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HomeMy WebLinkAbout17 - Hoag Memorial Development Agreement - Hoag Hospital Development AgreementCITY OF NEWPORT BEACH CITY COUNCIL STAFF REPORT Agenda Item No. i? April 28, 2009 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Planning Department James Campbell, Principal Planner (949) 644 -3210 icampbelll (aDcity.newport- beach.ca.us SUBJECT: Hoag Memorial Hospital Presbyterian Development Agreement Annual Compliance Review INTRODUCTION In 1994, the City executed a Development Agreement (DA) related to the long term development and expansion of Hoag Hospital. The agreement has a 25 -year term and expires in 2019. In May of 2008, the DA and the Hoag Planned Community Text (PC Text) were amended to allow the hospital to increase the intensity of future development on the upper campus commensurate with a reduction in intensity of future development of the lower campus. Additional improvements to reduce noise, improve landscaping within the lower campus and to reduce the periodic water vapor plume from the cogeneration plant were required. Pursuant to the Development Agreement, the City is required to review the agreement on an annual basis in April and determine Hoag's good faith compliance with the terms of the agreement. Previous compliance review hearings were conducted in 1996, 1998, 1999 and 2008 and Hoag was found to be in good faith compliance with the agreement. RECOMMENDATION Conduct public hearing and determine that Hoag is in good faith compliance with the Development Agreement. DISCUSSION No significant new projects were initiated during the last year and none were completed. Due to the present economic downturn, Hoag has put on hold all new buildings and they are re- examining their entire building program. This includes the cancellation of the South Building and planned buildings for the lower campus. Hoag is pursuing all noise mitigation improvements and landscaping improvements as required. The attached project status report prepared by Government Solutions on behalf of Hoag includes information regarding DA compliance over the preceding year for this annual review. Hoag Hoapital Annual DA Compliance. Review April 28, 2009 Page 2 of 6 1. Significant New DA provisions a. Section 5.4 of the amended DA requires an annual review of the DA for compliance. The review must include a noise regulation compliance assessment. RS Acoustics prepared a compliance report, which concludes that with the exception of noise in the 'area of the Ancillary Building, compliance with applicable standards is met. Mitigation of noise from the Ancillary Building is not 100% complete at this time (see 2d below) and it is anticipated that when several improvements are complete later this summer, compliance will be achieved. b. Section 8.2 of the amended DA requires Hoag to pay $3 mil lion for public improvements in two installments. The first installment was paid in July 2008. The second installment is due in June 2009. c. Section 8.3 of the amended DA provides sales & use tax origin provisions. Hoag is required to include a provision in its general construction contracts, when contracts exceed $5 million, that the contractors and subcontractors shall allocate all eligible sales taxes to the City. Hoag has prepared appropriate language within their Master Services Agreement; however, no qualifying contracts have been signed within the last reporting period. Hoag is also required to follow the Direct Payment Permit Process established by the Revenue and Taxation Code and use the permit for all qualifying individual purchases in excess of $100,000. One such purchase within the last year was subject to this procedure. Both of these provisions are ongoing and will be monitored as necessary. Staff believes Hoag is in good faith compliance. d. Section 8.4 of the amended DA requires Hoag to reimburse.the City $150,000 for landscaping and irrigation improvements to Sunset View Park. Specifically, the improvements are planned for a 20,500 square foot area directly north of the cogeneration facility that is not presently landscaped. The work has not been completed and this provision has no completion timing requirement or "sunset" clause. Hoag is prepared to reimburse the City upon completion of the improvements. e. Section 8.5 of the amended DA requires Hoag to curtail the cogeneration plant's effective heat rejection by 33% to reduce plume formation from November 15t to April 31P of each year. Hoag has installed a weather station as required that allows them to identify plume formation conditions in advance so they can reduce cooling tower load and, therefore, reduce the density and size of a plume. Based upon this information, Generator #1 was taken off -line from mid - August 2008 to mid - February 2009 and Generator #2 was taken off -line from mid - December 2008 to mid - February 2009. This reduced heat load, coupled with reducing the load or turning off other equipment at the hospital, while maintaining patient care, allowed the hospital to meet the energy reduction load of 33 %. It should be noted that there is no way to objectively measure actual plume reduction from year to year, but heat load during the winter months was reduced by 33% when weather conditions were ripe for plume formation. Enhancement of the system with Hoag Hoapital Annual DA Compliance Review April 28, 2009 Page 3 of 6 additional controls is in the permitting stage with Office of Statewide Health Planning and Development (OSHPD) and automating the system is the next mandatory step. Staff believes Hoag is in good faith compliance. 2. Mitigation & Compliance Update a. Cogeneration Plant Noise — subsequent to the installation of the 4th cooling tower, noise testing was conducted in July of 2008 by RS Acoustics and the plant was found to be in compliance with noise standards. b. Villa Balboa window replacement — Hoag offered and was obligated through approval of the Master Plan Update to provide a window replacement program for 12 condominium units located at 260 Cagney Lane. The program was to be implemented by March of 2009 and is memorialized by Project Design Feature 3.4 -1. It is implemented as if it is a condition of approval. The Villa Balboa Homeowners Association would provide an estimate for the work prepared by a qualified contractor for Hoag's approval prior to execution of the contract. Villa Balboa would make the improvements and Hoag would be responsible for reimbursement of the approved costs. Hoag and Villa Balboa entered into a private agreement on October 1, 2008, to provide window replacements for 6 additional units at 260 Cagney Lane (18 total units). They also agreed to a modified set of guidelines to implement the window replacement program. Under these modified guidelines, Hoag and Villa Balboa each would provide bid proposals. After a price is agreed upon, Villa Balboa would implement the program and Hoag would reimburse Villa Balboa those costs plus administration fees that are capped. Both Hoag and Villa Balboa have submitted bids pursuant to this private arrangement; the bids vary significantly and agreement has not been reached yet. Either proposal will achieve the original goal to better attenuate noise to the unit interiors from Hoag consistent with what the City's noise consultant recommended. Hoag has pursued the goal of the window replacement program in good faith by working with Villa Balboa to expand the program to more units. Hoag and Villa Balboa has mutually agreed to a procedure that, when completed, will meet the goal of PDF 3.4 -1. Although Hoag has not technically complied with the guidelines established in PDF 3.4 -1, staff believes Hoag has complied with its goal in good faith. c. West Road soundwali — Hoag was required to construct a soundwall between Villa Balboa and Hoag along West Road near the main loading dock by May of 2009. Hoag prepared plans for the wall and they have been in the plan check process since January of this year. Staff has met with Villa Balboa to receive input on the landscaping plan as required. Delays in implementing this project are attributable to the presence of public utilities. A significant portion of the wall will be located atop an existing storm drain and it spans two water lines. Access to these facilities and other design considerations have been worked out and an Hoag Hoapital Annual DA Compliance Review April 28, 2009 Page 4 of 6 agreement allowing the wall within the City's storm drain easement is in the final stages of review. Although the timing of the project did not meet the prescribed deadline, permit issuance is anticipated within the next few weeks and staff believes Hoag has complied in good faith. d. Ancillary Building and West Tower noise reduction — Mitigation measures necessitated the construction of noise barriers on the roof of the Ancillary Building and louvers on ventilation openings on the West Tower. These features were required to be installed by November of 2008. The louvers were installed in January of 2009 and a noise wall on the roof of the Ancillary Building is nearly complete. Completion will occur once the kitchen exhaust equipment relocation project is completed. Relocation of the kitchen exhaust equipment has been permitted by OSHPD and the work will commence shortly. Delay in implementing these mitigation measures appears to be attributable to the OSHPD permit process. As noted, noise from these buildings continues to exceed standards and RS Acoustics believes that with these last components completed, compliance should be achieved. Follow up testing will determine if any remedial mitigation will be necessary. Staff believes Hoag has complied in good faith. e. Truck deliveries to the loading dock — Mitigation measure 3.4-4 requires truck deliveries to be restricted to the hours between 7:OOAM to 8:OOPM. Additional signage has been installed, staff has been trained, and physical access to West Road remains closed during these hours. Mitigation measure 3.4 -8 required signs indicating "no idling" and several signs have been installed. Staff has not received any complaints about excessive idling and staff believes Hoag is in good faith compliance. f. Loading dock sound panels, trash compactor and bailer relocation /enclosure — Mitigation measures 3.4 -5 and 3.4 -6 require 450 square feet of sound absorbing panels to be installed on the west facing wall of the loading dock and the relocation and enclosure of the trash compactor and bailer. These improvements were to be implemented by November of 2008. Hoag placed these improvements on hold given their decision to re- evaluate their entire building program. These improvements were planned in conjunction with the South Building, which has been cancelled; however, the mitigation measures require these improvements irrespective of, any other project or permit. The RS Acoustics report shows that these improvements may not be necessary given the results of the noise testing, which shows compliance. Installation of the soundwall and windows at Villa Balboa was intended to mitigate noise from vehicle noise and it will also provide mitigation of noise from the loading dock area. Staff proposes to hold the referenced loading dock improvements in abeyance until the soundwall and windows are installed when subsequent acoustical testing can be performed to verify whether or not these improvements are necessary. g. Grease trap cleaning schedule — Mitigation measure 3.4 -8 requires the grease traps in West Road near Villa Balboa to be cleaned Saturdays between 11:OOAM Hoag Hoapital Annual DA Compliance Review April 28, 2009 Page 5 of 6 and 3:OOPM, rather than during the week at times that often disturbed Villa Balboa residents. This schedule has been implemented and no reports of any problems have been received. Staff. believes Hoag is in good faith compliance. h. Cogeneration building lattice screen — This improvement was anticipated to be complete in July of 2008; however, OSHPD permits were finally issued in February of 2009. Initiation of construction is scheduled to begin within weeks. Staff believes Hoag is in good faith compliance. L Lower Campus landscaping — On July 25, 2008, Hoag submitted an application to permit additional landscaping within the parking lot, along the slope above the lower campus retaining wall and within the landscape area abutting Coast Highway (the "green screen "). On April 8, 2009, the Coastal Commission the request and pursuant to the PC Text, Hoag has 60 days from April 8th to implement the parking lot landscape enhancements, 120 days from April 8th to implement the slope landscape enhancements and until the end of 2009 to install the "green screen" landscape /screen wall along Coast Highway. All these improvements are scheduled for installation in accordance with mandates. j. Lower Campus lighting - Lighting fixtures on the lower campus employee child care center were replaced or shielded last summer. Additionally, the parking lot lights were changed from 400 watt metal halide fixtures to 250 watt high pressure sodium. These improvements have significantly reduced lighting impacts; however, some residents would prefer that the parking lot lights be turned off during the late evening and early morning when activity subsides. There is no requirement that these lights be turned off during these hours and Hoag plans to increase the use of the parking lots for employee parking in the future. Lighting for security is necessary. Staff believes Hoag is in good faith compliance. k. Office coach removal from south parking structure — Hoag removed the commercial coach from atop the south parking structure, which violated height restrictions. ENVIRONMENTAL REVIEW This compliance review is exempt from environmental review pursuant to Section 15321 of the Guidelines for Implementation of the California Environmental Quality Act. This section exempts actions by regulatory agencies to enforce or revoke a lease, permit, license, certificate, or other entitlement for use issued, adopted, or prescribed by the regulatory agency or enforcement of a law, general rule, standard, or objective, administered or adopted by the regulatory agency. Construction activities undertaken would not qualify for this exemption. Hoag Hoapital Annual DA Compliance Review April 28, 2009 Page 6 of 6 PUBLIC NOTICE Notice of this hearing was mailed to property owners within 300 feet of Hoag Hospital. ALTERNATIVES The City Council can continue this item should additional information be necessary. Prepared By: les Cam pbel l Principa Planner EXHIBITS Submitted by: Davi Lepo, Plan g Director Hoag Hoapital Development Agreement Annual Review dated March 25, 2009 (separate binder) NOTICE OF PUBLIC HEARING NOTICE OF ANNUAL REVIEW OF THE DEVELOPMENT AGREEMENT BETWEEN THE CITY OF NEWPORT BEACH AND HOAG MEMORIAL HOSPITAL PRESBYTERIAN NOTICE IS HEREBY GIVEN that the City Council for the City of Newport Beach will hold a public hearing pursuant to Section 15.45.080 of the Municipal Code to review the status of the Development Agreement. The City and Hoag Hospital entered into a Development Agreement in 1994, which was amended in 2008, for the purpose of ensuring the orderly expansion of Hoag Hospital. The review will examine Hoag's good faith compliance with the provisions of the Development Agreement, the Planned Community Development Plan District Regulations and applicable environmental mitigation measures. Hoag Hospital is located at 1 Hoag Drive, which is south of Hospital Road, west of Newport Boulevard, north of Coast Highway and generally south and east of two residential communities (Villa Balboa and Versailles). NOTICE IS HEREBY GIVEN that the review of this Development Agreement and any potential actions relate thereto are not defined as a "project' pursuant to the California Environmental Quality Act, and therefore actions taken are not subject to environmental review. NOTICE IS HEREBY FURTHER GIVEN that said public hearing will be held on April 28, 2009, at the hour of 7:00 p.m. in the City Council Chambers (Building A) at 3300 Newport Boulevard, Newport Beach, California, at which time and place any and all persons interested in the matter may appear and be heard. If you challenge this project in court, you may be limited to raising only those issues you or someone else raised at the public hearing (described in this notice) or in written correspondence delivered to the City, at, or prior to, the public hearing. For information call (949) 644 -3210. 14 VT Y eila 11. Brown, City Clerk City of Newport Beach NOTICE OF PUBLIC HEARING NOTICE OF ANNUAL REVIEW OF THE DEVELOPMENT AGREEMENT BETWEEN THE CITY OF NEWPORT BEACH AND HOAG MEMORIAL HOSPITAL PRESBYTERIAN NOTICE IS HEREBY GIVEN that the City Council for the City of Newport Beach will hold a public hearing pursuant to Section 15.45.080 of the Municipal Code to review the status of the Development Agreement. The City and Hoag Hospital entered into a Development Agreement in 1994, which was amended in 2008, for the purpose of ensuring the orderly expansion of Hoag Hospital. The review will examine Hoag's good faith compliance with the provisions of the Development Agreement, the Planned Community Development Plan District Regulations and applicable environmental mitigation measures. Hoag Hospital is located at 1 Hoag Drive, which is south of Hospital Road, west of Newport Boulevard, north of Coast Highway and generally south and east of two residential communities (Villa Balboa and Versailles). NOTICE IS HEREBY GIVEN that the review of this Development Agreement and any potential actions relate thereto are not defined as a "project" pursuant to the California Environmental Quality Act, and therefore actions taken are not subject to environmental review. NOTICE IS HEREBY FURTHER GIVEN that said public hearing will be held on April 28, 2009, at the hour of 7:00 p.m. in the City Council Chambers (Building A) at 3300 Newport Boulevard, Newport Beach, California, at which time and place any and all persons interested in the matter may appear and be heard. If you challenge this project in court, you may be limited to raising only those issues you or someone else raised at the public hearing (described in this notice) or in written correspondence delivered to the City, at, or prior to, the public hearing. For information call (949) 644 -3210. �� -Lei I. own, City Clerk City of Newport Beach line to i Use Avery® Te plate 51600 j Feed Paper expose Po -UUp Edge- ' HOSHIZAKI INVESTMENT CO JOHN LYNN HART 505 E 1ST ST #H 49 BALBOA CVS TUSTIN, CA 92780 NEWPORT BEACH, CA 92663 ® 1 AVER(® 5960 *M ; 1 CHARLES L KRISS 50 BALBOA CVS NEWPORT BEACH, CA 92663 WILLIAM GEORGE WUNSCH DWANE MARSHALL CLARK ROBERT RUSSELL READ 51 BALBOA CVS PO BOX 1402 53 BALBOA CVS NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92659 NEWPORT BEACH, CA 92663 HILLIS RITA E GIOVINETTI PHILIP S & AUDREY W KEELER 54 BALBOA CVS 55 BALBOA CVS 2 BALBOA CVS NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 GEORGE P FORTEVILLE JILL KATHLEEN LINDSAY PAUL C LIU 3 BALBOA CVS 4 BALBOA CVS 11 BALBOA CVS NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 VALERIE GRAY RONALD N BONE KAREN C ORLANDO 13 BALBOA CVS 112 RODEO CT 15 BALBOA CVS NEWPORT BEACH, CA 92663 LAFAYETTE, CA 94549 NEWPORT BEACH, CA 92663 CLIFFORD STARK MARCO A BALIEU PAUL DONNELLY 17 BALBOA CVS 18 BALBOA CVS 3943 W COAST HWY NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 RONALD BRODERICK HOWARD WILLIAM J KINDEL CAROLYN KING 28983 JAEGER DR 3939 W COAST HWY 115 PASEO MARGUERITA LAGUNA NIGUEL, CA 92677 NEWPORT BEACH, CA 92663 VISTA, CA 92084 DIANA ABRAVANEL ALEX G OF DOMASZEWICZ RIDDLE PO BOX 1194 32 BALBOA CVS 33 BALBOA CVS NEWPORT BEACH, CA 92659 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 GARY TINSLEY BETTY L LARSON BALBOA COMMUNITY VILLA 24725 GARLAND DR 36 BALBOA CVS PO BOX SANTA CLARITA, CA 91355 NEWPORT BEACH, CA 92663 IRVINE 92616 BALBOA COMMUNITY VILLA CITY OF NEWPORT BEACH CITY OF NEWPORT BEACH PO BOX 4708 3300 NEWPORT 3300 NEWPORT VD IRVINE, CA 92616 NEWPOR ACH, CA 92663 NEWPORT15fACH, CA 92663 ftiquettes faciles 8 paler Utillsez le AVERY® 51600 ;' A kpliez 8 la hachure a8n de i, wwwaverycom gabark i charaement r6v6ler le rebord Pop -Uprm i 1.800.60 -AVERY Easy Peel® Labels i ♦ Bend along line to i j�f® 596OTM I Use Avery Template 5160 j Feed Paper expose Pop-Up Edge* 1 CITY OF NEWPORT BEACH PO BOX 1768 NEWPO ACH, CA 92658 NEWPORT LIDO MEDICAL 351 HOSPITAL RD #304 NEWPORT BEACH, CA 92663 VICTOR J BUCCOLA 16979 EDGEWATER LN HUNTINGTON BEACH, CA 92649 JOSEPH J FARRIS 220 NICE LN #308 NEWPORT BEACH, CA 92663 OGLE 220 NICE LN #315 NEWPORT BEACH, CA 92663 THOMAS G BENVENUTI 355 PLACENTIA AVE #102 NEWPORT BEACH, CA 92663 CURTIS A & V L HERBERTS 355 PLACENTIA AVE #8 NEWPORT BEACH, CA 92663 COSTA MESA MEDICAL CENTER 3921 SANDUNE LN CORONA DEL MAR, CA 92625 MEMORIAL HOSPITAL HOAG 1 HOAG DR NEWPORT BEACH, CA 92663 STATE OF CALIF DIV OF 3337 MICHELSON DR #380 IRVINE, CA 92612 ORANGE COAST ASSOCIATION 401 OLD NEWPORT BLVD 4100 NEWPORT BEACH, CA 92663 AURELIA DONGO 207 LA JOLLA DR NEWPORT BEACH, CA 92663 JOSEPH GARAVAGLIA 220 NICE LN #311 NEWPORT BEACH, CA 92663 DARELBENVENUTI 355 PLACENTIA AVE #100 NEWPORT BEACH, CA 92663 DAVID BENVENUTI 355 PLACENTIA AVE #104 NEWPORT BEACH, CA 92663 COSTA MESA MEDICAL CENTER 3921 SANDUNE LN CORONA DEL MAR, CA 92625 AEA INVESTMENTS LLC 1525 SUPERIOR AVE #104 NEWPORT BEACH, CA 92663 KHOIINGUYEN 11 VINCENNES NEWPORT COAST, CA 92657 JAK STAR LIMITED BERNARD GREENE PO BOX 7643 30 VALERIO NORTHRIDGE, CA 91327 NEWPORT BEACH, CA 92660 LINDA S THOMPSON 307 PLACENTIA AVE NEWPORT BEACH, CA 92663 CDO INVESTMENTS LLC 307 PLACENTIA AVE #205 NEWPORT BEACH, CA 92663 MICHAEL GANDY 222 OLD NEWPORT BLVD NEWPORT BEACH, CA 92663 EDITH K HANLON 220 NICE LN #313 NEWPORT BEACH, CA 92663 JOHN A HOLLAND 355 PLACENTIA AVE #101 NEWPORT BEACH, CA 92663 HANSEL DAVID BENVENUTI 106 LINDA ISLE NEWPORT BEACH, CA 92660 CHARLES W MONIAK 320 SUPERIOR AVE #230 NEWPORT BEACH, CA 92663 COSTA MESA MEDICAL CENTER 3921 SA COI; f A DEL MAR, CA 92625 LAWRENCE H GANZELL 2445 OCEAN ST CARLSBAD, CA 92008 SUMIRAH BAKKELO 220 NICE LN #106 NEWPORT BEACH, CA 92663 I tiquettes fadles a peler Util�e2le AVERIf®5160® ; I. ♦ ' $ la hachure afro de www.avery.com i gabarit 1 chareement Molar le rehord Pop -UpT i 1- 800-GO -AVERY Easy Peel® Labels i ♦ Bend along line to © AVERY® 5960Tm i i Feed Paper expose Pop -Up EdgeTM Use Avery® Template 51600 1 1 MICHAEL P FILLMAN MARLAJANN WILLIAMS MARY C BERCOVITZ 3411 STATE RD 220 NICE LN #108 220 NICE LN #109 BAKERSFIELD, CA 93308 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 DONALD STEELE EUGENE CALIDONNA MICHAEL SANTAVENERE 220 NICE LN #110 PO BOX 174 45695 CIELITO DR NEWPORT BEACH, CA 92663 SEAL BEACH, CA 90740 INDIAN WELLS, CA 92210 ARIEL S COMPTON -CRUCE COSTA MESA MEDICAL CENTER JAMES CHARLES VOGEL 355 PLACENTIA AVE #301 3921 SANDUNE LN 355 PLACENTIA AVE #306 NEWPORT BEACH, CA 92663 CORONA DEL MAR, CA 92625 NEWPORT BEACH, CA 92663 COSTA MESA MEDICAL CENTER EDGARDO L VILLANUEVA BARKYOUMB TIMOTHY P 1 3921 SANDUNE LN 220 NICE LN #201 200 E RANDOLPH ST CORONA DEL MAR, CA 92625 NEWPORT BEACH, CA 92663 CHICAGO, IL 60601 DARYL M BROTMAN LUKE KUPERSMITH LYNETTE M KOWALKE 220 NICE LN #205 220 NICE LN #208 220 NICE LN #209 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 JAMES PAUL LARKIN Y SEMRA BILGEN SEAN ROBERT JARNE 8933 ENFIELD AVE 220 NICE LN #213 220 NICE LN #214 NORTHRIDGE, CA 91325 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 DOUG TAMKIN KEVIN PHILLIPS JAMES E PIEROG 220 NICE LN #307 270 CAGNEY LN #201 270 CAGNEY LN #202 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 JAMES K COLLINGS ALLAN EDWARD SLATIN RICHARD MATTE 270 CAGNEY LN #205 270 CAGNEY LN #206 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 JOHN C ROBINSON R MICHAEL JARVIS HENRY A ODE 270 CAGNEY LN #207 270 CAGNEY LN #208 270 CAGNEY LN #212 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 TINA CHRISTIANSEN BETTY ANN GIDLOF JEFFREY P ASHTON 270 CAGNEY LN #213 152 VIA SAN NICOLO 14 CENTER CT NEWPORT BEACH, CA 92663 PALM DESERT, CA 92260 LAGUNA NIGUEL, CA 92677 itiquettes faclles 8 peler �', ♦ R4pliez 8 la hachure afro de www.averymm Utilisez le gabarit AVERY® 51600 charne, rent r601er le rebord Pop -Up* it 1 -800-G0 -AVERY ;: Easy Peer Labels ; 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Advertisements of all kinds including public notices by Decree of the Superior Court of Orange County, California. NupLrgq�4� I1 /E D September 29, 1 %1, and A -24831 June 11, 1963. �FIF.. -.1(11 FILL lllL�CJJJJJJ PROOF OF PUBLICATICIF APR "I AN $ 52 STATE OF CALIFORNIA) Gn ) ss. COUNTY OF ORANGE ) I am a Citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in the below entitled matter. I am a principal clerk of the NEWPORT BEACH - COSTA MESA DAILY PILOT, a newspaper of general circulation, printed and published in the City of Costa Mesa, County of Orange, State of California, and that attached Notice is a true and complete copy as was printed and published on the following dates: April 18, 2009 I declare, under penalty of perjury, that the foregoing is true and correct. Executed on April 21, 2009 at Costa Me�s California. Signature' -IM N NOTICE OF PUBLIC HEARING NOTICE OF ANNUAL REVIEW OF THEDEVEIOPMENT AGREEMENT BETWEEN THE CITY OF NEWPORT REACH AND HOAG MEMORIAL HOSPITAL PRESBYTERIAN NOTICE 15 HEREBY GIV- EN that the City Council for the City of Newport Beach will hold a public hearing pursuant to Sec bon 15.45.080 of the Municipal Code to re- view the status of the Development Agreement. The City and Hoag Hos- pital entered into a Ge- velopment Agreement in 1994. which was amended in 2008, for the Purpose of ensuring the orderly expansion of Hoag Hospital. The re- view will examine Hoag's good faith com- pliance with the provi- sions ,of the Develop menu Agreement, the Planned Community De- velopment Plan District Regulations and applica. ble environmental mdi- gation measures. Hoag Hospital is located at 1 Hoag Drive, which is south of Hospital Road, west of Newport Bou- levard, north of Coast Highway and generally south and east of two residential communities (Villa Balboa and Ver sailles). NOTICE IS HEREBY GIV- EN that the review of this Development Agreement and any po- tential actions relate thereto are not defined as a 'project' pursuant to the California Env, ronmental Quality Act, and therefore actions token are not subject to environmental review. NOTICE IS HEREBY FUR- THER GIVEN that said public hearing will be held on April 28, 2009, at the L 1 of 7:00 p.m. in the City Council Chambers (Building A) at 3300 Newport Boule- vard. Newport Beach, California, at which time and place any and all persons interested In the matter may appear and be heard. If you chal- lenge this project in court, you may be limited to raising only those issues you or Spin eone else you at the public hearing (de- scribed in this notice) or ie written corre- spondence delivered to the City, at, or prior to. the public hearing. for information call (949) Pilot ew ATTACHMENT 1 STATE OF CALIFORNIA - NATURAL RESOURCES AGENCY Amold Schwattenegger, Govemor CALIFORNIA COASTAL COMMISSION wth Coast Area Office �Oceangate, Suite 1000 February 10 2 9 Beach, CA 90802 -4302 ry 009 (562)590 -5071 0 Edward Selich Mayor City of Newport Beach 3300 Newport Blvd. Newport Beach, CA 92658 -8915 Richard Afable, M.D. President & CEO Hoag Memorial Hospital Presbyterian One Hoag Drive Newport Beach, CA 92658 -6100 Re: City of Newport Beach and Hoag Hospital Development Agreement Amendment Development Agreement Amendment No. 5 -09 -008 Dear Mr. Selich & Mr. Afable: Please accept this letter as confirmation that the California Coastal Commission, at its February 5, 2009 meeting in Huntington Beach, approved Development Agreement Amendment No. 5- 09-008 between the City of Newport Beach and Hoag Memorial Hospital Presbyterian. The approved development agreement amendment allows changes to the approved development agreement (1994) inciuding: maintaining the overall development cap for the entire site of 1,343,238 square foot, transferring up to 225,000 square feet of the existing 577,889 square feet of development potential from the lower campus portion of the site (which is located within the coastal zone) to the upper campus (located outside the coastal zone) that will then have a maximum development potential of 990,349 square feet. Pursuant to California Government Code Section 65869, a development agreement is not valid for any development project located in an area for which a local coastal program is required to be prepared and certified unless the Commission approves such development agreement by formal Commission action. This requirement has now been fulfilled. However, for any project that has not yet received Coastal Act authorization, the Development Agreement as amended does not relieve the hospital or the City of their obligation to obtain Coastal Act authorization prior to commencing development that falls within the scope of the Development Agreement. Thus, future development at the subject site located within the coastal zone will require approval of a coastal development permit. Please do not hesitate to contact me at the above telephone number with any questions regarding this matter. Sincerely m' ,� Meg Vaughn Staff Analyst cc: David Lepo, Planning Director James Campbell, Senior Planner Dennis O'Neil, Hewitt & O'Neil, LLP 5 -09.008 NB.Hcag bevAgrAm pat actn Itr 2.10.99 my ATTACHMENT 2 RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Consultants in Architectural Acoustics and Noise Control 12 March 2009 Executive Summaru Acoustical Measurement Program Test Report Hoag Memorial Hospital Presbyterian Newport Beach, California The following narrative presents summary data included in the 11 March 2009 Acoustical Measurement Test Report No. 010309 prepared by RS Acoustics Inc. Acoustical tests were conducted on 18, 19 and 27 February 2009 to detem tine the noise level environment at the Hoag Hospital campus and adjacent properties. Measurements include hospital equipment - generated noise as well as general ambient conditions from traffic and aircraft operations. The following areas were monitored and comprehensive results with measurement descriptions are included in the unabbreviated test report. • • Main loading dock • Ancillary Bldg. rooftop • 200 Paris Lane Day and nighttime operations equipment Daytime conditions • Dietary loading dock Nighttime operations • General ambient conditions Daytime operations . West tower mech. room Day and nighttime conditions • Cogeneration facility Nighttime operations Day and nighttime operations City of Newport Beach noise standards specify maximum allowable intruding noise levels when measured at the property line, or within uninhabitable areas of an affected property not to exceed L,q -55 during daytime hours, and Lw -50 during nighttime hours for Zone I residential properties. Daytime noise levels of L, -60 and nighttime levels of Les -50 cannot be exceeded in Zone III mixed -use residential properties. Maximum allowable noise levels L..x, are defined as the Leg levels plus 20 decibels for both day and nighttime conditions. Noise standards included in the Planned Community Development Criteria and District Regulations however supersede the Newport Beach noise ordinance regarding noise generated in the hospital main loading dock area, allowing for L.q-65 maximum daytime noise levels and Lq -55 maximum nighttime noise levels. Summary results are presented below for all major acoustical measurements conducted and a brief recapitulation follows the summary results. Executive Summary Hoag Memorial Hospital Presbyterian Page 2 Acoustical Measurement Test Report Main Loading Dock A. Daytime a. Allowable levels: l eq -65.0 Measured levels: i es -65.6 B. Nighttime a. Allowable levels: LC55.0 Measured levels: Leq -52.8 C. Discussion: Nighttime measured noise levels comply with the Leq-55 maximum allowable noise level requirements of the Planned Community text. Daytime measured dock activity and general traffic- generated noise levels exceed the maximum Leq-65 noise level specified in the Planned Community text. Vehicles however are specifically exempted from the applicable noise standard. To deduct the noise contribution of traffic noise from the measured Leq -65.6 (comprised of loading dock and traffic noise), measurements of traffic noise -only were conducted at the loading dock during daytime hours with the loading dock closed to determine the noise contribution of the traffic. Traffic noise (without loading dock noise) was determined to be Le9-56.9. If the Uq -56.9 traffic noise levels are subtracted from the combined Le x65.6 traffic and loading dock noise, the calculated loading dock -only noise is Leq -64.9, which satisfies the requirements of the Planned Community text noise standard. Dietary Loading Dock A. Daytime a. Allowable levels: i. Zone I: Leq -55.0 Zone III: Le,-60.0 Measured levels: L q -60.4 b. Discussion: Daytime Leq -60.4 exceeds the City of Newport Beach maximum allowable noise levels however measurement conditions consist predominantly of offsite traffic noise which is not governed under the Newport Beach noise ordinance. Only three (3) loading dock operations occurred during our program. Landscape maintenance noise also included in a segment of the measurements. B. Nighttime a. Integrated within Ancillary Bldg. rooftop equipment measurements. 200 Paris Lane A. Daytime a. Condominium complex generated noise: Leq -54.1 b. Periods of absence of complex generated noise: Leq-46.3 B. Discussion: Traffic - generated noise levels were predominant and noise levels from hospital operations were found to be inaudible. Cogeneration Facility A. Daytime a. Allowable levels: Leq -55.0 b. Measured levels: i. 5' elevation: Leq -57.3 20' elevation: Leq -60.8 c. Discussion: Daytime measured Leq -57.3 / Leq -60.8 exceed the maximum allowable levels however the measurements were comprised of consistent offsite traffic noise which is not governed under the Newport Beach noise ordinance. Cogeneration facility inaudible with background traffic levels. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 r L_J Executive Summary Page 3 B. Nighttime a. Allowable levels: L--50 b. Measured levels: Hoag Memorial Hospital Presbyterian Acoustical Measurement Test Report i. 5' elevation: Ltq-51.1 20' elevation: L-� 50.6 c. Discussion: Audible exhaust fan serving underground transformer on Superior Ave. was operating for the entirety of our nighttime measurements. Noise levels with this fan operating exceeded the maximum allowable noise level limits. Noise levels measured by RSA Inc. on 10 July 2008, without the exhaust fan noise contribution measured L x49.5. This is an accurate measurement of the cogeneration facility with all four cooling towers operating and which also satisfies the Newport Beach maximum allowable noise level limits. Ancillary Bldg. Rooftop Equipment A. Nighttime a. Allowable levels: Le r50 Measured levels: L q -51.9 B. Discussion: Exceeds Lq-50 Newport Beach ordinance with kitchen exhaust fans inoperative. Acoustical shielding barrier is constructed immediately inside the rooftop parapet however was incomplete at time of test. Several access openings approximately 10' wide occur at the west section of the barrier which substantially diminishes the attenuation expected for such a barrier. Should solid, acoustically impervious access panels be installed in these openings, we anticipate the noise levels of the equipment measured would be reduced sufficiently to satisfy the noise ordinance. West Tower Mechanical Equipment Room A. Nighttime a. Allowable levels: L q -50.0 Measured levels: Uq -50.3 B. Discussion: Exceeds L r50 Newport Beach ordinance for nighttime noise levels. Remedial work has been completed at the exterior wall of this mechanical room including the addition of acoustical louvers at service openings. The source of mechanical equipment noise was a combination of the West Tower mechanical equipment and noise from the Ancillary Bldg. rooftop. When the rooftop acoustical barrier is complete, we estimate that the measured noise levels would be reduced by at least 0.3 dB(A) and satisfy the noise ordinance. General Ambient Conditions A. Locations a. Catalina Drive and Old Newport Blvd b. Superior Avenue and Sunset View Park c. Sunset View Park and West Hoag Road B. Test description a. To illustrate the general noise environment in and around the hospital, and document any changes, noise measurements were conducted during daytime and nighttime hours. The noise levels measured in these locations are from traffic sources only. Specific hospital equipment and on -site operations were not included in these measurements. C. General ambient test results a. Catalina Drive and Old Newport Blvd i. Daytime: L, re.7 RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 0 E Executive Summary Page 4 ii. Nighttime: Leq-55.6 b. Superior Avenue and Sunset View Park i. Daytime: Leq -63.9 H. Nighttime: Lw52.0 c. Sunset View Park and West Hoag Road i. Daytime: Leq -62.5 ii. Nighttime: L.q -53.1 Hoag Memorial Hospital Presbyterian Acoustical Measurement Test Report Measurement Recanitulation Main Loading Dock Nighttime: Acceptable Daytime: Acceptable with traffic noise deducted from measurement result. Dietary Loading Dock Daytime: Dock noise negligible. Ambient levels measured are primarily from offsite sources. 