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HomeMy WebLinkAboutHOAG_NOTES_MASS_GRADING_TRACT_3852i i I II II I *NEW FILE* i HOAG_N OTES_MASS_G RAD I N G TRACT 3852 1 a1/2 ?id � cgDu 6OviLf.� /a- ato • BUILDING/FINANCE TRANSFER SLIP 0* 010-4610 Building (valuation) .... $ 010-4612 Electrical $ 010-4614 Grading f 010-4616 Plumbing $ 010-4618 Heating $ 010-4622 Pool/Spa S 010-5008 Special Building Fees $ 010-5002 Plan Check - Building S 010-5004 Plan Check - Grading f 010-5000 Zoning & Subdivision Fees $ 010-5812 Sale of Maps & Publications S 010-2405 San. Distr. f5 - Res. - $2350/unit $ 010-2406 San. Distr. 05 - Comm. - $470/1000 sq. ft. . $ minimum $2350 010-2410 San. Distr. 06 - Res. $2350/unit f 010-2411 San. Distr. f6 - Comm. $470/1000 sq. ft, .. $ minimum $2350 010-2415 San Distr. f7 - Res. - $2350/unit $ 010-2416 San Distr. f7 - Comm. . $470/1000 sq ft f minimum $2350 260-5890 Fair Share (Circulation & Transportation Fund) f 270-4672 Excise Tax - Residential f 270-4674 Excise Tax - Commercial S 010-2201 Deposit Fees (Refundable) f 010-2211 S.MITC Fees $ 010-5055 Fire Department Fees (See Schedule) $ 4•921Wldpltp . BUILDING/FINANCE TRANSFER SLIP De 010-4610 Building (Valuation) .... $ 010-4612 Electrical 1 010-4614 Grading 1 010-4616 Plumbing 1 010-4618 Heating $ 010-4622 Pool/Spa 1 010-5008 Special Building Fees $ 010-5002 Plan Check - Building 1 010-5004 Plan Check - Grading 1 010-5000 Zoning t Subdivision Fees 1 010-5812 Sale of Maps it Publications 1 010-2405 San. Distr. 05 - Res. - $2350/unit $ 010-2406 San. Distr. 05 - Comm. - 1470/1000 sq. ft. . $ minimum $2350 010-2410 San. Distr. 16 - Res. $2350/unit S 010-2411 San. Distr. 06 - Comm. $470/1000 sq. ft... $ minimum $2350 010-2415 San Distr. 01 - Res. - $2350/unit f 010-2416 San Distr. 11 - Comm. - $470/1000 sq. ft... $ minimum $2350 260-5890 Transpoair rtation CircFound) oh , 1 270-4672 Excise Tax - Residential 1 270-4674 Excise Tax - Commercial i 010-2201 Deposit Fees (Refundable) 1 010-2211 S4HTC Fees 1 010-5055 Fire Department Fees (See Schedule) 1 Pffifuggnttp 1 11 • BUILDING/FINANCE TRANSFER SLIP 010-4610 Building (Valuation) ... . $ 010-4612 Electrical S 010-4614 Grading S 010-4616 Plumbing f 010-4618 Heating $ 010-4622 Poo1/Spa S 010-5008 Special Building Fees $ 010-5002 Plan Check - Building S 010-5004 Plan Check - Grading $ 010-5000 Zoning & Subdivision Fees S 010-5812 Sale of Maps & Publications $ 010-2405 San. Distr. 05 - Res. - $2350/unit f 010-2406 San. Distr. 95 - Comm. - $470/1000 sq. ft. . $ minimum $2350 010-2410 San. Distr. 96 - Res. $2350/unit S 010-2411 San. Distr. 16 - Carl. $470/1000 sq. ft... $ mininum $2350 010-2415 San Distr. 07 - Res. - $2350/unit f 010-2416 San Distr. 97 - Co.r- $470/1000 sq ft $ minim $2350 260-5890 Fair Share (Circulation & Transportation Fund) f 270-4672 Excise Tax - Residential 5 270-4674 Excise Tax - Commercial S 010-2201 Deposit Fees (Refundable) S 010-2211 SJHiC Fees $ 010-5055 Fire Department Fees (See Schedule) S h12f W I* d Ip • To: Building Department From: Planning Departm Re: Hold on Building Permit Final No Activity: In Plan Check: Active Bldg Permit: Public Works Noted: Plan Checker Notified: AddressL3/j/ 77ea _ Plan Check No. 3 w $G- Jlv Planning Department Comments PRIOR TO RELEASE Of Building Permit Fi a : ✓ • [ ] Park Dedication Fee in the Amount of $ is DUE. [ ] Fairshare Fee in the Amount of $ is DUE. [ ] S.J.H.T.C. Fee in the Amount of $ is DUE. [ ] Coastal Commission Approval of Resubdivision Must Be Obtained. [ ] Parcel Map Recordation: Resubdivision No. Record date [ ] Use Permit Conditions of Approval: Use Permit No. Condition(s) No. [ ] After recordation of the map a building permit change must be processed with the Building and Planning Departments, PRIOR TO FINAL OF THE BUILDING PERMIT, to change the description of the permit to reflect condominium construction, the fee is nominal and payable at the time of the change. Proof of payment of the above mentioned fees may be required at that time if not collected at issuance of the original building or grading permits. Units