGH SCHOOL DATE: May 5, 1992 This school site was originally proposed on the Haagen Project site and was moved to the east -side of Tamarind pursuant to an agreement between the City, Ten -Ninety Company, Haagen Company and Colton Unified School District (C.U.S.D.). The City, at that time, had agreed to make sewer available from Master Plan facilities, to the new site which is in County unincorporated territory within the sphere of influence of the City of Rialto. No contact was made with Rialto at that time, however Fontana has subsequently reached agreement with Rialto regarding service to this site. According to the previous service scenario (when the agreement was entered) C.U.S.D. would have been required to install a lift station to serve Ruth Harris Jr.High School and pump the sewage flow up to Jurupa Avenue where flow would enter the City Sewer Master Plan system, thence flowing west to Chino Basin MWD. Under the current sewer plan, capacity is available at Tamarind and Santa Ana Avenue, thence east to the Rialto Sewer Plant. The City of Fontana master plan system ends at Tamarind/Santa Ana Avenue. The City of Rialto has constructed a Rialto Master Plan sewer interceptor at Santa Ana Avenue to serve the connection with Fontana east to the Rialto Treatment Plant. A lift station will be required to serve the school site as well as projects to the south (Kellen, South Park and Empire Center Regional Mall Site). To answer the 5 questions posed by Colton Unified School District: 1) The agreement with City of Rialto is in place and flows (from Palm Court to Rialto Sewer Plant) are occurring through the connection point at Santa Ana/Tamarind Avenue. 2) Discussions are underway with South Park in regards to funding the Master Plan Lift Station and force main. A fair share analysis has been completed and Greg Gage, C.U.S.D., was given a copy. , May 5, 1992 Page 2 3) The initial Lift Station design was performed by Hall and Foreman Engineering, for the Haagen Company. The final design is not yet complete. 4) The Lift Station is not required for the first two (2) phases of the Empire Center project, therefore, its construction schedule will be dependent upon a development schedule for South Park. Due to the economy and developer's schedule, the project has been delayed pending final agreement and scheduling with South Park (1st Cities Properties). As a result, it may be necessary for the School District to construct a temporary Lift Station to connect sewer flow to Tamarind/Santa Ana Avenue. Rialto advises that environmental review has not been conducted to use the Rialto Master Plan, Santa Ana line, as a collector (it may only be as an interceptor from the Fontana system to the treatment plant). Therefore, this C.U.S.D. connection will need to be made on the Fontana side of Tamarind/Santa Ana Avenue. 5) Harold Garcelon, of Hall and Foreman, has elevations for the proposed Fontana Master Plan Lift Station. If necessary, a meeting can be scheduled with City Engineering, Hall and Foreman and the School District contractors. KJ:dea Attac ment c: City Engineer (SEWER \RUTHJRHS. MEM) Colton Joint Unified School District Herbert R. Fischer, Ph.D., Superintendent BOARD OF EDUCATION Mr. Ray Abril, Jr., President Mrs. Patricia I. Nix, Vice President Mr. Arlie R. Hubbard, Clerk Mr. Donald R. Alvarez Mrs. Dortha E. Cooley Mrs. Maria Lopez -Carson Mrs. Phyllis V. Zimmerman Mr. Jay M. Corey, Manager City of Fontana 8353 Sierra Ave. Fontana, CA 92335 Dear Jay: II. . , l / oining Together to Go the Ex::4.� j,� ! �1 April 16, 1992 "3%7 - /,Y ' ,Z/,;-,/ of (.647771 The following issue has been brought to my attention by our facilities staff. The construction of the the Ruth 0. Harris Junior High School appears to be on track for opening September, 1993, subject to the completion of the various construction projects on the projected timeline. There is one area that continues to be a concern for us, and that is the sexier" lift station to be installed by the City of Fontana. Our Facilities Director, Greg Gage, has been in contact with Fontana City Officers but cannot seem to obtain a defined timeline for this project. The following issues need to be addressed by the City of Fontana: 1. Is the agreement with the City of Rialto in place? 2. Has the sewar lift station and force main been funded? 3. Has the City completed the design and when may the District obtain a print? 4. What is the construction schedule and projected completion date? 5. At what point can the District contractor become interfaced with the City on the project? Our projection is that this sewer system needs to be operational by May, 1993, or there is a real possibility that the junior high school will not open in September, 1993. Could you ask your staff to respond to these questions so that you and I can discuss them at our breakfast at Carrows on Friday, May 15, 1992, at 7:30 a.m.? I will appreciate your attention to this matter and look forward to seeing you R. Fischer, Ph.D. rintendent ak 1212 Valencia Drive • Colton, CA 92324-1798 • (714) 876-4216 An Equal Opportunity - Affirmative Action Employer Colton Joint Unifi School District Herbert R. Fischer, Ph.D., Superintendent BOARD OF EDUCATION Mr. Ray Abril, Jr., President Mrs. Patricia I. Nix, Vice President Mr. Arlie R. Hubbard, Clerk Nir. Donald R. Alvarez Mrs. Dortha E. Cooley Mrs. Maria Lopez -Carson Mrs. Phyllis V. Zimmerman Mr. Jay M. Corey, Manager City of Fontana 8353 Sierra Ave. Fontana, CA 92335 Dear Jay: 1 Y� J /(), l,a; oining Together to Go the E. ' .4. 