200 Paris Lane Noise from Hoag Hospital inaudible within condominium complex at this address. Cogeneration Facility Daytime: Hoag Hospital equipment noise for the most part inaudible due to traffic noise. Nighttime: Offsite exhaust fan corrupted nighttime measurements. Refer to measurements conducted 10 July 2008 for accurate measurements which do satisfy the ordinance requirements. Ancillary Bldg. Rooftop Equipment Nighttime: Fails to satisfy ordinance. Incomplete rooftop barrier should reduce levels to satisfy the ordinance. West Tower Mechanical Equipment Room Nighttime: Fails to satisfy ordinance however contribution of Ancillary Bldg. rooftop equipment contributes to the measured levels. Completion of the rooftop barrier should provide sufficient attenuation to reduce noise to comply with the noise ordinance. RS ACOUSTICS inc 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 ,3965 F (661) 310 -3783 RS ACOUSTICS inc. 15751 Beaver Run Rd Canyon Country CA 91387 P (661) 251-3965 F (661) 310-3783 Consultants in Architectural Acoustics and Noise Control DRAFT ACOUSTICAL MEASUREMENT PROGRAM TEST REPORT HOAG MEMORIAL HOSPITAL PRESBYTERIAN NEWPORT BEACH, CALIFORNIA Prepared for: Hoag Memorial Hospital Presbyterian One Hoag Road Newport Beach, CA 92658 Prepared by: RS Acoustics Inc. 15751 Beaver Run Rd. Canyon Country, CA 91387 Phone: (661) 251 -3965 Fax: (661) 3103783 Date: 11 March 2009 Report No. 010309 This report presents the results of an acoustical noise measurement program conducted at the Hoag Memorial Hospital Presbyterian campus in Newport Beach, California. This report is part of an annual review to determine the current noise environment and whether implementation of noise mitigation measures have successfully achieved the design criterion for noise sources located within the Hoag Memorial Hospital Presbyterian complex. 1• CI Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 2 Table of Contents Title Section Pa gue Project Description 1.1 3 Community Noise Assessment Metrics 1.2 3 City of Newport Beach Noise Standards 1.3 5 Hoag Memorial Hospital Planned Community Development Criteria & District Regulations 1.4 7 Summary of Noise Standards and Criteria 1.5 8 Test Equipment 1.6 8 Main Loading Dock Daytime Noise Levels & Activity 2.1 9 Main Loading Dock Nighttime Noise Levels & Activity 2.2 12 Dietary Loading Dock Noise Levels & Activity 2.3 13 Cogeneration Facility Daytime Noise Levels & Activity 2.4 16 Cogeneration Facility Nighttime Noise Levels & Activity 2.5 18 Ancillary Building Rooftop Mechanical Equipment 2.6 19 West Tower Mechanical Equipment Room 2.7 20 200 Paris Lane -Villa Balboa Condominium Complex 2.8 22 General Ambient Conditions 2.9 24 Conclusion and Summary of Acoustical Testing Results 3.1 26 Appendix A -1 Cogeneration Facility Data (Daytime, +4' Elev.) A -2 Cogeneration Facility Data (Daytime, +20' Elev.) A -3 Cogeneration Facility Data (Nighttime, +4' Elev.) A-4 Cogeneration Facility Data (Nighttime, +20' Elev.) A -5 RS ACOUSTICS inc_ 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 3 Hoag Memorial Hospital Presbyterian is located at One Hoag Drive in Newport Beach, California as shown on the vicinity map on Figure 1. The hospital campus is split into two distinct planning sections described as the "Upper Campus' to the north, and the "Lower Campus" to the south. The Upper Campus section is bordered by Hospital Road to the north, West Hoag Drive to the west, Newport Boulevard (55) to the east, and a hospital multi-level parking structure extends south to the Newport Blvd. off -ramp connecting Newport Blvd. to Pacific Coast Highway. The Lower Campus section is bordered to the north by Sunset View Park and Villa Balboa townhomes, Superior Avenue to the west Newport Blvd. to the east, and the southern boundary is bounded by Pacific Coast Highway (Highway 1). 1.2 Community Noise Assessment Metrics In general, community noise measurements or assessments refer to descriptions of the exterior noise environment in the vicinity of inhabited areas. Descriptions of noise usually include the time and spatial variations in the outdoor noise environment throughout a specific area so that descriptions are relevant to the effect on people within the specified area. Outdoor noise environments vary greatly in magnitude and character among locations throughout a community — from the quiet suburban areas bordering on farmland, to the din of traffic in downtown city streets. They generally vary with time of day, being relatively quiet at night when activities are minimal, and noisier in morning and afternoons during peak traffic periods. Noise or unwanted sound is complex and may be comprised of a broad range of sounds often including low and high frequency components, which may also occur at differing decibel levels. To help simplify and quantify the human judgment of relative loudness and provide a simple single -number rating system, the A- weighting network was developed. A- weighted sound level "db(A)" is one of the most widely used methods of stating community noise design goals and regulations in terms of a single number rating system. A- weighted sound levels are obtained with a sound level meter incorporating an electronic weighting network that de- emphasizes the low frequency portions of the noise spectrum, to automatically compensate for the lower sensitivity of the human ear to low frequency sounds. High frequency components of sound,1000Hz and above are relatively unchanged in A- weighting networks as the human ear is fairly equally sensitive to all sounds occurring in this high frequency range. The single A- weighted number is the sum of all A- weighted sound energy within a given range incorporating the 32Hz to 8000Hz octave bands. The City of Newport Beach, as is typical of most other cities, utilizes A- weighted sound levels in their noise ordinance to quantify allowable noise levels which are averaged over a specific time period. This time component is specified to allow for varying noise conditions such as the fluctuating noise levels associated with vehicular traffic stopping or accelerating from an intersection. The resultant level would be the average of all sound levels measured within the stated time period. 1 RS AC O i 'I'I in 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian . Draft Acoustical Test Program Report Page 4 �Y�P W 1•A101 u.... InsM I I �.TAIBEAr l antra IEKt y T F, Py q%xL _ so ST i f IE610Y1[ s SYrIOEE� I 1 9. Iv.ouu 4 AC ST efkAD ST iwrn Mgr tp . GEW6P Y S ��° maUM1 ST f �+ 'N _ 14TH S W : 19TH P,,%R ST sr 1w < (CMCP Sr 4, 116E [EMT[P SI > b..o . ){ 7 plat _ WT:D DR tIOOrIOrtu IP,"M ST r r A �•.. 1 a Ip4nr, u \ JMts sl pMF — �..: Fr C /r kf14 w n SEE FC, FI s \ 5p10;0 AtAyf w ' .... Y.uir+a A p nY .nlu -, x S1 ` Y 4 C f V l6M 1 4.1 e q ' pp ' ^!sue n ■ UTIfMI {�..r *wx 40 9 19 1 a dr a g^ p �✓ I ��' }♦ ��r jU`E: ,�• 3 i.� 4r ERI pOR "• c ,war irV s 71 i Hoag Memorial HodblitalY` ` �{ I "' r° ° 4'r'q °�+ .0 -Presbyterian 3 Vicinity Map Figure 1 Hoag Memorial Hospital Presbyterian • RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 • Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 5 The noise ordinance of The City of Newport Beach requires that noise measurements be conducted and averaged over a 15 minute period, with a sound level meter set for a slow response averaging time. The result is termed a "15 minute L.4", (Equivalent Noise Level) and is measured and presented in A- weighted decibels levels. By definition, a 15 minute I q is the A- weighted sound level corresponding to a steady -state sound level containing the same total energy as a time- varying signal over the 15 minute period. For brief or short duration sounds such as sounds from impacts, The City of Newport Beach utilizes the I. metric or Maximum Sound Level. This metric is also expressed in A- weighted decibels, and per the requirements of the ordinance is measured at the slow response averaging time. L. noise levels quantify the highest sound level measured or recorded during a designated time interval or event. 1.3 City of Nc=ort Beach Noise Standards 10.26.025 Exterior Noise Standards A. The following noise standards, unless otherwise specifically indicated, shall apply to all property with a designated noise zone: Noise Zone Type of Land Use Measuring Metric (A wtd) Daytime Ni me ttm Allowable Exterior Noise Level (Leq) 7:00 am- IDt10 pin Allowable Exterior Noise Level (Leq) 1000 pin - 7:00 am I Single -, two-, or multiple - family residential. 15 minute L, 55 dB(A) 50 dB(A) *L.,.. . 75 dB(A) 70 dB(A) 11 Commercal 15 minute 1, 65 dB(A) 60 dB(A) •Lm.. 85 dB(A) 80 dB(A) III Mixed Use Residential •' 15 minute L, 60 dB(A) 50 dB(A) *1—. 80 dB(A) 70 dB(A) IV Industrial or Manufacturing 15 mirmte 70 dB(A) 70 dB(A) .1. 90 dB(A) 90 dB(A) 10.26.030 Interior Noise Standards Noise Zone Type of Land Use Measuring Metric (A wM) Daytime Ni tiime Allowable Interior Noise Level (Leq) 7:00 am -10:00 pro Allowable Interior Noise Level (Leq) IDOD pm - 7:00 am 1 Residential. 15 minute Leq 45 dB(A) 40 dB(A) L.,.. 65 dB(A) 60 dB(A) III Residential portions of mixed use 15 minute L.s 45 dB(A) 40 dB(A) *1. 65 dB(A) 60 dB A properties" • Lmax levels defined in B2 below •* Residential properties within 100' of commercial property line defined in D. below. If the ambient noise level exceeds the resulting standard, the ambient shall be the standard. B. It is unlawful for any person at any location within the incorporated area of the City to create any noise, or to allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such person, which causes the noise level when measured on any other property, to exceed either of the following: • RS ACOUSTICS inc 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 6 1. The noise standard for the applicable zone for any fifteen - minute period; 2. A maximum instantaneous noise level equal to the value of the noise standard plus twenty (20) DBA for any period of time (measured using A- weighted slow response). C. In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under said category shall be increased to reflect the maximum ambient noise level. D. The Noise Zone III standard shall apply to that portion of residential property falling within one hundred (100) feet of a commercial property, if the intruding noise originates from that commercial property. E. If the measurement location is on boundary between two different noise zones, the lower noise level standard applicable to the noise zone shall apply. (Ord. 95 -53 § 1,1995; Ord. 958 § 11 (part), 1995) As discussed in the following section, the ordinance defines the locations where acoustical measurements are to be made to determine compliance with the noise standard criteria. 10.26.055 Noise Level Measurement A. The location selected for measuring exterior noise levels in a residential area shall be at any part of a private yard, patio, deck or balcony normally used for human activity and identified by the owner of the affected property as suspected of exceeding the noise level standard. This location may be the closest point in the private yard or patio, or on the deck or balcony, to the noise source, but should not be located in nonhuman activity areas such as trash container storage areas, planter beds, above or contacting a property line fence, or other areas not normally used as part of the yard, patio, deck or balcony. The location selected for measuring exterior noise levels in a nonresidential area shall be at the closest point to the noise source. The measurement microphone height shall be five feet above finish elevation or, in the case of a deck or balcony, the measurement microphone height shall be five feet above the finished floor level. B. The location selected for measuring interior noise levels shall be made within the affected residential unit. The measurements shall be made at a point at least four feet from the wall, ceiling or floor, or within the frame of a window opening, nearest the noise source. The measurements shall be made with windows in an open position. (Ord. 95 -38 § 11 (part), 1995) Special provisions for Heating. Venting and Air Conditioning equipment are provided for in the ordinance as follows: 10.26.045 Heating, Venting and Air Conditioning — Special Provisions A. New HVAC Equipment. New permits for heating, venting and air conditioning (HVAC) equipment in or adjacent to residential areas shall be issued only where installations can be shown by computation, based on the sound rating of the proposed equipment, not to exceed an A- weighted sound pressure level of fifty (50) dB(A) or not to exceed an A- weighted sound pressure level of fifty-five (55) dB(A) and be installed with a timing device that will deactivate the equipment during the hours of ten p.m. to seven a.m. The method of computation used shall be that specified in "Standard Application of Sound Rated Outdoor Unitary Equipment," Standard 275, Air conditioning and Refrigeration Institute, 1984 or latest revision thereof. 1,•RS ACfJLISTTCS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 P (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 7 B. Existing HVAC Equipment. 1. HVAC equipment legally installed prior to April 22,1981, shall be permitted to operate with an exterior noise limit of sixty -five (65) dB(A) until January 1, 1998. 2. HVAC equipment legally installed prior to April 22,1981, shall be exempted from the interior noise level standard as specified in Section 10.26.030 of this chapter until January 1, 1998. 3. HVAC equipment legally installed after April 22,1981, and prior to the date of adoption of this chapter shall not exceed a maximum exterior noise limit of fifty- five (55) dBA during the ninety -day compliance period set forth in Section 10.26.005. C. In the event that HVAC equipment cannot meet the requirements set forth in this chapter, then the exterior noise limit for such equipment may be raised to sixty -five (65) dBA and exempted from the interior noise level standard as specified in Section 1026.030 of this chapter, provided that the applicant obtains the written consent of all the owners of the affected properties. (Ord. 95 -38 § 11 (part), 1995) 1.4 Hoag Memorial Hospital Planned Community Development Criteria & District Regulations Amendment to Restated Development Agreement Paragraph 1.17 Noise Limitation The existing Planned Community (PC) Text provides that noise generated from Hoag Hospital from new mechanical appurtenances shall not exceed 55 dB(A) at the Property lines. This noise limitation was established prior to the adoption of the City's Noise Element in the General Plan and Noise Ordinance. It is proposed that noise generated and originating from the Property be governed by the city Noise Ordinance with certain exceptions. Planned Community Development Criteria and District Regulations M. Noise Standards Noise generated at the Hoag Hospital property shall be governed by the City of Newport Beach Noise Ordinance, except as noted below for the Loading Dock Area. 1. The applicable noise standard at the Hoag Hospital property line adjacent to the loading dock area shall be as follows: 2. Within the Loading Dock Area during daytime hours, vehicles shall be exempt from applicable noise standards as listed above. I� RS AC 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 ,3965 F (661) 310 -3783 7:00am -10:00 m T&00 —7Wam Daytime Nighttime L, 15 min 65 dB(A) 55 dB(A) 2. Within the Loading Dock Area during daytime hours, vehicles shall be exempt from applicable noise standards as listed above. I� RS AC 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 ,3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 8 Vehicle idling shall be prohibited on West Hoag Drive and within the loading dock areas, except that refrigerated vehicles may idle while at the loading docks when refrigeration is necessary. In addition, the grease pit cleaning which is exempt from the City Noise Ordinance as a maintenance activity shall occur on a Saturday between the hours of 11:00 am and 3:00 pm. 1.5 Summary of Noise Standards and Criteria In general, there are two discrete and separate noise sources generated within the Hoag Hospital campus that are the main objectives of this report The first being building mechanical equipment noise from fixed sources, and the second being the fluctuating noise activity associated with the daytime operation of the main loading dock. Based on the PC Development and Entitlement language in the previous section, hospital building mechanical equipment should comply with the standards of the City of Newport Beach, and noise from the loading dock area is to comply with the standards of the PC development Criteria. Per the City ordinance, the location for measuring exterior noise levels in a residential area shall be at any part of a private yard, patio, deck or balcony normally used for human activity. Per the PC text, the location for measuring loading dock activity shall be directly at the property line. Our measurements of mechanical equipment were on Hoag Hospital property near or at the property line and not on the residential property allowable by City ordinance. Because sound level decreases with increased distance from the source, we would anticipate that the mechanical equipment noise levels measured would be slightly less if they were measured within the unoccupied areas of the residential complex. Our measurements for the loading dock activity were at the property line per the PC text language. 1.6 Test Equipment Noise levels measurements were conducted with the following equipment which was calibrated immediately prior to and following the test procedures: • Larson Davis Type 824 Type 1 integrating one -third octave band sound level meter • Larson Davis Model PRM902 microphone preamplifier • Larson Davis Type CAL200 precision Class 1 sound level calibrator calibrated to a reference traceable to the National Institute of Standards and Technology. • Larson Davis Type 2560 1h" microphone accepted to meet the specifications of IEC 60651 and ANSI 51.4 -1983 Type 1. The measurement equipment satisfies the American National Standards Institute (ANSI) Standard 1.4 for Type 1 precision sound level measurements. • RS ACOUSTICS inc 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 9 Main Loadinir Dock Davtime Noise Levels & Acdvi Measurements were conducted on 18 February 2009 during the approximate two hour period between the hours of 7:00 am to 9:00 am Our measurement location as shown in Figure 2 was at the western curb of West Hoag Drive directly across from the loading dock The measuring microphone was located at an elevation of 5' above the road bed for the entirety of the measurement program. Dock- related activity included deliveries, compactor operation and palletizing cardboard, forklift operation, carts rolling on dock, and occasional unidentified "banging" or impact noises generated in the loading dock area. We observed that during a two hour period, four large semi -tractor trailer rigs entered and exited the loading dock and four medium vans including a FedEx delivery van entered and exited the loading dock area. During our measurement program, an empty trash container (dumpster) was delivered to the dock parking lot. This operation which includes impact sounds and high engine rpm reached 89.5 dB(A) L.., which was the highest noise level measured. We did not however observe or measure the removal of the dumpster for emptying. Large truck deliveries typically entered the dock from the north along West Hoag Drive. Generally, to back into the dock the trucks must be maneuvered in a manner which places the truck motor and . exhaust fairly close to the property line. During this maneuvering, noise levels ranged between 77 dB(A) L. and 85 dB(A) L... A hospital staff member was operating the cardboard compactor for approximately one hour during our measurement program This included the use of a forklift to move wood pallets and load into a stake bed truck While the compactor operation is fairly unobtrusive and not immediately obvious, the back -up beeper on the forklift, and the noise of pallets being pushed across the concrete was fairly substantial and audible. Additionally, a total of 238 automobiles were counted passing our position on West Hoag drive during the two hour period. There were 142 vehicles on the west side of the road traveling south, and 96 vehicles on the east side of the road traveling north. The greatest traffic flow was between 8:00 am and 8:30 am which included 40% of the total traffic count. It should be noted that vehicles including Hoag Hospital carts generate fairly high levels at the property line when they are traveling southbound on West Hoag Road. R¢ ACOI 7GT'T('S'nc_ 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 3103783 Hoag Memorial Hospital Presbyterian • Draft Acoustical Test Program Report Page 10 • Figure 2 Main Loading Dock Measurement Position (Position used in daytime and nighttime measurements) Hoag Memorial Hospital Presbyterian • RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian • Draft Acoustical Test Program Report Page 11 We measured multiple 15 minute LRgs during our test which resulted in an overall two hour Ley of 65.6 dB(A) and the worst case Lm.. of 89.5 dB(A). Graph I presents the A- weighted noise levels documented relative to the duration that each noise level occurred over the course of the entire measurement program. Main Loading Dock - Daytime Operations � Q\ tlIQQ\ MISSION �imonn _ �: �� , tta•IQQQQtta. , , � /QQQQQQ► � /QQQQQQ6 , r \QQQQQQQQ► Measured Levels re Percentage of Total Measurement Time SPL dll(A) Duration SPL de(A) Duration 55 0.71% 73 0.82% 56 13.85% 74 0.57% 57 17.20% 75 0.35% 58 11.44% 76 0.29% 59 8.30% 77 0.25% 60 7.19% 78 0.12% 61 7.37% 79 0,04% 62 6.14% 80 0.04% 63 4.71% 81 0.03% 64 3.94% 82 0.02% 65 327% 83 0.02% 66 2.93% 84 0.04% 67 2.64% 85 0.03% 68 2.36% 86 0.01% 69 1.70% 87 0.01% 70 1.50% 88 0.01% 71 1.12% 89 0.02% 72 0.97% Graph 2.1.a Table 2.1.a Table 2.1.a replicates the information shown in Graph 2.1.a however presents sound levels relative to the percentage of time which they occurred during the measurement period. Sound levels between 56 dB(A; and 59 dB(A) occurred over 50% of the time and levels 56 dB(A) and 63 dB(A) occurred over 75% of the time. The balance of noise occurred at levels greater than 63 dB(A). Table 2.1.b presents the L.y and Lm.. noise levels measured for each of eight (8) 15 minute periods, and a final shortened L y lasting a bit over seven minutes. Table 2.1.b Record No. Duration (mm:ss) Ley L. Record No. Duration (mm:ss) L.y La.. 1 15:00 65.5 80 6 15:00 63.6 78.5 2 15:00 63.5 78.9 7 15:00 62.3 74.8 3 15:00 70.1 895 8 15:00 68.1 85.1 4 15100 62.7 77.1 9 07:16 60.7 75.8 5 15:00 62.9 78.8 Loading dock activity noise levels are regulated by the Hoag Memorial Hospital Planned Community Development Criteria & District Regulations which require that noise levels from the loading dock area do not exceed Ley65 dB(A) during the daytime hours of 7:00 am to 10:00 pm. Our measurements resulted in noise levels of L y 65.6 dB(A) which is 0.6 dB(A) greater than allowed. • RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 12 Sound level meters record and integrate all measurable sounds and do not differentiate between dock noise, traffic noise, talking, sirens, etc. during a measurement. As our measurement program was conducted on a mid -week business day, during the early and mid- moming hours, the measured and reported results include the contributions from all these sources in addition to loading dock activity. The PC Development Criteria however specifically exempts vehicles from the noise standards governing activity within the loading dock area. To determine the noise levels of the loading dock activity free of other intrusions, we scheduled a second measurement program at the loading dock area to measure the vehicular traffic and ambient noise conditions present if the dock were closed and not contributing to the general ambient noise environment. We can then mathematically subtract from the loading dock measurements, the measured ambient levels and traffic noise levels which are exempt from the Noise Standards section of the PC Development Criteria. Measurements were conducted on 2 March 2009 between 8:00 am to 8:30 am Our measurement location was the same as the loading dock measurements as shown in Figure 2. The measuring microphone was located at an elevation of 5' above the road bed for the entirety of the measurement program. With the loading dock closed, the measurements at the property line resulted in a reading of L s 59.3 dB(A) which also included noise from the automatic sprinkler system serving the Villa Balboa residential complex. The condenser unit CU46 at the north side of the loading dock was also stopped for our measurement program. As the sprinkler system is not a consistent part of the ambient background noise, we conducted a second measurement subsequent to the sprinkler operation. The results of this measurement was 1 q 56.9 dB(A) with the loading dock closed, condenser unit and the sprinklers off. The traffic count was 54 cars total in 30 minutes time which is consistent with the 238 cars measured in a two hour period on 18 February. Mathematically subtracting the lowest measured ambient conditions of L�q 56.9 dB(A) from the L� 65.6 dB(A) measured while the dock was operational results in L q 64.9 dB(A). This mathematically derived level represents the actual contribution to the noise environment generated by loading dock activity. Based on the above, loading dock activity noise is calculated at Lq 64.9 dB(A) which satisfies the Lq 65.0 dB(A) maximum allowable noise levels of the PC Development Criteria noise standards. The PC noise standards do not include requirements for maximum L, noise levels. 2,2 Main Loading Dock Nighttime Noise Levels Br Activity Measurements were conducted on 18 February 2009 between the hours of 8:00 pm to 9:00 pm Our measurement location as shown in Figure 2 was at the western curb of West Hoag Drive directly across from the loading dock. The measuring microphone was located at an elevation of 5' above the roadbed for the entirety of the measurement program i. RS A 07-'1 S'n- 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251,3965 F (661) 310 -3783 I 1 LJ Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 13 Our measurements occurred outside the operating hours of the loading dock, and the gates at the north and south entrance to West Hoag Drive were closed, so no immediate traffic was present during our measurements. The ambient noise conditions included noise generated by miscellaneous building equipment and offsite traffic and general aviation aircraft. The nighttime noise levels measured at the property line were Lea 52.8 dB(A) and the worst case noise level was L.. 60.5 dB(A). The Planned Community text does not address the maximum L. levels, however the levels measured do satisfy the maximum allowable Leg 55 dB(A) levels specified in the Planned Community text. 2.3 Dietary LOadinpDOCk Noise Levels & Activi Measurements were conducted on 18 February 2009 during the approximate two hour period between the hours of 10:00 am to 12:00 pm. Our measurement location as shown in Figure 3 was at the western curb of West Hoag Drive directly across from the dietary loading dock. The measuring microphone was located at an elevation of 5' above the road bed for the entirety of the measurement program. There was very little activity at the dietary dock during our measurement program. One large semi tractor trailer rig was backed into the dock at our arrival and departed approximately 10:50 am, driving away to the north. Two smaller food delivery vans entered and departed the dock during our measurement program. A trench extending the full width of West Hoag Road was covered by a temporary steel plate located approximately 130' north of the dietary dock during our measurements. Automobiles passing over the steel plate were quite audible and are therefore included in our overall results. Background noise levels observed in the dietary dock area were primarily from off -site traffic on Hospital Road and Newport Blvd. Additionally, tree cutting operations near the Hospital Road entry to the hospital were occurring and audible towards the end of our measurements period. We recorded eight (8) 15 minute Legs during the two hour measurement period which results in a two hour average noise level of Leq 60A dB(A), with a maximum recorded level of Ln 86.7 dB(A). Graph 2.1a presents the dietary loading dock noise levels documented relative to the duration that each noise level occurred over the course of the entire measurement program RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report • Page 14 • Figure 3 Dietary Loading Dock Measurement Position Hoag Memorial Hospital Presbyterian • RS ACC) ACC)l ISTICS ir1c, 15751 Beaver Run Rd,, Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 15 Graph 2.3.a Measured Levels m Percentage of Total Measurement Time SPL dB(A) Duration SPL dB(A) Dmation 51 0.06% 69 1.19% 52 10.35% 70 0. %% 53 16.62% 71 0.56% 54 13.66% 72 0.39% 55 9.21% 73 036% 56 6.79% 74 0.23% 57 5.73% 1 75 0.18% 58 5.27% 76 0.17% 59 4.55% 77 020% 60 3.75% 78 0.12% 61 3.42% 79 0.10% 62 3.65% 80 0.07% 63 3.02% 81 0.09% 64 2.32% 82 0.04% 65 221% 83 0.03% 66 1.75% 84 0.04% 67 1S3% 85 0.04% 68 133% 86 0.02% Table 3.a Table 2.3.a above replicates the information shown in Graph 2.3.a above however presents the measured sound levels relative to the percentage of time which they occurred. Sound levels between 51 dB(A) and 55 dB(A) occurred over 50% of the time and levels 51 dB(A) and 60 dB(A) occurred over 75% of the time. The balance of noise occurred at levels greater than 60 dB(A). Table 2.3.b presents the Leq and L. noise levels measured for each of seven (7) 15 minute periods, and a final shortened Lry lasting almost twelve (12) minutes. Tab [e 3 Record D Duration L L.s I Ian. R Record D Duration L L� I I.. 1 1 15:00 6 60.7 7 78.4 5 5 1 15:00 5 595 7 72.6 2 1 15:00 6 64.9 7 79.9 6 6 1 15:00 6 665 8 86.7 3 1 15:00 6 66.1 8 861 7 7 1 15:00 6 61.8 8 82 4 1 1500 6 64.9 8 86.7 8 8 1 11:51 6 61.8 7 74.4 RS A O STT . in 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 16 2.4 Cogeneration Facilitv Davtime Noise Levels Noise Level measurements were conducted on 18 February 2009 starting at 3:00 pm during the daytime and again starting at 12:00 am on 19 February 2009 during the early morning and nighttime hours. Our measurement location as shown in Figure 4 was approximately 10' from the south face of the condominium located at 200 Paris Lane. The measuring microphone was located at an elevation of 5' above the road bed and also at 20' above the road bed during the daytime and nighttime measurements. Measurements conducted at the 5' -0" elevation determine the noise levels at the lower first floor condominium units which benefit from the acoustical shielding provided by the hospital cogeneration building. The noise levels measured at 20' determine the noise levels experienced at the third floor of the condominiums which may have a direct line -of -sight to the hospital cooling towers and minimal acoustical shielding effects. These upper floor units would experience the greatest noise impact from the cooling tower. During the daytime measurements, the preponderance of ambient noise experienced was due to traffic on the nearby Superior Avenue and to a lesser degree from traffic on Pacific Coast Highway. Except during the quietest moments when traffic flow on Superior was controlled by the signal at Pacific Coast Highway, noise from the cooling towers and cogeneration facility was considered inaudible. With the microphone located at 5' we measured Lq 57.3 dB(A) for a 15 minute duration and the • maximum level recorded was Lm.. 70.1 dB(A). With the microphone raised to the higher 20' elevation, we measured L.s 60.8 dB(A) with a maximum recorded level of Lm.. 69.8 dB(A). This section of the residential area is located within 100' from the Hoag Hospital property line and therefore would be considered as Zone III — "Mixed -Use Residential" which utilizes maximum permissible noise level criteria of L.s 50 dB(A) during the night, and Leq 60 dB(A) during the day due to hospital operations. Maximum levels must not exceed Lm.. 70 dB(A) during the night and Lm.. 80 during the day. The wort case measured noise levels of L.s 60.8 dB(A) at 20' elevation exceed the Zone III Noise criteria by L.s 0.8 dB(A). The worst case L. 70.1 dB(A) satisfies the requirements of the Zone III Noise criteria. These measured levels however were generated by offsite traffic sources, not by the hospital cogeneration facility. Accurate measurements of this facility must be collected at nighttime when offsite noise sources are substantially reduced. RSA OLTSTICS inc_ 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian • Draft Acoustical Test Program Report Page 17 • Cogeneration Facility Measurement Position Figure 4 Hoag Memorial Hospital Presbyterian • RS ACOUSTICS inc 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 18 2.5 Cogeneration Facility Nighttime Noise Levels & Activity During the nighttime measurements of the cogeneration facility, the ambient noise levels experienced was a combination of traffic noise, a street -side transformer exhaust fan, waves crashing at the beach, and the cogeneration facility. Measurements were conducted at 12:00 am to reduce the effects of offsite noise sources to the extent possible. An exhaust fan serving a subterranean transformer located at the curb on Superior Avenue immediately adjacent to the condominiums was operating intermittently during the entirety of our measurement program. The exhaust fan operated automatically and was not under our control. This unfortunately precluded accurate measurements of noise levels generated by the individual acoustical contribution of the cogeneration facility. With the exhaust fan noise contribution and the microphone located at 5' above grade, we measured L�q 51.1 dB(A) and the maximum level recorded was L. 61.6 dB(A). With the microphone raised to the higher 20' elevation, we measured Lq 50.6 dB(A) with a maximum recorded level of L.. 58.9 dB(A). The noise levels measured at both elevations with the transformer fan contribution were 0.6 to 1.1 dB(A) over the maximum allowable L q 50 dB(A) nighttime criterion. Additional measurement data for the daytime and nighttime operation of the cogeneration facility is included in the appendix. . To accurately describe the cogeneration facility noise levels without the exhaust fan, we are submitting in this report cogeneration facility noise data measured during a previous, but recent site visit. On 10 July 2008, RS Acoustics Inc. conducted acoustical tests of the cogeneration facility in the early morning hours of 1:30 a.m. and 4:00 a.m. to determine compliance with the noise ordinance subsequent to a fourth cooling tower installation. The street -side transformer fan operated intermittently during the test program, however we were able to accurately measure the cogeneration facility during periods when the fan automatically turned off. The following table presents a description of the measurements and the results of the 10 July 2009 cogeneration facility measurement program. TABLE 2.5.a 10 My 2009 Acoustical Measurement Test Results i� $S ACC)US'I'ICS inc- 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Measured Test Equipment Operating Measurement Position Levels No. dB(A)I� Four cooling towers operating along w/ pumps and other Adjacent to condominium 1 mechanical equipment in the Co -Gen facility. Three exhaust residence. Microphone at +5' 453 stacks of the Co-Gen building also operational. above service road. Four cooling towers operating w/ pumps and other mechanical Adjacent to condominium 2 equipment within the Co-Gen facility. Three exhaust stacks of residence. Microphone at +18'- 49.5 the Co -Gen building were also operational. 