Demolished rig Department. Units Built CC: _Code Enforcement _Plan Checker F:\WP50\JAY\MEM\BP-HOLD.MEM rev 4-5-90 • • • LEGEND RESULT JONES 1*1 45 (65) *72 TOWER ZONE - MAXIMUM BUILDING HEIGHT 235' ABOVE MEAN SEA LEVEL MICRISE ZONE - MAXIMUM BUILDING HEIGHT 140' ABOVE MEAN SEA LEVEL pAumau ZONE- MAXIMUM BUILDING HEIGHT BM ABOVE MEAN SEA LEVEL. EXCLUSIVE OF ELEVATOR TOWER. MUER Bus - AREAS Ali,C.F AND G - NO BUILDING SHALL CAMPUS•ZONE - EXCEED THE HEIGHTOF THE EXISTING ELOPE OR THE RANGE OF MAXIMUM BUILDING HEIGHTS INDICATED. SUB -AREAS D AND E - MAXIMUM BUILDING HEIGHT 57.5 FEET ABOVE MEAN SEA LEVEL BuILDING HEIGHT SUB AREAS TYPICAL RANGE OF BUILDING HIEIGHt ABOVE PROPOSED GAME TYPICAL RANGE Of MAXIIAUM BUILDING HAMM MEAN SEA LEVEL (MLA AVERAGE SLOPE ELEVATION DEVELOPMENT CRITERIA HOAG-MEMORIAL HOSPITAL PRESBYTERIAN__ OTHER DESIGN ELEMENTS ACCESS MITERNAL CIRCULARON OA ACRE VIEWPARK CONSOMME° OM Ames HMI SAT TO% OF FRONTAGE ALARM LINEAR MY/PARK1VMM ZONES A MO 8. SHALL PROVIDE OPEN VIEW 031TRIDORS BETWEEN BUILDINGS MY WIDE UNEARVIEWPARK 0.52 ACRE MIRO SA/ JL ar LIMMUM BUILDING SETBAOC V MOM sutumG st-maac PLUS ARICtILATIoN AT SS' ANO CV SERVICE ACCESS POWER PLANT / BUILDING EDGE OF OR MISTMG BUILDING, MAMMA PRIMARY EtaRT 10MINIMUM BUILDING SETBACK SIGNALIZED Lobo ILINIMum suiLDING SETBACK PLUS ARTIOMAIION AT za• AND TS 119 ..... 11:r iMNIMI.11/ ilAUIUMB ::1: 10?EraAa CC 1(1! /44 ..411tital1111141; antS_LAILLS MNINFISIII1 a 2 . ,..1,... IMPS. arIAMMIN1111•11nieri it illlingkrall 1111111111141 Ma BIM in Ifl1BRIfra 'gilt ittrklial%.11 _ MaN1911". ...1111111.1.-1.1,11fl :Cat Ifl111111/1 It imeinimm••• ..... Ellen/LIS:::: 1:MilIt1=19 Wilt116Tr1111relL11 •01EN6111111M1 AN . Rai .... 2..tmEssimm worm' mown 000.0k :111tI1ill MMMMMM IIIIEMIldlilf 'IMES MMMMMM 0622/11S11/ 1111:1111•11111111111.1111111031r ' 'PER MMMMM IMENEMIIIMIAPF 111111 MMMMM MIIIIIIIIMI r 4 MMMMMM =M24111P 3 OEMS/ZIP supe.-aw 1117611111r EX14181T 3 VSA 15 May 26, 1992 t A • • Design 130 Vertical Lamp, High Performance, Spider Mount, Post -lop, Round Luminaire for Medizjat to High Mounting Heights -400 to 2,000 Watt ❑ New irvatsreflector hzes e indue!�sbest available �ngwith� fixturesandpoles. 0 The domed top, one-piece spun aluminumhousing's. stylish reveal enhances andblends with the curvtlfne§r shapes of contemporary architectural styles. CI Function oriented engineering and quality conetructibn reduces installation and malntenancecosi,. Distribution Patterns: TypeVR Type VS Rol] Consult page38-39 for spedllcpholomeblcdata. type 3 Type F Specifications: Hsuatag:Eachfleeign130domed lop, one-piece, reinforced housing shall be constructed of heavy- gaugespun aluminum. Thereshall be no seams, weld beads or other visible disturbances to the hous- ing'ssmoolhsudace. Asleek cir- cumterentlal revealshaltbelocated one thl rd from da housing bottom. All Internal and external Threaded hardware shall be stainless sleet. Thetlxtureshallbeu,L.Ilsled'bult- able Iorwa locations' Lean FnesTheheavy-duty roved aluminum lens Irame shall be hinged to the housing with twin stainless steal piano hinges and securedwlth four flush mounted, vibration resistant, captive, screw type fasteners. Lenet The convex thermal an stack resistant glass tens shall seal ibthetenstraneandsecur wnhsixrelilnerclips. Oval Saskettngi The lens shall be paskited to the lens frame with extrudes) butyl acrylic tape sealant; Thera hameehallbegasketed id t aboo:IngleintemalreSKorcemall ring with silicone Impregnated Dacrongasketing. Iastallatiee: Mt Deston 130'a Isns frame assembly alall bd welded to an extrudedaluminunx spidertypeniounlingeasemblyand a cast aluminum slipliher. Tha assembly shalisltptita2.375'0,D,i x 4.6' tenon. The unwired mount-; ing assembly's cast aluminum post -tog !Marshall haves remove; able top *allowing the Installer: to complete power simply wiring after the luminaire has been set atopllspcle. Refteateelysterru Each olecbo- brightened, anodized and sealed aluminum reflectorshall bemount- ed 10 a one-piece reflector mask which shall be hinged to the haus- Ing fonaseolaccess to