5' April 16, 1992 Gi7cp'nf7� The following issue has been brought to my attention by our facilities staff. The construction of the the Ruth O. Harris Junior High School appears to be on track for opening September, 1993, subject to the completion of the various construction projects on the projected timeline. There is one area that continues to be a concern for us, and that is the sewer lift station to be installed by the City of Fontana. Our Facilities Director, Greg Gage, has been in contact with Fontana City Officers but cannot seem to obtain a defined timeline for this project. The following issues need to be addressed by the City of Fontana: 1. Is the agreement with the City of Rialto in place? 2. Has the sewar lift station and force main been funded? 3. Has the City completed the design and when may the District obtain a print? 4. What is the construction schedule and projected completion date? 5. At what point can the District contractor become interfaced with the City on the project? Our projection is that this sewar system needs to be operational by May, 1993, or there is a real possibility that the junior high school will not open in September, 1993. Could you ask your staff to respond to these questions so that you and I can discuss the at our breakfast at Carrows on Friday, May 15, 1992, at 7:30 a.m.? I will appreciate your attention to this matter and look forward to seeing you Sin R. Fischer, Ph.D. rintendent ak • r • 1: 1212 Valencia Drive • Colton, CA 92324-1798 • (714) 876-4216 An Equal Opportunity - Affirmative Action Employer BOARD OF EDUCATION MR. RAY ABRL, JR. President MRS. PATRICIA I. NIX Vice President MR. ARLE R. HUBBARD Clerk MRS. DORTHA E. COOLEY MRS. WENDY S. CURRAN MRS. RUTH O. HARRIS MRS. PHYLLIS V. ZI MAERMAN ADMINISTRATION MR. RUSSELL I. DICKINSON Superintendent MR. CHARLES H. JORDAN Assistant Superintendent. Personnel MR. ROBERT W. MURPHY Assistant Superintendent, Business MISS NANCY A. NORTON Assistant Superintendent. Curriculum end Instruction MR. DANNY CARRASCO Director, Administrative Services MR. ROLLIN GRIDER Dkector, Curriculum MRS. BONNE RUSSELL-HUNT Director, Pupil Personnel Services CO'LTON JOINT UNIFIED SIOOL DISTRICT 1212 Valencia Drive, Colton, CaNfomia 92324-1798 (714) 876-4227 6eM.�� S— -Al C.4,\ AS?" 5-2,+, April 29, 1991 City of Fontana Att: Russ Carisen, City Manager 8353 Sierra Avenue Fontana, CA 92335 SUBJECT: RUTH 0. HARRIS JUNIOR HIGH SCHOOL/SEWER SERVICE Dear Russ: As you may recall, the Colton Joint Unified School District is planning to construct a new junior high school at the southwest corner of Maywood Street and Alder Avenue. This site was ultimately chosen after extensive discussions between the City of Fontana, the Colton Joint Unified School District, Ten -Ninety, Ltd., and the Alexander Haagen Company. Since that time, the school district has worked diligently to complete the planning process for the school, based in part on the written assurance of the City and the Haagen Company that sewer service would be provided to the site (see attached letter). After a lengthy planning process, the begin construction, however the a serious problem. The District has City's Public Works staff over the past few acceptable solution has not yet been achieved. y to ins as n y with the months, but an Accordingly, District staff would.stirsciste iissressirelgir- press*" sitter; Please do not hesitate to contact my office at (71-4123 should you have any questions, or wish to coordinate a meeting schedule. erely, Robdrt W. t�urph�, Assistant Superint4ndq[:t, Business Attachment Coordinator, School Facilities Joining Together to Go the Ec ri MtgFel '—' September 16, 1988 Mr. Kent Van Gelder Coordinator, School Facilities COLTON JOINT UNIFIED SCHOOL DISTRICT 1212 Valencia Dr. Colton, California 92324 DeAr Mr. Van Gelder: The City of Fontana and representatives of The Alexander Haagen Company, Inc. have reviewed the conditions of approval you need for permission to construct a junior high school at Maywood, Alder, and Tamarind Avenues in Bloomington. As you know, the property across the street is planned for a Sears Warehouse Distribution Center. There is no ingress or egress planned for our trucks between Santa Ana Avenue and Jurupa Avenue near the school site, which should meet the State Department of Education's stipulation. In addition, the warehouses will have a landscaped buffer and block wall between the street and our project. The City of Fontana is also prepared to offer the state its assurance that the school site will be eligible to connect to the sewage system. Please forward this information to Dr. Bruce Lowrey, State Department of Education. If you have any further questions or concerns, please contact us at City Hall. e , . THE ALEXANDER'HAAGEN ANY, INC. CC:ljb