6" above service road. i� $S ACC)US'I'ICS inc- 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report . Page 19 The test results indicate that the noise levels generated by the operation of the cooling towers and other associated equipment of the cogeneration facility operating during our tests result in noise levels at the residential condominiums closest to the cooling towers of Lq 49.5 dB(A) at the worst case upper floor level. The noise levels when measured at 5' above grade were found to be Les 45.3 dB(A) due to the beneficial acoustical shielding provided by the cogeneration building. Based on the data gathered during our 10 July 2008 measurement program, the noise levels generated by the operation of the cogeneration facility satisfies the nighttime 50 dB(A) maximum allowable noise level requirements of the City of Newport Beach noise ordinance. • 2.6 Ancillary Building Rooftop Mechanical Equipment Noise level measurements of the Ancillary building rooftop mechanical equipment was conducted on 18 February 2009 starting at 11:00 pm when the influence of offsite noise sources and traffic is reduced. In order to measure the worst case noise levels, we utilized a 35' telescoping microphone stand to elevate the measuring microphone to an elevation intersecting the rooftop equipment and the upper level condominium residences which have a fairly direct line of sight to the rooftop. Acoustical shielding provided by the Ancillary building itself would have sharply reduced the noise levels to below those experienced at the higher elevation. The measurement position was approximately 5' east of the West Hoag Drive curb nearest the property line. This position was selected to allow the microphone to clear the trees which overhang the road. See Figure 5 for site map showing the measuring location. There exists an acoustical barrier located along the parapet of the Ancillary building which extends from approximately 18" above the deck to 7 above the deck. This barrier is intended to shield and reduce noise levels of the rooftop located mechanical equipment. The barrier was incomplete with several access openings approximately 10' wide occurring along the west section. These were temporarily filled in for our tests, however with sound - absorptive material which doesn't effectively block sound. When the acoustical barrier is finished, we would anticipate a slight increase in noise reduction provided by the barrier. RR ACO1T3'TtC. inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251,3965 F (661) 310 -3783 Measured Test Equipment Operating Measurement Position Levels dB(A)L, Ambient noise levels. Cooling towers all turned off. Traffic Adjacent to condominium 3 noise from Pacific Coast Mghway dominant noise source. residence. Microphone at +5' 45.8 above service road. Ambient noise levels. Cooling towers all turned off. Traffic Adjacent to condominium. 461 4 noise from Pacific Coast Highway dominant noise source. Mic at +18' -6" above road. Cooling towers turned off. Automatically switched exhaust fan At condominiums midway 5 serving underground electrical transformer vault turned on. between transformer vault and 49.0 residence. hicat +18'-6 ". The test results indicate that the noise levels generated by the operation of the cooling towers and other associated equipment of the cogeneration facility operating during our tests result in noise levels at the residential condominiums closest to the cooling towers of Lq 49.5 dB(A) at the worst case upper floor level. The noise levels when measured at 5' above grade were found to be Les 45.3 dB(A) due to the beneficial acoustical shielding provided by the cogeneration building. Based on the data gathered during our 10 July 2008 measurement program, the noise levels generated by the operation of the cogeneration facility satisfies the nighttime 50 dB(A) maximum allowable noise level requirements of the City of Newport Beach noise ordinance. • 2.6 Ancillary Building Rooftop Mechanical Equipment Noise level measurements of the Ancillary building rooftop mechanical equipment was conducted on 18 February 2009 starting at 11:00 pm when the influence of offsite noise sources and traffic is reduced. In order to measure the worst case noise levels, we utilized a 35' telescoping microphone stand to elevate the measuring microphone to an elevation intersecting the rooftop equipment and the upper level condominium residences which have a fairly direct line of sight to the rooftop. Acoustical shielding provided by the Ancillary building itself would have sharply reduced the noise levels to below those experienced at the higher elevation. The measurement position was approximately 5' east of the West Hoag Drive curb nearest the property line. This position was selected to allow the microphone to clear the trees which overhang the road. See Figure 5 for site map showing the measuring location. There exists an acoustical barrier located along the parapet of the Ancillary building which extends from approximately 18" above the deck to 7 above the deck. This barrier is intended to shield and reduce noise levels of the rooftop located mechanical equipment. The barrier was incomplete with several access openings approximately 10' wide occurring along the west section. These were temporarily filled in for our tests, however with sound - absorptive material which doesn't effectively block sound. When the acoustical barrier is finished, we would anticipate a slight increase in noise reduction provided by the barrier. RR ACO1T3'TtC. inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251,3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 20 The kitchen grease exhaust fans in the rooftop penthouse were not operating during our test. The balance of the rooftop equipment including condensers and multiple mushroom exhaust fans however were verified to be operating. The noise levels were relatively constant over the duration of the test with mechanical equipment being the primary contributor. The noise levels were measured to be Leq 51.9 and the maximum noise level recorded was Lm.. 53.6 dB(A). Offsite noise sources were occasionally audible, however they were of short duration and general ambient traffic noise from nearby arterials was not significant Noise levels from the operating rooftop equipment exceeds the Leq 50 dB(A) requirement by 1.9 dB(A). We anticipate the rooftop mechanical equipment noise levels will be reduced with the access openings sealed with an acoustically impervious solid access panel, however to provide the greatest acoustical shielding, continuously sealing the bottom edge of the barrier to the roof deck would be required. 2.7 West Tower Mechanical Equipment Room Noise level measurements of the equipment within the second floor mechanical room of the west tower were conducted on 18 February 2009 starting at approximately 11:30 pm when offsite noise sources and traffic is reduced. There is an uninterrupted and direct line of sight between the roadbed and the louvers serving the mechanical room However to reduce any potential effects of reflections and directivity, we utilized a 20' telescoping microphone stand to elevate the measuring microphone to an elevation close to . the louvers and to the upper level condominium residences which also have a fairly direct line of sight to the louvers. The measurement position was approximately 5' east of the West Hoag Drive curb nearest the property line to allow the microphone to clear the trees overhanging the road. See Figure 5 for site map showing the measuring location. We observed that acoustical louvers were installed at the mechanical room openings requiring dynamic air flow, and the balance of the other openings previously observed appeared to be suitably sealed. Exhaust fan EF -12 which was previously discharging through the northwest comer of the tower has been removed from the mechanical room and the exterior wall construction near this fan has been suitable sealed. The noise levels generated by the mechanical room resulted in Ieq 50.3 dB(A) with the maximum noise level being L. 59.4 dB(A). We did not however verify what equipment within the mechanical room was operating during our test. Leq 50.3 dB(A) is on the borderline however exceeds the maximum allowable L.q 50 dB(A) allowed by the City ordinance by 0.3 dB(A). It is quite probable that noise from the Ancillary building rooftop equipment is contributing to these noise levels which may be mitigated subsequent to the completion of the rooftop acoustical barrier. Additionally, mechanical equipment noise from fans EF -13 and EF -24 which are located at the south face of the West Tower also contributed to the measured levels. R A O T TIC'. 'n _ 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian • Draft Acoustical Test Program Report Page 21 • Ancillary Building & West Tower Mech. Equipment Measurement Positions Figure 5 Hoag Memorial Hospital Presbyterian • RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 22 2.8 200 Paris Lane - Villa Balboa Condominium Complex Per Term 3 of the Settlement Agreement between Hoag Memorial Hospital Presbyterian and Villa Balboa Community Association, noise shall be measured at 200 Paris Lane annually to verify compliance with the City of Newport Beach Noise Ordinance of the Municipal Code Chapter 10.26. The location of the acoustical measurements is not specified in the Settlement Agreement. We assume that the intent of Settlement term 113 is the measurement noise generated by the hospital cogeneration facility at the south side of this building, however we additionally measured the ambient noise levels at the northeast comer of 200 Paris Lane, within the complex as shown in Figure 6. Noise level measurements within the Villa Balboa complex were conducted on 18 February 2009 starting at approximately 12:40 pm. Two sets of measurements were conducted. The first included noise levels of Villa Balboa related rubbish collection service working at Lille Lane and Paris Lane, and multiple operations of the gates leading to subterranean parking garage with residents arriving and departing. The second measurement was conducted in the absence of these intrusions. The first measurement resulted in L.s 54.1 dB(A) and L.... 69.9 dB(A). The general ambient noise consisted of traffic noise from Pacific Coast Highway and to a lesser extent, Superior Avenue. Mechanical equipment or other noises from Hoag Hospital were not identifiable. The maximum noise levels measured during the first measurement was from the metal gate operation at the nearby condominiums. The second measurement resulted in L, 46.3 dB(A) and Lm.. 53.4 dB(A). The ambient noise levels were again identifiable as offsite traffic noise from Pacific Coast Highway and Superior Avenue. Acoustical shielding of the condominium buildings provided sufficient noise reduction to make mechanical equipment noise from the hospital cogeneration facility inaudible. • RS ACOLISTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian • Draft Acoustical Test Program Report Page 23 L • Sunsot View Park.: rrS �0 Location for 200 Pans —_ Lane amistica measme,ents k M7i�H71irt-r Figure 6 200 Paris Lane Ambient Noise Measurement Position Hoag Memorial Hospital Presbyterian RS ACOUSTICS inc 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 24 2.9 General Ambient Conditions To illustrate the general noise environment in and around the hospital, daytime ambient noise measurements were conducted on 18 February 2009 between 2:30 pm and 400 pm, and again on 19 February 2009 between 1:30 am and 3:00 am at the locations shown in Figure 7. The purpose of these measurements is to document the current conditions and track any changes over time. The noise levels measured in these Iocations are from traffic sources only. Specific hospital equipment and on -site operations were not included in these measurements. The first location for our measurements was the intersection of Catalina Drive and Old Newport Blvd. This environment consisted of small residences and businesses. The general noise source was traffic along Newport Blvd., and to a lesser extent Pacific Coast Highway. Traffic on Catalina drive was not a major contributor to the ambient noise environment. The second location was at the comer of Superior Avenue and Sunset View Park. Ambient noise levels were from traffic on Superior Avenue and to a lesser degree from traffic accelerating from the stop light at Superior Avenue and Pacific Coast Highway. Occasional conversations from persons walking along Sunset View Park were also - included in our measurements. The third location was at the comer of Sunset View Park and West Hoag Road. Ambient noise levels . were from traffic on Pacific Coast Highway, minor traffic along West Hoag Road, and conversations from hospital staff walking in the vicinity of the microphone. Daytime and nighttime measurement data is shown in the following Table 2.9.a. Table 2.9.a General Ambient Conditions Measurement Locations Daytime Ni ttime L.q Lm., L.s L... Catalina Drive /Old Newport Blvd. 63.7 71.5 55.6 68.5 Superior Avenue/Sunset View Park 63.9 77.0 52.0 60.5 Sunset View Park/West Hoag Drive 62.5 76.6 53.1 62.3 • RSACOT.JSq inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 • Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 25 Figure 7 General Ambient Noise Levels Measurement Positions Hoag Memorial Hospital Presbyterian • RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page 26 3.1 Conclusion and Summary of Acoustical Testing Results The following presents a summary of our results which are also included in the following Table 3.1.a. Main Loading Dock Daytime operations from the main loading dock activity and other sources such as traffic on West Hoag Drive generated 65.6 dB(A). This fails to satisfy the maximum daytime allowable 65.0 dB(A). Loading dock noise levels without traffic noise is calculated to be 64.9 dB(A) which does satisfy the 65.0 dB(A) maximum allowable noise levels. Lmax noise levels are not stipulated in PC text however were measured and reported. Nighttime noise levels from the loading dock area were 52.8 dB(A) which satisfies the Leq -55 maximum allowable noise levels of the Planned Community text. Dietary Loading Dock Noise levels measured at the Dietary loading dock were 60.4 dB(A). Ambient noise in this area was primarily from offsite traffic and not loading dock activity or hospital mechanical equipment The City of Newport Beach noise ordinance would not apply to these sources. 200 Paris Lane Noise measurements at the north side of 200 Paris Lane within the Villa Balboa complex were generated • by sources within the complex and offsite traffic. Noise from Hoag Hospital equipment or operations were inaudible. Cogeneration Facility Daytime noise measurements of the cogeneration facility produced results of 57.3 dB(A) at 5' elevation and 60.8 dB(A) at 20' elevation. The ordinance requires that the cogeneration equipment not exceed 55.0 dB(A) for Zone I occupancy and 60.0 dB(A) for Zone III — Mixed Use occupancy. The daytime ambient noise is generated from offsite traffic levels with the cogeneration facility generally inaudible. Nighttime noise levels adjacent to the cogeneration facility were 51.1 dB(A) at 5' elevation and 60.6 dB(A) at 20' elevation which is 1.1 dB(A) and 0.6 dB(A) respectively over the 50 dB(A) maximum allowed by the City of Newport Beach ordinance. Accurate measurements of the cogeneration facility were not possible due to operation of an offsite exhaust fan serving an underground transformer. Previous measurements conducted by RSA resulted m accurate cogeneration facility noise levels of 45.3 dB(A) at 5' elevation and 49.5 dB(A) at 20' elevation. These measured levels do satisfy the 50 dB(A) maximum allowable levels allowed by the City of Newport Beach. Ancillary Bldg. Rooftop Mechanical Equipment Mechanical equipment at the rooftop of the Ancillary building were 51.9 dB(A) which is 1.9 dB(A) over the 50 dB(A) allowed. The kitchen exhaust fans were not operating during the test and the acoustical shielding barrier construction was incomplete. • RS ACOUSTICS inc- 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 2513965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report • Page 27 • West Tower Mechanical Equipment Noise levels of the mechanical equipment in the West Tower mechanical equipment room were 50.3 dB(A) which is 0.3 dB(A) over the 50 dB(A) maximum allowed. Noise from the rooftop equipment may have also contributed to the measured level. TABLE 3.1.a Measurement Summary Note: Shaded area shows items governed by the Planned Community Development Criteria and District Regulations. SUMMARY OF TEST RESULTS Item Tested Day or Night Average Noise Levels Ls dB(AI Maximum Noise Levels L- dB(A) Notes Measured Allowed Measured .Allowed Main Zoading Mani •: Day 656 65.0 895 - Dailime loading`. iroise levels governed by PC text Lmax not included. Main loading Dock Night SZ.S 571.0 58.6 Nighttime noise level from the loading dock a" governed by the PC Text. l,max mgairemenl not mduded_ Dietary Loading Dock Day 60.4 55.0 Zone I 86.7 75.0 Zone I Oftsile traffic noise predominant. 60.0 Zone IN 80.0 Zone IN 200 Paris Lane Day 54.1 5510 Zone 1 69.9 75.0 Zone I Includes condominium-complex- related noise intrusions 60.0 Zone IQ 80.0 Zone III 200 Paris Lane Day 46.3 55.0 Zone I 53.4 75.0 Zone I Without complex - related noise intrusions 60.0 Zone IQ 80.0 Zone III Cogeneration Plant 5' elev. Day 57.3 55.0 Zone 70.1 75.0 Zone Primary noise source is offsite traffic on PCH and Superior. 60.0 Zone 111 80.0 Zone III Cogeneration Plant 20' elev. Day 60'8 55.0 Zone 1 69.8 75.0 Zone I Primary noise source is offske traffic on PCI-I and Superior 60.0 Zone QI 80.0 Zone III Cogeneration Plant 5' elev. Night 51.1 50.0 Zone 1 61.6 70.0 Zone 1 Measurements corrupted by offsite exhaust fan noise. 50.0 Zone QI 70.0 Zone III Cogeneration Plant 20' elev. Night 50.6 50.0 Zone 1 56 9 70.0 Zone I Measurements corrupted by offsite exhaust fan noise. 50.0 Zone IQ 70.0 Zone QI Ancillary Bldg. Rooftop Equipment Night 51.9 50.0 Zone 1 53.6 70.0 Zone I Levels should be reduced by completion of rooftop acoustical shielding barrier. 50.0 Zone 111 70.0 Zone III West Tower 2^ Boor mechanical equipment room Night 50.3 50.0 Zone 1 59.4 70.0 Zone I Includes contribution of Ancillary Bldg. meth equip. Should be reduced with barrier completion. 5040 Zone III I 70.0 Zone IN GENERAL AMBIENT CONDITIONS Catalina /Old Newport Day 6347 71.5 Night 55.6 68.5 Superior /Sunset View Park Day 619 77.0 Night 52.0 60.5 Hoag/Sunset View Park Day 615 76.6 Night 511 62.3 • RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 0 Hoag Memorial Hospital Presbyterian Draft Acoustical Test Program Report Page A -1 APPENDIX uc ACOUSTICS inc 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian • Draft Acoustical Test Program Report Page A -2 Cogeneration Plant Daytime- 4' Above Grade @ Property Line 0.5:00.0 Duration SPL dB(A) 04:30.0 SPL dB(A) Duration SPL dB(A) 04:00.0 SPL dB(A) Duration 49 3 03:30.0 54 A E 03:00.0 59 E 02:30.0 64 02:00.0 69 0.22% 50 6.88% 55 11.970Y. c 01:30.0 4.10% 65 0.22°% 51 8.32% 56 6.6896 61 3.00°% 01:00.0 0.10% 52 10.88% 57 7.2'1% 62 1.88% 67 0.32% 53 12.40% 58 6.00% 63 00:30.0 68 0.26% 00:00.0 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 Sound Pressure Levels - Decibels Measured Levels dB(A) re Percents a of Total Measurement Period SPL dB(A) Duration SPL dB(A) Duration SPL dB(A) Duration SPL dB(A) I Duration SPL dB(A) Duration 49 1.27% 54 11.08% 59 5.42% 64 0.79% 69 0.22% 50 6.88% 55 11.970Y. 60 4.10% 65 0.22°% 51 8.32% 56 6.6896 61 3.00°% 66 0.10% 52 10.88% 57 7.2'1% 62 1.88% 67 0.32% 53 12.40% 58 6.00% 63 0.98% 68 0.26% Leq: 57.3 dB(A) Lmax: 70.1 dB(A) Noise from offsite traffic Record No. Duration (mm:ss) Leq Lmax 1 15:00 57.3 70.1 2 1:32 57.0 62.6 • RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian • Draft Acoustical Test Program Report Page A -3 J mo Cogeneration Plant Daytime - 20' Above Grade @ Property Line 05:00.0 Duration SPL I dB(A) I Duration 04:30.6 I Duration SPL dB(A) I Duration SPL dB(A) Duration 04:00.0 1.77% 57 6.90% 61 8.13% g 03:30.0 3.06% 69 ui E 03:00.0 54 2.52% E 02:30.0 12.17% 62 E 02:00.0 66 1.09% m 01:30.0 55 7.72% 59 01:00.0 63 4.79% 67 0.62% 56 8.55% 60 12.60% 64 3.21% 68 0.24% 00:30.0 00:00.0 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 Sound Pressure Levels - Decibels Measured Levels dB(A) re Percentage of Total Measurement Period SPL dB(A) Duration SPL I dB(A) I Duration SPL dB(A) I Duration SPL dB(A) I Duration SPL dB(A) Duration 53 1.77% 57 6.90% 61 8.13% 65 3.06% 69 0.58% 54 2.52% 58 12.17% 62 8.30% 66 1.09% 55 7.72% 59 17.74% 63 4.79% 67 0.62% 56 8.55% 60 12.60% 64 3.21% 68 0.24% Leq: 60.8 dB(A) Lmax: 69.8 dB(A) Noise from offsite traffic Record No. Duration (mm:ss) Leq Lmax 1 15:00 60.7 69.7 2 6:39 61.0 69.8 • RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian • Draft Acoustical Test Program Report Page A-4 • Cogeneration Plant Nighttime - W Above Grade @ Property Line 05:00.0 Duration SPL dB(A) Duration 04:30.0 Duration SPL dB(A) Duration SPL dB(A) Duration 47 04:00.0 50 25.40% 53 1.96% 56 1.15% 59 03:30.0 48 17.07% 51 8 54 1.07% 57 0.70% tl !? 03:00.0 0.20% 49 29.16% 52 E 1 55 1 1.96% 58 0.31% E 02:30.0 0.06% c 0 02:00.0 9 0 01:30.0 01:00.0 00:30.0 00:00.0 45 46 47 46 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 Sound Pressure Levels - Decibels Measured Levels dB(A) re Percents a of Total Measurement Period SPL dB(A) Duration SPL dB(A) Duration SPL dB(A) Duration SPL dB(A) Duration SPL dB(A) Duration 47 1.46% 50 25.40% 53 1.96% 56 1.15% 59 0.22% 48 17.07% 51 13.01% 54 1.07% 57 0.70% 60 0.20% 49 29.16% 52 6.28% 1 55 1 1.96% 58 0.31% 61 0.06% Record No. Duration (mm:ss) Leq Lmax 1 15:00 1 51.1 61.6 Leq: 51.1 dB(A) Lmax: 61.6 cIB(A) Note: Electrical utility vault exhaust fan at streetside audible • PS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 Hoag Memorial Hospital Presbyterian • Draft Acoustical Test Program Report Page A -5 U Cogeneration Plant Nighttime - 20' Above Grade @ Property Line 05:00.0 SPL dB(A) Duration SPL dB(A) 04:30.0 SPL dB(A) Duration SPL dB(A) Duration 46 04:00.0 49 21.82% 52 4.60% 55 8 03:30.0 58 0.45% 03:00.0 8.84% 50 E 02:30.0 53 2.63% 02:00.0 0.37% 48 21.95% 51 15.08% 54 0.90% 1 O 01:30.0 01:00.0 00:30.0 00:00.0 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sound Pressure Levels - Decibels Measured Levels dB(A) re Perce nts a of Total Measurement Period SPL dB(A) Duration SPL dB(A) Duration SPL dB(A) Duration SPL dB(A) Duration SPL dB(A) Duration 46 0.58% 49 21.82% 52 4.60% 55 1.07% 58 0.45% 47 8.84% 50 21.37% 53 2.63% 56 0.37% 48 21.95% 51 15.08% 54 0.90% 1 57 Record No. Duration (mm:ss) Leq Lmax 1 15:00 1 50.6 1 58.9 Leq: 50.6 dB(A) Lmax: 58.9 dB(A) Note: Electrical utility vault exhaust fan at streetside audible • RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251 -3965 F (661) 310 -3783 ATTACHMENT 3 0 DEPARTMENT May 6, 2008 Langston Trigg Vice President of Facilities, Design & Construction Hoag Manorial Hospital Presbyterian One Hoag Drive, PO Box 6100 Newport Beach CA 92658 -6100 Re: Fluor Enterprises, Inc. review of the cogeneration plant Dear Mr. Trigg: MAY 0 9 2008 FACILITIES DESIGN a CONSTRUCTION Pursuant to Hoag's commitment to reimburse the City for expenses incurred regarding Fluor's review of the cogeneration, I wanted to inform you what those expenses are so you can submit payment to the City. The agreement between Fluor and.the City was initially not to exceed $12,800, but was later amended twice. Consideration of Option 4 was not included in the two written change orders and was verbally authorized by Gary McKitterick and later by the City. At this point, I have not received the final invoice, but Fluor has indicated to me via -email that work on Option 4 caused them to exceed the agreement by $1,865. The following table outlines all anticipated costs: Date Description Amount 12/28/08 Letter proposal $12.800.00 03/17/08 Design change notice °' ":$31-260100 03/25/08 Project change mana ement report 1$22,10000 05/06/08 Option 4 cost email $1,865.Q P-- Please remit the total amount to the changes based upon receipt of final please do not hesitate to contact me. Sincerely, Tk) if ao-Lelpe� James Campbell Senior Planner i undersigned as soon as possi there are; any invoices, I will alert you.; If you have any questions, ;. Enc. 12128/08 Letter proposal 03117/08 Design change notice 03/25/08 Project change management report 05106/08 Option 4 cost (email) a =�•# 3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92658 -8915 Telephone: (949) 644 -3200 • Fax: (949) 644 -3229 • www.city.newport- beach.ca.us i L� P.O ,avA to and Over) FLUOR, Fluor Enterprises, Inc. 395 Oyster Point Boulevard, Suite 321 So. San Francisco, CA 94080 USA 650.742.4316 tat 650.742.4301 fax annette.baird@fluearam January 28, 2008 James Campbell Senior Planner City of Newport Beach 3300 Newport Blvd Newport Beach, CA 92663 Jim, Annette Baird Engineering Manager Fluor is pleased to be able to provide you with a proposal for consulting services for the City of Newport Beach in relation to the Hoag Hospital Cogeneration Facility. Services will be on a time and materials basis with a "not to exceed" total of $12,800. Hourly labor rates will be billed as shown below. Discipline Rate Mechanical Engineering f• Fred Nowbakh $163.24 Kent Minh $110.67 Capital Estimating Dennis Hurt $189.84 Brent Erickson $90.40 Project Managementl Engineering Support Annette Baird $202.50 Brandt Cook $80.62 Scott Chung $60.92 Travel Expenses At cost Ifreq'd Total Allowance $12,800 We very much look forward to working with you on this effort. Please let me know ifyou have any questions. Best Regards, APPROVED e.�ZA City of Newport Beach Annette Baird David Lepo, "g Director ,� Cog" Proposal leamdoc James Campbell Page 2 January 28, 2008 Home Office Based Labor The services of home office personnel used for the project will be invoiced on an hourly basis at a 2.35 multiplier on their W -2 compensation rate for every hour worked on the project. Distribution of costs to the project is made through electronic time sheets prepared by the employee and approved by his/her immediate supervisor. The multiplier includes the following associated overhead costs and profit. Increases in statutory burdens or annual employee compensation adjustments may result in an equivalent percentage increase to the billed rates, as adjusted according to Fluoes annual performance review cycle which takes effect at the first of March each year. Payroll taxes and insurance Group hospitalization insurance Employer's liability insurance Vacation and sick leave time Home and branch office rents Light, heat, water, and local telephone for home and branch offices Office furniture and equipment for home and branch offices Non - project accounting and legal services Expenses The below project expenses are included in our labor multiplies and will not be billed separately to the City of Newport Beach: i Consumable engineering supplies Blue printing and other reproduction services Personal computers Express mail and postage Shipping and postage costs Long distance telephone tolls Computer time and program charges 2D CAD Special expenses such as custom printed forms, special book bindings, color reproductions, and other special costs incurred in connection with the services shall be reimbursed at cost. Travel Expenses The following travel expenses associated with project personnel will be invoiced at cost: Airfare Living expenses away from assigned office (hotel, lodging, rental cars, meals) Auto mileage at company - approved rates Vnlidity �� cogen Proposal Leaecdoo James Campbell Page 3 January 28, 2008 This proposal remains valid for 60 days, at which time Fluor reserves the right to review and revise our commitments. Payment Terns (30 -day terms) Fluor will issue an invoice to the City ofNewport Beach at the end of every month. Each invoice will be supported with a copy of all labor documentation and expense reports, as well as any other documentation necessary to substantiate the costs. The City of Newport Beach shall pay the invoice within 30 days alter receipt. Definition of Time and Material, Not -To- Exceed. Time and Material, Not -To- Exceed ( "NTE ") is just like a reimbursable cost approach where the release of funds with a "not to exceed" constraint is used as a cash flow mechanism. Floor will be paid for the actual amount of labor expended on a project with an NTE value incorporated into the contract. The work is managed under the NTE amount, but there is no contractual obligation by Fluor to complete the work beyond the limits of funding provided by the City of Newport Beach under the NTE amount. However, Fluor may not exceed the authorized purchase order amount in terms of resources expended nor in terms Of invoicing without the City of Newport Beach's written permission and receipt of a purchase order Outage increasing the NTE amount. Fluor is expected to exercise good judgment and management in the performance of the work, making a good faith effort to complete the work within the NTE amount. Like a reimbursable cost approach, there is a transparent contingency analysis performed jointly between the City of Newport Beach and Fluor, and all cost savings or over -runs, unused effort hours, or surplus contingency money is to the account of the City of Newport Beach. Like the reimbursable approach, there are typically project incentives to motivate the collective team and align everyone to the same objectives. Proposal Disclaimer It is understood that, after your acceptance of this proposal, both parties will use reasonable diligence to agree upon a mutually acceptable definitive written contract with respect to the work described in this proposal. Your acceptance of this proposal or use of any portion ofFluor's services shall constitute your agreement that, except as set forth in the executed definitive written contract, no warranties or guarantees, express or implied, shall apply with respect to the work and Fluor shall not be hold liable for costs or damages of any nature, including but not limited to special, indirect or consequential damages. Limitations of, and releases from, and indemnification's against liability shall apply in contract, tort (including negligence of Fluor, whether active, passive, joint, or concurrent), strict liability, or other theory of legal liability; provided, however, such release, limitation, and indemnity provisions shall be effective to, and only to, the maximum extent, scope or amount allowable by law. In the event such provision is determined to exceed the maximum allowable by law, said provision shall be interpreted and enforced so as to preserve the release or indemnity to the maximum extent, scope, or amount allowable by law. 10 Cowen Proposal leaecd"c • J 0 Please fill in all portions of this form and submit to Project Control Design Change Notice (DCN) IASSigned Prdog # _1 Date: 17 -Mar -08 Por Pro)ad Caaerols use Requested by: Fred Nowbakh ! David Lepo /James Campbell (your name) (Fluor) . / (Newport Beach Planning department) Additional work beyond review and comment on Hoag DCN Title: engineer's report (See Below) Scope Description: Notes Section of DCN: Schedule Impact: =Weeks =Months =None (Please explain) Hours: 12 4 6 and regulatory 2 4 4 55.2238'' ��i2 t7D. tle V a ,oy Aloto kL $// ASI Initiated by: =x Fluor Fred Nowbakh =Newport Beach City Planner David LepofJames Campbell Disciplines Impacted: Hours 32 Initiator name: Signature: Date: U 0 PROJECT CHANGE MANAGEMENT REPORT Client: City of Newport Beach POTENTIAL DEVIATION NO. Project: Hoag Cooling Tower StUdy CHANGE ORDER NO. EDN -002 Location: Newport Beach, CA DEVIATION NO. Project 9: A3YZ.EN.US.01 _25­ Submitted For Approval 03_1 f OS_ Revision No. 0_ Date: _ _ 1 0seeripuan: _ - Cate day We vtelt - Kickoff conference Can with City and Hope's roam - FMiow no Conference sells War HoagHeseiwl team and City of Newport Beach - Design coordination Auh Homers engineer - Rm4ew Mming lesion daeumenta me* up agugmenl arrangomenl shoal np new equipment Iacakonl coordinate design want mur tlnsors engtneaMg wam • Relate end mark up piping draylng Indicating new point of connection for aide alramn HX aye teen • AsotetwM sizing and "Ieeft eeulpmeat • Ovem l and "Bier Manay Mlh CT modellag todetermine elflcaey of line now system • provide priced equipment astand ROM comantam coat asgmarc • Worst tekeeK Reason for POTENTIAL DEVIATION provide Pra Sehenntw Damon Services ' Per. R"on"no Chance: Tim Campbalf David WWCly of Nswpon Desch) Roferon": CHANGE O DEVIATION I. Total CHANGE olrrele: Total x.100 • Homer 0111m DETAILED ESTIMATE Development: Now, He s pm 1. Total POTENTIAL DEVIATION "RONI* Waists: Takd S RUOR project Mqr. &Charge Order Approval ❑ 0. NOT proceed avn G O. Do"IDpmem orwerk 2. Pdentim DeVallon Approuel ❑ Do NOT proceed waft Devieka DBVdWnoM a work ❑Proceed with Eno.& prunes. teak basedm ROM' ESL ❑Proceed will Eeg.& Proeur. work Wed on ROWEtL ❑ Proceed wgh CO. Detailed Estimam OILY ❑Pmead with Davlatim Detailed ES14nme, ONLY ❑ PmBeed vMh BOTH Ow Change Omer Delshed Estimate and the Engineering & Pnommnent work ❑ pureed wgh BOTH the Deviation Deleted EsYmate AM Me Engineering & Procurem "t wok Ow W Dale FLU R Pro)eM Mgr. �nla 4. CHANGE ORDER Denied Eadmete Tam C1elt &.DEVIATION Detailed Estimde cusis: How, In 3 1210 Tolal3 & CHANGE ORDER Approved fa Implenrnteem: 4. DEVIATION Approved far Implementatiom . e •:. c. C•,r.e M 1. r ,., p }. F Prgecl ,—r. 'Sew —Z Prejee'Mg. le u SCHEDULEIMP C Thl. CHANGE ORDER or DEVIAT IO w - Eaten ankh ml m No Dyl WacW -Delay mWoure: _X_ No _Yes ay weeks OgnrimpamS RemuW: Labor min Include Fluars am "1 salrov kmmaa*WR�ms miective OWAM. 0 `-6 FLUOR, City of Newport Beach Hoaga Cooling Tower Study Hours Cost PROJECT MANAGEMENT $ PROJECT SECRETARIAL S DOCUMENT CONTROL is CIVIL I STRUCTURAL ENGINEERING Is ARCHITECTURAL $ FACILITIES INTEGRATION PROCESS $ PROCESS UTILITES HVAC 93 S IG FIRE PROTECTION PIPING 9 S 1 47 EQUIPMENT ENGINEERING S ELECTRICAL ENGINEERING $ CONTROL SYSTEMS 5 VALIDATION Is PROJECT CONTROL 22 8 3,947 ESTIMATING PROJECT COST ADMINISTRATION 2 S 120 PURCHASING - CIE SUPPORT S CONSTRUCTION S LABOR HOURS SUBTOTAL 126 $ 21,508 ITRIPS & EXPENSES SUBTOTAL $ 60D GRAND TOTAL 126 $ 22,100 Campbell, James From: Sent To: Cc: Subject: Jim, Annette. Baird @Fluor.com Tuesday, May 06, 2008 5:34 PM Campbell, James Fred. Nowbakh@Fluor.com; Scott. Chung @(luor.com RE: Hoag Sorry, we meant to get this to you yesterday. We are $1,865 above the P0. Fred spent an additional 12 hours on the Option 4 scenario. Are you going to get this additional funding from Hoag? Regards, Annette Baird Fluor San Francisco office 650 742 -4316 mobile 650 520 -7738 fax 650 742 -4301 "Campbell, James" <JCampbell@city.newport- beach.ca.us> To �. 05/06/2008 05:30 PM <Fred.Nowbakh @Fluor.com> cc Subject Are we within the $36,160 or are we above it? <Annette.Baird @Fluor.com >, <Scott.Chung @fluor.com> RE: Hoag - - - -- Original Message---- - From: Annette. Baird @Fluor.com t mailto: Annette. Baird @ Fluor. com] Sent: Thursday, May 01, 2008 8:52 AM To: Campbell, James; Fred.Nowbakh @Fluor.com Cc: Scott.Chung @fluor.com Subject: Re: Hoag Jim I think we are still under the $38k, but let me have a report run on Monday to make sure we have captured all of the costs. 