Iheballasl compartment. The reflector mask shall hold aporcetain lampholder and en insulated lamp support. The optical system shall be luny enclosed. Design 130 shal I beaval h able with the fallowing reflector systems;1) Type VS- squaredlstrl- button, vertical lamp, 16 panel reflector(8seml-speculardinused, 8 hammertone specular); 2) Type VA - rectangular distribution, ver- tical tang, l0panel reflector(ham- merlone specular); 3) Type F • larward throw distribution, hori- zontal lamp, die -formed reflector (specular};4)Type3-asymmebkal dietributlpn, horizontal lamp, len panalrellector(seml•specular),AII photometric data shall be Miffed by an Independent testing facility. Ballast:All CWA ballasts +10% to -10% lamp power regulation) shaltbehey mounted andsupplled with quick -disconnects. Ballasts shall be rated for -20 degree F operation. Flnlaas The fixture shall be pre - Treated, primed, baked, covered witha high solids polyester finish and baked again. (Standard finish Is dark bronze-313.) The double baked finish shall meet or exceed all AAMA requirements for 1,000 hoursaltsprayexpdsure.Optional anodlzedMOMS shall beapplled aver brushed aluminum surfaces ofauniiormgrain. ZO Z 'd 2T:01 9661'10'80 'oossn a rraznoarnua Woad 4 a • •**aNas** Dimensional and Physical Data: DIMENSIONS: PNOJECTEDAREA(EPA) A 29.E 2.88 sq, IL C 10.00' D 3,50' E 12.00' WEIGHT: MAXIMUM LAMP WATTAGE: HPS 1000W 79 bs. MH 1000W Tenoqnn Fitter 2' I.D. (2.375' 0.D.) x 4.50'. For mounting to pots haul a? pipe tenon. Pde not included. See Pole 8ec�on of catalog for ordering details. Ordering Information: MNOEMNN IXAMPLe: i860411 Nn late rrneez-ru (Oiapn at rlpht describes sequence In this example,) Tide example illustrates the standard ordering sequence. Bach put of the ordering number Is chosen from the appropriate column in the ordering chart below. The number in the example designates a-Dedgn 130 fixture, 29 inch housing with spider arm post -top mounting, lowed vertically led Type VR diatdbuUon, 1®0 watt high. prakue sodium single hpg277 volt CWA ballast, dark bronze mid For lepole ordering information, see Pole Index page 44. DESIGN SIZE DISTRIBUTION LAMP LAMP it DESIGN I 92E DISTPo : ON LAMPTY LAMPWA AGE PRIMARY MALIAST VOLTAGE FINISI OPTIONS if 1 VOLTS OPTIONS 13e 29 VR,VS 3 F 1000Wmax. 1000Wmax. 120, n 240 277,480 IlLETRICALI PMPhoto Cell and Receptacle PO -Single Fusing 12ov/277V • Film Double Fusing up tc 480V l MM. Double Fusing Ntt.thcuseSideShldela-d lie FgRMass Lwts PtALSH: CC s Custom Colors (Sped&) M. Anodize (Specify Color) Wet Flatgless Iene mailable upon request diadirrzWinat 11533MekoeeAv, Fr Prk,IL80131 jful.,MICENCMNMSINCN1feMC 29 >FROM DRVIDOVICH & ASSOC. • 1 Fixture • 2 Maltose 3Pbdures 4 Fixtures 0 • a Dimensional and Physical Data: DIMENSIONS (Inches): 129-20 129.2E 129.29 A 20 25 29 20 8 10.5 10.0 10.0 10.5 C 5.25 3,60 4.70 3.26 D NA 3.50 3.50 NA F. 12,5 12.E 12.5 10.6 F 6,25 8.25 6.25 -- G 6.50 5.60 5.50 - H (Pipe 0. D,) 2,375 2.376 2.376 - 1 Mahan: arm for use Ohl 1 or 214twes mounted at 180'. Mounting 2 fixtures M ern, or 3 or 4 Nuns ages' 12.6` Ions mu Pd aluminum wm-apedty LA pn options below). WEIGHT (Pounds): 129.20 129.25 129.29 130,20 130-25 130.21Q 38 81 81 I 40 63 70 ; PROJECTED AREA (EPA- Sq. Ft): 129-20 129.26 129-29 180.20 130.26 130.21) 1.10 2.20 3.07 1.60 220 2.06 3.20 4.40 8.14 - - 4.25 5.10 7.08 - - 4.60 7,00 9.82 - - 130.20 100-26 190-49 26 29 10.0 10.0 3.50 4.70 3.60 3.50 11.7 12,0; - MAXIMUM LAMP WATTAGE: 129-20 129.25 129.29 130-20 130.2E 13D-2i HPS 150 760 1000 100 760 1000! MH 250 400 1000 20D 400 1000: 08.02.1996 13. Design 129 with 811p Fitter VW.- Eternal SWAlin MIS a IN PIpa67a'Inwt Design 130 A 0 Ai 130.20 & 130-25 130-29 only P. 3 Ordering Information: ORDERING EXAMPLE: 129.25-VR•HPS-750-277-DBPD ) • • • • (Diagram at right deebribes sequence In this example,) This example Illustrates the standard ordering sequence. Eau h part of the ordering number N chosen from the appropriate IxJI• umn In the ordering chart below. The number In this exempted* 1- Ipnates a Design 129 arm -mounted fixture with standard arm, 2 6" slue, with Type VR distribution, for use with a 760 watt HPS lam D, 277 volts, tlnlehed In park bronze, with optional single fusing. For pole ordering Information, see Pole Index. 129 25 VR HPS 750 277 DS FD DESIGN SIZE DISTRIBUTION LAMP TYPE LAMP WATTAGE PRIMARY BALLAST VOLTAGE FINISH OPTIONS DESIflN SIZIE INSURIOUTION 1 AMI' HPS t Af,i P VOLTS OPTIONS MH 129 20 3,V,F 130 3,V,F 3, V, F 3 (Only) 25 VA, 1. 3, F VR,1,3,F VR,1,3,F 29 VR, VS, 3. VR, VS, 3,F 100W * • 160W*: 250W .' 400W : 750W ; 750W 1000W } 179W and mar use medium base cookies- not available in 400V, $ I50W MH UN& Ventura Tamp with 175W MH Ballast, ' wow* 150W 4 250W 250W 400W 1000W 120 208 240 277 4$0 e0 Na pep its ono ESP rUral* Fitter Cw6 Ctliwall6raebt LA La19AnnPa2SIKo,6w4 ELECTRICAL: POT Phew al arm** FO POD Deut4Iu*bigsle Ming 1� FDFD Dottie fusing 2TMV1240V *, OPTICAL: Design 129 Mounting Options TPt- 76.- TTsnonr �� • Round enoonnExtxt:mu Adapter Adapter31ipfftter 4YADwaen al JJI tIphu ng Wrap. Inc. P039 698 606 : 'ON 310-Id :tT 966t'2 '9ffJ owe Beset 1�ca ;Pf��aP� Micros FINISH: (9IiMIMJ .ew wn u 6et Pa cuey MIR Carom Paint sad Madlxrd PISS wastes. 11510 MaeeraAya. Fmn*M Pant It 60131 Phna(Mn411.00to u'Ax(M7)a51•e7a .1.60dd1S 3SdS S't : 1Ld4 Pe ,s -96 sora RESIDE tella IAL ZC`% NPNG CORRECTICNO �. �/ Plan Check No: S65- 9^9-C7 Telephone 4 1.a4 6443900 By:Genia Garcia, Associate Planner �% �-7 / By:Christy Teaaue.auAssociate Planner Date: `7'-/ / -S% Address: A/ O.0 By: �� s1t-a�f / By:Marc Mvers, Assistant Planner Districting Map No. Corrections Required: Legal Description: Lot Land Use Element Page No. Block Verify legal description with Public Works Covenant required. Please have owner's document and return to me. Lot Size Zone No. of Units Allowed Proposed Buildable Area Maximum Structural Area Section Tract signature notarized on the t ached. (Area including exterior walls, stairway(s) on one level and required parking). x buildable area. Proposed Structural Area: x buildable area. Provide tissue overlay of caldulations verifying proposed square footage. Open Space Area cu.ft. (Volume of space equal to buildable width x height limit x six). This area must be at least six feet in and. direction (6'x 6'x 6'), and open on at least two sides, or one side and one end, unless otherwise specified in Zoning Code. Required Setbacks Front Rear Right Side Left Side Note: The following may not be permitted to encroach into required setback: Balconies Fireplaces Decks Bay/Garden Windows Others Remarks: 1. Provide floor plan(s), fully dimensioned, showing all room uses. 2. Provide plot plan, fully dimensioned, showing: location of all buildings, and distance to property lines. distance from face of curb to front property line (verify with Public Works) second and third floor footprints (if applicable) all projections (i.e. fireplaces, bay windows), label distance(s) to PL(s) Height Limitation Measured from natural grade to mid -point of roof. Code allows an additional 5'0" to the peak of the ridge height. Dimension all elevations from natural grade to: mid-point(s) of roof plane(s) ridge(s) of roof plane(s). Remarks: Label natural grade and finished grade on all elevations. Distance between buildings Maximum Coverage Rsouired Parking: clear inside minimum dimension 9'-4" x 19' single space 17'-6" x 19' two spaces 8' x 16' third/fourth space(:) Label clear inside dimensions of provided parking spaces 2s demolition proposed? Number of units to be demolished - Fairshare Contribution San Joaquin Hills Transportation Corridor Fee Park Dedication Fee SPECIAL APPROVAL REQUIRED THROUGH: Please indicate any discretionary approval numbers on the plans and incorporate the attached; excerpt of minutes and list of findings and conditions into the blueline drawings approval letter into the blueline drawings Modifications Committee: Indicate Approval No. on Plans Modification required for planning commission/City Council: Use Permit: No. Variances No. Reaubdivision/Tracts No. Site Plan Reviews No. Amendments No. Other Public Works: Easement/Encroachment