1 ATTACHMENT 4 CITY OF NEWPORT BEACH ADMINISTRATIVE SERVICES Dennis Danner, Director /Treasurer March 20, 2009 Richard F. Afable, M.D. President and CEO Hoag Memorial Hospital Presbyterian 1 Hoag Drive P.O. Box 6100 Newport Beach, CA 92658 Re: Hoag Hospital Development Agreement Fee Pavment Dear Dr. Afable: Please accept this letter as acknowledgement of payment of the first $1.5 million 1 of the Development Agreement Fee paid by Hoag Memorial Hospital Presbyterian and received by the City of Newport Beach on July 7, 2008. This letter will also provide evidence that Hoag Hospital is in compliance with Section 8.2 of the Development Agreement. Very truly yours, 4&� iQ/G�i�L9�PC% Dennis Danner, Administrative Services Director cc: Dennis O'Neil 3/10/091000134 H '0 VEWport Boulevard • Post Office Box 1768 • Newport Beach, California 92658 -8915 Telephone: (949) 6443127 • Fax: (949) 644 -3339 •Webslte: www.city.newport- beach.ca.us ATTACHMENT 5 Aur 27 XM 14: It RFP DEPT. ObO rs■vAo■gLsspie■lotg August 26,2W9 Mr. Stave Gillan Account Mw*W Philips Me0001 Systems 22100 Bothell Everett Highway P 0 Box 3003 Bothell, ww*;ngton 98041 -8003 Subject. We Tax birect Payment Permit Reference: HM 0087563001 Philips Quotation No. WNSWWS Order for Ui MASOUND SYSTEM 1006Z2 IE33 Total Capital Expenditures: $144150.00 bear Mr. Gillan, 425 482 8713 P.@3 Hoop Hospital has obtained from the California State Board of Equalization, a Use Tog blecet Payment Permit. Attached to the Use Tax birect Payment Certificate. This permit allows Hoag Hospital to self - accrue and pays directly to the State of California the use taxes associated with out purchases from yaw company.' Piwttent to this Use Tax bired Payment Permit, wa ragueat that you not inekxle sale tax on the inWa (e) that you will issue regarding our purchases. The pu t6w order will be processed upon our receipt of yaw confar matiwL If you have any qa Wisn I can be reached at 049) 764.869L 1tlorik in or your operation. tt Manager, purchasing beportment C�F1 -1. P n * S MEDICAL SYSTEMS acknowiadgae and agreas to allow Hoop Hospitai to salt - accrue and remit this California Saks and Use Tax. All invoical issued by PHILIPS MEDICAL SYSTEMS, for this order only vAN not Include Californis Sales and Use Tax 00 they'are submitted, a rabilling lip A tv • will r .� Signature 11-C777 .tURNN"o" OPWnU"Ws 08GAIN Two WAU CERF LOG ZERO SALES TAX ! TIM 815123; 2007 8/9/2007 fdc 768016E HI SPEED CT SCAN 1,076,491.40 83,428.08 1007401, 817600 2007. 8/28/2007 MOTHER 8 7400 6E FETAL MONITORS $ 174637.88 $13,534.44 MT1460 619391 2007 8/28/2007 Cadiobgy 7650 Philips Skylight AZ $ 451,905.14 $35,022.65 MT1459 819392 2007 9/19/2007 Cardiology 7650 Philips Jetstremn Workstn $ 124,958.48 $9,684.28 0087632 820314 2007 9/27 /2007 Radiology 7632 Philips Ultrasound System $ 170,085.00 $13,18!,58 0077633 820474 2007 9/2812007 Raalology 7633 Hologic Selenia Systems $ 240,200.00 $18.615.50 08.7420.015 829007 2007 12/14/2007 MOR 7420 Stryker 6 Sets Power Inst 499,943.50 $38,745 62 , 08.7422001 830121 2007 !2/13/2007 MOR 7420 Stryker TPS Instruments $ 947,584.60 $42,437.81 1x07763000 829254 2007 12/Z7/20071 Radiology 7630 Philips Mobile Floroscopy $ 163,96020 $12,706.92 E 7,139.713.35 $553,327.78 2808 839741 2008 3/26/2008 lRodiology 8480 6E PAC5 3.0 $ 350,576.00 $27,169.64 . 0087420.03 841430 2008 4/10/2008 .OR 7420,Medtronic O-Arm PreOp Imaging $ 965,000.00 $74,W6.25 :j MT1648 1840657 2006 4/3/20081 Pad 125868 6Ulmay MagXrny Therapy System $ 155.495.00 $12,0.86 1 MT1693 I 845797 2008 5/1912008 Radiology 7760 Siemens Mobile C Arm Avant! $ 193.465.00 14,993.54 '. IW76301 851350 2008 7/10/2008 Racuatow 7630 6E 5 Portaiwl Xroy Units $ 182,887.50 $14,173.78 C067670.02 856608 2008 8/28/2005 Radiology 7670 6E ALI Mini PAC5 $ 323,250.00 ' $25051.88 0087566 856635 2008 8/28/2008 Cardiology 7565 Philips E33 Ultrasound $ 176,000.00 $13,640.00 COSTJ65 1856636, 2008 8/28/2008 'Cardiology 75651Philips IE33 Ulstrasound $ 144,150.00 $11,171.63 $ 2.490,828.501 $192,457.58 Overall Total y $ 2.490.823.50 $192,457.58 Me TOW $ 2,170.673.50 $167,645.95 2007 Total $ 7,139,713.35 $ 553,327.78 2006 Total $ 2,692.438.71 --$7-206.663.99 2005 Total $ 10.493.153.37 813,219.39 2004 Total $ 12.599.394.43 $ 953,903.33 2008 Total $ 6,076,936.09 455,112.12 Z00Z Tote1 $ 12,636.328.72 $ 919,313.81 ZO01 Total $ 11,295,109.78 $ 774.464.37 2000 T 7,312,087.83 $ 521,328.92 $ 74,906.659.28 $5.559,437.24 Cerf Log $0 sales tax Page 6 9 0 i HOAG MEMORIAL HOSPITAL PRESBYTERIAN Master Se, rvices Agreement Between ----------- Owner and Contractor • -- ---- ------ --- ------ - - - --- Balemd: amen Me&a*Of"msrd f ebruary2008EDITION - - laa4 - - -' STIPULATED SUMI THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGEONRfH RESPECT TO ITS COMPLETION OR MODIFICATION- Deleted: JsmuWWO This irkm Ayrwm�m sala_fo:B: the urma uM_condlHOns Tw CaulmcWn 8mlaa b! Er?!Mag far Annwl Memorial Roepllal Pmbywlw during the specMed Mm. It Is alt Contractors teaPa *MW to (CAM and unEeatand tho w"t of this canna prler to e9acWon, Shls Masbr8erweea Aaraama_nt does rwi �tluwaa!Re tCOP!?! ag2apaeMe._ _ and should be used only In conjunction adar ae.Pebaary 10119 Editlen SupENnianury JtpfM:a� 9atMp�n D_wilat_ _ , - Delele� A11nual Project and Cuirassier. _ _ Dalef ift May 2905 AGREEMENT Is made as of� . ale qRI Tqt nue in full face arM ef[ until . _ _ _ _ _.. - Deleted: Seplamber 1, 20M _ DeNW: August 31.2007 BETWEEN ale Omar. Hoag Memorial Hospital Presbyterian 509 SupariorAve., Su2e See Newport Beach. Callornla 92553 MaiUFederai Express Address: Hoag MemOdai Hospital Presbyterian Facilities Design and Construction 500 Superior Avenue, Suite 300 Newport Beach, CA WAW3 and the Contractor. Contractor Company Name Street Address And Suite City, Slate2ip �• IN t •---------------- - - - - -- • HDAGMEMOBLAL IfQSPITAI,P iPf f' !TERIAN_________- _---- ___ -y!•_. _ \9 f. ( 4.18 CONSTRUCTWARE 1.16.1The Owner has implemented ConsW"m s, an inlemel-based pr*cl managenerd, cogaberetlen«fe - -f rormattad: Indent: Fist".' O.5' and design management loci gunainaRer.'Conshuclwara'), to faa9ltele communication and oolaborstiohavmng the • famst[�r euMts Nnrn6erYD project team: the Owner. Architect, Engineer(4 Construction Manager (if any)• and the Cot*MdOr(s) (herein the 'Project Team). Each of the aiorementahad pro)ed team members we required to talre Conatnelware to the rodent tort the project team members' license permgs. and as herein defined. 4. Contractor Is required to and shall tmplemenl and use Constructware b led9tafe cornmha tcsft k'- - '' Formaltetlt Iodam: First Ire: 0.5' _UThe and collaboration among the Pooled Owner. Architect, Enginser(s). Construction Manager (f any), end Me romeltadt Bullets and Nwderkg Coniractoo) (collectively Ue `Project Teem. 4,76 W written communication and work product of all Project Team members, related N the Pml@M wih� -; - Formstmdt indent: Rost Bra: 0.S the exception of lagetly recognized prMWad or and protected communications, shall be transmitted through and _' romeRed: Sulds and Nrmberfng maintained by Cohstructwere. - - rormamd: OrrderrC ieR: 0.5" lrslr�'A iTli 1513 71 T= ARTICLE 4 TERMINATION OR SUSPENSION 6.1 The Contract may be tennirated by the Owner w the Connector as provided in Article 14 of the General Condlllons. 5.2 The Work may be suspended by the Over as provided in Article 14 of the General Cond'dlons. ARTICLE 6 ENUMERATION OF CONTRACT DOCUMENTS Formatted: Ford: Not gold Formsttedr font Nd gold Foi nhaftsdt Font Not gold - - - -1 Formatted: Font Not 2W5 6.1 The Contract Documents, which constitute the entire agreement between the timer and the Contractor. "t ;i� Deleted: rot+JBS except for Modifications issued after execution of tha ftgeAgreement are enumerated as folbws: _ - _ .. _ ,"• ,, Deleted: __ r 8.1.1 This}Aaster P�reemanlhetween the Ow3na� ana ConVacbr,8 FA_lpb_n.gnd all _ _ _ _ ! tr , • RTC exhib'ta attached hemAO, + r Delstad: AMMUIL Delat0, M3W6.g 6.19 General Condaions,)ietween tlh0 Owner and the Conlreclo>i Wkary 2009 Eddion. a _ _ _ _ _ _ . _ _ _ _ _ _ _ _ - r, r Oetand: w2SD9 MASTERAOREEMENT - -yf" _____!!G AIEMSIWAL ----------------- ;11 OFe l♦__________.._____._ _z ATTACHMENT 6 IN • One Hoag Drive PO Box 6100 Newport Beach CA 92658 -6100 949/764 -HOAG (4624) www.hoaghospiW.org March 20, 2009 Project: Co -gen Plant Modifications Re: Weather station installation and monitoring Attached you will find the following: 1. Cooling Tower Plume Mitigation Operations Protocol 2. Weather station Observation Reports, 12/14/08 to 2/26/09 3. Energy Management Control System, Co -gen Plume Mitigation Flow Diagram Summary of activities: • Over the summer of 2008 Hoag moved forward with the installation of the instruments and software in support of Cooling Tower Plume Mitigation Efforts. • An automated weather station was installed to monitor and trend local weather conditions including temperature, humidity, rainfall, wind speed • and direction. The station is solar powered and does not require the use of electricity to function. It is carbon neutral. 0 • Weather conditions and data are monitored, recorded, trended and stored locally on a supervisory, control and data acquisition computer system located on the campus. • Operators are notified 24/7 of pending weather conditions that may cause a plume to form .... in advance of plume formation. • Upon notification operators manually shed load from the cooling tower by a combination of reducing load/or turning off equipment serving the Hospital, as enabled by the Hospital's ability to maintain patient care. • A load reduction of 33% is achieved. • This translates into a similar reduction in plume density and size of approximately 33 %. • Path Forward: 1. Additional installation of instruments on the Tower to monitor operating variables that will further optimize the plume mitigating efforts.... pending State of CA (OSHPD) approval. 2. Finalizing the reporting and documentation; and 3. Possible automation of the plume mitigation strategies. A NOT - FOR-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS • February 21, 2009 Facilities Design and Construction Hoag Memorial Hospital One Hoag Drive Newport Beach, CA 92663 Attention: Mr. Cary Brooks Re: Cooling Tower Instrumentation and Controls Upgrade Su: Plume Mitigation Measures Dear Mr. Brooks, I am writing this letter to confirm Syska Hennessy Group Construction, Inc. Is witness that Generator # 1 was take off line by Hoag; from Jan. 15, 2009 until Feb. 19 2009 and Generator # 2 was take off line by Hoag; from Aug. 20, 2008 until Dec. 22 2008. Syska witness these Generators being off line, as we where performing The Cooling Tower Instrumentation and Controls Upgrade Project (Plum Mitigation Work) at the Hoag Lower Campus Co-gen plant. Sincerely, Syska Hennessy Group Construction l� Randy Fetters Program Manager Syska Hennessy Group Construction, Inc. cc: Scott Neiderhiser (Hoag) Dan McNary ( Syska) Michael Trzepacz ( Syska) Larry Sandoval (Hoag) File ( Syska) l� Syska Hennessy Group Construction 11500 West Olympic Blvd., Suite 680 Los Angeles, CA 90064 -1524 DATE: 2/24/09 is SUBJECT: Draft procedure Hoag Hospital Co -Gen Miti ation Cooling Tower Plume mitigation operations protocol The draft procedure to react to weather conditions that could result in a cooling tower plume will include the following steps by the programmed Energy Management Control System (EMS): 1. When the EMS records and reports conditions at the Co -Gen weather station where the Temperature (T) is less than 55 °F and the Relative Humidity (RH) is greater than 55 %, the EMS determines if the time is between 7 a.m. (07:00) and 7 p.m. (19:00). 2. If the time is outside 7 and 7, then continue monitoring T and RH. 3. If the time is inside7 and 7 then the EMS automatically calculates heat rejection load. 4. The EMS Determines if the calculated heat rejection is greater than 46.2 M BTU /hr. 5. If heat rejection is less than 46.2 M BTU /hr then the EMS continues monitoring T & RH. 6. If the calculated heat rejection is greater than 46.2 M BTU /hr, then the EMS automatically alerts the operator with audible and visual alarms for heat reduction operations. 7. The EMS Automatically logs the event for auditing and reporting. • 8. The EMS starts a delay timer for 15 minutes to confirm the T& RH conditions. 1 J 9. If the conditions continue then the EMS automatically alerts the operator to commence heat rejection reduction procedures. 10. The EMS automatically calculates the reduction requirement and recommends one or a combination of the following: Secure steam chiller /absorber equipment • Redirect Chilled Water (CHW) to other equipment and or locations • Secure generation equipment. 11. The EMS automatically logs or trends the event and all Co -Gen equipment operations. 12. The EMS will automatically alert the operator when Co -Gen operation can return to normal. 13. At all times the EMS Continues to monitor T and RH. Sysks Hennessy Gmup ConslmcWn Page 1 of 1 March 2. 2009 Hoag Memorial Hospital Lower Campus Central Utility Plant +i Monitor _ Temp and RH ii V Temp is less than 55 degrees and RH Is greater than 55% N time between 7 am and 7 pm? Alert Operator Log event Time 15 minutes Heat reject> 46M Y REDUCE LOAD Reduction until event passes. Calc He Rejection Y Heat reject > 46M BTU /hr? N 101 Energy Management Control System Co -Gen Plume Mitigation Flow Diagram Monitor Temp and RH 101 Energy Management Control System Co -Gen Plume Mitigation Flow Diagram i • Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Temperature Relative Humidity 55.0 52.5 lL 0 50.0 47.5 Station: Newport-Hoag 60 55 50 1 / j 45 N N N 40 - A A A a O O m m OD o 0 0 v O O O O O O O O Station: Newport-Hoag 60 55 50 1 / j 45 40 - 35 - - - - -- - - - - - - -- — - - -- -rte- — —,— N N N N N N N N N N A A A A A A A A A A a a a a a a a a a a m co m m m m m W co m O N 4] A Ut 0) rl m O O O O O O co O O O O O O O O O co O O O O Dates / Tlmes 0 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 56.0 55.5 55.0 54.5 54.0 53.5 53.0 is Station: Newport-Hoag N U 0 W 0 0 0 Dates / Times N N N N N N U U U U U U U m a a O O O Co m CE) m co 0 0 � m 6 6 C3 6 0 6 6 6 0 0 0 0 Dates / Times N N N N N U U U a a a M m m a a N Co m 0 0 0 0 0 0 Dates / Times N U a M cn 6 0 92.5 90.0 87.5 85.0 82.5 80.0 77.5 N N N N U U U U a a a a a) m m co cn m � m 6 6 6 6 ED a o 0 N U a M cn 6 0 92.5 90.0 87.5 85.0 82.5 80.0 77.5 0 0 • Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag Temperature Relative Humidity 57 oil 55 54 53 LL 0 52 51 50 b 49 _M_M_ _=_M FUM 85 80 75 ae 70 65 60 55 Pj PQ Pj Pi �j a a a a a a a co co co co co co co a a a a co W co co O O O O O O V 0o (D O O O O O O O O O 85 80 75 ae 70 65 60 55 Pj PQ Pj Pi �j a a a a a a a co co co co co co co O W A CT O V O O O O O O O Dates /Times 85 80 75 ae 70 65 60 55 a a co co 00 to O C O O 85 80 75 ae 70 65 60 55 0 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity F Temperature RPlativa Hiimiriihr 51 50 I o 48 LL U 47 45 0 Station: Newport-Hoag N v a O C O Dates /Times v v v a a v V V a a a a N W M co O O O -� co 0 O -� C C O C O O O O Dates /Times v v v a a a co M co a a a N W A C C O O O O Dates /Times v a fD O O 4 87.5 . Ml 82.5 80.0 77.5 75.0 -4 -4 v v a a a a co 00 co co CT 0 -4 CO O O O C O O O O v a fD O O 4 87.5 . Ml 82.5 80.0 77.5 75.0 � s Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Temperature Relative Humidity 55.0 52.5 OIL 50.0 47.5 45.0 • Station: Newport-Hoag Dates 1 Times 80 N N N N 1 W 65 a a co co W a a a N W a a a a W co M co co O O O O O 4 O cc O .� O O O O O O O O O O Dates 1 Times 80 N N N N W 65 a a co co co a a a N W A O C C O O O Dates 1 Times ' i 80 N N N N 65 60 55 a a a a 00 co co cc O O O O O O O O ' i 80 75 i 70 65 60 55 50 a co Cfl C O • 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 55.0 52.5 ;i 5 0. 0 47.5 45.0 0 Station: Newport -Hoag Dates /Times a a a co 00 co N a a a a a co co co 00 00 O O O V co C0 O co O O O O O O O O O O Dates /Times a a a co 00 co N W A C O C O O O Dates /Times 75.0 72.5 70.0 67.5 65.0 62.5 60.0 57.5 55.0 a a a a a co co co 00 co Ch 07 v 00 co O O C O O O O O O O 75.0 72.5 70.0 67.5 65.0 62.5 60.0 57.5 55.0 0 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 0 57.5 55.0 52.5 LL 50.0 47.5 45.0 0 Station: Newport-Hoag Dates /Times N N °a ° ° CD co a a a as W co co W W O O o -� O —4 co O O O O O O O C O O O O O Dates /Times N N co 00 co co N W ? O O O O O O Dates /Times O a co O O 87.5 85.0 82.5 80.0 77.5 75.0 72.5 70.0 67.5 N co co co co 0) � 00 C O O C O O O O O a co O O 87.5 85.0 82.5 80.0 77.5 75.0 72.5 70.0 67.5 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity A FA I 57.5 55.0 ;1 52.5 50.0 47.5 • Station: Newport -Hoag 77 5 75.0 72.5 2Q 70 0 67.5 65.0 co co co rl CU O M W co co co 03 00 co co 00 O 4 O co o CO O N W A CP CA O O O O O O O O O O Dates /Times 77 5 75.0 72.5 2Q 70 0 67.5 65.0 co co co rl CU O O C O O O O 77 5 75.0 72.5 2Q 70 0 67.5 65.0 0 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity ® F+ Temperature Relative Htimirliry 57.0 56.5 56.0 55.5 LL O 55.0 54.5 54.0 53.5 0 Station: Newport-Hoag Dates l Times co 00 co co N W 0 w oao O co O O O O O -� C 4 co co O -� O O O C C O O O O O Dates l Times co 00 co co N W p C O O O O O Dates l Times PO N co O O O • e, - 85 g M 75 T co co co co Ch O v co O O C O O O O O PO N co O O O • e, - 85 g M 75 T Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Temperature RoIntivo Wi imirlihu 55.0 'fM LL O 50.0 47.5 Station: Newport-Hoag N W 00 O V C O Dates /Times W M 75 8R 70 65 60 a a a a co co co co O O -� 0o (O O O O O O O O O O Dates /Times W M 75 8R 70 65 60 M13 IV W W W �N W W 00 03 co co co co co co N W A Cn 67 .I co (O O O O O O O O O Dates /Times W M 75 8R 70 65 60 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 0 Temperature PoIntiva Hiimi(Chl 9M 54 LL 0 53 52 51 0 Station: Newport-Hoag Dates /Times � � a a A6 co W co a a a a a co cc co co co O O O o O O O O O O O O O O Dates /Times �3 � a a a co W co N W A C C O O O O Dates /Times a 75.0 72.5 70.0 aE 67.5 65.0 62.5 60.0 �3 � 'a a a a a co co c W O C C C O v o 0 0 0 a 75.0 72.5 70.0 aE 67.5 65.0 62.5 60.0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity FA Temperature Relative Humidity 57 0 56 55 54 0 Station: Newport-Hoag Dates /Times NO PO UI IQ n3 n3 a a a co W co a a a a a a a co co co co co O O o O O C O O CD O C C O O C O O O O O Dates /Times UI (M U a a a co W co a a co N W A C O C O O O Dates /Times a co O O O 95 90 85 80 75 70 65 UI (M U (M a a a co co co co VI C) co O O O C O O O O a co O O O 95 90 85 80 75 70 65 • • Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity essi FA I Temperature PMRtivo Hiimiriihl 57.5 55.0 52.5 LL 50.0 47.5 C 0 Station: Newport-Hoag N O C O Dates /Times N N N N N �3 iz N3 i�3 O O co Wco a N W co O O -� O 00 Cc O O O O O O O O O Dates /Times N N N � O O M co co a N W ? O O C O O O Dates /Times 65 60 55 50 45 40 3{ 30 a a a a a co co co 00 CT 07 co O O O C O O O O O O O 65 60 55 50 45 40 3{ 30 0 9 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 0 Temperature Relative Humidity MW 57.5 55.0 Lj_ 52.5 O 50.0 47.5 45.0 0 Station: Newport-Hoag 50 45 40 35 9 30 25 20 V a V a V a V a V a V V a a V a V a V a V a V a V a W co co co co 00 co co co co co W O V O 00 O 0 O N W A 0 O V co t0 O O O O O O O O O O O O O O O O O O O O O O O O O O Dates /Times 50 45 40 35 9 30 25 20 • • Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 0 Temperature Relative Humidity 60.0 57.5 55.0 52.5 LL 0 50.0 47.5 45.0 0 Station: Newport -Hoag 70 65 60 55 3e 50 45 40 35 30 00 00 co co 00 00 co co 00 co 00 co co co 00 co co co 8 W m �4 00 CD O N 0 ? O O C O O O O O C O C C C O O O CA v 00 0 O Dates /Times 70 65 60 55 3e 50 45 40 35 30 co co co co co 8 W m 00 coo 00 Ut CA v 00 0 O O C O C O O O O O 70 65 60 55 3e 50 45 40 35 30 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity °r_--' Ci 62.5 60.0 57.5 55.0 LL 0 52.5 50.0 47.5 Station: Newport-Hoag Dates /Times a a a co 00 co a a a a a a a O O M co co O O O -� O O c O o O C C C C O O O O O O Dates /Times a a a co 00 co a a co N W A O O O O O O Dates /Times n� a co O O 70 65 60 55 50 a a a a co co M 01 0) co O O O O O O O O n� a co O O 70 65 60 55 50 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity FAI Temperature Relative Humidity 62.5 we 57.5 LL 0 55.0 52.5 50.0 0 Station: Newport-Hoag Dates /Times 90 85 80 C °a CD CD CD CD CD °a co co ° ° co a a a a co co co co co O O o -� O V co CD O O O O O C O O O O O O Dates /Times 90 85 80 C °a CD °a °a a °a W co co 65 co N W A C C O O O O Dates /Times 90 85 80 C CD CD °a °a °a °a 70 65 co c 60 co 55 Ch O� V 00 O O O C O O O O 90 85 80 75 \ 70 65 60 55 _ 50 ti O a co O O O Hoag Hospital Co -Gen Weather- station Database: Hourly Observations Temperature and Relative Humidity .ar"W, 51.0 50.5 50.0 0 49.5 49.0 , M:1 0 Station: Newport-Hoag Dates /Times G3 c`i G3 co co co N W O 00 co co 00 co O O O -+ rl 00 O O -� O O O O O O O O O O Dates /Times G3 c`i G3 co co co N W O O O O O O Dates /Times 99.0 9$.5 98.0 97.5 97.0 96.5 96.0 95.5 95.0 W co co co 00 -1 O O O C C O O O O O 99.0 9$.5 98.0 97.5 97.0 96.5 96.0 95.5 95.0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 53 52 51 LL 50 D 49 48 47 r. Station: Newport-Hoag Dates /Times a a a a a a a co co N W A O C O O O o o -� 4 W to Co co O O O O O O O O O O Dates /Times a a a a a a a co N W A O C O O O O Dates /Times `S E 97 3E 95 a a a a a 0 co Ui Q) V co co C O C O O O O O O O `S E 97 3E 95 Hoag Hospital Co -gen weather station Database: Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag 0 Temperature Relative Humidity 52.5 52.0 LL 51.5 0 51.0 50.5 a a a a a a a a a a a a a N a N a N a N a N a N a N a N a N a N a N a N a N a O co O O O Cfl to co . 0 co O to tD CD O o —4 co tp O N W A 0 O V co CD O O O O O O O O O O O O O O O O O O O O O O O O O O Dates /Times M 87.5 85.0 82.5 80.0 0 9 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Temperature PaIntivc I-li imielifw MA REP 55 LL 0 54 53 52 0 Station: Newport-Hoag 92.5 •M 2:&1 85.0 iR 82.5 . we 77.5 a a a a a 0 C to 0 0 0 cc -� N W A CD C O O C O O O O 92.5 •M 2:&1 85.0 iR 82.5 . we 77.5 a 0 C to cc -� N W A U1 0o cD O O O O O O O O O Dates /Times 92.5 •M 2:&1 85.0 iR 82.5 . we 77.5 0 0 Hoag Hospital Co -Gen Weather Sta Database: Hourly Observations Temperature and Relative Humidity MMIMW." FA-1 Temperature Relative Humidity 60.0 57.5 0 55.0 52.5 I; • Station: Newport -Hoag a a a a a a a a a a a 4h- a a a a a a a a a a a a O —4 O 00 o (O O N W A UI 0) -4 cc O O O O O O O O O O O O O O O O O O O O O O O O O O O Dates /Times W M 70 60 * 50 M 30 Hoag Hospital Co -Gen Weather Sta Database: Hourly Observations Temperature and Relative Humidity ,.-." 0 Temperature Relative Humidity 57.5 55.0 52.5 LL 0 50.0 47.5 Station: Newport-Hoag a a a a C O O O a a a a a a a a a a a a O O O to O O O O O O a a a a C O O O Dates /Times a a a a a a a a a a to N W A CO O O O O O O O O Dates /Times 65 We 55 aR 50 45 M a a a a a a a a O V CO (D C C C C O O O O 65 We 55 aR 50 45 M 0 0 Hoag Hospital Co Gen Weather Sta Database: Hourly Observations Temperature and Relative Humidity 0 57.5 55.0 52.5 ' LL U 50.0 47.5 9 Station. Newport-Hoag Dates /Times 77.5 75.0 72.5 70.0 aR 67.5 65.0 62.5 a a a a a a a a a a a a a a a a a a a a a a a a a a (D C7 (D to (D (D co 0 c0 cD (D c0 (D o O o wl 00 co O N W A cT 0) +4 06 (0 O O O O O O O O O O O O O O O O O O O O O O O O O O Dates /Times 77.5 75.0 72.5 70.0 aR 67.5 65.0 62.5 Hoag Hospital Co Gen Weather Sta Database: Hourly Observations Temperature and Relative Humidity EVERTM Temperature 60.0 57.5 55.0 LL 0 52.5 50.0 FA I Relative Humidity 0 Station: Newport-Hoag 47.5 - a a a a a a a a a a a a a V a V a V a V a V a --A V a V a V a V a V a V a O V O to o t0 O N W A 0 O V O C0 C O O O C O O C O O O O O O O O O O O O O O O O O O Dates /Times 90 85 80 75 70 65 • • Hoag Hospital cogen weather sta Database: Hourly Observations Temperature and Relative Humidity Temperature 55 54 53 LL 0 52 51 50 Relative Humidity • Station: Newport-Hoag 94 93 92 91 90 89 88 a a a a a a a a a a a a a a a a a a a a a a a a a a (D CO ffl to CD 0 fD tp co !D CO CO fD O �I O co O O _. O N W A Ut O v co O O O O O O O O O O O O O O O O O O O O O O O O O O O Dates /Times 94 93 92 91 90 89 88 0 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity f---r 75 Temperature Relative Humidity T R LL 0 60 55 rj Station: Newport -Hoag Dates /Times a a a a a a a a a to co a N W co co O cc O O O o Q C r1 co C0 O O O C O O O O O O O O Dates /Times a a a a a a a a a to co a N W � O O O O O O Dates /Times a cD O O 90 80 70 60 50 40 30 20 10 a a a a a a a a CJ� Q7 '.I 00 Q C C C O O O O a cD O O 90 80 70 60 50 40 30 20 10 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 0 Temperature Relative Humidity 75.0 72.5 70.0 LL 67.5 0 65.0 62.5 60.0 0 Station: Newport-Hoag 15 14 13 °a °a °a ° ° °a °a 9 a a a c co cc O �I O co o C,fl O N W A O Ch O v O O O O O O O O O O O Dates /Times 15 14 13 12 11 10 9 °a °a °a Ch O v O O O O O O O O O O O O 15 14 13 12 11 10 9 • Hoag Hospital Cogen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag Temperature Relative Humidity 80.0 77.5 75.0 72.5 LL ° 70.0 67.5 65.0 62.5 45 40 35 30 25 a a a a a a a a a a a a a O 4 O co O W •� O N W A VI ..a (0 O O C O O O O O O O O O O O O O O O C O O O C O O O Dates /Times 45 40 35 30 25 20 15 10 0 0 0 Hoag Hospital Cogen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag Temperature Relative Humidity 82.5 M 77.5 LL 0 75.0 72.5 70.0 35 30 W 20 15 10 N N N CD CD (0 CO C9 fa0 CaD fD fD taD CO �I co fD O O W VI O O O O O O O O O O O Dates /Times 35 30 W 20 15 10 N N N CD (0 -4 N �D O C C O O O 35 30 W 20 15 10 Hoag Hospital Cogen Weather Station Database: Hourly Observations Temperature and Relative Humidity ENRNME., F A7 Temperature Relative Humidity 80.0 77.5 75.0 LL 72.5 70.0 67.5 Station: Newport-Hoag 3 3 a a a a a w co co a a a W 4. O O C O O O O v O co O O O O O O 3 3 a a a a a w co co O N W 4. O O C O O O O O O O VI 0 Dates /Times 37.5 35.0 32.5 30.0 27.5 ae 25.0 22.5 20.0 17.5 w w w w w W (D O O O O VI 0 d O O O O O O 37.5 35.0 32.5 30.0 27.5 ae 25.0 22.5 20.0 17.5 w w co (D O O O O 37.5 35.0 32.5 30.0 27.5 ae 25.0 22.5 20.0 17.5 i • • Hoag Hospital Cogen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag Temperature Relative Humidity 70.0 67.5 65.0 LL 62.5 D M 57.5 55.0 52.5 r _�— — -- - - - - -- — — - - -- -- 1115109 07:00 1115/09 08:00 1115/09 09:00 1115/09 10:00 1115109 11:00 1115/09 12:00 1/15f09 13:00 Dates /Times 50 45 M 35 30 25 • Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 67.5 Temperature Relative Humidity 65.0 62.5 LL 0 60.0 57.5 55.0 i Station: Newport-Hoag .l 55 50 45 40 co co ca rl co CD O O N W ? CT O O O O O O O O O O O O O O Dates /Times .l 55 50 45 40 O O O O O O O O .l 55 50 45 40 • 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity FA I Temperature Relative Humidity 65.0 62.5 60.0 LL 0 57.5 55.0 52.5 0 Station: Newport-Hoag 62.5 .Q I 57.5 55.0 52.5 50.0 47.5 45.0 42.5 40.0 3 m a m co O O o v co O O O O O O v 62.5 .Q I 57.5 55.0 52.5 50.0 47.5 45.0 42.5 40.0 m a a m c8c c o (0 c o O N W la CT O v O O O O O O O O O O O O Dates /Times 62.5 .Q I 57.5 55.0 52.5 50.0 47.5 45.0 42.5 40.0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Temperature Relative Humidity 75 bill 65 LL 0 •1 55 50 U Station: Newport -Hoag Dates /Times 3 co co a a a M cc co a a a a a C O O O co co O O o -� V W tD O O C O O C O O O O O Dates /Times 3 co co a a a M cc a N W a C O O O O O Dates /Times 80 70 60 50 40 30 20 3 a a a a a to cc cc co to C C C O C O O O O O 80 70 60 50 40 30 20 Hoag Hospital Co -gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag FI Temperature Relative Humidity 70.0 67.5 LL ° 65.0 62.5 .1 1 � 1 � a a co a a a a a a O O O V c0 (0 O O O O O O 47.5 45.0 42.5 40.0 3e 37.5 35.0 32 5 30.0 a a co a a a a a a a a co to co to 0 co co co O N W A CJi O v O O C O C C O O O O C O O O C O Dates /Times 47.5 45.0 42.5 40.0 3e 37.5 35.0 32 5 30.0 a a co 00 fD C C O O 47.5 45.0 42.5 40.0 3e 37.5 35.0 32 5 30.0 0 0 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag Temperature Relative Humidity COMI 65.0 LL 62.5 60 0 57.5 70 65 60 55 50 45 40 35 30 a °°° a a a a a a a to cc co to O %I O W O (D O -� N W A O C O O C C O C O O O O O O O O O O O O O Dates /Times 70 65 60 55 50 45 40 35 30 CT CJ ^J 00 (O O O O O O O O O O O 70 65 60 55 50 45 40 35 30 • • 'i Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag PF-IR"W"3 F—Al Temperature Relative Humidity 68 67 66 65 LL 64 63 62 61 Dates /Times O O O m �I co O O C O O O O O O O O O Dates /Times � m � caD caD caD caD c�D N W A fJi 6) co 0 C C C O O O O O O O O O O O O O Dates /Times Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag 0 Temperature Relative Humidity 67 66 65 LL 64 0 63 62 61 60 70 65 60 55 50 45 40 35 cc a � cc a a a a a O �I O W O C0 O N W O O O O O O O O O O O C O O Dates /Times 70 65 60 55 50 45 40 35 a a a a a cc CTi 6� -11 00 0 O O O C O O O O O O 70 65 60 55 50 45 40 35 hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity rr�• -, Temperature Relative Humidity 60.5 .o 59.5 LL 59.0 :may 58.0 57.5 0 Station: Newport -Hoag w O v O O w w co to C O O O ER M ME 75 a a a a a a a a a a 00 cD O N W A CJi O v O O O O O O O O O O Dates /Times w w co to C O O O ER M ME 75 0 • 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag Temperature Relative Humidity 60.5 60.0 59.5 LL 59.0 0 58.5 58.0 57.5 A A A A A A A A a a a a a cc N W A o O CD .� c•4 4 O (0 O O O O C O C C O O O O O A A A A A A A A N W A Cn 6) �I O c•4 O O O O O O O O O O O O O O O O Dates /Times �IGWI 92.5 M91. 87.5 g 1 82.5 :1 1 77.5 • i0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity �---�, F —A] 58.5 Temperature Relative Humidity 57.5 OLL 5 7. 0 56.5 56.0 Station: Newport-Hoag - 77.5 75.0 72.5 70.0 67.5 s a a a a a a a a a co fD CO !D (q CD CD 0 CD O 4 O co o O -� O V N W co O O O O O O O O O O Dates /Times - 77.5 75.0 72.5 70.0 67.5 a a a a Q� V 00 co O O O O - 77.5 75.0 72.5 70.0 67.5 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity ® FA I Temperature Relative Humiriity 56.5 56.0 55.5 55.0 LL 54.5 54.0 53.5 53.0 Station: Newport-Hoag Dates /Times 0) 0) 0) rn Qi Qi w w N W A C C O O O O O r1 co CD O O O O O O O O O O O O Dates /Times 0) 0) 0) N W A C C O O O O Dates /Times 67.5 65.0 62.5 60.0 8R 57.5 55.0 52.5 50.0 47.5 co CJ O v co O O C C O C O O O O O 67.5 65.0 62.5 60.0 8R 57.5 55.0 52.5 50.0 47.5 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity FA 1 65.0 Temperature Relative Humidity 62.5 .11 I 57.5 LL 0 55.0 52.5 50.0 0 Station: Newport-Hoag Dates / Times V V V a a a O O O V 00 0 O O O O O O Dates / Times a a a V O O a a a a a a a O O O O C O O O O O O O O O Dates / Times 60 50 40 30 20 a a a V O O C O O O O O 60 50 40 30 20 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Temperature Relative Humidity III 60.0 57.5 55.0 LL 52.5 O 50.0 47.5 45.0 is Station: Newport-Hoag c to N W 4h U1 cf -4 Co CO O C O C O O C C O O O O O O O O Dates /Times 70 65 60 55 3i. 45 s. a a a a a a a a a a a a a a a a C C C O O O O O O O c to N W 4h U1 cf -4 Co CO O C O C O O C C O O O O O O O O Dates /Times 70 65 60 55 3i. 45 s. a a a a a a a a a a a Dates /Times 70 65 60 55 3i. 45 s. Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity -- o Temperature Relative Humidity 77.5 75.0 72.5 u_ 7 0. 0 67.5 65.0 Station: Newport-Hoag 62.5 a a a a a a a a a a a a a O O v O O O O O 22.5 20.0 17.5 �R 15.0 12.5 10.0 a a a a a a a a a a a 4h- CD O O O O O O O O O O Dates /Times 22.5 20.0 17.5 �R 15.0 12.5 10.0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity FA 1 77.5 Temperature Relative Humidity 75.0 72.5 LL ° 70.0 67.5 65.0 • Station: Newport-Hoag 50 45 40 35 30 25 20 15 C C C O O O C O C O O C cC (D (D 0 c0 cc co (D cc (D CD V CD co CD (0 O N W A Cn 6) O O O O O O O O O O Dates /Times 50 45 40 35 30 25 20 15 C C O 8 23 cc (0 co V 00 co C C C O O O 50 45 40 35 30 25 20 15 0 0 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity rww ' 0 Temperature Relative Humidity 67.5 65.0 62.5 60.0 LL 0 57.5 55.0 52.5 kiiiiiiiiiiif Station: Newport-Hoag i :i 70 60 9 e. 411. a a a a a a a a a a a O O ez �I co W O W Pb UI O v O O O O C O C O O O O O O O O O O O O O O O Dates / Times :i 70 60 9 e. 411. co O C O O O Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag V. O Temperature Relative Humidity 57.5 55.0 LL 0 52.5 1 1 N O v O O NI) N) aa a a a a ffl t4 co CO CO CD CO O O O C W 0 O —� O O C O O O O O Dates /Times N) aa a � a a ffl t4 co fD (0 N W A O O C O O O Dates /Times N CO .a W O O W11 ".0 aQ 85.0 82.5 a � a a fD (0 lD lD Ut W v co O O O C O O O O N CO .a W O O W11 ".0 aQ 85.0 82.5 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Temperature Relative Humidity 72.5 70.0 a 67.5 a 65.0 i LL 62.5 a O a 60.0 a 57.5 i 55.0 a 52.5 - y O a C a CO CD O O v O 6 O O M LJ Station: Newport-Hoag Dates /Times a a a a a a a a a a a a a a W W O o C O CO CD O -+ O O O O O O O O Dates /Times a a a a a a co fD a a a W W ? C C O O O O Dates /Times 70 60 50 aR 40 30 20 a a a a a CT O v O (0 C O O O O O O O O O 70 60 50 aR 40 30 20 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 0 Temperature Relative Humidity 70.0 67.5 65.0 62.5 LOL 60.0 57.5 55.0 52.5 Station: Newport-Hoag .IJ 55 45 W 35 30 a a a a a a a a a a a a O v co cc O O C O O O —� O rl CO W O O O O O O C O O O O O .IJ 55 45 W 35 30 a a a a a a a a N W A CJt O v co cc O O C O O O O O O O O O O O O O Dates /Times .IJ 55 45 W 35 30 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station. Newport-Hoag Temperature Relative Humidity 70.0 67.5 65.0 LL 62.5 0 .M 57 5 55.0 -4. a C C C —+ 4 co o 0 0 0 o a O C C O O a a a a a a cc 0 0 0 C C o Dates /Times a a a a a a a a a a 0) ­44 co 0 0 0 0 0 0 C C O O O 70 Aft .1 30 20 a a a a a a a a a 4h, _41 a 4 a a a a a a cc 0 0 0 C C o Dates /Times a a a a a a a a a a 0) ­44 co 0 0 0 0 0 0 C C O O O 70 Aft .1 30 20 Dates /Times a a a a a a a a a a 0) ­44 co 0 0 0 0 0 0 C C O O O 70 Aft .1 30 20 70 Aft .1 30 20 0 . 1 • Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag VXMMWW' EAD Temperature Relative Humidity 1 59 LL 58 0 57 56 N a N a N a a a a N a N a a CP a 0 � CP CP a a 0 a a a a Ua 1 cc to cc cc co co 4 0 O CD cn O v co M C O C O O O O O O O O O O C O O O O C O O O O O C O Dates /Times NE, .1 70 * .1 50 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 0 Temperature Relative Humidity i • Station: Newport-Hoag 58.0 57.5 57.0 J LL a 0 a 56.5 56.0 a 55.5 a 55.0 a a N a O a W A Co O O v O O O O P.) a a a a a a a a a a a a a O O W A Co fD O —� O O O C O O O O Dates /Times a a a a a a a a a a a a a N W A O O O O O O Dates /Times 92.5 90.0 M-W s e a a a a a a a a a a (D co cc W (P 0) r N cD O O O O O O O O O O 92.5 90.0 M-W s e Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Temperature Relative Humidity 57 56 55 LL 0 54 53 52 M Station: Newport-Hoag Dates /Times a a a a a a a co co CD (0 co W O O C C O O O O O -a rl CO !D O O O O O O O Dates /Times a a a a a 0 co co CD CaD N W 4h- O C C O O O Dates /Times s aT� 87.5 85.0 82.5 80.0 77.5 aE 75.0 72.5 70.0 67.5 a a a CD CaD CaD caD CT O v co O O O O s aT� 87.5 85.0 82.5 80.0 77.5 aE 75.0 72.5 70.0 67.5 • 0 �011 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag Temperature Relative Humidity W 57 0 55 54 53 52 - - - -` - -- - - -- -- :— - -_ co W co a a a a a N a a a a a O O co O O O O O O V CO fD O -� C O O C O O O O O O N N N N co W00 co W co 25 8 co N W A CJ+ O O O O O O O O Dates /Times N N N N co co co co CD co co 6) V co lD O O O O O O O O 85.0 82.5 80.0 77.5 75.0 72.5 70.0 67.5 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 0 Temperature Relative Humidity 54.5 54.0 53.5 53.0 LL D 52.5 52.0 51.5 51.0 0 Station: Newport-Hoag N N N a a a a a a a to a a a a a a a a a A O O C O O O o O C r1 W !D O O O O O C O O O O O O N N N a a a a a a a a a a a a fD to N W A O O C O O O Dates /Times N N N N a a a a CO co a a a a fD to 0 W Ui 67 �I co O C C O O O O O N a a O O 77.5 75.0 72.5 70.0 67.5 65.0 • • '• Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag FA I Temperature Relative Humidity 55.0 52.5 0 50.0 47.5 45.0 N N N N N N N N N N N N N O O O O O O O O O a a a a a a a a a a a a m to co cc c to O 4 O co o tD O N W A CT 0 -4 O ffl C C C O C O O O O O C O O O O O O O O O O O O O O O Dates /Times 6161111 47.5 45.0 42.5 M1 • • 1• Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag - -,�V" 0 Temperature Relative Humidity 55.0 x 52.5 LL 50.0 0 47.5 45.0 Dates /Times 75 70 55 55 a a a a a a a a a a a a a a a a a a a O O O O O O O O O -a N W ? U1 0) -d 07 (0 O N W A U" 07 -4 co O O C C O O O O O C O C C C O C O O C O O O O O O O O O O O O O O O O O O O O Dates /Times 75 70 55 55 • • 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag `- � Temperature RPIAtIVP Humiriit i 57 56 55 LL 54 0 53 52 51 75.0 72.5 i a a a a a to 70.0 O O o 67.5 co (0 O —� O O C C O O O O O O 75.0 72.5 i 70.0 67.5 gE 65.0 62.5 60.0 57.5 55.0 PQ a a a a a a a a N W A CJ� C7 v 00 O O C C O O O O O O O O O O O O O Dates /Times Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 0 Temperature Relative Humidity 57 56 55 54 LL 53 52 51 50 0 Station: Newport-Hoag W a 0 V O O Dates / Times 10 K) W W W W W W W a a a a a N W em O O C —� W (O O O O O O O O O O Dates / Times 10 W W W a a a co a N W A O O C O O O Dates / Times .8 75 70 65 .S 55 a a a a a (7t Q7 rl co 0 O O C O O O O O O O .8 75 70 65 .S 55 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Es_ 55.0 52.5 50.0 LL 0 47.5 45.0 0 Station: Newport-Hoag N A a O �.I O O Dates /Times A A A A A A A a a a a N W cc O O -� O O O .I CO C O C O O O O O Dates /Times A A A a a a A a a a a N W A O O O O O O Dates /Times A a O O W ;M 80 75 70 65 60 A A A A a a a a Cn Q� .I CO O C C C O O O O A a O O W ;M 80 75 70 65 60 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity F A7 Temperature Relative Humidity 55.0 52.5 50.0 LL 0 47.5 45.0 Station: Newport -Hoag N U1 to O v O O N i a CJ� O O a a a a a a a C7 O 00 o cc O O -� N W C O O O O O O O O O O O O O Dates /Times N i a CJ� O O M M 75 ae 70 65 60 (jl (J1 C7 v O O O O M M 75 ae 70 65 60 O O O O O O M M 75 ae 70 65 60 0 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity 0 58 57 56 LL 55 a 54 53 52 U Station: Newport-Hoag N O a O V C O Dates /Times 6J 6s O a a a O O O O a a a a A c O C O o O .� MO O v co C O C O O O O O Dates /Times 6J 6s O a a a O O O O a a N W A C O C O O O Dates /Times O a O O O 90.0 87.5 85.0 82.5 80.0 77.5 75.0 72.5 O O O O a a a a U1 O v co O C C O O O O O O a O O O 90.0 87.5 85.0 82.5 80.0 77.5 75.0 72.5 • • • Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station Newport-Hoag W-„-1 Temperature Relative Humidity 57 56 55 54 LL ° 53 52 51 50 82.5 80.0 77.5 75.0 72.5 70.0 67.5 65.0 a a O O v O O C O O 82.5 80.0 77.5 75.0 72.5 70.0 67.5 65.0 a a a a a a as a a a a co co co O cD O N W A U+ 01 v 0o M O O O O O O O O O O O O O O O O O O O O O O Dates / Times 82.5 80.0 77.5 75.0 72.5 70.0 67.5 65.0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station- Newport-Hoag Temperature Relative Humidity 57.5 55.0 LL 0 52.5 50.0 Dates /Times 85.0 82.5 80.0 77.5 75.0 72.5 70 0 67.5 N N N N N N N N N N N N N aa a a a a a a a a a a co to cc cc co W to C O O O —a .1 00 (D O N W 46 0 O v co 0 O O O O O O O O O O O O O O O O O O O O O O O O O O Dates /Times 85.0 82.5 80.0 77.5 75.0 72.5 70 0 67.5 Hoag Hospital Co -Gen Weather Station Database. Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag FA I Temperature Relative Humiditv 65.0 62.5 . I I; 0 57.5 55.0 52.5 50.0 K) Nj Pj N N.) a a a a a a a a a a a a a O O O c O O O o Ch 67 O O O O O O O O O O O O O O O PQ PQ PQ N.) a a a a a a a a 0 co CD (0 O O O O O O N W A Ch 67 O O O O O O O O O O Dates /Times N PQ a a a fD C0 0 rl co co O O O O O O . e, 55 fif 45 e ,s 35 30 0 0 • Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag Temperature Relative Humidity 62.5 M11 57.5 55.0 52.5 50.0 75.0 72.5 70.0 67.5 65.0 62.5 60.0 57.5 55.0 52.5 N CD °a °a °a °a ° ° ° ° CD ° ° a a a a co 0) co to co to O O O O O O 4 co C0 O N W A O O C O C O C C O O O O O O O O Dates /Times 75.0 72.5 70.0 67.5 65.0 62.5 60.0 57.5 55.0 52.5 N CD °a °a °a °a cc cc Cn 0) 6 6 O 6 O O O O O O 75.0 72.5 70.0 67.5 65.0 62.5 60.0 57.5 55.0 52.5 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport -Hoag FAI Temperature Relative Humiditv 57.5 LL 0 55.0 52.5 i.. _.-..,._... -.- Dates /Times m 25 CT cac O C O O N m A O O to O O O o V co fD O O O O O O O O O O O Dates /Times m 25 CT cac O C O O N W A O O O O O O Dates /Times 80.0 77.5 75.0 72.5 gE 70.0 67.5 65.0 62.5 60.0 CT O� O C O O 80.0 77.5 75.0 72.5 gE 70.0 67.5 65.0 62.5 60.0 v co co O O O O O O 80.0 77.5 75.0 72.5 gE 70.0 67.5 65.0 62.5 60.0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag r- _ —1 FA I Temperature Relative Humidity 70.0 67.5 65.0 LL 62.5 .1 1 57.5 N N N N a a a a h$ Ili N N N N a a a a O O O O O O O O O Cl O O O O O -� r 00 0 O O C O O O O O O P.B. 75 70 65 60 55 50 45 Lin h� a a a a a a a a a Ui O O O O O O O O O O Cl O O Dates / Times C O P.B. 75 70 65 60 55 50 45 Lin h� 1� a a a � 3 � O C O O O O • • �0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag '-- ou" 0 Temperature Relative Humidity 65 64 63 LL 62 0 61 60 59 Dates / Times 85 80 75 70 65 a a a a a a O O o a a _I co co O —� C O O C O O O O O O Dates / Times 85 80 75 70 65 a a a a a a a a N W A Ch O v O f0 O C O O C C C C O O O O O O O O Dates / Times 85 80 75 70 65 • • I • Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity Station: Newport-Hoag E Temperature Relative Humidity 60 59 58 57 LL 0 56 55 54 53 N i N N N O -� O O a O a a O a O o a a co a C O O O O O N N a a O -� O O O O 92.5 90.0 87.5 85.0 82.5 80.0 77.5 Dates /Times a a a a a a a a N W A U 67 -4 00 (D C O O C O O O O O O O O O O O O Dates /Times 0 0 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity --� CAS Temperature Relative Humidity 59.0 58.5 58.0 57.5 U. 57.0 O 56.5 56.0 55.5 55.0 40 Station: Newport-Hoag Dates / Times WI 0 0 CP a a co c a a a a a 4h- O O o -. CJ� co co O —� O O C O O O O O O O Dates / Times WI 0 0 a a a co c a a a N W 4h- Dates / Times 77.5 75.0 72.5 70.0 67.5 65.0 -- 62.5 a a a a a CJ� 07 tl co 0 O O C O O O O O O O 77.5 75.0 72.5 70.0 67.5 65.0 -- 62.5 Hoag Hospital Co -Gen Weather Station Database: Hourly Observations Temperature and Relative Humidity P Temperature Relative Humiditv 59 58 i • Station: Newport-Hoag Dates /Times Nj 57 56 LL oy w 0 a a a 55 a a 54 N 53 O o 52 - — CO (D O —� O O O O O O O a 0 v C O Dates /Times Nj IQ o� oy w a a a a a a a N W O o -� O CO (D O —� O O O O O O O O Dates /Times Nj IQ o� oy w a a a a a a a N W � C O O O O O Dates /Times Nj a a a a CT O co O O O O O O O O N a fD O O •11 87.5 MM 82.5 a2 80.0 77.5 75.0 0 [1] • • • ATTACHMENT 7 0 (0 Hoag Memorial Hospital Presbytedan MesterPlan Update Prod Mitigation MonRodng and Reporting Program Hoag Hospital Project: Mitigation Measure: 3.4 -9 Upon installation of the fourth cooling tower at the cogeneration 'facility, additional noise measurements shall be performed to determine compliance with the City's Noise Ordinance. The measurements shall be made and a report submitted to the City within three months of commencement of operations of the fourth cooling tower. If a violation is noted, the problem must be corrected and a second set of measurements submitted to the City showing compliance within one year of commencement of operations of the fourth cooling tower. Standard for Compliance: Submission of report documenting additional noise measurements and abatement of violation N necessary. Method of Verification: Documentation of report. Timing of Verification: Upon installation of the fourth cooling tower at the cogeneration facility. If a violation is noted, the. problem must be corrected and a second set of measurements submitted to the City showing compliance within one year of commencement of operations of the fourth cooling tower. Responsible Party(les): Applicant; acoustical engineer, Planning Director or designated repre§entative. Verification Date: City of Newoort Beach Verification Approved on: Approved by: Signature: wnxomrrnwanwaxwa.oWn&d c r 101 Hoag Mamo» al Hospital Presbyterian MssterPlan update Project HAfigaW" Mwrttaing &W Rapwft Program Hoag Hospital Project: (� Mitigation Measure: PDF 3.4 -1 Within six months following approval Aotb2 Master Plan Update Project by the City of Newport 'each and the expiration of any appeals, statute of limitations or referendum periods for challenging any of the Project approvals, the Applicant shall offer a window /sliding glass door upgrades (dual pane windows) and balcony barrier extensions to the owners of the residences (Owners) of 12 condominium units at 260 Cagney Lane, Newport Beach, in Units 202 through 207 and 302 through 307. With respect to the balcony barrier extensions, the extensions shall be 3/84neh -thick tempered glass with a frame. The top of the extensions shall extend approximately 5 to 6 feet above the balcony deck. Where windows and/or sliding glass doors would be located behind a balcony barrier, the Applicant would. not be required to provide window and/or sliding glass door upgrades. Other windows/sliding glass doors of the identified condominium units would be upgraded with dust pane glass with a Sound Transmission Class (STC) rating of 37 or better. Upgrades would be subject to the approval of the Homeowners Association and Owner. The Applicant shall be responsible for the implementation of•the noted upgrades pursuant to the following provisions and guidelines: () in order to participate in the program and receive new balcony barrier extensions and/or windows/sliders, each Owner must provide written notice to the Applicant within 45 days following receipt of the proposed program from Applicant, that the Owner wants to participate in the program; (ii) failure to respond within such time period shall mean the Owner desires not to participate; . (Iii) the replacement balcony barrier extensions/windows/sliders shall be installed by a third -party contractor as part of one ovwall program pursuant to a contrail between the Villa Balboa Homeowners Association i. (Association) and such third -party contractor selected by the Association; Qv) the Association shall provide the Applicant with a written estimate from the contractor stating that the total cost of the replacement program and obtain Applicant's written approval of such work. prior to executing a contract with the contractor, (v) the total cost of the balcony barrier extensions and window /slider replacement, and related patch -up work to be reimbursed by the Applicant to the Association for all Owners shall not exceed the total cost identified in a Bid Estimate approved by the City prepared by a qualified and licensed contractor plus reasonable administrative costs to manage the contract and'construction effort; and (vo provided the Applicant receives the reimbursement request from the Association within 60 days following completion of the work,. the Applicant shall reimburse the Association for the cost of the work within 30 days of the Applicant's receipt of a final receipt, bill or invoice from the Association evidencing that the balcony barrier extensions, and window /seder replacement work was'compieted pursuant to the approved estimate. Standard for Compliance: Hoag to provide copies of all documentation between Hoag and Affected property owners; installation of balcony .barrier extensions, wall insulation, and window and/or slider upgrades to participating property owners. Method of Verification: Documentation of correspondence; field inspection. Timing of Verification: Prior to issuance of building permits; installation within 6 months of approval of the Master Plan Update Project. .(� Responsible Party(fes): Applicant; Planning Director or designated representative. IPA2W47MMMRPMMW-040 Mft4 Hoag Memorial Ho Paabytedan Master Plan Update Prayed MMYgdbn Me AxW and R rft Program Hoag Hospital Project: I Mitigation Measure: PDF 3.42 Within 12 months following approval of the Master Plan Update Project by the City of Newport Beath and the expiration of any appeals, statute of limitations or referendum periods for challenging any of the Project approvals and subject to the City s issuance of a building permit, the Applicant shall have constructed a sound wall of approximately 470 linear feet along West Hoag Drive within the boundaries of the Applicants property. The sound wall world be constructed adjacent to Hoag-Drive and set back approximately 3 to 6.5 feet from the edge of the existing curb. The sound wall shall range in height from approximately 17 to 23 feet between West Hoag Drive and the 280 Cagney Lane condominium building; and approximately 14 to 18.5 feet at the 260 Cagney Lane condominium. The location of the sound wall is provided in Exhibit 1. The sound wall shall be constructed using the Sound Fighter® LSE Wall System (or a sound.wail system with the same sound attenuation capability and construction implementation capability). To the maximum degree feasible, the sound wall shall be constructed to retain existing vegetation which serves as a visual screen. Vegetation that is required to be removed associated with installation of the sound wall shall be replaced in -kind with specimen plant material as designated on a landscape and irrigation plan prepared by a licensed landscape architect. The plan shall be subject to review by the Villa Balboa Community Association, and review and approval by the City. The Applicant shall be responsible for the maintenance of landscaping within the property boundaries of Hoag. Any future modifications made to the sound wall and/or landscaping shall be reviewed and approved by the Planning Director. if the removal of vegetation is scheduled to gmceed between March 1 and July 31, no more than seven days prior to the onset of construction activities that would impact trees associated with the sound wail, a qualified Biologist shall conduct a pre- construction bird nesting survey for the trees scheduled for removal to determine the presence of any active bird nest. If an active bird nest is found, the tree cangot be removed until the nest is deemed no longer occupied by the qualified Biologist. If no active nests are found, tree removal may commence. Trees removed anytime between August 1 and February 28 do not require any nesting bird surveys, or corresponding avoidance measures for nesting bird species. Standard for Compliance: Shown on approved building plans. Method of Verification: Plan check for grading and building permits issued by the City. Timing of Verification: Within 12 months of the certification of the Hoag Memorial Hospital Presbyterian Master Plan Update Final Supplemental EIR (SEIR), as detailed in the above measure. Responsible Party(ies): Applicant; Building Director or designated representative; Planning Director or designated representative; qualified biologist Verification Date: Hoag Hospital Project: !0 Mitigation Measure: 119 i• Hoag AffemodW Hos W Preabytedmr A#MWPlan Update Project AftWffon AftftC ng and Reporting Program Non - vehicular activities, such as the operation of the trash compactor, which occur in the vicinity of the service/access road shall be operated only between the hours of 7:00'AM and 7:00 PM daily. Standard for Compliance: Strict adherence to the operating hours, compliance documented as part of the development Agreement annual review. Method of Verification: Documentation of compliance. Timing of Verification: Ongoing during construction and project operation. Responsible f arty(ies): Applicant; Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: Approved by: Signature: 'PA2W47WAWAtPA0M V.0WMdW 92 to Hoeg n? emo;arrrorpWFresayftdW wmsterPlan LWam Project MWgatlon MwWonng and fBepwtkg Pregrerp Hoag Hospital Project: Mitigation Measure: 3.42 The final plans for heating, ventilation, and air conditioning (HVAC) equipment for the Mcillary Building and West Tower shall be submitted to the City for review and approval. The plans shall be reviewed by an Acoustical Engineer to ensure that they will achieve 55 dBA (Leq) at the property line adjacent to the loading dock area. These plans need to be submitted within six months of the certification of the Hoag Memorial Hospital Presbyterian Master Plan Update Final Supplemental EIR (SEIR). If Hoag does not pursue the redesign of the HVAC systems for the Ancillary Building and West Tower, Hoag shall submit within six months of the certification of the Final SEIR a plan to the City that details how Hoag will bring the current equipment into compliance with the 55 dBA nighttime noise limit when measured at the property line adjacent to the loading dock area. Standard for Compliance: Approval of final plans for heating, ventilation, and air conditioning (HVAC) equipment for the Andilary Building and West Tower. Method of Verification: Plan check and noise measurements. Timing of Verification: Within six months. of the certification of the Hoag Memorial Hospital Presbyterian Master Plan Update Final Supplemental EIR (SEIR), as detailed in the above measure. Responsible Party(fes): Applicant; Planning Director or designated representative. Verification Date: -city-of Neraoort Beach Verification Approved on: Approved by: Signature: +Pnmm-IWMWRr+*UW4WO cW 94 i0 l� Hoag dfemodat rtaspdd Presbyterian MasW Plan update Riled teragatton Mordoring and Reporting Program Hoag Hospital Project: Mitigation Measure: 3.4-3 Prior to issuance of building permits for any project that includes HVAC equipment, an acoustical study of the noise generated by the HVAC equipment shall be performed and a report that documents the results shall be submitted. This report shall present the noise levels generated by the equipment and the methodology used to estimate the noise levels at nearby residential uses or property boundary, as applicable; the report will also demonstrate that combined noise levels generated by all new HVAC equipment does not exceed applicable regulations. This study shall be reviewed and approved by the City prior to issuance of building permits. After installation of the equipment, noise measurements shall be performed and provided to the City that demonstrates compliance with applicable noise level limits. Standard for Compliance: Approval of applicable acoustical study, provision of noise measurements to the City after installation. Method of Verification: Approved applicable acoustical-study. Timing of Verification: Prior to issuance of butting permits for any project that includes HVAC equipment, measurements after installation of applicable equipment. Responsible Party(fes): Applicant; Planning Director or designated representative. Verification Date: City of NwAmort Beach Verification Approved on: Approved by: Signature: %PA2W4"%QUWMWRP4Wne,doc. 95 r] Hoag Memoraf Hospttaf Presbyterian A*LgerPlan Update Project AMtigaaon A4ofd7aing and Rep ft Program Hoag Hospital Project: Mitigation Measure: 3.4-4 Truck deliveries to the loading dock.area are restricted to the hours of 7:00 AM to 8:00 PM. It is noted that special situations may arise that require delivery outside of these hours. Standard for Compliance: Strict adherence to the operating hours; compliance documented as part of the Development Agreement annual review. Method of Verification: Documentation of compliance. Timing of Verification: Ongoing during project operation. Responsible Party(ies): Applicant; Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: Approved by: Signature: wn2am478vaNV%QWJW4 rW dw 96 `0 �J Hoag MemorW HoapW Preabyteden MaWer Plan Update Pm)M MiUpadon MaMtodng end Reporting Program Hoag Hospital Project: Mitigation Measure: 3.4-5. Sound absorption panels on the east wall of the loading dock shall be installed. Approximately 450 square feet of absorptive panels shall be used to cover major portions of the back wall of the loading dock area. The Noise -Foil panels by Industrial Acoustics or a panel with an equivalent or better sound rating shall be used. Standard for Compliance: Installation of sound absorption panels. Method of Verification: Feld inspection and noise measurements. Timing of Verification: Installation within 6 months of approval of the Master Plan Update Project. Responsible Party(ies): Applicant; acoustical engineer, Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: Approved by: Signature: M'A2W 97 Hoag Memoifal Hospital Prembyferten MasarPlen Update PMJW Afdieabw MoniOOM end Pep&" Program Hoag Hospital Project: (e Mitigation Measure: 3.4-6 The trash compactor. shall be relocated within the loading dock. The trash compactor and baler shall be enclosed in a three-sided structure. The walls shall be concrete block or similar masonry construction. The roof shall be lightweight concrete roof or a plywood surface with concrete tiles; a built-up roof with 5' 5" of insulation on the Inside would be an acceptable alternative. The open side shall face away from the residents. Doors may be on the side of the enclosure facing the residents, but must be dosed when the baler or compactor are operating. The compactor and baler should only be operated between the hours of 7:00 AM and 7:00 PM. Standard for Compliance: Shown on approved applicable plans. Method of Verification: Plan check and ongoing. Timing of Verification: Within 6 months of the approval of the Master Plan Update Project. Responsible Pariy(ies): Applicant; Planning Director or designated representative. Verification Date: Approved on: {� Approved by: Signature: avnzoor-G?MUVRPAWJW4XOMex so Hoag Hospital Project: Mitigation Measure: 3.47 'No Idling" signs shall be posted in the loading dock area and any area where the tricks might queue. Standard for Compliance: Method of Verification: Timing of Verification: Responsible Party(ies): Verification Date: Installation and maintenance of signs. Field inspection. Within one month of the approval of the Master Plan Update Project. Applicant; Planning Director or designated representative. City of Newport Beach Verification Approved on: Approved by: Signature: Hoag Hospital Project: 10 Mitigation Measure: 3.4-8 Hoag MemodaMwMPresbyteden MaaferPran update Project All" i MoOMM and Repm ft Program Grease trap cleaning operations shall be limited to Saturday between the hours of 11:00 AM and 3:00 PM. Standard for Compliance: Strict adherence to the operating hours; compliance documented as part of the Development Agreement annual review. Method of Verification: Documentation of compliance. Timing of Verification: Ongoing. Responsible Party(ies): Applicant; Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: Approved by: Signature: wnacmmsufARM W- 04WIcaeoc 0 • LANDSCAPE MATRIX HOAG HOSPITAL LOWER CAMPUS Prepared 4/15/2008 Location Area Description landscape Element Schedule Government /Agency Anticipated Status Outcome / Effect Add 5, l8' box evergreen screen trees and new Area 1 • Cc Gen Additional tree planting Irrigation Nov 2007 Insisted Project completed Se reanlsoflen views of west per community request - end of Cc Gen Buildnq From PCH Add 3. 18' box evergreen screen trees and new To commence May 2D08. Area 2 • Co ben Additional tree planting IM92NM Install completion July Coastal Comm. Appmved 2108 Added screening of Cc Gen per community request 2008. Flare Attach metal green sere" lattice structure to To commence May 2008, Add green screen cover east building elevation g Install completion July Coastal Comm. Approved 2108 Sereenhofter specific News of Area 3 • Co Gen lattice Per community 20118 Ca Gen Bundling commence May 2008. N request 2 Plant flowering vines to cover teen screen g 9 In Install completion July Coastal Comm, Approved 2108 Screenfso8en specific views of 2008. Cc Gen Building t�tig ` Clean up and re Voris Additional shrubs, groundcover and maw W Ares d • Co Gen Slope area with added shrub Imganor system added upon completion of Wag Nov 2007 Installed Project completed Added visual quality and C3 SeNnd Trailers and groundcover project, erosion control J planting OI O i 24 trees, shrubs and groundcover plantings and Area 5 • Co Gen Slope Tres shrub and new water conserving origaeon system Nov 2007 Installed Proj� completed Added campus visual quality quality grountleover planting screening and erosion Installed as part of Lower Campus Wen Project Area 8 •Retaining B. 24' box evergreen screen bees Nov 2007 Installed Project completed Screen and soften views of Wag base at West Trees and shrub planting Parking Lot retaining wall Installed as part of Lower Campus Wag Project 12. 36' box flowering trees and l Inn palm Area 7 • West Parkin g tree► and Inigstion system at end Islands Nov 2007 Installed Project completed Soren views of open parkin 1 9 Area Islands Tree planting areas Installed at part of Lower Campus Well Project Increased shade and visual enhancement to parking area Area 7a • West roe planing Install 23, 36' box lowering trees and 3 fan Installed no later than Dee InstaAatlon shag commence no later Soften views of open parking lot Parking Area Islands pang trees 2009 Mtn 60 days of CDP Issuance by areas and Increase shade and the Coastal Comm visual enhancement to perking areas. N Ann 8 • Top Of Fiowedng bougaiovillet 550, bougainvillea shrubs installed as part of Cdorflrl edge deflNOon and 7a Retaining Wan shrub planting Lower Campus Wail Project Nov 2007InStaAetl Project completed solenIng of views along top of E retaining wan Area 9 • North Sle pe Regrade area add fence shrub and Shrubs. groundcover, fencing and newimgatien Installed no leer than Dee Installation shall commence no paler Enhanced overall a rn mD above Retaining Wail groundcover planting "in 2009 Man 120 days of CDP issuance by visual quality, safety and the Coastal Comm erosion control Q m O = Area 10 - New CNId Additional trees shrubs 17 bees, shrubs and groundcover and new Added Visual Ouallty , Parking Care Faclgty 8 groundeover planting irrigation system Dec 2007 Installed Projeci completed area screenIn and buNdn 9 9 drop off and entry area definition Area 11 - Lower Replace trees. shrub Campus Uti1Ry and groundeover and Trees, shrub d gmundeovem and new kdgation Instalbnlon schedule Dec. Pending city approval in concept Improve 8 candy campus Upgrade Project enhance planting areas system 2009 and Coastal Comm Approval planting character along PCH installed N Q. Immediately upon Issuance of an E Approval In Concept (AIC) by the ra U City of Newport Beach an Area 12 - PCH Green Additional green screen Instill approx. 870 Iinearfeel of green semen Installed no laterihan Dec application shall be submitted for said Improvements to the Coastal Screen views of "at ps ding 3 Screen and tree /shrub planting along PCH homage 2009 Comm. Lot from PCH J Construction of said improvements tT shall be completed no later than 18 n0 months after CDP issuance by the 2 Coastal Comm. Area of at base Parking Lo at base of native Add coastal wild flo r and rasa droseed 9 H ErosioNdust control and Wag Begird ATP hydroseed planting until permanent parking lot with t Irrigation Hydroseed and imigaNan completed enhanced visual quality Slog. groundcover Planting landscape Improvements added. Installed Dee 2007 Pending future paRIng area Inatafialon Color Code Irldkatlng Current Project Status Green Indicates current improvements that have been Installed per Previous approvals Yellow Indicates improvements Installed but not apart of required permits Orange Indicates improvements in design phase yet to be submitted for city or agency approvals Aqua Indicates Improvement; proposed but not approved for installation Revised 6115108 for Cy ..M...0 «..y 4061'�nA ATTACHMENT 8 11A 0 500 Superior Avenue, Suite 300 pi ��4.4488 CA 92663 ,IAVw.noaghospltal.org February 26, 2009 Debra Legan VP Marketing & Corporate Communications Hoag Memorial Hospital Presbyterian One Hoag Drive Box 6100 Newport Beach, CA 92658 -6100 RE: 8640 FD&C Department General Subject: Mitigation Measure PDF 3.4 -1 Dear Debra: Project: Villa Balboa Window Replacement Re: American Vision Window Proposal Attn: Debra Legan, (� Attached you will find the updated American Vision Windows proposal which has been reformatted to enable all parties to compare this bid with that provided by the Villa Balboa vendor. In addition, two letters from acoustical engineer Fred Greve have been included. The first letter, dated 2/9/09, addresses the STC ratings for the various windows and doors - noting that the 8' door from any (known to Mestre Greve) manufacturer will not meet the 37 STC. The letter dated 2/26/09 addresses the Importance of a retrofit window which can be installed in the existing wall/window assembly, an installation which preserves the existing moisture barrier. We have also included the manufacturers cut sheets which call out the STC and W ratings. It Is Important to ask for similar cut sheets from each bidder, speciFlcally asking for the STC rating of the glass in Frame rating, not just the glass assembly STC rating. In addition to the bid of $296,283.00, we must include an allowance of $22,500.00 For painting and $5,900.00 For scaffolding; bringing the total to $ 324,683.00. It should be noted that no contingency has been included. This proposal includes window replacement for units on all three levels of this building. If you have any questions, please contact me at 949.764.4496 or by email at cary.brooks @hoaghospital.org. Sincerel if C rooks Senior Project Manager Facilities Design & Construction Enclosures; r CC: A NOT-FOR•PROFfT OO UNnT HOSPITAL ACOREDnEO RTTHE VINr COMMIiSION ON ACCRMTrATION OF HEALTNGRE ORC+4WRATIONS Atr kXsMwid, American Vision Ilk =MEM 'INWINl OWS, Inc. See the Difference Villa Balboa Scope of Work Unit Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeownerltenant to confir+n measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeownerttenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes tl Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window /door Installations 7 Install retrofit windows In accordance with AAMA Specifications 8 Seal and trim windows In accordance with Installation Masters'm Certification Requirements 9 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door Installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 16 Seal & Bond exterior with Sikaflex® (721) Silane -Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Total Project Cost = $296,283 548 W. Koteilo Avenue b'Chonge, California 92867 Toll Free: 888.565.0008 43 Fox. 714.997,1 035 www.Flmericot)V sionWi ndows. com r American Vosoon lab L."NWINDOWS, Inc. See the Difference Villa Balboa Scope of Work Unit 102 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowner/tenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeownerAenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 5 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window /door installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows In accordance with Installation Masters T" Cerfification Requirements 9 Interior moldings will be matched to existing as close as possible—If no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1' X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, comer bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 16 Seal & Bond exterior with Sikaflex® (721) Silane - Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Six Windows & One Patio Door Total Unit Cost = $12,777 548 W. t(otella Avenue ' ?Orange, California 92867 Toll free; 888.565.0006 i3 Fax. 714.997.1035 unuw. RmericanVisionl.U1ndows.com linencon Vision LINWINDOWS. 9 See the Difference Villa Balboa Scope of Work Unit 103 Sound Control Windows & Sliding Glass fors 1 Schedule measure with homeowner /tenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner /tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 5 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window/door installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation Masters *M Certification Requirements i� 8 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door Installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with SikaflexO (721) Slane - Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Two Windows & Three Patio Doors Total Unit Cost = $19,574 548 W. i4otello Avenue ti Orange. California 94867 �• Toll free: 888.565.0008 a° fox. 714.997.1035 www.i9mericonVisionWindoLus.com merolcon Vision .9 1h '%WINDOWS, Inc. See the Difference Villa Balboa Scope of Work Unit 104 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeownerAenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeownerAenent 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 5 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window /door installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation MastersTM Certification Requirements 9 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" tough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead applied, texture match as dose as possible) , 14 All Interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with SlkeflexO (721) Slane -Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Four Windows & Two Patio Doors Total Unit Cost = $25,218 548 W. Kotello Avenue .—!Orange, California 92867 (. Toll Free: 888.565.0008 ? Fox. 714.997.1035 urww.FimericonVisionWindows.com 11mrocan Vision Iii ®�rr..r1 . -. L WINDOWS, Inc, See the Difference Villa Balboa Scope of Work Unit 105 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowner /tenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeownerttenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 5 Remove glass & sash, and dispose of properly 8 Prep work surfaces for now window /door installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation MastersT'" Certification Requirements Interior moldings will be matched to existing as close as possible.. -if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 interior Patio door Installation (drywall will be repaired, corner bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Sikaflex® (721) Silane - Terminated Polymers 18 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Six Windows & One Patio Door Total Unit Cost = $12,777 548 W. Kotello Avenue d'Oronge, Colifornio 92867 7011 Free: 888565.0008 0 °•fox. 714.997.1035 www.AmriconVisionWindoLus.com American Vision `'11111IUINDOWS, Inc. See the Difference Villa Balboa Scope of Work Unit 106 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowner/tenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner /tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 5 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new windowidoor installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation MastersTm Certification Requirements g interior moldings will be matched to existing as close as possible... g no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door($) will be complete replacement 11 Repair or replace as necessary any loose or damaged V X 2" rough sawn trim around windows Exterior Patio door Installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead applied, texture match as close as possible) 14 All Interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Slkalex® (721) Sllane - Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Three Windows & Two Patio Doors Total Unit Cost = $17,676 548 W. Kotello avenue Oronge, Colifornio 92867 Toll Free: 888.565.0008 a Fox. 714.997.1035 www.AmericonVisioon"'U)indow-,.com American Visi ®n c,'L UJI_NnOWS.- Inc. See the Difference Villa Balboa Scope of Work Unit 107 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeownerltenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner/tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 5 Remove glass & sash, and dispose of property e Prep work surfaces for new window/door installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation MastersTM Certification Requirements 0 Interior moldings will be matched to existing as close as possible... if no Interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, comer bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Sikaflex® (721) Siiane -Terminated Polymers 10 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Six Windows & One Patio Door Total Unit Cost = $12,777 S48 W. Katello Avenue "Oronge, California 92867 Toll Free: 888.565.0008 i9 fox. 714.997.1035 www.AmericanVisionUJindaws.com 1,.�^'1 Vim �..i._- r; �....