Permit Subdivision Engineer Traffic Engineer Approval of Landscape Plans Significant Links Duildina Departments Grading Engineer Parke Departments Approval of Landscape Plans Coastal Approval Recuired: Exempt, Because Categorical Exclusion No. (C.E.O.) Effective Date (Notes Building permits may be issued 10 days following issuance of C.E.O.) Approval In Concept (AIC) No. (Notes File 3 sets of plans: site, floor, and elevations) Waiver # Effective Date Coastal Development Permit No. Effective Date Miscellaneous 3. Chimney (and chimney caps etc.) heights permitted only as required by U.B.C. or manufacturer specifications. 4. Poole, spas, walls, fences, patio covers and other freestanding structures require separate reviews and permits. 5. Association Approval (Advisory). Issuance of a Building Permit by the City does not relieve applicant of legal requirement to observe covenants, condi- tions and restrictions which may be recorded against the property or to obtain community association approval of plans. RENARXB1 NOTE: It is the responsibility of the applicant to circulate their plans and obtain the necessary approvals from the departments checked above. If you have questions regarding your application, please contact me at (714) 644-3200. FORMS\RES.ZOM.COR HOAG' HOSE` Hoag Memorial Hospital Presbyterian One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 Phone 714/645-8600 August 18, 1997 Ms. Genia Garcia Associate Planner City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92658-8915 Re: Hoag Project Number 1252.32, UC Hoag Master Plan Subject: Paleontological Investigation, Lower Campus Parking Lot Dear Ms. Garcia: aGUWu�.I0 - • 44ANNING DEPARTMENT r;IT i OF NEWPOR`i BEACH rtlia 2 1997 7 181911011111211i213i41516 A As you know, the Final Environmental Impact Report for the Hoag Master Plan contained a number of mitigation measures. One of these mitigation measures (number 22) relates to paleontological resources and states: Prior to the issuance of grading permits, an Orange County certified paleontologist shall be retained to, and shall, monitor the grading activities. The paleontologist shall be present at the pregrading conference, at which time procedures acceptable to and approved by the City for monitoring shall be established, including the temporary halting or redirecting of work to permit the evaluation, and possible salvage, of any exposed fossils. All fossils and their contextual stratigraphic data shall go to an Orange County (emphasis added) institution with an educational and/or research interest in the materials. During the grading for the Hoag Cancer Center, paleontological monitoring was undertaken and the results of that monitoring were presented in a report entitled, "Final Report on Paleontological Monitoring, Hoag Hospital Cancer Center, Newport Beach, Orange County, California" (December 1989). That report documented fossils recovered during grading for the Hoag Cancer Center, and stated that the final repository for the recovered fossil material was the Orange County natural Historyy Foundation. Enclosed is a copy of a report entitled, "Hoag Hospital Lower Campus, Newport Beach, Orange County, California Paleontological Resource Impact Mitigation Program, final Technical Report of Findings" (August 1997). This report documents the paleontological monitoring and fossil recovery program undertaken in conjunction with grading activities associated with development of the Lower Campus Parking Lot. The grading program for the Lower Campus Parking Lot extensively altered the majority of the manufactured slope on the Lower Campus (created by CalTrans during the 1960's when earth was removed from the Lower Campus for use in freeway construction). The Natural History Museum of Los Angeles County was given fossils recovered in conjunction with the Lower Campus Parking Lot grading program. The City's Paleontological Guidelines (Council Policy K-4), in part, state the following: If determined to be necessary by the Environmental Coordinator, it shall be the responsibility of the