� (' i� 1 _ f�.. See the w Villa Balboa Scope of Work Unit 202 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeownerttenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner/tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 5 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window /door installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation Mastersy' Certification Requirements 9 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged V X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead applied, texture match as close as possible) 14 All Interior and exterior repairs will be left paint ready 16 Seal & Bond exterior with Sikaflex® (721) Silane - Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Two Windows & Three Patio Doors Total Unit Cost = $19,574 548 W. t(atello Avenue Orange, Californio 92867 Toll Free: 888.565.0008 ' Fox. 714.997.1035 uauw. AmericanVi sionWindoun.com �► American Vision 1g ® - . , 4'rIWINDOWS. Inc. See the Difference Villa Balboa Scope of Work Unit 203 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowner /tenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner/tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 6 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window /door installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation Mastersw Certification Requirements 8 Interior moldings will be matched to existing as close as possible... if no interior moldings are Present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, comer bead applied, texture match as close as possible) 14 AM interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Stkafiex® (721) Slane • Terminated Polymers Clean windows and remove all slickers 17 Clean area and dispose of all refuse Two Windows & Two Patio Doors Total Unit Cost = $16,617* * Not including sloped windows S48 W. Katello Avenue 0Orange. California 92867 f Toll free: 888.565.0008 e fox- 714.997.1035 wwur. AmericanVision W inclows. com mencon Vision �'11111WINDOWS, Inc. See the Difference Villa Balboa Scope of Work Unit 204 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowner/tenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner /tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 6 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window /door installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation Masters'"' Certification Requirements a Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, comer bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Sikaflex® (721) Silane - Terminated Polymers 16 Clean windows and remove all slickers 17 Clean area and dispose of all refuse Four Windows & Two Patio Doors Total Unit Cost = $25,218 548 W. Kateilo Avenue 00ronge, California 92867 Toll Free: 888.565.0008'• Fox. 714.997.1035 www.Afnericat)VisionWindoijis.com Mmracan Vision IFJWINDOWS, Inc" See the Difference Villa Balboa Scope of Work Unit 205 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowneritenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeownerltenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 5 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window /door installations 7 Install retrofit windows in accordance with AAMA Specifications 5 Seal and trim windows in accordance with Installation MastersTm Cerfificetion Requirements 9 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2' rough sawn trim around windows Exterior Patio door Installation (the complete frame will he removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead apps, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Sikaflex® (721) Sllane - Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Two Windows & Three Patio Doors Total Unit Cost = $19,574 548 W. Kotello Avenue Orange, California 92867 (� Toll free: 888.565.0008 .'.Fox. 714.997.1035 `� wwui.AmericonUisionWindotus.com fimerican Vision L19WINDOWS, Inc. See the Difference Villa Balboa Scope of Work Unit 206 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowner /tenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner /tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 5 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window /door installations 7 Instal! retrofit windows in accordance with AAMA Specifications S Seal and Ulm windows in accordance with Installation Mastersmm Certification Requirements 9 Interior moldings will be matched to existing as close as possible... H no Interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1' X 2' rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Sikaflex® (721) Silane - Terminated Polymers 16 Clean windows and remove all slickers 17 Clean area and dispose of all refuse Three Windows & Two Patio Doors Total Unit Cost = $17,676 548 W. Katello Avenue ='Oronge, Colifornia 92867 Toll Free: 888.565.0008 o Fox. 714.997.1035 www.Ameri(onVsionW!ndouis.com eracan Msion x'111 W I N D® W S p I n ba 1 See the Difference Villa Balboa Scope of Work Unit 207 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowner/tenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeownerltenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 6 Remove glass & sash, and dispose of properly 8 Prep work surfaces for new windowidoor Installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation MastersT Certification Requirements 9 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door instaltaton (the complete frame will be removed, the moisture barrier vAl be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coal of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, comer bead applied, texture match as close as possible) 14 Al interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Sikaflex0 (72 1) Silane - Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Six Windows & One Patio Door Total Unit Cost = $12,777 548 W. Kotello Averrue a "Oronge. Colifomio 92867 doll Free: 888.565.0008 '.'• Fox. 714.997.1035 www,AmericonVsionWindou 5.com American Vision 1.114WINDOWS. 9 See the Difference Villa Balboa Scope of Work Unit 302 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeownerttenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner /tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 3 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window /door installations 7 Install retrofit windows in accordance with AAMA Specifications 6 Seal and trim windows in accordance with Installation MsstersT Certification Requirements 9 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Doors) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1 "X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead applied, texture match as close as possible) 14 All Interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Sikaflex® (721) Silone - Terminated Polymers 16 Clean windows and remove ail stickers 17 Clean area and dispose of all refuse Two Windows & Three Patio Doors Total Unit Cost = $19,574 548 W. Katella Fivenue 00ronge, California 92867 (. Toll Free: 888.565.0008 419 Fox. 714.997.1035 www,RmericonVi5ionWindows.corn Hrac ®n Vision 1 "IWINDOWS, Inc. See the Difference Villa Balboa Scope of Work Unit 303 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowner /tenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner /tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 6 Remove glass & sash, and dispose of property 6 Prep work surfaces for new window/door Installations 7 Install retrofit windows In accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation Masters 7m Certification Requirements 9 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. Al moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door Installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 15 Seal & Bond exteriorwith Sikaflex® (721) Sllane - Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Two Windows & Two Patio Doors Total Unit Cost = $16,517" Not including sloped windows 548 W. Kotello FIvenue e'Oraryge, Colifornio 92867 roll Free: 888.565.0008 Fox. 714.997.1035 www.AmericanV!sionLUindows.com rimester Vision "'WINDOWS. Inc, See the Difference Four Windows & Two Patio Doors Total Unit Cost= $25,218 548 W. Kotella Avenue C'i Oronge, Colifornio 92867 Toll Free: 888.565.0008 ' Fox. '714.997.1035 www. RmericanUs ionU.f indours. com Villa Balboa Scope of Work Unit 304 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeownerltenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner /tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 6 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new window/door Installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation MastersTM Certification Requirements • 9 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will to present options the homeowner for style approval. All moldings will be paint ready 10 Patio Doors) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, comer bead applied, texture match as close as possible) 14 All Interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Sikaflex® (721) Sitars - Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Four Windows & Two Patio Doors Total Unit Cost= $25,218 548 W. Kotella Avenue C'i Oronge, Colifornio 92867 Toll Free: 888.565.0008 ' Fox. '714.997.1035 www. RmericanUs ionU.f indours. com American Vision 4®°NMRM 'MWINDOWS, Inc. See the Difference Villa Balboa Scope of Work Unit 305 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowneritenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeowner /tenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 6 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new windowidoor installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with installation Mastersm Cerliflcation Requirements 8 Interior moldings will be matched to existing as close as possible... If no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 18 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 16 Seal & Bond exterior with Slkaflex® (72 1) Silane - Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Two Windows & Three Patio Doors Total Unit Cost = $19,674 548 W. Hatello Ovenue a Oronge, California 92867 Toil Free: 888.565.0008 LA Fox. 714.997.1035 u nuw- AmericonVisionUJindows.Com �mracan Vision L.1'11WINDOWS. Inc. See the Difference Villa Balboa Scope of Work Unit 306 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowneritenant to confirm measurements and discuss scope of work 2 Order all material for project 3 Confirm installation date with homeownerttenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 6 Remove glass & sash, and dispose of properly 6 Prep work surfaces for new windowidoor installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation MastersrM Certification Requirements 9 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, comer bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 16 Seal & Bond exterior with SlkaflexO (721) Silane - Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Three Windows & Two Patio Doors Total Unit Cost = $17,676 548 W. Katella Avenue 00ronge. California 92867 16 Toll Free: 888.565.0008 6"- Fox. 714.997.1035 www.AmericonVisionWindouis.com American Vision L'%WINDOWS, Inc. See the Difference Villa Balboa Scope of Work Unit 307 Sound Control Windows & Sliding Glass Doors 1 Schedule measure with homeowner /tenant to confirm measurements and discuss scrape of work 2 Order all material for project 3 Confirm installation date with homeownerltenant 4 Cover and protect personal property adjacent to work areas with plastic & drop clothes 5 Remove glass & sash, and dispose of property 6 Prop work surfaces for new window /door installations 7 Install retrofit windows in accordance with AAMA Specifications 8 Seal and trim windows in accordance with Installation MastersT" Certification Requirements 8 Interior moldings will be matched to existing as close as possible... if no interior moldings are present, we will present options to the homeowner for style approval. All moldings will be paint ready 10 Patio Door(s) will be complete replacement 11 Repair or replace as necessary any loose or damaged 1" X 2" rough sawn trim around windows Exterior Patio door installation (the complete frame will be removed, the moisture barrier will be 12 reestablished, and the stucco repair around the door will be applied as follows: (1) scratch coat of cement (2) brown coat of cement (3) texture match stucco 13 Interior Patio door installation (drywall will be repaired, corner bead applied, texture match as close as possible) 14 All interior and exterior repairs will be left paint ready 15 Seal & Bond exterior with Sikaflex0 (721) Silane -Terminated Polymers 16 Clean windows and remove all stickers 17 Clean area and dispose of all refuse Two Windows & Three Patio Doors Total Unit Cost = $19,574 548 W. Katello Avenue 0Orange. California 92867 ( Toll Free: 888.565.0008 0? Fox. 714.997.1035 www.AmericonVisionWindows.com 2 N O O .-f pJ 4 LL iy L'+ 0) a r O O ..f 07 O O N O N ri MILGARD MANUFACTURING, INC. R@A07U;. DEPT -6034 PHONE 951- 296 -1400 e:-.LOS.' ARM-LES., CA 90084 -6034 PAZ 951- 296 -1414 QUOTE 1050583 00 9 � 986622 ON .:'� � :, DESCRIPTION gm Ol0A�83 ASDRIONALOPT*NS �MSRkCAN qIS Oft WINDOWS ..'AMERICAN VISION WINDOWS $HPDATE �, 212, rA ,NORSH:MADERA BD: 548.W.RATELLA f<! *1�ILLIN<it�LY x *xx.': ORANGE, CA 92867 OLB70MERPA. QUIETLINE FSIHIYVALLEY ?c * *CCAi93065 VALUE OBDEROATt 1/16/09 1 2 MARRON MONICA . .. Phme: 1 -714- 997 -1025 OUHSDESMES KATHY KATHYSTEIERT :Fax A: 714 997 -1035 ConLairt Ord . Del: 30ON ORANGE COUNTY - NORTH .:GENE CrniCAet Shp ':i� ° STC: 41 097E 1/20/09 TAKE 10:04:33 PAGE 1 QUOTE 1050583 -00 STC: 41 S.27 ON .:'� � :, DESCRIPTION gm Ol0A�83 ASDRIONALOPT*NS UST NEI VALUE FeCNR 1 2 41050 7120 VI SIC SLIDER WH U2 /C2 7120 STC DOUBLE BYPASS SLIDER .23 STC: 41 [SC .27 U2C2 1/8 SUNCOAT /l /B CLR ANN/ .51 C2NG 1/8 CLR ANN /Z -BAR FIN _ 2 _ _ _ _ 2650 _ _ _ _ _ _ _ _ _ _ _ _ _ 7220 VI STC DOUBLE HUNG _ NH _ _ U2 /C2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7220 STC DEL BYPASS DEL HUNG - _ U.23 _ - - _ _ _ STC: 41 9.27 U2C2 1/8 SUNCOAT /I /8 CLR ANN/ V.51 C2NG 1/8 CLR ANN/ HORIZONTAL SET 030.0000/Z -BAR FIN 3 4050 7220 VI STC DOUBLE HUNG WE U2 /C2 - 7220 STC DEL BYPASS DEL HUNG Y U.23 STC: 41 S.27 92C2 1/8 SUNCOAT /l /S CLR ANN/ V.51 C2NG 1/8 CLR ANN/ HORIZONTAL SET 030.0000/Z -BAR FIN 9 6D68 5621 VI SD CLSC ZBAR WE 2U /LM SLIDING GLASS DOOR ASSEMBLED _ Y 32 3`] (^ ("•r'[�,fXJOQ sxc: 2ULM SUNCOAT TMP 1/8/ 7/32 0/ .25 .45 UPGRADED SCREEN --/I fW_ - 5 - - - - 8068 - - - - - - - - - - - - 5621 VI SO CLSC THAR NH - - 20 /LM - - - - - - - - - _ _H - _ _ _ SLIDING GLASS DOOR ASSEMBLED Y 3 2 STC: 35 .25 2ULM SUNCOAT TNP 1/9/ 7/3 2 LM /ZO/ .45 UPGRADED SCREEN _ _ 707ALS[kFT- _ _ - _ _ - _ - ate _ _ _ _ _ _ _ _ _ _ _ SUBA - 7019L- _ _ 6 2 bU4U 7120 VI STC DEL BYPASS CTR ME U2/c2 STC DBL BYPASS SL Y U. STC: 41 S.27 N H m N x ai LT. N O O N W 6 - d ^c i 6 E7 O V monsolmigm NILGARD MANUFACTURING, INC. OTY ZE OESCRIPNON WA REMITT0: DEPT. 6034 PHONE 951 -296 -1400 TSCRR F-'- LIST iDLNR LOS ANGELES,CA 90094 -6034 FAX 951 - 296 -1414 1 QUOTE 1050583 00 an 1 086622 986622 BuAMMMCAN VISION WINDOWS A �P AMERICAN VISION VIINDOWS SWPDATE U2C2 1/8 SUNCOAT /1/9 CLR ANN/ LUTE 1120/09 . . 2125 -A NORTH MADERA RD 548 M EATELLA TIME 10:04:33 * ** BILLING ONLY * * ** ORANGE CA 92867 CUS70MERPA. QUZETLINE FACE 2 SIMI VALLEY * *CCA 93065 OROERDATE 1/16/09, WSMSALES MONICA MARRON Phoae: 1- 714 - 997 -1025 OUTsDESALES KATHY STEIERT gOOTE 1050583 -00 _ _ _ _ _ _ _ - _ - - 7320 VI SIC PW Fax 4: 714 997 -1035 - U2 /C2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7320 SIC PICTURE WINDOW N _ _ u.22 Contact Ord: GENE Del: 30ON ORANGE COUNTY - NORTE Contact Shp: STC: 40 S.32 U5IONERSKMTURE' UK OTY ZE OESCRIPNON WA GLASS AOORIONALOPBWS TSCRR VeUIE LIST iDLNR NGT FV0 an U2C2 1/8 SUNCOAT /1/9 CLR ANN/ V.51 C2NG 1/8 CLR ANN /VERTICAL SET 018.0000 Z -BAR FIN 7 4 4660 _ _ _ _ _ _ _ - _ - - 7320 VI SIC PW WH - U2 /C2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7320 SIC PICTURE WINDOW N _ _ u.22 _ _ _ _ _ _ _ _ _ _ - STC: 40 S.32 U2C2 1/8 SUNCOAT /1/8 CLR ANN/ V.60 C2NG 1/8 CLR ANN /Z -BAR FIN 8 2050 7320 VI SIC PW WE UZ /C2 7320 SIC PICTURE WINDOW N U.22 SIC: 40 9.32 U2C2 1/8 SUNCOAT /1/8 CLR ANN/ V.60 C2NG 1/8 CLR ANN /Z -BAR FIN ANY UNIT OVER 40 SQFT SHIPS OPEN;FLD Z Y OTHERS *MUST SUPPLY COMPLETED JOBSITE FORM LIV YI* *EMAIL!* YOUR ISS REP AT TEMISSSD @MIL .COM (SAN _ DIEGO), TEMISSIE@MILGARD.COM (INLAND E) ca TRM1590C @NZLGARD.COM (ORANGE COUNTY). H Y t THIS QUOTE /ACKNOWLEDGEMENT IS SUBJECT O HE DEALER TERNS AND CONDITIONS OF SALE, 8 FROM TIME TO TIME, WHICH ARE INC HEREIN BY REFERENCE AND ARE AVAILABLE AT WHW.MILGARD.COM/DEALER- TERMS, OR BY R TIN A COPY FROM US AT 253- 926 -4671 ii ..d.'�AVe ago: D- Factor= .26(1579 Sqf ); S(SH )s .27; V(VLT)- .50 NOTE: Weighted a t e excludes la cial . 8US!ML eALES'W( TOTAL WINDON QTY: 5 U5IONERSKMTURE' MESTRE GREVE ASSOCIATES Memorandum Date: February 9, 2009 To: Cary Brooks, Hoag Hospital From: Fred Greve Subject: Hoag Hospital Compliance With Mitigation Measure PDF 34-1 Mitigation Measure PDF 3.41 was imposed upon Hoag Hospital as pan of the City of Newport Beach's approval of the Master Plan Update. The measure requires window and glass door upgrades for twelve condominium units at 260 Cagney Lane. The mitigation measure is attached to this memo. The window and door upgrades are required to have an acoustical rating of Sound Transmission Class (STC) 37 or greater. We have reviewed the bid provided by American Vision Windows, Inc. A copy of the bid is attached. The windows are all manufactured by Milgard and are the "Quietline" series with either a STC rating of 40 or 41 depending on the window location. These windows will clearly exceed the requirements in the mitigation measure. There are two kitchen windows that are garden windows; they extend out from the building face. A sound rated window is not available for this style of window and replacement would likely require modifications to the kitchen counter and surrounding wall. Therefore, we think it is reasonable not to require that these two windows be replaced. The project has sliding glass doors; some are 8 feet wide and some are 6 feet wide. Hoag Hospital will use the Fleetwood Aluminum Norwood 3000 Series for the 6 foot wide doors, and this door has an STC rating of 37. These doors will meet the requirements of the mitigation measure. Fleetwood does not make a comparable door in the 8 foot wide size, and therefore, American Vision Windows is proposing to use the "most sound efficient package" that Milgard makes. We are not aware of any sliding glass doors that come in an 8 foot width and a rating as high as STC 37. Six doors are 8 feet wide. They are proposing to use the Milgard Classic sliding door which contains 27812 EL I.Azo ROAD, LAGUNA NIGUEL, CA 92677 VoIcE:949.349.0671 FAX: 949.349.0679 double panes and has an STC of 35. The residents would not be able to audibly tell the difference between a STC 35 and STC 37 door. In summary, the window and door upgrade program that Hoag Hospital is proposing will satisfy the spirit of Mitigation Measure PDF 3A -1. The exceptions to the measure include two windows and six doors. The exceptions are necessary since no reasonable and feasible options exist for their replacement. • 0 • \J Hoag Memonal Hospttal Prasbyteden Master Plan Update Pm/ad Mitigalbn Monitoring and Reporting Program Hoag Hospital Project: Within six months following approval of the Master Plan Beach and the expiration of any appeals, statute of challenging any of the Project approvals, the Applicant Update Project by the City of Newport limitations or referendum periods for shall offer a window /sliding glass door 139m'T - empered glass with a frame. The top of the extensions shah extend approximately 5 to 6 feet above the balcony deck. Where windows and/or sliding glass doors would be located behind a balcony barrier, the Applicant would not be required to provide window and /or sliding glass door upgrades. Other windows /slidin las condominium units would be upgraded with dual an ill 0 o�f rades would be sub �4 { }$ a approva of the Homeowners )h: The Applicant shall be responsible for the implementation of the noted upgrades pursuant to the following provisions and guidelines: (i) In order to participate in the program and receive new balcony barrier extensions and/or windows/sliders, each Owner must provide written notice to the Applicant within 45 days following receipt of the proposed program from Applicant, that the Owner wants to participate in the program; (ii) failure to respond within such time period shall mean the Owner desires not to participate; . (Ili) the replacement balcony barrier extensions /windows /sliders shall be installed by a third -party contractor as part of one overall program pursuant to a contract between the Villa Balboa Homeowners Association (Association) and such third -party contractor selected by the Association; (iv) the Association shall provide the Applicant with a written estimate from the contractor stating that the total cost of the replacement program and obtain Applicant's written approval of such work prior to executing a contract with the contractor, (v) the total cost of the balco„r carrier extensions and window /slider replacement, and related patch -up work to be reimbursed by the Applicant to the Association for all Owners shall not exceed the total cost identified in a Bid Estimate approved by the City prepared by a qualified and licensed contractor plus reasonable administrative costs to manage the contract and construction effort; and (vi) provided the Applicant receives the reimbursement request from the Association within 60 days following completion of the work, the Applicant shall reimburse the Association for the cost of the work within 30 days of the Applicant's receipt of a final receipt, bill or invoice from the Association evidencing that the balcony barrier extensions, and window /slider replacement wolf: was completed pursuant to the approved estimate. Standard for Compliance: Hoag to provide copies of all documentation between Hoag and affected properly owners; installation of balcony barrier extensions, wall Insulation, and window and/or slider upgrades to participating property owners. Method of Verification: Documentation of correspondence; field inspection. Timing of Verification: Prior to issuance of building permits; installation within 6 months of approval of the Master Plan Update Project. Responsible Party(ios): Applicant; Planning Director or designated representative. . Wl,20m -0)3VAMRFIMMgP-0ImOQex MESTRE GREVE ASSOCIATES Memorandum Date: February 26.2009 To: Cary Brooks, Hoag Hospital Fran: Fred Greve Subject: Hoag Hospital Compliance With Mitigation Measure PDF 3.4 -1 Mitigation Measure PDF 3.4-1 was imposed upon Hoag Hospital as pan of the City of Newport Beach's approval of the Master Plan Update. The measure requires window and glass door upgrades for twelve condominium units at 260 Cagney Lane. The window and door upgrades are required to have an acoustical rating of Sound Transmission Class (STC) 37 or greater. We have reviewed the latest bid supplement (received February 20, 2009) provided by American Vision Windows, Inc. The bid does not address the window and patio door acoustical ratings. The acoustical ratings were provided earlier and are addressed in our memo dated February 9, 2009. This bid updates the cost and provides an outline of how the windows and doors will be installed. The existing window sills will not be removed and the new window frame will be installed within the existing sill. This preserves the moisture barrier, and it is our understanding that this is the preferred method of window retrofit installation. The complete door assembly will need to be removed, and as identified in the bid, the moisture barrier will need to be reestablished and the stucco will need to be filled in around the new door frame. 27812 EL LAZO ROAD, LAGUNA NIGUEL, CA 92677 VOICE: 949.349.0671 FAX: 949.349.0679 ATTACHMENT 9 0 CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH, CA (949) 644 -3275 PLAN CHECK CORRECTIONS Project Description: SOUND WALL AND SITE WORK Project Address: 1 HOAG DR Plan Check No.: 00542009 Date Filed: 01/14/09 No. Stories: Use: FENCE Occupancy: U Const. Type: VB Arohltect/Engineer: HALLADAY MIMACK Phone: 951 - 278 -9700 Owner: HOAG HOSPITAL Phone: Submitted Valuation: $1,043,091 Checked by S. KUSIK Phone: (949) 644 -3285 Permit Valuation: X❑ 1" Check 01/18/09 ❑ 2ntl Check ❑ P Check' ❑ 4"' Check - "NOTE: Do not resubmit. Call plan check engineer for in- person recheck. WARNING: PLAN CHECK EXPIRES 180 DAYS AFTER SUBMITTAL. THIS PLAN CHECK EXPIRES ON Approval of plans and specifications does not permit violation of any section of the Building Code or other City ordinances or State law. This plan check is according to 2007 California Building Code. • Make all corrections listed below. • Return this correction sheet and check prints with corrected plans. • Indicate how each correction was resolved. • DO NOT resubmit after the third check. Call plan check engineer and schedule in- person recheck. GENERAL CORRECTIONS: 1. Identify the 'Design Professional in Responsible Charge' for the project. The registered design professional in responsible charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deferred submittal items, for compatibility with the design of the building. 2. Provide a site survey, stamped and signed by a State Licensed Land Surveyor or authorized Civil Engineer (License Number below 33,966). 3. Provide relative elevations at the following locations on the survey: a. All property comers. b. Around existing structure(s) at comers, including comers at jogs of exterior walls. SharedlConvciion LisrslGrading 2007.doc 9117108 11 SharecilConeafon LisrsVGrading 2007.doc 9117ro8 c. At bottom of all site walls. Indicate wall height. d. At bottom of elevated planters. Indicate planter height. e. At maximum spacing of 25' along the length and width of the property on all sides of an existing structure. f. Elevation contours for sloping sites every one foot elevation change. 4. All plan sheets shall be wet signed and stamped by the appropriate design professional. Signature stamps, photocopies, initials or electronic signatures are not sufficient. 5. Provide two wet signed copies of the soils report. Signature stamps, photocopies, initials or electronic signatures are not sufficient. 6. The soils engineer to review and approve the grading plan, and foundation plan to verify, that the design is consistent with the geotechnical report recommendations. Soils engineer to stamp these plans with an approval stamp. 7. Provide the correct and complete street address for the site on all plan sheets. 8. Show name, address, telephone number, and name of individual signing the plans for each design consultant, including the structural engineer, regardless of contracts with the property owner. 9. Include all plan sheets on the sheet index, regardless of the contracts with the property owner. 10. Provide a separate permit application for the offsite grading work on the Versailles site. Where grading is proposed on adjacent property not owned by the permittee, a separate permit Is required for that portion under the adjacent address. 11. Summarize the grading work for each site. Specify volume of over excavation, cut and fill in cubic yards for each site. 12. Soils report shall present site specific seismic coefficients, based on the latitude and longitude of the wall location to four decimal places, with supporting documentation. 13. Revise the structural design calculations to utilize the site specific seismic coefficients. 14. List the complete soils report conclusions and recommendations on a plan sheet, within the plan set, in addition to the soils report. 15. List all special andfor continuous inspections on the cover sheet of the plans, in addition to the structural sheets. 16. Fully dimension the wall on the site plans. 17. Detectable warnings shall be installed along the entire ramp slope where a level landing is not provided prior to entering a vehicle hazard area. Revise the plans to show compliance. 18. Detail 5/C3.00: Clarify the area of the level landing and zero curb at the sidewalk intersection. 19. Identify the detectable warnings manufacturer, product and installation method on the plans. 20. Include a copy of the manufacturer product warranty for the detectable warnings. 21. Write a note on drawings, `Contractor to provide a detectable warning product sample to the Building Inspector for approval of color contrast with finish surface." 22. Include the City standard plan details as a part of the plans. 23. Clarify items 16 & 17 on sheet C5.00, what is the source of the air vents and blow -off. 24. Revise the wind design to account for exposure C, as the site is less than 2500 ft from the ocean. 25. Additional corrections may apply following review of the review seismic and wind analysis. 26. Comply with all handwritten corrections on the plans in addition to the above corrections. 11 SharecilConeafon LisrsVGrading 2007.doc 9117ro8 Riles, Andrea Subject: 0054 -2009 Hoag Sound Wall Start Date: Monday, February 02, 2009 Due Date: Friday, February 06, 2009 Status: Not Started Percent Complete: 0% Total Work: 0 hours Actual Work: 0 hours Owner. Riles, Andrea David Keely Protect Sunset View Park from any damages. Repair /replace per City direction /standards. — R. Kearns, D. Sererm, K. Pekar Sheet 03.00: Where are the plans for reconfiguring the catch basin? Any new grates to be galvanized. —T. Miller Re- lining storm drain line that runs under the length of soundwall? Building wall over storm drain main line. — J. Auger Sheet L: 3.01: Trees to be planted 10' from SD line. Auger— I agree. Check with John Conway on planting the correct trees. Stay away from root issues /storm drains. New Issues with all trees. Recommend alternates — D. SerenD Green Gen Laurel Fit, California Sycamore, and Fern Pine are root invasive specimens. Advise to. plant a minimum of 30' from any utilities or hardscape. Add linear root barriers when planting site in close proximity to utilities or hardscape. Ficus are prone to insect damage (thrips) in this climate zone and require seasonal treatment. Both (all 3) species may also impede any existing view plane once the specimens reach maturity. They will also require annual pruning, if used. 02/06/09 E • CITY OF NEWPORT BEACH PUBLIC WORK DEPARTMENT February 2, 2009 FROM: David Keely Senior Civil Engineer (949) 644 -3349 SUBJECT: PLAN CHECK CORRECTIONS FOR 1 HOAG DRIVE (PLAN CHECK NO. 00542009) HOAG HOSPITAL UPPER CAMPUS SOUND WALL Note: To expedite the re -check process, the Applicant needs to return this Correction Sheet and responds to the below corrections either hereon or through an attachment. Corrections: Document the proposed improvements planned for the existing City's Storm Drain. Applicant has agreed to line the existing storm drain. 2. Existing cross across the truck loading area is to be removed with the proposed project. Some of the plans call for the crosswalk to be protected in place. Please clarify plans. 3. The new catch basin structure appears to be located over an existing 3" gas line. Will the gas line be relocated? Show how the new catch basin is connecting to the existing storm drain. 4. Proposed improvements shall be and clear while existing improvements shall be faded and in the background. Clean up the plan set to clearly show the proposed improvements. 5. Show a detail section of the portion of the Sound Wall over the City water line. Provide information on the vertical and horizontal clearances. 6. Show the proposed improvements to the existing City Storm drain, i.e. lining the storm drain. 7. Structural calculation shall be submitted with the plan set showing that the load of the sound wall and construction of the sound wall will not impact the existing City storm drain and existing City water line. 8. Show a detail of the new junction structure and the connection to the City Storm Drain. 0 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT 3300 NEWPORT BOULEVARD P.O. BOX 1768 NEWPORT BEACH, CA 92658 -8915 (949) 644 -3011 PLAN CHECK CORRECTION LIST Date 1/26109 Plan Check No. 0054 -2009 Project Address West Hoag Project Description Hoag — Upper Campus Sound Wall Reviewed By Kathryne Ceballos Junior Civil Engineer (949) 644 -3014 NOTE: Below are corrections made by the Utilities Department (Water, Wastewater & Electrical Divisions). Please incorporate these corrections into the applicants overall plan check corrections list. 1.) Sheet C6.00 — Please provide a section detail where sound wall crosses over water line with clearances clearly stated. Include "bridge" between caissons that will prevent any load to transfer to the 24" water main. 3/12/2009 Plan Check Status, Corrections & Hist... ir- - 7perijii fc., i. Plan Check Submittal Information Plan Check Number Status Description Street No. Street Name Applied Approved Expired Plan Check Target Date Plan Checked By 0054 -2009 APPLIED INSTL MASONRY SOUND WALL 23' HI (MAX) x SOU LF 1 HOAG DR Street Dir 1/14/2009 7/13/2009 2/12/2009 SK Click here to view Plan Check Corrections Plan Check History DATE DEPA RTMENr ACTION ENTERED BY 02/26/2009 BUILDING PLANS PICKED UP INS 02/06/2009 GENERAL SERVICES CORRECTIONS REQUIRED ARM ES 02/03/2009 PUBLIC WORKS CORRECTIONS REQUIRED DK 02/0212009 GENERAL SERVICES PLAN CHECK PENDING ARILES 01/2612009 UTILITIES DEPT CORRECTIO NS REQUIRED KCEBALLOS 01/2112009 BUILDING CORRECTIONS REQUIRED SK 01/21/2009 ELEC /MECH /PLUM APPROVED DM 01/1612009 UTILITIES DEPT PLAN CHECK PENDING KCEBALLOS 01/16/2009 GENERAL SERVICES PLAN CHECK PENDING ARILES 01/15/2009 FIRE APPROVED KF The above plan review status reflects the last 10 activities of the relevant department when entered in the system. City of Newport Beach - 3300 Newport Blvd - Newport Beach - California - 92663 - 949.644.3309 .. .newport- beach.ca.us /.../V300pICk i... 1/1 L] s;1_i AGREEMENT BETWEEN THE CITY OF NEWPORT BEACH AND HOAG MEMORIAL HOSPITAL PRESBYTERIAN FOR HOAG HOSPITAL SOUND WALL This Sound Wall Agreement ("Agreement's is entered into on 2009 by and between the City of Newport Beach, a charter city and a municipal corporation ( "City"), and Hoag Memorial Hospital Presbyterian, a California non -profit corporation ( "Hoag "). The City and Hoag are sometimes referred to in this Agreement separately as the "Party" and collectively as the "Parties." RECITALS A. On May 13, 2008, the City Council for the City approved the Hoag Master Plan update land use permit applications, including General Plan Amendment No. 2007 -005, Planned Community Development Plan Amendment No. 2007- 001, Development Agreement Amendment No. 2007 -001, and Certification of Supplemental Environmental Impact Report No. 142 ( "Hoag Master Plan Update "). B. Mitigation Measure PDF 3.4 -2 of the Hoag Master Plan Update obligates Hoag to construct and install a sound attenuation noise wall ( "Sound Wall ") along West Hoag Drive separating a portion of the Hoag property from a portion of the adjacent Villa Balboa condominium property ("Villa Balboa "). C. The City owns a reinforced concrete pipe storm drain facility ("Storm Drain') located in an area which ranges from approximately 16 to 21 feet below the grade where a portion of the Sound Wall will be constructed. The City also owns a 24 inch water line ( "Water Line ") that crosses perpendicularly where a portion of the Sound Wall will be constructed. Attached hereto as Exhibit A, which is incorporated herein by this reference, is a depiction of the approximate location of the Sound Wall which is to be constructed, the Storm Drain, the Water Line, and other existing utilities in and around the area where the Sound Wall is to be constructed. D. City and Hoag propose to set forth in this Agreement the rights, duties and obligations between the Parties relating to installation of the Sound Wall and the replacement, repair and maintenance of the Storm Drain. AGREEMENT Based on the foregoing recitals and for good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Parties hereby agree as follows: Incorporated Recitals. City and Hoag accept the above recitals as true and correct and incorporate them herein as if they were fully restated in the Agreement. 3127/08 10W1.34 H&O: 1185523 W DRAFT 2. Sound Wall Plans. Prior to construction of the Sound Wall, Hoag shall provide to City a complete set of plans for the Sound Wall (the "Sound Wall Plans "), which shall include all of the following, and such other information as the City may reasonably request: (a) The precise location of the Strom Drain and Water Line facilities in relation to the intended location of the Sound Wall, including maintenance access located along West Hoag Drive; (b) The structural elements /steel post footing caissons for the Sound Wall; (c) Full -size, double -door vault access panels to the Storm Drain for the manhole located under where a portion of the Sound Wall will be constructed 56 feet from the north end of the Sound Wall (the "North Manhole "); (d) Structural elements /steel post footing caissons for the Sound Wall on each side of the Water Line (the "Water Line Intersection ") to be located at least 3 feet from the edge of the Water Line to the edge of the adjacent caisson on each side of the Water Line, with the caissons adjacent to the Water Line to extend underground at least 11 feet such that any excavation of the Water Line under the Sound Wall will not impact the stability of the caissons. In addition, the Sound Wall foundation, or grade beam, over the Water Line shall bridge between the caissons and be capable of supporting the Sound Wall to permit any necessary excavation, repair or replacement of the Water Line under the Sound Wall. 3. Provision of Sound Wall Materials. Protocol and Access Information. Prior to the City's approval of the Sound Wall Plans, Hoag will provide to the City cut sheet samples of the Sound Wall construction materials along with the design standards and protocol for access to the Storm Drain as might be required from time to time for replacement, repair, removal or maintenance services. 4. Acaroval of Sound Wall Plans By City. The Sound Wall Plans submitted by Hoag are subject to review and approval by the City, in its sole discretion. 5. Construction In Accordance With Plans. Hoag shall construct the Sound Wall at its sole cost and expense in accordance with the Sound Wall Plans following the City's review and approval. Any proposed changes to the Sound Wall that varies from the Sound Wall Plans approved by the City, shall be approved in writing in advance by the City, and shall be shown on the "As Built" plans. "As Built" plans shall be provided to the City by Hoag upon completion of the Sound Wall construction. 6. Provision. Installation and Maintenance of Plastic Liner. Hoag shall be responsible for and pay all costs and expenses associated with obtaining, (, installing, maintaining, repairing, and replacing if and when necessary, a non- structural plastic liner designed and manufactured for the purpose of providing a 3127= 10001.94 H&O'. 865623 v4 2 protective lining in the interior of the Storm Drain (the "Plastic Liner"). The designer and manufacturer of the Plastic Liner as well as the material used for the Plastic Liner shall be subject to the prior written approval of the City and the City shall exercise reasonable discretion in determining whether the Plastic Liner proposed by Hoag is sufficient. Hoag shall be responsible for providing the City with cut sheets or samples of the Plastic Liner material proposed to be used in the Storm Drain prior to the City's approval. The Plastic Liner shall be installed in the interior of the Storm Drain from the North Manhole, and continuing approximately 303 feet south along the Storm Drain to the next manhole accessing the Storm Drain located on or near the property line between Hoag and Villa Balboa (the "South Manhole'). Hoag shall install the Plastic Liner within six (6) months of completion of the construction of the Sound Wall. 7. Storm Drain Video. Within three (3) months after completion of the Sound Wall construction and installation of the Plastic Liner described in paragraph 6, Hoag, at its sole cost and expense, shall send a robotic video camera through the Storm Drain for the length of the Sound Wall located above the Storm Drain ("Storm Drain Video "). Hoag shall provide a copy of the Storm Drain Video to the City. Thereafter, upon any significant seismic activity as determined by the City in consultation with Hoag, Hoag shall conduct, at its sole cost and expense, a subsequent Storm Drain Video and provide a copy of the subsequent Storm Drain Video no later than one month after the seismic event. In addition, Hoag shall conduct, at its sole cost and expense, subsequent Storm Drain Videos substantially as described above upon the City's written request, which request i0 may be made not more than once every five (5) years, and provide City with a copy of such video. 8. Hoaa to Pay Costs Related to Sound Wall Removal. Hoag shall be responsible for and pay all costs and expenses associated with the removal, restoration and replacement of any and all portion(s) of the Sound Wall or any of the panels of the Sound Wall to the extent that such removal is necessary, as determined by the City in coordination with .Hoag, for the City to replace, repair, remove, or maintain any portion of the Storm Drain (herein, "Storm Drain Maintenance ") or Water Line (herein, "Water Line Maintenance"). Upon completion of Storm Drain Maintenance or Water Line Maintenance, Hoag shall restore and replace any affected portions or panels of the Sound Wall, and all surface improvements, including landscaping and grading, to the same general condition as existed prior to each event of Storm Drain Maintenance or Water Line Maintenance. Except in an emergency, as determined in the sole discretion of the City, the City shall coordinate with Hoag regarding the timing for the removal, restoration and replacement of any portions) of the Sound Wall or any panels of the Sound Wall. In an emergency, as determined by the City in its sole discretion, the City shall have the right to remove the Sound Wall or any portions thereof. 3m109 10001.34 HBO: MOM v4 3 F 1J 1 9. Hoaa to Pay Costs Connected With Sound Wall and Storm Drain. (a) To the extent that the Sound Wall causes any interference with the operation or damage to the Storm Drain or Water Line, Hoag shall be liable for all costs, expenses and damages arising from such interference or damage; (b) To the extent the Sound Wall causes any Delay to the City in accessing the Storm Drain or Water Line, Hoag shall be liable for all costs, expenses and damages arising from such Delay. For purposes of this Agreement, the term "Delay" shall mean the amount of time that it takes the City to access the Storm Drain or Water Line that is greater than the time the City would have spent if the Sound Wall did not exist; (c) The Parties hereto expressly agree that if the Sound Wall negatively impacts the Storm Drain or Water Line, Hoag will immediately take any and all action necessary and pay all costs and expense to fully mitigate the impact of the Sound Wall on the Storm Drain or Water Line including, but not limited to, the repair and replacement of the Storm Drain and /or Water Line. If any impact of the Sound Wall on the Storm Drain or Water Line cannot be fully mitigated, Hoag agrees to remove the Sound Wall; and • (d) Hoag shall be responsible for and pay all costs and expenses associated or connected with the Sound Wall or with the portion of the Storm Drain that runs the entire length of the Sound Wall, including any and all design and construction, maintenance, repair, removal, restoration, or any other related cost or expense for any reason as determined by the City in the City's sole discretion. 10. No Imoedina Access. Hoag shall be responsible for ensuring that landscaping around or near the Sound Wall shall not impede or in any way obstruct access to or the function of the Storm Drain or the Water Line. 11. Hoag to Grant Easement. Hoag shall execute and grant an easement in favor of the City, which is attached as Exhibit B. 12. City to Grant Access. It is understood and agreed unless Hoag is otherwise in breach of any of Hoag's material obligations under this Agreement, City shall grant Hoag a non - exclusive access right and /or license to the Storm Drain to the extent reasonably necessary for Hoag to fulfill its obligations as set forth in this Agreement. 13. Insurance. Hoag shall furnish City, and cause its primary contractor for the construction of the Sound Wall ( "Contractor") to fumish City, with original certificates of insurance and with original endorsements effecting coverage required by this Agreement. The certificates and endorsements for each ( insurance policy are to be signed by a person authorized by that insurer to bind 32M 10001.34 HBO:#65523v4 4 coverage on its behalf. All certificates and endorsements are to be received and approved by City before construction of the Sound Wall commences. City reserves the right to require complete, certified copies of all required insurance policies, at any time. Insurance is to be placed with insurers with a Best's rating of no less than A:VII and insurers must be a California Admitted Insurance Company. Hoag shall procure and maintain, and Hoag shall cause its Contractor to procure and maintain, for the duration of the Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in any way connected with the Sound Wall designed and constructed by Hoag, its agents, representatives, employees or subcontractors, as provided more specifically below. (a) Minimum Scone of Insurance Coverage shall be at least as broad as: (i) Insurance Services office Commercial General Liability coverage "occurrence" form number CG 0002 (Edition 11/85) or Insurance Services office form number GL 0002 (Edition 1173) covering Comprehensive General Liability and Insurance Services office form number GL 0404 covering Broad Form Comprehensive General Liability. (ii) Insurance Services office Business Auto Coverage form number CA 0002 0287 covering Automobile Liability, code 1 "any auto" and endorsement CA 0029 1288 Changes in Business Auto and Truckers Coverage forms - Insured Contract. (iii) Workers' Compensation insurance as required by the Labor Code of the State of California and Employers Liability insurance. (b) Minimum Limits of Insurance Coverage limits shall be no less than: (i) General Liability: $2,000,000.00 combined single limit per occurrence for bodily injury, personal injury and property damage. If Commercial Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. (ii) Automobile Liability: $1,000,000.00 combined single limit per accident for bodily injury and property damage. 3n7ro9 IM01.34 DRAFT (iii) Workers' Compensation and Employers Liability: Workers' compensation limits as required by the Labor Code of the State of California and Employers Liability. (c) Deductibles and Self- Insured Retentions Any deductibles or self - insured retentions must be declared to and approved by City. At the option of City, either: the insurer shall reduce or eliminate such deductibles or self- insured retentions as respects City, its officers, officials, employees and volunteers; or Hoag shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. (d) Other Insurance Provisions The policies are to contain, or be endorsed to contain, the following provisions: (1) General Liability and Automobile Liability Coverages 1) City, its officers, agents, officials, employees and volunteers are to be covered as additional insureds as respects: liability arising out of activities performed by or on behalf of Hoag, including the insured's general supervision of Hoag; products and completed operations of Hoag; premises owned, occupied or used by Hoag; or automobiles owned, leased, hired or borrowed by Hoag. The coverage shall contain no special limitations on the scope of protection afforded to City, its officers, agents, officials, employees or volunteers. 2) Hoag's and its Contractor's, insurance coverage shall be primary insurance and /or primary source of recovery as respects City, its officers, officials, agents, employees and volunteers. Any insurance or self- insurance maintained by City, its officers, officials, agents, employees and volunteers shall be excess of Hoag's, and its Contractor's, insurance and shall not contribute with it. 3) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to City, its officers, officials, agents, officials, employees and volunteers. 4) Hoag's insurance, and its Contractor's insurance, shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 3127109 10001.34 H &0:065523 W 6 DRAFT 5) The insurance afforded by the policy for contractual liability shall include liability assumed by Hoag under the indemniflication/hold harmless provision contained in this Agreement. (ii) Workers' Compensation and Employers Liability Coverage The insurer shall agree to waive all rights of subrogation against City, its officers, agents, officials, employees and volunteers for losses arising from work performed by Hoag or its Contractor in connection with this Agreement. (iii) All Coverages Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled, rescinded by either party, reduced in coverage or in limits except after thirty (30) calendar days' prior written notice by certified mail, return receipt requested, has been given to City. All of the executed documents referenced in this Agreement must be returned within ten (10) working days after the date on the "Notification of Award,° so that the City may review and approve all insurance and bonds documentation. 14. Indemnification and Responsibility for Damages or Iniurv. (a) To the fullest extent permitted by law, Hoag shall indemnify, defend and hold harmless City, its City Council, boards and commissions, officers, officials, agents, volunteers and employees (collectively, the "Indemnified Parties ") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys' fees, disbursements and court costs) of every kind and nature whatsoever (individually, a Claim; collectively, "Claims "), which may arise from or in any manner relate (directly or indirectly) to the Sound Wall; the failure of the Storm Drain or the Water Line to the extent that the failure is related in any way (directly or indirectly) to the Sound Wall; any Delay in accessing the Storm Drain or Water Line that is in any way related to the Sound Wall; the negligence, recklessness, or willful misconduct of Hoag or its principals, officers, agents, employees, vendors, suppliers, consultants, contractors, subcontractors, anyone employed . directly or indirectly by any of them or for whose acts they may be liable or any or all of them. (b) Notwithstanding the foregoing, nothing herein shall be construed to require Hoag to indemnify the indemnified Parties from any Claim arising . 3/27/09 10001.34 H&O:N65523v4 7 DRAFT from the sole negligence or willful misconduct of the Indemnified Parties. • Nothing in this indemnity shall be construed as authorizing any award of attorneys' fees in any action on or to enforce the terms of this Agreement. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Hoag. (c) The rights and obligations set forth in this section 13 shall survive the termination of this Agreement. 15. Notices. Any notice, request, demand, consent, approval or other communication required or permitted hereunder or by law shall be validly given or made only if in writing and delivered in person to an officer or duly authorized representative of the other Party or by United States mail, duly certified or registered (return receipt requested), postage prepaid, and addressed to the Party for whom intended, as follows: If to City: City of Newport Beach 3300 Newport Blvd. Newport Beach, CA 92663 Attention: City Manager Telephone No.: (949) 644 -3030 Facsimile No.: (949) 717 -6711 • with a copy to: City of Newport Beach 3300 Newport Blvd. P.O. Box 1768 Newport Beach, CA 92658 Attention: City Manager Telephone No.: (949) 644 -3000 Facsimile No.: (949) 644 -3020 If to Hoag: Hoag Memorial Hospital Presbyterian One Hoag Drive P.O. Box 6100 Newport Beach, CA 92658 Attention: Senior Vice President, Real Estate & Facilities Telephone No.: (949) 764 -7203 E -mail: sandy.smith @hoaghospital.org Any Party may from time to time, by written notice to the other as provided above, designate a different address which shall be substituted for that specified above. In the event that either Parry shall convey its property to another person, 3127/09 10001.34 H &0:1165523 v4 DRAFT such person shall notify the other Party of the proper notice address of such successor party and notices shall thereafter be sent thereto. If any notice or other document is sent by mail as aforesaid, the same shall be deemed served or delivered seventy -two (72) hours after mailing thereof as above specified. Notice by any other method shall be deemed served or delivered upon actual receipt at the address or fax number listed above (actual receipt of a facsimile to be evidenced by a transmission confirmation report, provided that the original notice and a copy of such report is sent to the noticed Party by mail within twenty-four (24) hours of transmission). 16. Waiver. A waiver by City or Hoag of any breach of any term, covenant, or condition contained herein shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant, or condition contained herein whether of the same or different character. 17. Integrated Contract. This Agreement represents the full and complete understanding of every kind or nature whatsoever between the Parties hereto and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions hereof. Any modification of this Agreement will be effective only by written execution signed by both City and Hoag. 18. Interpretation. The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of the Agreement or any other rule of construction which might otherwise apply. Headings of paragraphs in this Agreement are included for ease of reference only and shall not be used to help interpret the meaning of any of the terms or language used herein. 19. Amendments. This Agreement may be modified or amended only by a written document executed by both Hoag and City and approved as to form by the City Attorney. 20. Severability. The invalidity or enforceability of any provision of this Agreement with respect to a particular party or set of circumstances shall not in any way affect the validity and enforceability of any other provision hereof or the same provision when applied to another party or to a different set of circumstances. 21. Controllina Law and Venue. The laws of the State of California shall govem this Agreement and all matters relating to it and any action brought relating to this Agreement shall be adjudicated in a court of competent jurisdiction in the County of Orange. 22. Status of the Parties. This Agreement is not intended to create, and nothing herein contained shall be construed to create, an association, a trust, a joint venture, a partnership or other entity of any kind, or to constitute either Party as the agent, employee or partner of the other. I =7M +ooa.34 H&O: #65623 v4 9 ( • 4- 23. No Third Party Beneficiaries. This Agreement is not intended to benefit any other person or entity, or to create either directly or indirectly, any third party beneficiaries. 24. Preparation of This Agreement. This Agreement shall not be construed against the Party preparing it, but shall be construed as if both Parties prepared it. 25. Successors and Assigns: Covenants Running with the Land. All rights and obligations created by this Agreement shall be appurtenant to and shall run with the Hoag property and each part thereof and interest thereon, and shall be binding upon the Parties and their respective successors and assigns acquiring any right, title and interest in the Hoag property. 26. Signatories. The signatories executing this Agreement represent that they are authorized to enter into this Agreement on behalf of the Party for whom they sign. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the date first above written. APPROVED AS TO FORM: CITY OF NEWPORT BEACH, a charter municipal corporation By: By: Aaron C. Harp, Homer Bludau, City Manager Assistant City Attorney for the City of Newport Beach ATTEST: HOAG MEMORIAL HOSPITAL PRESBYTERIAN By: Leilani Brown, City Clerk MUM 10001.36 HW; 1165623 v4 By: Richard F. Afable, M.D., President and CEO 10 �m o� a Cone Bdaniniums, ° 260 Cagney Lane EXHIBIT A SOUND WALL LOCATION MAP NEW & VASCULAR BUILDING Vila Bal�ga Condom's = 280 Cagney lane EXHIBIT'A' 0 25 50 arz7r09 10001.34 H&O: #65M v4 A -1 161 :T 100 i RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: 0 City Clerk City of Newport Beach 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92659 -1768 EXHIBIT B THIS LINE FOR FORTM This Agreement is recorded at the request and for the benefit of the City of Newport Beach and is exempt from the payment of a recording fee pursuant to Government Code §§ 6103 and 27383. GRANT OF EASEMENT FOR ACCESS, STORM DRAIN AND WATER LINE PURPOSES HOAG MEMORIAL HOSPITAL PRESBYTERIAN ( "Grantor"), owner of certain real property situated in the City of Newport Beach, County of Orange, State of California, hereby grant(s) to the CITY OF NEWPORT BEACH ( "Grantee7, a municipal corporation, a non - exclusive easement for access, maintenance, repair and replacement of public storm drain water lines and utilities in, over, across and along said certain real property pursuant to the terms of the Sound Wall Agreement between Grantor and Grantee dated _ 1 2009. Said easement is described in Exhibit "A" and delineated on xhi it "B" attached hereto and made a part herby this reference. SUBJECT TO easements and rights of way of record or apparent. FURTHER, Grantor hereby grants to Grantee an easement for general access purposes over the existing public utilities easement recorded in Book 12701, page 104 of Official Records of Orange County. RESERVING UNTO GRANTOR, its successors and assigns, the right to use said land for any purpose, that will not in any way interfere with the use by Grantee of this easement, including but not limited to the right to construct, relocate, repair, maintain a sound attenuation noise wall and landscaping, in, on, over, across, under and along said land. Dated: '2009 3rrr109 iWDi.34 HOAG MEMORIAL HOSPITAL PRESBYTERIAN By: Richard F. Afable, M.D., President and CEO DRAFT EXHIBIT "A" E WAL DESCR MOO TRAP , OF PARCEL 1 OF THE DEED RECORDED FEBRUARY & 196 IN BOOK 1398. PAGE 20 OF OFFICIAL MUDS, IN THE CITY OF NEMPORT BEA01, COUNTY OF ORANGE. STATE OF CALIFORNIA, DESCRIBED AS F'O10RS BECIRWG AT THE INTERSECTION OF THE NESiEHLY LINE OF PARCEL 1 OF THE GIANT OF EASEMENT RECORDED AM 2, 1976 IN BOON 12701, PAGE HT4 OF OFFICIAL RECfJI{DS ITIN THE SOUTHERLY LIE OF THE STREET EASEMENT RRKDR0E0 SEPTEMBER 306 1071 IN BOOK 98x5, PACE I22 OF OFFICIAL RECM THENCE SOURERLY AND SWKASIERLY NAND SAID WMERLY LINES O SAD PARCEL 1 AND PARCELS 2 AND 3 OF SAID EASEMENT THE FUJ M1ING COURSES SOUTH 02'03'44' WEST 70.49 FEET 70 M BEGINNING OF A TANGENT CU LYE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 3UGO FEET. THENCE ALONG SAM) CURVE THROUGH A CENTRAL ANGLE OF 1891'08" AN ARC LENOTN OF 102.54 FEET; MICE TANGENT TO LAST -SAID CURVE SOUTH 14WW EAST 79,35 FEET TO THE BEGINNING OF A TANGENT CU RYE, CONCAVE NORTI EWERLY AND HAVING A RADIUS OF 413.00 FEET; Tin ALM SAD CURVE MUCH A CENTRAL ANGLE OF 067020 AN ARC LENGTH OF 60.35 FEET; THENCE TANGINT TO LAST -SAD CURVE SOUTH 2279'44' EAST 286.13 FEET 70 THE BEGINNING OF A TANGENT CURVE CWAVE NOR71EAMERLY AND HAVING A RADIUS OF 313AD FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 265740' AN ARC LENGTH 140.00 FELT TO THE BEMONG OF A NON- TANGNT LINE: A RADIAL LIE PASSING 1tROUGH SAID POINT BEARS SOUTH 4152'38' NEST. THENCE SOUTH 50'42'55' EAST 96.34 FEET TO THE BEGINNING OF A NON- TAMRENT CURVE CONCAVE SOUIHNEi MY AND HAVING A RADIUS OF 140AD FEET; A RADIAL LIE PASSING HROUGH $AD PORT BEARS NORTH 4152'30 EAST, Ma ALONG SAD CURVE MUGHI A CENTRAL AN01E OF 2694'43' AN ARC LENGTH OF 69A2 FEET. THENCE TANGENT TO LAST-SAID CURVE SOUTH 19'b'Y'41' NEST 80.86 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORi W SWLY AND HAVING A RADIUS OF 30.00 FEET; DI ENCE ALONG SAO CURVE MIQUI6H A CENTRAL MOLE OF 103!156' AN ARC t9M OF 54.21 FEET TO A POINT ON THE 71ESiMY LIES OF SAID PARCEL I OF SAID DEED RECORDED IN 900K 1398, PACE 2% A RACAL WE PASSING MGM SAD PONT BEARS SOUTH 0670'43' EAST: THENCE NORTHERLY ALONG LAST- -SAD VIE5TERLY LIES THE FOLLOW COURSES NORTH 25 Ir TEST 127.13 FEET TD THE BEGINNING NG OF A TANGENT OAK W"VE SOU 14 ESiERLY AND HAVING A RADIUS OF 514.48 FEET, THENCE ALONG SAD ON 1HROUGN A CENTRAL MOLE OF 127720' AN ARC LENGTH OF 112.58 FEET TO THE BEGINNING OF A REVERSE CURVE OWAVE NWWASERLY AND HAYING A RADIUS OF 409.51 FEET: A RADIAL LINE PASSING THROUGH SAID POINT OF REVERSE QMTLRE BEARS NORTH 51'49'27' EAST; MCE ALONG LAST -SAD CURVE IOW" CHIRAL ANGLE OF 154296' AN ARC LDDTN 112.24 FEET; THEME TANGENT 70 LAST- -SAID CURVE NORTH 22298' NEST 25155 FEET 110 THE BEGINNING i1F A TANGENT CURVE, C-0NCAVE NORiFEASiERLY AND HAVING A RADIUS OF 1000.00 FEET; THENCE AM SAiD CURVE THROUGH A CO4IRAL ANGLE OF 12WIV AN ARC LENGTH 224.06 FEET, THENCE TANGENT TO LAST -SAD CURVE NORTH 0936'03' YiEST 130.42 FEET 70 THE W MERLY PROLONGATION OF SAID SOUTHERLY LINE OF SAID STREET EASEMENT F 10 Pn Er IN BOOK 9825, PAGE SM 1HENCE EASTERLY ALONG SAID YESTERLT PRM NOA70 AND SAD SOUTHERLY LINE SOUTH BS"40'25' EAST 29.0 FEET TO THE POINT OF OHxAGNG. OOKTNUNG 0.320 ACRES, MORE OR LESS. AS MORE PMWAN6.Y SHOW ON DOW "B', ATFAC ED HERETO AND MADE A PART HEREOF. THE LEGAL OESIMP110N WAS PREPNED BY ME OR UNDER MY DIRECTION AT THE REQUEST OF HOAG MEMORIAL HOSPITAL - PRESBYTENM IN JANUARY 2009. Hu 5314 KUMT N. WIN MAUN F" 531C UAIL EUO�. 12/31/09 G MY LICENSE DPW 12/31/Do 1J 3/27/09 1 ODO1.34 0 if,711/HIBrr "B" SKETCH TO ACCOMPANY LEGAL DESCRIPTION WLY LINE STREET EASEMENT. BOOK 9825. PAGE 922, O.R. \%\ H O S P I T A L 1N8s5•,e3 "w� P.O.B. PCL 1 P� 1 WLY LINE PARCEL I. BOOK 1398, PAGE 20. O.R. SCALE: VOW 3I2T= 10001.34 PARCEL I am ACRES Nib � a- PARCEL 1 Boat 12701, PAIGE to al V- ,.. DRAFT SHUff 2 OF 2 1 R O A D S'LY LINE STREET EASEMENT, BOOK 9823, PAGE 922. O.R. PARCEL I Wx 1388. PACE 20 OR C4)Am DOW 2r R- 413.00' L- 60.35' CS) b•08'22'22" R- 400.00' L -SL45' CS) tr08'22'22" t 38700 L- 56.55' HALLADAY MUM MACK m 1383.00" R C2) d�1691'OB' Rm350.00 L- 98.87' 13 C3) b.1611 R- 337.00 W L- 9@.20' PARCEL I am ACRES Nib � a- PARCEL 1 Boat 12701, PAIGE to al V- ,.. DRAFT SHUff 2 OF 2 1 R O A D S'LY LINE STREET EASEMENT, BOOK 9823, PAGE 922. O.R. PARCEL I Wx 1388. PACE 20 OR C4)Am DOW 2r R- 413.00' L- 60.35' CS) b•08'22'22" R- 400.00' L -SL45' CS) tr08'22'22" t 38700 L- 56.55' HALLADAY MUM MACK m 0 DRAFT EXHIBIT "B" sHEMOF2 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SEE SHEET 2 PARCEL '� 4+ BOOK 1 PAGE 20 O.R. • PARCEL 1 to-EP BOa( 12701, PAGE 104 OA PARCEL 1 0.320 ACRES WLY LINE PARCEL 1, BOOK 139& PAGE 20. O.R. 3m/09 IOWI.34 (} PRC 19 R C7) 6-269443' R- 140.00' L- 89.02' C8) 6- 2894'43' 8-150.00' L- 73.95' C9) 6- 2894'43' R -16MOW L- 78.88' "— PARCEL 2 800K am PACE 104 OA )) r6 L1) N41'52'360E C70) 68103^31'56" `o- a 26.00' R =30.00 a i1 Q p L =54.21' p4 L2) N41'52'36 E • p, 2000' C71) 6- 95,wir ' G'r .• R- 40600' L -6 &83' HALLADAY c12) R=50. (Y ' & L- 8149' 4 ice' 10.44' " MACK 10.26' mm,p -w 1.32' M MMAWunum's mm CMM"*8 9ft-0F9�PAX ATTACHMENT 10 Project Status Search Page 1 of 2 Office of Statewide Health Planning and Development OS[-)pd Home -e FDD •» Project Tracking Facilities Development Division (FDD) Project Status Search Enter your Project Number and Sub Number, if any, in the spaces below, then click on any of the three available buttons to search a project's status. Forget your project number? Search for project numbers „by facility or Search for_p_roject numbers_by designers professional license. For a complete listing of facilities visit the Hospital Information De_parlments website. For a listing of open and closed projects by county, visit our Project Status page. Project #: ISLO81724 Sub #: Fo— Page #: F- (0- Page 1 - Project Review Status r Page 2 - Construction Status r Page 3 - Project Closure Status View TREO User's NOTE: Enter the page number from above the radio button, then click View. http: / /www.oshpd. state. ca. us /FDD /Project_ Tracking /index.asp 3/23/2009 Project Tracking Code_ Descriptions Activity Code_ Descriptions Manager Manager Manager Target ACT PAD BCK INC Manager In Out Letter Date $25 0 DLN 8/22/2008 8/26/2008 TR 331 0 DLN 812212008 10/912008 DT 1012112008 341 0 01 DLN 121112008 12/19/2008 DT 12/31/2008 341 0 02 DLN 2/2/2009 2/19/2009 DT 3/4/2009 341 0 03 DLN 3/11/2009 3116/2009 DT 411 012 0 09 341 0 04 DLN 3/1612009 3/17/2009 AP 4/16/2009 371 0 DLN 8/2212008 10/9/2008 DT 1012112008 371 0 DLN 1211/2008 12119/2008 AC 113012009 371 0 DLN 3/162009 3/17/2009 AP 5/15/2009 Project SL081724 County: Facility & Sub: 0 30 10428 Status: OPEN i http: / /www.oshpd. state. ca. us /FDD /Project_ Tracking /index.asp 3/23/2009 rruJecr autcus bearcn rage t or 2 Facility: Hoag Memorial Hospital Presbyterian AII_ projects for this facility • Scope: 125657 KITCHEN EXHAUST FAN SOUND ISOLATION Date In: Approval Building Field 8/22/2008 Letter: 3117/2009 Permit: Accepted: 10 Region: South Los Angeles Project Manager: Regional Compliance Officer: Program Technician: Navarro, Diana Crowder, Tom Conway, Kathleen (213) 620 -6506 (213) 897 -4151 (213) 897 -0174 Area Construction Officer: District Structural Engineer: Fire Life Safety Officer: Dick, Lloyd Li, Haoping Franklin, Jim (213) 703 -7523 (213) 620 -6400 (916) 284 -2235 For comments, questions or suggestions on this site, please E -mail the FDD Logbook Coordinator. To report any technical difficulties with the operation of this site, please email the FDD Webmaster. Page last revised.- December 10, 2008 4:25 PM Administration I Cal-Mortgage Loan Insurance I Facilities D_evelopm.ent Healthcare Information I..H.ealthcare Workforce Development I Boards $ Commissions Cori0iong.ot Use I Privacy.Poticy Copyright ® 2007 State of California http: / /www.oshpd. state. ca. us /FDD/Project_Tracking/index.asp 3/23/2009 0 • $F -1 EF -8 MiL CZV- n ALSIRiE GRh\ E .aSS(X:J a rEs QWW i West Tower 12 Ancillary Building EF -17 --� _iikiT�HEaJ -- gyp EF -16 --- r;• l pPr1 ���• (E�ki -OS�j. EF -18 $F -1 EF -8 MiL CZV- n ALSIRiE GRh\ E .aSS(X:J a rEs QWW i West Tower 12 T� T �! ;• l Exhibit 4 - View of Ancillary Building and West Tower �M T� T �! ;• l Exhibit 4 - View of Ancillary Building and West Tower i • Ancillary EF -17 Building EF -1 KITc rX VW�ExH. EF -1 fi EF -104 � - -_ EF - ?6 Ef -12 FF -10 _ EF -5 E I SF-1 FC -9 r J I West rcu Tower EF$ ._j ATTACHMENT 11 Quiet Zone: Road Closed from 7pm - 7Am P"A" M,onsldnmto 'bsn &Id OZ L i�- 1. - ATTACHMENT 12 l t ~ %- 1 ATTENTION: NO STOPPING NO STANDING NO PARKING and NO NOISE 7:00 PM to 7:00 AM Be Considerate to Our Neighbors and Patients NO 1 a t ~ %- 1 ATTENTION: NO STOPPING NO STANDING NO PARKING and NO NOISE 7:00 PM to 7:00 AM Be Considerate to Our Neighbors and Patients NO 1 a �7lRy ! K rr, 4 � 1 " 4 ATTENTION, b + dye -+{. NO STOPPING ' - NO STANDING sl { i� 7 NO PARX)NO � ' and NO NOISE �Mt• \` +1, • �, 7:00 PM to 7;00 AM {f r: NO -- At do, x r rr rr r rrom r w rraiv rsv .3. �w uR �av at r ssr 4iv sw •r tw 7 D AN -110 Pa NO 1 "All'i(I\(i LOAD i UAUTAUIXG Of SHIREIES d EUUIPHEMI MY ii � III ATTENTION SNHH......._ ,.�, s � � CardlnalHmntn M ® 11 ATTACHMENT 13 1111W6 W le Healthcare Accessibility for Californiz Office of Statewide Health Planning and Development •Facilities Development Division 700 N. Alameda Street, Suite 2 -500 Los Angeles, CA 90012 (213J 897 -0166 Fox (2131897 -0168 v .oshpd.ca.gov /fdd S2942 Taylor & Gaines Engineers 320 Halstead Street, Suite 200 Pasadena, CA 91107 Facility: Hoag Memorial Hospital Presbyterian -10428 One Hoag Drive Newport Beach, CA 92663 Project Title: 125869- CO -GEN BUILDING GREEN SCREEN Dear Mr. Edmond T. Gharibans: 2/25/2009 SL081498 -30 RECE 1s7 EIS FEB 2 7 2009 TMAD TAYLOR & GAINES PASAMA The Building Permit for this project and the approved Application for Inspector of Record is enclosed. Please post the Building Permit at the project site and maintain a complete set of the stamped, approved construction documents at all times. Notify this office in writing of the start date prior to commencing construction and include the name and address of the contractor, contract price and the date on which the contract was let. This Building Permit expires unless construction has been started by 2/2512010. All correspondence submitted to this office must be identified by the OSHPD project number: SL081498 -30 Verified Compliance Reports must be submitted to the office in accordance with CCR, Title 24, Part 1, Chapter 7, Section 7 -151. If there are any questions, please contact me at (213) 897 -4151. S, 9 Crowder Regional Compliance Officer cc: L & C Facility Representative Project File IOR/A10654 ACO /LSD State of California — Health and Human Services Agency BP_PIanAP_TIOAP v20060973 Arnold Schwarzenegger, Governor $Td TF nF CA IFf1RMA f7 FFAI TH ANh HI IA AA CFRVIf'FC A(SFIJ(W ARN1 n.CCHWAR7FNFf:r:FR .Rnvomru OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT •FACILITIES DEVELOPMENT DNISION www:oshpd.ca.gov!(dd 600 Se Street, Room 420 - Sacramento, California 95814 Phone (916) 6543362 FAX (916) 654 -2973 1831 9°' Street - SacrsmentoXeltfornia 95814 Phone (916) 3245096 FAX (918) 324 -9145 (Norm and Central Region; . . 700 N.: Alameda Street, Suite 2-500, Los Angeles, Calllomia 90012 Phone (213) 897 -0166 FAX (213) 897 -0168 Ctrillrtinn iPprmllf A� Name of Faritly Haag Memorial Hospital Presbyterian OSHPO # -3P Address - Street One Hoag brlve INCREMENT# Cllr Newport Beach County: Orange ZIp 92658 -6100 FACILITY I.D. # 10428 Scope of PmJect ps du d...rr.l - Appli,cent's Job # Type of prulech ONe"Fecility �Reoiodel 125869 - CoGen Green Screen 4208017 6 will recelve copies of all'eerles neence Name of Facfiily Represehte9vefAdministrator. ( mp po ) Langston Trigg E -mail: Add1a0" Addre€s -Street Phone: (949) 764 -4488 Type of Facility O6' one Hoag Drive Fax AC 949) 764 -6100 / ICIF OSt4FNwl city.. Cour1N� ZIP: 926583100 0 Ps1'clAdric Hospital 0 Correctional Treatment Newport Beach orange Calder Legal.Ownec Hoag Memorial Hospital Presbyterian o Conk Address :One Hoag Drive City' Newport Beach State. Ca. Zip: 92658.6100 C Plans and prepared by the following: =prepared Check which dbd ne is in general responsible theme of the protect. if none are checked, ' ct is recorded as owner -builder. Architect =Firm Lic ; (•p, - S9 ] or- anicalEngineer -FYm: LIc.M, ❑ Rabben Harmsn design office Address: Chy: State: 2 *. Address: City: State: ZIP: 893 Dover, Suite 9 Newport Beach Ca. 92663 Irvine Phone: FAX #: Phone: FAX M (949) 459 (949) 5485743 Structuiel Engineer - -Firm: Lic. P. x Eleokical Engineer- Firm: Llc. A 0 TMAD - Taylor Gaines S2942 Address: City: State: Zip: Address: City: State: Zip: 320 No. Halstead Street, Second Fir. Pasadena Ca. 91107 Phone: FAX #: Phone: FAX #: (626)3513203 (626)3513203 Contractor -Finn State Lic. #: ❑ GeotedhnIcalEnglnear -Finn: Lic.M ❑ Address: City: State: Zip: Address: City; State: .Zip: Phone: FAX #: Phone: FAX #: D LICENSED CONTRACTOR'S DECLARATION: I'herebya(grm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7008) of 0 vlshm 3 of Ih'e Business and Professionals_Code, andiny license is in full force and effect. License Class: B License No. Contradoes Name: SI nature:. Date: Et OSH- FD-302 (Revised 8111105) Page i of 3 C RTATFDF__CAI IE0RNIA HFAI TA Min H MAN SFRVIC.FS Af FAf V ARNfa n 4.;mwAR7FNFQr:FR f:rnmmnr vvww.csipd.cs.govtWd FAX (916) 854 -2973 FAX(915)324 -9145 eagmab a,e.�wy�m FAX (213) 897 -0160 OFFICE. OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 1600 9°'street, Room 420 — Sacramento; California 95814 Phone (916) 654 -3362 18319'" Street -- Sacramento, CeAfomia.95814 Phone (916) 324 -9090 700 N. Alameda Street, Suite 2500, Los Angeles, California 90012 Phone (213)897 -0166 C 08FI- FD-302 (R&Asad 8/11/05) Page 2 of 3 Name of Faoll[ty (from from page) O HPD fr S LOCI �(9 3a ,Hoag Memorial. Hospital Presbyterian E WORKERS COMPENSATION DECLARATION; (Section 3300; Labor Code): I hereby afUran tinder penalty. perjury one of the following dedarallons: I have and will maintain a ceNficate of consent to self- insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of — the work for which this Permit isIssued. I have and will mainiahr workers' compensation insurance; as required by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. My workers' i' oirpensailonInsuranoe ' carrier and policy number ate: Pofioy Copy atlachad. Date of axpiration: p o8— Calryran 0 Elechonhallyvertiod. Dale ofexplra0on: 1 C16 I a4 In th R ce of the:work for wh h this, permit is issued, Isbell not employ any pawn in any manner so as to become subject to the workers' CID mps allon laws f Cali ril8, end agree thal I should become subjed'to the workers' compensaton I61pne of Section 8700 of the Labor Code, I shell . fgohwifh,complywith a 6 Applicant: Dale: WARNING: FAILURE S ORXEW COVERAGE IS,URD FUL, AND SHALL SU R TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND LIARS ($f00,0D0), 0 N TO THE COST OF COMPENSATN)N, DAMA9 SAS P OVIDED FOR IN SECTION 370 'DF THE LABOR CODE, INTEREST. - ANDATTORNE' ES, F OWNER43UILDER DECLARATIDN: 1 heretiy aRrm under penalty oT perJury that I am exempt from [be Contractors. License Law fdrthe.lollowin0 reason (Sec, 7031.5 Business and Professions Code: Any city or aunty that requires a permpp constr. A WItor, Impove, demolish or repair any structure, Poor to Its Issuance, alp requires the appllrald forthe permit to Ma a shied Salomon that he/she Is licensed pursuant to the provisions of the Contractor's State License Law.