landowner or developer prior to the commencement of land development to cause the proposed site to be examined to determine the existence and extent of paleontological resources... Based on the report and recommendations of the observers, the City shall take steps as are necessary to assure that any findings or sites are recorded, preserved and protected. These steps may include requiring the landowner or developer to incur reasonable (emphasis added) expenditures of time or money, encouraging the involvement of appropriate volunteer or non-profit organizations or acquisition of the sites by public or private agencies... YtA A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OP HEALTHCARE ORGANIZATIONS treedlo Ammeenscart Ms. Genia Garcia August 18, 1997 Page 2 Hoag Hospital is requesting that further paleontological monitoring of Lower Campus development not be required. The Hospital is making this request based on the following: 1. Hoag has undertaken two thorough paleontological evaluations and fossil recovery programs required as part of development of the Cancer Center and the Lower Campus Parking Lot. These evaluations have produced a sufficient data/fossil base to adequately document Lower Campus fossil resources. Additional investigations, as Lower Campus development proceeds, would result in a redundant effort. 2. Although the FIER for the Hoag Master Plan requires that paleontological resources go to an "Orange County" institution, the recovered fossils were sent to Los Angeles County. According to the Chambers Group, which prepared the paleontological report for the Lower Campus Parking Lot, no Orange County institution would accept the fossils obtained from the Lower Campus. Hoag Hospital should not be required to continue paleontological resource recovery if there is a lack of scientific institutions interested in any recovered fossils. 3. Council Policy K-4 requires that a landowner "... incur reasonable expenditures of time and money" for paleontological monitoring and resource recovery. A significant financial expenditure has been incurred by Hoag Hospital as part of the Hoag Cancer Center, and more so as part of the Lower Campus Parking Lot. Costs incurred as a result of additional paleontological monitoring would not be "reasonable." I would appreciate your review of Hoag Hospital's request regarding future paleontological monitoring in light of the above factors. Please call me if you need additional information or if you have any questions. Sincerely, Leif N. Thompson, AIA Vice President Facilities Design and Construction LNT:ksc Enclosure c: File: 1250.16-36.31-MM 22 Peri Muretta, Consultant Michael McLane, Taylor & Associates Architects File: 1252.32-36.31-MM 22.doc 3 REGALO DRIVE MISSION V I E J O. CALIFORNIA 9 2 6 9 2 714/588-6090 Chambers Group® Environmental Consultants Scientists Planners Engineers August 7, 1997 (5201) Mr. Leif Thompson, Vice President Facilities Design and Construction Hoag Memorial Presbyterian Hospital c/o Ms. Peri Muretta, Consultant 3 Regalo Drive Mission Viejo, CA 92692 Subject: Archaeological Monitoring of Hoag Hospital Lower Campus Parking Lot Project Dear Mr. Thompson: As required by Mitigation Measure 4-1 for the Hoag Hospital Lower Campus Parking Lot Project, an Orange County certified archaeologist was retained to serve as Project Archaeologist, attend the pre -grading conference, and supervise the monitoring for archaeological and historic resources. I, Roger Mason, served in that capacity. I attended the pre -grading conference, held at the job site on July 19, 1996. At the pre -grading conference I introduced the Archaeological Monitor, Diane Reeves. I also informed the construction manager and the grading contractor that the Archaeological Monitor has the power to temporarily divert grading around any cultural material (prehistoric or historic) that is exposed by grading. Grading would be halted around the find until evaluated by the Project Archaeologist and appropriate mitigation had been implemented, if necessary. Grading monitoring of the upper three feet of' the bluff was performed full time, and on the rest of the soil on the property, monitoring was performed half-time. The Archaeological Monitor was Diane Reeves, who has extensive previous experience monitoring for both archaeological and paleontological resources. She attended the pre -grading conference on July 19, 1996 and a safety meeting regarding the precautions to be taken with respect to the potential for hydrogen sulfide and methane gas on the property on July 23, 1996. Monitoring for archaeological resources was performed between September 9 and September 26, and the week of November 11, 1996. Corporate Headquarters 17671 Cowan Avenue, Suite 100 Irvine, CA 92614 (714) 26I-5914 Fax (714( 261-8950 e-mail: cgiirvineeaol com Inland Empire 8920 Limonite Avenue, Suite 309 Riverside, CA 92509 (909) 276-8344 Fax: 1909) 276-0923 e-mail: cginverElaol.com A Certified Disabled Veteran Business Enterprise (DVBE) • No cultural material, either prehistoric or historic in origin, was observed during monitoring. Mitigation Measure 4-1 has been successfully implemented and no additional work to mitigate impacts to archaeological or historical resources is necessary for the Hoag Hospital Lower Campus Parking Lot Project. Sincerely, CHAMBERS GROUP, INC. Roger D. Mason, Ph.D., SOPA Project Archaeologist Cchambers Group® • • CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 June 2, 1997 Mr. Earl G. Richards, A.I.A. Fields and Devereaux 116 North Robertson Blvd. Los Angeles, California 90048 RE: Temporary Trailer at Hoag Hospital Dear Mr. Richards: In answer to your request, and after review of the proposed placement of a temporary trailer in the emergency parking area, staff has concluded that the temporary use of a trailer for X-ray purposes is in compliance with the Planned Community Development Criteria and District Regulations for Hoag Hospital, and zoning regulations of the City of Newport Beach. As was discussed and stated in your letter, the temporary trailer will be in place for approximately 60 days, after which, the parking spaces at this location shall be restored to parking use. If you are in need of further assistance, please do not hesitate to contact me at (714) 644-3208. Sincerely, e is Garcia Associate Planner 3300 Newport Boulevard, Newport Beach • • 1 hoag-2.doc Edwin and Helene Cowan 270 Cagney Lane, #311, Newport Beach, CA 92663 Telephone (714) 548-8054 May 5, 1997 Leis Thompson, Administrator of Facilities Hoag Presbyterian Hospital 301 Newport Blvd., Box Y Newport Beach, Ca. 92658-8912 REut vWu't ='L.ANNING DEPARTMENT :1TY OF NEWPORT BEACH MAY 0 91997 7 18191101111121112181415 6 Dear Mr. Thompson, We want the dust hazard created by Hoag mitigated, Dust from loose soil on your property is being sprayed in the air by winds that occur frequently in our area. The damage caused by this dust is unacceptable. We have lived at Villa Balboa since 1992. Prior to your excavation, we had no dust problem. The soil on your undeveloped property was sufficiently fertile to be held in place. Since your excavation we have been afflicted by insidious airborne dust particles causing breathing problems as well as property damage. The property damage is related to dust coating the interior of our home causing premature damage to our furnishings and painted wall surfaces. The dust must be constantly cleaned off at considerable cost to us. We have been told by Hoag that the dust problem is an "Act of Nature". We claim the problem has been caused by Hoag by removing and selling all of the fertile top soil on this acreage adjacent to our home. We ask that Hoag Hospital take immediate steps to correct this air pollution problem. Failure to promptly respond to our request will cause us and other residents to take appropriate multiple legal actions in small claims court. Hoag is in violation of Rule 403 of the air pollution district related to air borne dust migrating off your property. Photo evidence will be collected and dated when winds occur. The AQMD will be advised at the same time to re -inspect your property for rule violations. We hope that Hoag will be responsive by correcting this condition in the very near future. Please advise us how and when you will correct this problem to avoid further complaints. 