(Chapter 9 (Commending with Section 7000) of Division 3 of the Business and Professions Code) or that hafshe Is ezempl thembrom and the basis for the alleged exemption. Any violation of Section 7031:5 by any applicant fora permit subjects the 420cant lo a ddq penally of not more Ursn five hundred dollars X5600) j: 01, as owner of the property, or my employees with wages as their solo. compensation, will do the work and the structure is not intended or offered for sale (Section 7044, Busi ess end Professions Code: The Contractor's Stale License Law does not apply to an owner of property who builds or improves thereon, and wiw'does the wore himself or herself or Uumgh his on employees, provided that the improvements are not intended of offered for sale. If, however, the battling or improvement Is sold within one year of amplet(on, the owner-builder will fie bu ran of proving that he did not build or Improve for the purpose of sale.). ArI, as owner of the properly, am exclusively 00 ling to licensed contractors to construct the project (Sec. 7044; Business and Professions Code: The Contractor's Slate Use'sa Law does not apply to owner of ioperty o builds or improves thereon, and who contracts for be projects with ei contreclor(s) licensed pursuant to the Contractors Slate Llc=Law7. 01 aid exempt under Section Building Professions Code.for this reason: Date: $' nature Unal Signarure and TUIe : Af Title: G CONSTRUCTION LENDING AGENCY: I he y e am under penalty Jury [hat there is a contract on leading agency for the performance of the workfar which true p.Smilt is Issued (Section 3097 of the C vU Cole). Lender's Nerve: Lander'sAddress: City: State: Zip: H SPECIAL CONDITIONS: ( PERMIT EXPIRES IF AUTHORED WORK IS NOT COMMENCED wrrHIN ONE YEAR PER1OR OR SUSPENDED FOR ONE YEAR Address: CUy. State: Zip: Cent eci S !Lrj 1 r7 Ammrnt: 2658 � One Hoag Drive Newport Beach Ca. 9 I eerily t I I have thl ppGoallon and state that the above Infama[ion is coned. I ogres to ebmply with all city and Fe u county o l emas a .slate ws relating to b construction, and hereby authorize representatives of the aunty to enter up the above a Von d purply for l ion purposes. Pe Mt aeued day of f-- By. Sgnalure: \ Date. , ;1 7J Downer OAgerdforOwner Regional C:omplianceOf�cer oft 4tatewide Health Planning mill Devate" Title: — 08FI- FD-302 (R&Asad 8/11/05) Page 2 of 3 L. SRFETV NI►1 ONOL Casualty Corporation a DElM company CERTIFICATE OF INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFIOATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY LISTED BELOW. NAME AND ADDRESS OF CERTIFICATE HOLDER CALIFORNIA DEPT OF INDUSTRIAL RELATIONS OFFICE OF SELF -INS PLANS, 22156 WATT AVENUE, STE #i1 SACRAMENTO. CA 95625 - ATTN. MARK JOHNSON, MGR, OFFICE OF SELFaNS PLAN This Is to certify that the policy of insurance Rated below has been Issued to the insured named below and Is in forte ntthis time. Notwithstanding any requirement, term or condition of any contract or any other document with respect to which this certificate may be Issued or may pertain, the Insurance afforded by the policy described herein Is subject to all the tati'ms; exdustons and condition's of such poffcy. Sim0d any of th's policy described herein be canceled before expiration date thereof the CORPORATION' will endeavor to mail sixty (60) days written notice to the above named certificate holder, but failure to mall such notice shall fmpose.no obligation or liability of any kind upon the CORPORATION. NAME INSURED EMPLOYER. HOAG MEMORIAL HOSPITAL PRESBYTERIAN (See Attached) ADDRESS. ONE HOAG DRIVE, NEWPORT BEACH, CA 92658 POLICY NUMBER- SP- 1V28 -CA TYPE OF INSURANCE: Specific Excess Workers' Compensation and Employers' LiabBity Insurance LOCATK"S), CALIFORNIA POLICY LIABILITY PERIOD: September 1, 2007 through September 1, 2008 Self- Insured Retention Per Occurrence $ 1,0001000 Maximum Limit of indemnity Per Occurrence $ STATUTORY Employers' Liability Maximum Limit of Indamrilly Per Occunence and Aggregate $ 1,000,000 SAFETY NATIONAL CASUALTY CORPORATION BY; Gone R. Mater, Senior Vice President of Underwriting Date: September 12; 2007 wwwi 21143 Woodland Parkway Suite 200 SL Louis MO 63146 314w996 -5300 fax 314- 985.3643 41 41 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION - www.pshpdstate.oa.us/fdd 1eW gP Sb eeL Room 420, Sacramento,. CA 95614 Phone (91 S) 6543362 FAX (916) 654 -2973 1631 a Street Sacramento, CA 95614 Phone (9ie) 324-9090 FAX(916)324-13146 (North and Central Region) 700 N. Alameda SbeeL Suite 2- 500,1os Angeles, CA 90012 Phone (213) 697 -0156 FAX (213) 697 -0168 Application for Inspector of Record OSH -FD -124 (Revised 6111/05) Page 1 of 2 Name of Facility. Hoag Menwrial Hospital Presbyterian OSHPD # Address -Sheet -0;r,0 -a1 .9. 3 One Hoag Drive PO Box 6100 INCREMENT# City. County Zip, IfarpWpmM1Olncemu,hl Pmfbb Only] Newport Beach Orange 92658 -6100 Admihistrator. Phon - e: 9.764.4466 FAX: 949.764.4466 Langston Trigg FACILITY I.D. # E -mall: LTagg@hoaghospital.org 1D428 Scope of Project (45 Characters rnax.) Applicant J64 #: 925869 - CoGen Green Screen 4208017 'Name (Applicentfor Inspector of Record): Pete Phil E -mail: r.Fo (-k , N G7 Address: 10 Moon Shadow ❑ Check here If this is a new address City: State: Zip: 1 Phone #.714296.4309 FA X #: 849764 -6091 Irvine Ca. 92603 Indicate type and certificate number of OSHPD certification, or attach resume: TypeAC/0&54 Type B # 'type C # Are you In the employ of the contractor forthe above bugding? ❑ Yes id No Are you engaged In a business or other employment, which requires a coition of your time? L3 Yes No If yes, describe below: CERTIFICATION OF APPLICANT. READ CAREFULLY! 1 hereby certify that ail answers to the questions on this farm are true; end I agree and 'understated that any misstatement of material fact contained in this opplicedon will be sufficient cause for my did seal. If I undertake additional work other than stated herein; I wilt notify the owner, the Architect, and/ or Engineer and the Office of Statewkle HeaNlr Poenning and �geyelopment without delay. If appointed I Will accept the responsibilities of Inspector on the - above mentioned project and will discharge the duties Imposed upon me by all applicable sections of the Health and Safety Code. I — Sl risturer lk-k Date: E This person is being employed by the hospital subject to the approved of the This person known to me, is qualified, and is satisfactory to me as an arcnkec, ahvaturai e. or, or other applicable professional, engineer and Inspector on this project OSHPD, ' Is qe' Fled d able to provide competent, adequate and cominuou, Inspecit nduiin construclf this; project. Signature: - Date chitect or Engineer in charge Signature: - Date: -S&"4 Legal I.gnatory "fly s ��%��� SigneW ." Date! Nome Printed. Pin jo6ral. Engineer equlmd on "H" Pmjects and some "I" Projects) Title: OFFICE USE O NLY OSHP APPRO . _ D Slgnatu : -A � Date: ionel om ion O r -Office of Statewide Health Planning and Develo ment OSH -FD -124 (Revised 6111/05) Page 1 of 2 Is OSHPD Sure bfCalfranda- Health and Human Servims Agaicy OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT 1600 Ninth:Street, Room 420, Sacramento California, 95814 Phone.(916) 6543362 FAX (916) 654 -2973 tsewteana.camt.t Reswenl 1831 Ninth Street Sacramento California, 95614 Phone (916) 324-9090 FAX (VI 6)324-9145 tNorth and centrdRwt ) 700 N. Alameda Street, Suite 2.500, Los Angeles California, 90012 Phone (213) 897 -0166 FAX (213) 807-0168 twomneo calNleal TESTING INSPECTION AND OBSERVATION PROGRAM 2001 CALIFORNIA BUILDING STANDARDS CODES OSHPD 1 Pace 1 of -u This program is prepared and submlaed (or an OSHPD 1 project.., OSHPD 1 projects include all construction and remodel projects for general arute- care hospitals and acute psychiatric hospitals. OSHPD I projects also include construction and remodel of skilled nursing fac9i8es and/or Irilermadlate, care facilities except those of slnole�torv. Twee V. wood orkaht steel -frame construction. A Facility Name Project Numbefo Hoag Memorial Hospital Presbyterian S6o 81 0 l0 Address- .Street � � � ,� Sub Number One Hoag Drive Gily Facility ID Number Newport Beach - Title of Project - 125969 -CoGen Green Screen B _ CONSTRUCTION OFFICE USE TESTS - DOCUMENTATION l CERTIFICATION REQUIRED VERIFICATION ONLY FDD STRUCTURAL TESTS RESPONSBLE FIRM OR TBD IOR CONST. . 10IVIDUAL ACCEPTANCE Compadfill CBC3301.1 NIA Filled material acceptance test DSE: Compadfill CBC 3301.1 N/A 'Compaction test DSE:_ Concrete CBC 1903A.1:2 , '19D3A:2 & 1929A.1 N/A Cement DSE: Concrete CBC 19 1e.3.1 & 1903A.32.1 N/A Agarea efRaotA2re90A DSE: Concrete CBC 1903A.12 & 1903A.6 NIA Admbitures - DSE: Concrete CBC 1904A, 1905A.2.3 & 1905A.3 _ j' MIX design (Select method A. B or C N/ DSE: Concrete CBC 1905A.6 Strength test y,/ 1f. I DSE: Concrete CBC 1903A.5 & 1929A.2 Metal relr2arcement Ind. weltled wire fabric N DSE: Concrete CBC I903A.5.5 & 1929A.3 NIA _ Prestressing tendons and anchorage DSE; Shdtcrete CBC 1924A.5 NIA Preconstrudiwr tea DSE: Shotcrete CBC 1924A:10 N/A -Stre htest .DSE: Shptc ate CBC 1924A11.2 N/A Core'test Masonry CBC 2102A.2 N/A Material standards tests DSE; Masonry CBC 2103A.3 NIA Mortar - proportion, - Aggnates DSE: Masonry CB C 2103A,4 -NIA Grout ro ortionA re ates DSE: . Masonry 'CBC 2103A.5 'NIA Additives DSE: Masonry CSC 2105A.3:1 N/A Core test DSE: Masonry CBC 210BA.3.2, 3.3; 3.4 or (3.5) NIA _ Compressive strength fm test DSE: TSD To Be Determined -The name of the firm or individual to perform this test or special inspection shell be submitted to End approved by the Office prior to proceeding with the work that requires this test or specialinspedion. CAN 1- 7- 141(d) -(I) r1SH-Fn -3OSA (Revised all 2105) u OSHPD Stare ofCalifonda +Health and Human Se"keaAgwy OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT TESTING, INSPECTION AND OBSERVATION PROGRAM -2001 CALIFORNIA BUILDING STANDARDS iCODFS - osHPn v i�i+1Y'v\ .dS n1 Pan. 7 M 4% Facility Name Project Number sub Number Hoag Memorial Hospital Presbyterian S. O 991�- 30 TESTS - DOCUMENTATION ICERTIFIOATION REQUIRED 6 CONSTRUCTION OFFICE USE TESTS - DOCUMENTATION ICERTIFIOATION REQUIRED - VERIFICATION ONLY FDD STRUCTURAL TESTS RESPONSIBLE FIRM OR TBD IOR CONST INDIVIDUAL ACCEPTANCE Steel CBC- 2203A3. &.2231A.1 , p Structural steel & ak formed steel N A- DSE: Steel CBC 2231A.2 High strength bolts, nuts and washers t1- DSE: Steel CBC 2231A.3 End- welded.stiros Steel CBC 2231A.7 Open web, stealjoists(Load Test) DSE: Steel CBC 1703A Nondestructiveweld test DSE: Steel CBC2231A,8 Beam to column moment oormections !" DSE: Miscellaneous CBC 1023A.3.5 ( ( - Expansion and epoxy anchors - DSE: NLSoellaneous CBC 1605A.4 Shot4n anchors for ceiling v4res DSE: Miscellaneous CBC 1403A.5:6 Veneer bond strength test ./�. DSE; ' Miscellaneous CBC 17044 Prefabricated Items N A. DSE: Miscellaneous "CBC 1505A.4 A Epoxy Injection N% DSE: Structural Design Requirements 1505A.4 / Tests to Support Altemative Designs NI DSE: Base Isolation CBC 1BOA 1 /� Isolator unit prototype & production testing [✓/ DSE; ELECTRICAL TESTS RESPONSIBLE FIRM OR TBD IOR CFDD INDIVIDUAL ACCEPTANCE Ground fault protection CEC 29D -95c & 517 -17C Performanoe test ACO: Emergency power CEO 790.4a Power failure test NFPA 1141909 5- 13.2.3 /5, FLSO: Emergency power CEC 7004a nn Full load lest -NFPA 110 - 19995- 13.2.5 �IY FLSO: Emergency power CEC 700Aa Cycle crank test NFPA 11419W 5-13.2.8 /Il FLSO: Emergency power CEC 700-45 Exit signs, exit dip fighting &ore atarns NFPA 110 -1999 5- 13.2.3 t"( I,b FLSO: Emergency polder CEC 700.45- Task lighting, 1 / medical. as alarms NFPA 1141999.5- 13.2.3- Imo. ACO:. Emergency power CEC 700-45 - Receptacle, J /A nurse & staff call NFPA 1141ggg 5- 13.2.3 N( fb .ACO: Emergency power CEC 70D-4a Elevators NFPA 110.19gg 5- 13.2.3 !'-' ACOt TBD To Se Determined -The name of the firm or indlvtdual to perform this test or special inspection shall be submitted to end approved by the Office prior to proceeding With the work that requires this test or special inspection. CAN 1- 7- 141(dXi) OSH-FD -303A. (Revised 8/12105) i OSHPD Slate ofCalobrnia— Health and Hnman Services4genry OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT TESTING, INSPECTION AND.OSSERVATION PROGRAM- 2001 CALIFORNIA BUILDING STANDARDS CODES - OSHPD 1 E Page 3 of 13 Faddy Name Project Number I Sub Number Hoag Memorial Hospital Presbyterian sic/Wgfra 3a TBD To Be Determined -The name of the film or Individual to perform Ihis test or special inspection shall be submitted to and approved by the Office prior to proceeding with the work that requires this test or special Inspection. CAN 14- 141.(dXi) 0SH- FD -303A (Revised 8/12/05) TESTS DOCUMENTATION / CERTIFICATION REQUIRED CONSTRUCTION VERIFICATION OFFICE USE ONLY FDD MECHANICAL TESTS RESPONSIBLE FIRM OR TBD OR CONST INDIVIDUAL ACCEPTANCE Commercial kitchen hood vent0a5on CMC 509.11 Performance s' / ACO: Refrigeration equip. CMC 116.3 & 1123.0 ACO: Refrigeration deteollon & alarm system CMC 1121.4 & CFC 6313.5 Acceptance _fesg FLSO: t3efdgerallon flsdrs7 system CMC 1119.3 Safe & eiFectiveness .ACD: Steam & hot water boilers CMC 116.3 & 1023.0 Hydronios CMC 1201.2.8 a p Pressure:test of steam & water' piping r� ACO: Hydrodleb CMC 1201,3:6 Pressure. test of pol utylene piping ACO: Hydrdnics CMC1203.2 Pressure test of piping prior to embedding in concrete ACO: Process piping CIVIC 1406.2 Pressure test ACO: Ventilation system CMC 407.31 Table 44 areas tested and balanced ACO: Negative & posltive pressure Isolaflon rooms CMC.416.4 Alarm system test ACO: Negative & positive pressure isolation rooms CMC.417.0 Mechanical s stem tested & balanced ACO: POD PLUMBING TESTS RESPONSIBLE FIRM OR TBD OR CONST INDIVIDUAL ACCEPTANCE Potable water installations CPC 609.9, CBC 423A.5&AWWA C651 -92 ■ 1�A Bacteriological ezaminallonfwater. ud test t" t3 Ate: Medial gas and vacuum CBC 423A:1. NFPA 99- 1999 Gas and vacuum system p erformance testis ACO: Medical gas and vacuum CBC 423A:'1; NFPA 99- 1999 Gas and.vaouum s tem verth 4on feeds ACO: E)dsllng.sewers & drains CPC 101:4:1:1.2 Tested for conformance with mnts. for'new work ACO: Water supply sy @tem CPC 103 Ij & 809.4 %5 Pressuredested dor tocovenn .or concealment _ADD: Plunlfiing or drainage�systenis CPC 903.5:1.3 & 712.6 Water or air tested pdor to use; covedngnr .concealment .AGO: Building sewer CPC 103.5.1.3'& 723.0 Water or air.iested dor to use; coved oroonaeslnaht ACO: Storm drain piping CPC 1109 Water' or air tested oncment prior to use, coverin' or ceal ACO:. IF pipi3O CPC 1204.3.2- Air, COy or nitrogen tested riot to use, covedn g or aanc. alment - .ACO: Pdvate sewer disposal system CPC 103.5.1:3 Tested. nor to Use, coverin or concealment TBD To Be Determined -The name of the film or Individual to perform Ihis test or special inspection shall be submitted to and approved by the Office prior to proceeding with the work that requires this test or special Inspection. CAN 14- 141.(dXi) 0SH- FD -303A (Revised 8/12/05) 0 OSHPD Slafe ofCallfur der —KwIth and Hernan ServfceaAgency OFFICE OF STATEWIDE HEALTH PLANNING AND DEuELOPMENT TESTING, INSPECTION AND OBSERVATION PROGRAM —2001 CALIFORNIA BUILDING STANDARDS CODES - OSHPD 1 n � y , �n it Page 4 of iS Facility Name - - Project Number Sub Number Hoag Memorial Hospital Presbyterian B TESTS — DOCUMENTATION I CERTIFICATION REQUIRED CONSTRUCTION VERIFICATION OFFICE USE ONLY FDD PLUMBING TESTS RESPONSIBLE FIRM OR TBD IOR CONST INDIVIDUAL ACCEPTANCE Protectively coated pipe CPC 103.5.3:4 Tested for voids, dama's & im rfectiohs Q .ACO: Joints and connections CPC 103.5.3:5 Pressure tested for gas and water tightness AOO: Defecfivesystems CPC 103.5.5.1 Air test of detective drainage & plumbing systems ACO: Moved structures CPC 103.5.5.2 All parts of plumbing systems tested .ACO: Retesting CPC 103.5. 6,2 Retest after corrections .ACO: BaclifioWpreventlon essemt ry CPC - 803.3.3 Assembty.tested ACO: RE PROTECTION EQUIPMENT TESTS FIRE FIRM OR TBD [OR FDD CONST INDIVIDUAL ACCEPTANCE Fire alarm CFC 1001 A, NFPA 72. 1999 7.1.5 6 �1 A .Ace lance and resocs ence tesdn ; u FLSO: Fire.& smoke dampers CFC 1001.4 Aece Vance testi .. FLSO: Duct delaclors CFC 1001.-0, NFPA 72- 1999 7 -1.fi Differential ressrire lest FLSO: Smoke control system' CFC 1001:4, CBC 905.15 Acce fence testi g FLSO: Fire sprinkler CFC 1001.4, NFPA 13 -1999 Ch. 10 Aerie tanca lastin-- Aboveground i in FLSO: Firesprinkter CFC 1001.4, NFPA 13 -1999 Ch. 10 Acce lance testin n- -Undo and I in FLSO: Standpipe system CFC 1001,4, NFPA 142000 Acce lAncetesdn - .Atidve nd f in FLSO: Stondpipesystem CFC 1001.4, NFPA 14.2000 Awe tance tesUn . -Unde round.l` FLSO: Private fire mains CFO 1001.4, NFPA 24 -1995 Acce lance testin FLSO: Fire pumps :CFC 1001.4, NFPA20 -1999 Acce tance tastin FLSO: Wet. chin extng Sys., CFC 1001.4, NFPA 17A -7998 Ch 4 Acce tance:tesUn FI.SO: Clean agent exing sys. CFC 1001.4, NFPA 2001- 2066 Acce tance.testin FLSO: CO¢ eztw, system CFC 1001 A, NFPA 12.1998 Awe lance teslin .. FLSO: Dry. them ezbi<jlsys CF01001.4,.NFPA 17 -1998 Gh S Acce lance te's0n g FLSO: Halon 1301 along sys CFC 100114, NFPA 12A -1997 Acce lance tesd' . ' i FLSO: TBD To Be Determined -The name of the firm or individual to. perform this test or'special Inspection shall be submitted to and approved by the Office prior to prooeedbig with the work that requires this testor special Inspection. CAN 1- 7- 141(d)41) OSH- FD -903A (Revised 8112105) OSHPD State oJCaiiforafa— Health and Haaraa SernleerAgenty 10=1/ k: AC QTATMANAC 14A, -ml 9) TESTING, INSPECTION AND OBSERVATION PROGRAM — 2001 CALIFORNIA BUILDING STANDARDS CODES - OSHPD 1 Hoag Memorial Hospital Presbyterian �n >� "�lltl Page i5 of 13 �r TESTS — DOCUMENTATION I CERTIFICATION REQUIRED CONSTRUCTION VERIFICATION OFFICE USE ONLY OTHER TESTS RESPONSIBLE FIRM OR INDIVIDUAL TBD IOR FDD CONST ACCEPTANCE Underground fuel tank CFO 7902.6.16 Pressure testing RESPONSIBLE INDIVIDUAL TBD IOR FLSO: Underground fuel storage hank CFC 7902.6.15.4 Testing of corrosion protection FLSO: Liquid fuelplping CFC 7901.11.10 Pressure testing ` , FLSO: Installation of rtes .N DSE: Foundation CBC 1809A:7.1 .Gast in ce bailed caissons DSE: Foundation CBC 3301,1 & 1701A.5, item 13 FIII for structures DSE: Concrete CBC 1701Ai5, Item 1 C SPECIAL INSPECTIONS — DOCUMENTATION 1 CERTIFICATION REQUIRED CONSTRUCTION VERIFICATION OFFICE USE ONLY FDD STRUCTURAL INSPECTIONS RESPONSIBLE INDIVIDUAL TBD IOR CONST ACCEPTANCE Foundation CBC 1809A.6 ` , Installation of rtes .N DSE: Foundation CBC 1809A:7.1 .Gast in ce bailed caissons DSE: Foundation CBC 3301,1 & 1701A.5, item 13 FIII for structures DSE: Concrete CBC 1701Ai5, Item 1 Placement of concrete .DSE: Concrete CBC 1701A.5, Item 2 Bolts Installed 16 concrete. DSE: Concrete 'CBC 1701A.5, Item 4 Reinforcing steeland prestressing steel _ bSE: Concrete .CBC 1701A.5,Jtem 3 is(n frame mmm sconcrete DSE: CBC 1701A.5 item 8 DBE: Concrete CBC 1929A.4 Batch plant Ins ectton. OSE: TBO To Be Determined -The name of the film or Individual to perform this test or special Inspection shall be Submitted to and approved by the, Office prior to prooeeding wfth the work that requires this test or special inspection. r� CAN 1- 7141(d) -(i) OSH- FD -303A - (Revised 8112105) OSHPD „ter TESTING, INSPECTION AND OBSERVATION PROGRAM— 2001 CALIFORNIA BUILDING STANDARDS CODES - OSHPD 1 page 6 of 13 Facility Name Project Number Sub Number Hoag Memorial Hospital Presbyterian SGO TBD To Be Determined -The name of the firm or Individual to perform this test or special inspection shall be submitted to and approved by the OfSca prior to proceeding wlth'the work that re Wras this test or special Inspection, CAN 1- 7.141(d} 0) OSH- FD -303A (Revised 612/05) SPECIAL INSPECTIONS = DOCUMENTATION / CERTIFICATION REQUIRED CONSTRUCTION OFFICE USE VERIFICATION ONLY FDD STRUCTURAL INSPECTIONS RESPONSIBLE INDIVIDUAL TBO IDR CONST ACCEPTANCE Concrete CBC 1929A.9.1 Prestressed concrete P DSE: Concrete CBC 1929A.10 Pneurnaticah pladed cancrefe shotcrete DSE: Concrete CBC 1701A.5, Item 9 insulating wnc[ete. DSE: Concrete CBC 1929A.12 Weldingof reirdordn bars DSE: Concrete CBC 1704A Precast panels DSE: Concrete CBC 1704A GFRC pands DSE: Masonry CBC 2105A.7 La n" and grouft DSE: Masonry CBC 21D4A.6.1.1.2 & 2104A.6.1.2.2 Low lift grout DSE: Masonry CBC 2104A.6.1,1.3 & 2104A.6.1.2.3 High Oft grout DSE: Steel CBC2231A.4 Steel shop fabrication DSE: Steel C9C2231A.5 Automatic end-welded stud DSE: Steel CBC 2231A,5 Shop and field waldin DSE: Steel CBC2231A.6 High strength bolt installation DSE: Wood. CBC2337A.1 Glue laminated timber DSE: Wood CBC 2337Ai2 Installation of.timber connectors It DSE: Wood CBC 2337A.3 Manufactured trusses DSE: Miscellaneous OBC1405A Veneer DSE: Mlscellaneous ICBO Evaluation Report OR Inslailation.of expansion & e anchors DSE; M196611aneouc CB01701A.5, Item 15 ..In /� ( E o action 1" A DSE: Miscellaneous CBC 1701A.5, Item 15 Site work wherespec)al hazards.exisl FDD: Base 1so1ation CBC Appendix 1664A.3 Isolator wit t prototype & Production te'stin DSEr Alurhinum CBC'20MM Weidu DSE: TBD To Be Determined -The name of the firm or Individual to perform this test or special inspection shall be submitted to and approved by the OfSca prior to proceeding wlth'the work that re Wras this test or special Inspection, CAN 1- 7.141(d} 0) OSH- FD -303A (Revised 612/05) OSHPD SLme yC'dJ oraia —R"Ith mrd Hume Serw='4gency OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT TESTING, INSPECTION AND OBSERVATION PROGRAM— 2001 CALIFORNIA BUILDING STANDARDS CODES- OSHPD 1 Page 7 of 13 Facility Name - Project Number Sub7iwhber Hoag Memorial Hospital Presbyterian G.' SPECIAL INSPECTIONS — DOCUMENTATION I CERTIFICATION REQUIRED CONSTRUCTION VERIFICATION OFFICE USE ONLY MECHANICAL INSPECTIONS RESPONSIBLE INDIVIDUAL TBD IOR FDD CONST ACCEPTANCE Process piping CMC 1405.3 Installation AGO: Pressure vessels CMC 1006.5 welding A00: PLUMBING INSPECTIONS RESPONSIBLE INDIVIDUAL TBD IOR FDD CONST ACCEPTANCE Medical gas CBC 423A.1, NFPA 99-1M Ch 4-3 Brazing and labeling of; systems ACID: FIRE PROTECTION INSPECTIONS RESPONSIBLE INDIVIDUAL TBD IOR FDD CONST ACCEPTANCE Fire resis@ve materials CB_ C 1701A.5, item 10 Spray applied fireproofing FLSO: Smoke control systems CBC 17D1A.5, item 14 Ductwork and operation FLSO: Sprinkler system piping CFC 1001.4, NFPA 13 1999 Ch 3 -5 Welded a and fittings FLSO: Standpipe system piping CFC 1001.4, NFPA 14- 2600 Ch 2.4 Welded pipe and fittings FLSO: OTHER SPECIAL INSPECTIONS RESPONSIBLE INDIVIDUAL TBD IOR FDD CONST ACCEPTANCE TBD To Be Determined -The name of the fine or individual to perform INs test or special inspection shall be submitted to and approved by the Office-prior to proceeding With the work that requires this test or special inspection. CAN 1.7- 141(dj -(i), OSH- FD -303A (Revised 8112105) OSHPD &ate ofCalfjonus- Health and Human SemoaAgmiey OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT '(� I TESTING, INSPECTION AND OBSERVATION PROGRAM - 2001 CALIFORNIA BUILDING STANDARDS CODES - OSHPD 1 Page & bf 13. Facility Name Project Number Sub number Hoag Memorial Hospital Presbyterian p CONSTRUCTION OBSERVATION AND REPORTING Ref. No REQUIRED CONSTRUCTION OBSERVATION (See`PERSONAL KNOWLEDGE'as defined In CCR T -24 Section 7.151) VERIFIED COMPLIANCE REPORT REQUIRED AS INDICATED (OSH- FD423) FOR OFFICE USE ONLY MILESTONES GEOR AOR SEOR MEOR EEOR CONT SP INSP [OR OSHPD FDD Quarterly X X X FINAL VERIFIED COMPLIANCE REPORT AT COMPLETION .L /�^ x X AOR: Architect of Record CONT: Contractor or Owner /Builder IORo Inspector of Record EEOR:. Electrical Engineer of Record MEOR: Mechanical Engineer of Record SEOR: Structural Engineer of Record GEOA: Geoteohnica(Engineer of`Recbrd $P INSP.- Special Inspector NOTE. Construction observation may be scheduled at specific intervals or at project milestones or combination of both. 1r 1 W CAN 1- 7- 141(d }0). OSH- FD -303A (Revised 8/12105) 4 OSHPD SYate of Callfbeala- Health mudRumwrSir ,rAgeacp OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT I Hoag Memorial Hospital Presbyterian I ., .w " "" p CONSTRUCTION OBSERVATION AND REPORTING Ref, NO REQUIRED CONSTRUCTION OBSERVATION (See'PERSONAL KNOWLEDGE'as defined In CCR T44 Section 7 -.151) VERIFIED COMPLIANCE REPORT REQUIRED AS INDICATED (OSH -FD -123) FOR OFFICE USE ONLY INTERVALS GEOR AOR SEOR MEOR EEOR CONT SP tNSP [OR OSHPD FOD X x x I J fl FINAL VERIFIED COMPLIANCE REPORT AT COMPLETION ITT X - X AOR: Architect of Record CONT: Contractor or OwnedBuilde( IORi, Inspector of Record EEOR.: Electrical Engineer of Record MEOR: Mechanical Engineer of Record SEOR: Structural Engineer of Record GEOR; Geotechrdcal Engineer of Record SP INSP: Special Inspector NOTE: Construction observation ma. y be scheduled at specific Intervals or at project milestones or a cbmbination of both. CAN 1- 7- 141(d )-(i) OSH- FD -303A (Revised 8M2/05) OSHPD Sme of Cd forule - owfth aid Humier ServicesAywo, OnricE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT ���� nr i��ra n TESTING, INSPECTION AND OBSERVATION PROGRAM -2001 CALIFORNIA BUILDING STANDARDS CODES .OSHPI 1 Pa a IO. of 13 Facility Name Project Number Sub Number Hoag Memorial Hospital Presbyterian Z O0 G Samples of test and inspection reports are: [ J Attached ( ] To be provided following determination of responsible firm(s) or Individual(s) — Samples shall be submitted to and approved by the Office prior to proceeding with the work that requires tests or special inspections. [ J Not Applicable —Project has no required tests or special inspections. Required test and inspection reports shall be prepared and submitted to OSHPD FDD within _ days of the completion of all tests and inspections. If not designated, all reports shall be submitted to the Office within 15 calendar days. [ ] In addition to the preprinted tests and special inspections identified on this form, this program Includes additional tests and special inspections as indicated: [ ]Other Tests [ ] Other Special Inspections [ ] See Attachment This program has been prepared and submitted for an OSHPD 1 project. OSHPD 1 projects include all construction and remodel projects for general acute -care hospitals and acute psychiatric hospitals. OSHPD 1 projects also include construction and remodel of skilled nursing facilities and/or intermediate care facilities except those of single- story, Type V, wood:or light steel -frame construction. 0 E SUBMITTED BY: c� P t i [¢& OS P 4)(L' 1 yq /o$, ArchitecUEn I - of Record Date Name -Date 'Structural Date PRINT AME: O D FIELD APPROVAL: A artmdnd Glnari�pon.s Mec apical Date rua D r' FDD COMMENTS: FDD STAMP OFFICE USE ONLY 0 CAN 1.7.141(d}(i) OSFI- FD -303A (Revised 8/12!05) 0I Architectural Date 4)(L' 1 yq /o$, A D 'Structural Date A D Mec apical Date A D Electrical Da A D Fire Marshal Date ATTACHMENT 14 nwm &mwm rt ;rAKI)NOM smK m SrMPLAN S MPUm SCAPEPum WFOFPWWWARDSM 1SrOFrWOW SrS SECM ONG rum y I I 1 / /4a Eld ,w� LOWER CAMPUS SLOPE, ATP SITE, AND PCH SCREEN LANDSCAPE alEFIMaa1WE.NEY14aRiBERCti. Gi1658 Fix COVER SHEET MAPS, INDEX & SHEET LA� Y76UT !lFIF/LR MIM ltlF11,PiL W1'N iEl M,FF.RCKR� j1 YYK01 awe+ tH _. CHM BY ESE WE MKK 13, tare PRMW H0. iRR01� _ L1.00 • SENTARYEATMANUm AEDACCEPTAB1EBY . WTAEESARETOBETAGGED VE, ENSURETWD'TREES OFA %CATED OBEJDBSE ON • S,MUSY KFERIA UNIAL PLANT AUi1FAlA1.INSTALIED AYBESUBMTOREMOVAL TOR. IOR CDNDRIDN, OR DISEASE, RDEDBYOWKER'S DIES. CONTACTOWKER'S FROM LOCIOM INDWED 3- PERCRYSTANDARD. ►TRNIS. �77flOWLNof OQGE4SR0. - *WkV a9opftaW*WkVWMm wdplpdmklswmftdm9. Thw0mm bbau Wfwc wbaclwpgm* bd"Pwvo bmmdmNewmall I dbn bB Nlm� � 111m mows LOWER CAMPUS SLOPE, ATP SITE, AND PCH SCREEN LANDSCAPE 0* M6MMIENP=NEAGH.CANmm Ph= Fa PLANT PALATTE LIST AND NOTES w� wcen rwm`aonva wumm mNNKNCwlt WMI0. n YI'KLOa owmw BY CFM B/ APPRDWO IN Im Dw MAY 13, 1008 PRD= No. war N. L1.01 A9,4 ■ MAI L A ON Ph Fs SCHEMATIC LANDSCAPE PLAN wrn OPAWN BY CHM fff Own BY SWX DATE MhY 13. 2MB PMW N. ewer L1.03 I r 11 MAI L A ON Ph Fs SCHEMATIC LANDSCAPE PLAN wrn OPAWN BY CHM fff Own BY SWX DATE MhY 13. 2MB PMW N. ewer L1.03 I Val! it iSTAIRS UN .mm iO'FN01P01BBEAW ter..,.._._...._. Marorxxmparta .tlP h=kM mO *eftWwft 111BMgiW BFYbpl Fgdblm�ud4»yNpaPb. NJ bA�OPFFC'd !lF�YO NIS BWWYIMbgCtlWd FFo hY��b1K bHnll. 0' 10' 20' 40'S scale V-20' -0• prF . LOWER CAMPUS SLOPE, ATP SM AND PCH SCREEN LANDSCAPE 01EIKN00NVE,NEAPLRT6ri!!4! GYPB80 SCHEMATIC LANDSCAPE PLAN M Nm 9 mix= AIlIIOFIFCFVIFitFYlOL Pt J Am WARW BY CHM BY APPWM BY sm BATE WY 13, 4008 PRQw No. a r L1.04 I i i - 0' 8' 16' scale i/SB'�1' -0• 'oaa LOWER CAMPUS SLOPE, ATP S AND PCH SCREEN LANDSCAPE W'E/&vFdtfVJMCA=% 'a SCHEMATIC LANDSCAPE PLAN �N/IpNLN mf9TNV1NL 110'A>h� Nvwl.. ■ aaiN Nrr arix n ar m NNe Won of cMcu W jppw m ar IM WE wr 13,2= pmw ft NININ Nr, . L1.05 Fravo:eutascmenx.� ncEaa� I i it I� 0' 8' SB' 32' �_ -- _® some 1/1 nom LOWER CAMPUS SLOPE, ATP S AND PCH SCREEN LANDSCAPE PCH ELEVATION WEST OF PCH ENTRY AND SECTION Dwo of MK BY APPRM er WE ONE IMY 13, 4008 - P&Q= Nm aMw la L1.46 • u i East of PCH Entry D -D' Q' B' 16' 32'® LOWER CAMPUS SLOPE, ATP S AND PCH SCREEN LANDSCAPE OW x00BOWM1AB M WPAM, DA MW Foc PCH ELEVATION EAST OF PCH ENTRY N/OIa�00fiRtMBI MRI� NIlIL�O @lIfR�YI1i N /l�Am DRW BY CHM BY lPPI n BY ME mm WY 13, mm PRDdE<.4 Ha rages for PCH landscape 7- L1.07 0 Cancer , Center ektg --� ir spwftn til" elope Shrubs 0' 5. 10' 20' scme i•- 101-0• LOWER CAMPUS SLOPE, ATP S AND PCH SCREEN LANDSCAPE orrE iwc case, aBwPaBr er�upr, c� same CONCEPTUAL ATP SITE SECTIONS i wva w mrersr�w. rx u m aP1Ya1 a! Cm= B f IROM BY E" am Pmact as Wr 13. m Asap L1.08 i m FAR pmN@ LOWER CAMPUS SLOPE, ATP S AND PCH SCREEN IANDSCAPE QKHOhO=MKWQRTRWKGAQ= M t CONCEPTUAL GRADING PLAN am BY CWCK BY APPROVED Er( ISSUE DATE MAY 13. 200B PROJECT Na NNNN Mn cl.0 1� u rnia Coastal Commission April 2009 Meeting Agenda to the State of California Home Fame Page 1 of 9 Meeting Rules and Procedures April 2009 Draft Agenda Ex Parts Communications Previous Meetings Meeting Schedule Permit /Appeal Forms Home Page You may view and listen to this meeting gavel to gavel live on the web. When in session, see: • Just the webcast . • Webcast and the agenda In a frames page • Just the audio See the video archive page for previous meetings. You need to have at least version 9 of Windows Media Player installedon your computer. Staff reports linked from individual agenda items below are in PDF (portable document format). Thus, if you have Adobe Reader, you should be able to read and print, If not, you can get it free of charge. To download it, click here, then follow the installation instructions. Please remember that any attachments or exhibits we could not provide here are available for inspection at the offices of the Commission during normal business hours. Oxnard Performing Arts Center 800 Hobson Way Oxnard, CA 93030 (805) 451 -6053 [Phone number will only be available during the meeting] This has been 10:00 A.M. NOTICE WEDNESDAY' The Coastal Commission's monthly meeting APRIL Sr 2009 agenda is now available via the internet. If you wish to receive electronic notification 1. CALL TO ORDER. for Commission meeting agenda, please send your email address to 2. ROLL CALL. CCCmeetingnotice @coastal.ca.gov SOUTH COAST For all other communications, including DISTRICT interest regarding a specific project and a notification request concerning such an (Los Angeles item, please contact the appropriate County) district office to request to be on the mailing list. 3. CONSENT NOTE: Please make sure that you set your CALENDAR. See e-mail anti -spam settings specifically to AGENDA allow receipt of email from the CATEGORIES. coastal.ca.gov domain. a. Application No. 5 -08 -285 (15 Voyage Street, LLC, Venice, Los Angeles) Application Of 15 Voyage Street, LLC to remove mobile construction office trailer from 2,280 sq.ft. lot, and construct 45 ft. high, 4- level, single- family home with attached 3 -car garage, at 147 Via Marina (lot 23, Block 17, Del Rey Beach Traci), Venice, Los Angeles, Los Angeles County. (CP- LB) b. Application No. 5 -08 -348 (Los Cerritos Wetlands Authority, Long Beach) Application of Los Cerritos Wetlands Authority for weed abatement, tree trimming and maintenance of open space areas consistent with habitat and wildlife protection policy, near intersection of Studebaker Road, & Second Street, Long Beach, Los Angeles County.(CP -LB) SAN DIEGO COAST DISTRICT 4. CONSENT CALENDAR. See AGENDA CATEGORIES. httP:// www.coastal.ca.gov /mtgcurr.htm] 3/19/2009 0 11 0 California Coastal Commission April 2009 Meeting Agenda The Coastal Commission cannot receive comments on any official business by electronic mail unless specifically indicated. Any information relating to official business should be sent to the appropriate Commission office using U.S. Mail or courier service. Anyone wishing to communicate with a Commissioner about any matter pending before the Commission should read and abide by the ex parte communications rules. Beach, Orange County.(FSY -LB) Page 2 of 9 a. Application No. 6 -08 -119 (Conoco - Phillips, Carlsbad) Application of Conoco Phillips to remove underground storage tanks, waste oil tank, islands and dispensers, piping and dosed monitoring wells at 895 Tamarack Avenue, Carlsbad, San Diego County. (TR -SD) SOUTH COAST DISTRICT (Orange County) 5. CONSENT CALENDAR. See AGENDA CATEGORIES. a. Application No. 5 -00-221 (Hoag Memorial Hospital Presbyterian, Newport Beach) Application of Hoag Memorial Hospital Presbyterian for landscaping along Pacific Coast Highway, within westerly parking area, and upon upper hillside slope; enhancing existing pedestrian and vehicular circulation, and installing 123 additional parking spaces in area between Advanced Technology pavilion and Cancer Center, at 1 Hoag Drive (Lower Campus), Newport b. Application No. 5 -06-300 (Hurley, Newport Beach) Application of Mr. & Mrs. Robert Hurey to demolish single - family home and construct new 700 sq.ft., 25 ft.- high, 2 -story single-family home with 425 sq.ft. covered loggia, 252 sq.ft. second -story deck and attached 516 sq.ft., 2 -car garage, 348 cu.yds. of grading for site preparation, hardscape and landscape improvements on beachfront lot, including approval of 15 ft. x 30 ft. wide concrete patio and 3 ft. tall perimeter wall within City's oceanfront encroachment area, at 6708 West Ocean Front, Newport Beach, Orange County. (LR -LB) c. Application No. 5 -09 -20 (Hurley, Newport Beach) Application of Mr. & Mrs. Robert Hurley to demolish single - family home and construct new 2,462 sq.ft. 25' high 2 -story single - family home with 119 sq.ft. second -story deck and attached 456 sq.ft. 2 -car garage, 334 cu.yds. of grading for site preparation, hardscape and landscape improvements on beachfront lot, including approval of 15' deep by 30' wide concrete patio and 3' tall perimeter wall within the City's oceanfront encroachment area, at 6706 W. Oceanfront, Newport Beach, Orange County. (LR -LB) SOUTH COAST DISTRICT (Orange County) 6. DEPUTY DIRECTOR'S REPORT. Report by Deputy Director on permit waivers, emergency permits, immaterial amendments & extensions, LCP matters not requiring public hearings, and on comments from the public. For specific information contact the commission's Long Beach office at (562) 590 -5071. 7. CONSENT CALENDAR (removed from Regular Calendar). See AGENDA CATEGORIES. 8. LOCAL COASTAL PROGRAMS (LCPs) See AGENDA CATEGORIES. a. City of Huntington Beach LCP Amendment No. HMS- MAI- 1 -07B. Public hearing and action on request by City of Huntington Beach to amend the Implementation Plan (IP) portion of the Local Coastal Program (LCP) by incorporating changes made by the City over the last few years (2001 - 2007). Changes proposed include: streamline the City's entitlement process; modify affordable housing requirements to be consistent with current State requirements; modify provisions to comply with the Religious Land Use and Institutionalized Persons Ad: (RLUIPA) of 2000; changes proposed to Section 231.20 Bicycle Parking and Section 231.18 relating to parking controls and privacy gates, Huntington Beach, Orange County. (MV -LB) SAN DIEGO COAST DISTRICT 9. DEPUTY DIRECTOR'S REPORT. Report by Deputy Director on permit waivers, emergency permits, immaterial amendments & extensions, LCP matters not requiring public hearings, and on comments from the public. For specific information contact the Commission's San Diego office at (619) 767 -2370. 10. CONSENT CALENDAR (removed from Regular Calendar). See AGENDA CATEGORIES. 11. LOCAL COASTAL PROGRAMS (LCPs) See AGENDA CATEGORIES. http:// www.coastal.ca.gov /mtgcurr.htmi 3/19/2009