1 Very truly yours Edwi / dowan Helene B. Cowan cc: 1)Villa Balboa Board of Directors 2)Gina Garcia, City of Newport Beach, Planning Dept. 3)Dan Russell, Inspector, AQMD April 24,19997 Ms. Genia Garcia Planning Dept. City of Newport Beach 3300 Newport Blvd. P.O.Box 1768 Newport Beach, CA 92659-1768 Subject: Temporary Trailer,Hoag Memorial Hospital Presbyterian Dear Ms. Garcia: Hoag Hospital respectfully requests approval of the placement of a temporary trailer to be located in the emergency parking area. Please refer to attached drawing A-1. The trailer will be used for patient X-ray procedures for a period of approximately 2 months beginning on or about June 1, 1997. The trailer measures 8'x 45' and is 360 S.F. New concrete footings will be constructed to support the load of the trailer and contents. A temporary electrical service will provided from the hospital main electrical room. This trailer will provide the same patient service during the period when the hospital remodels the existing procedure room and upgrades the X-ray equipment where this service is presently being provided. Please call should you require any additional information. Sincerely, Earl G. Richard ' A.I.A. cc: Leon Roach; Hoag, Steve Lopez, F&DA f:\projects\96066\docsUetters\4-24-97\Garcio.doc Hammel Green and Abrahamson, Inc. Architecture • Engineering • Interior Design 1201 Harmon Place Minneapolis, Minnesota 55403-1985 Telephone 612.337.4100 Telefax 612.332.9013 • •rA �UV/\ 26 March 1997 Ms. Gina Garcia Planning Department City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92658-8915 REaVED BY PLANNING DEPARTMENT CITY OF NEWPORT BEACH APR 1.7 1997 7 1819 0)111112111213141516 Re: Gamma Knife Installation at Hoag Hospital HGA Commission Number 1724.001.00 Dear Ms. Garcia: WRITER'S DIRHCT DIAL NUMBER 612/337-4344 I have enclosed a shop drawing and schedule of events for the temporary hot cell that is going to be located in the small parking lot to the east of the main entry at Hoag Hospital. A small site plan is enclosed for your review. We anticipate that the contractor will require 30 days to construct the temporary cell, transfer the radiation sources, dismantle it and restore the parking lot. The general contractor will be pulling a permit on this activity in approximately one month. I need a letter from your department stating (for the OSHPD review) that this temporary use is approved under the zoning regulations in Newport Beach. If you have questions on our installation, please feel free to contact me. Sincerely, HAMMEL GREEN AND ABRAHAMSON, INC. 6'H•t To r14 Peterson, AIA Project Manager Enclosure TEP019H.WP6;ys CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 April 9, 1997 Mr. Thomas E. Peterson, AIA Associate Vice President Hammel Green and Abrahamson, Inc. 1201 Hammon Place Minneapolis, MN 55403-1985 RE: Gamma Knife Installation at Hoag Hospital Dear Mr. Peterson: It was a pleasure to meet with you today. After review of the proposed Gamma Knife Installation, staff has concluded that the proposed temporary hot cell project is in compliance with the Planned Community Development Criteria and District Regulations for Hoag Hospital, and zoning regulations of the City of Newport Beach. As was discussed and stated in your letter, this temporary structure will be in place for approximately 30 days, after which, the parking lot shall be restored. I look forward to receiving a set of plans for our permanent record. If you are in need of further assistance, please do not hesitate to contact me at (714) 644-3208. Sincerely, Gehia Garcia Associate Planner •C1 w 1 {`01 Thomas E. Peterson AIA Associate Vice President 0 Hammel Green and Abrahamson, Inc. Architecture • Engineering • Interior Design 1201 Harmon Place Minneapolis, MN 55403-1985 Telephone 612 • 337.4344 Pager 800 • 317.4916 Telefax 612 • 332 • 9013 Internet TPeterson@email.hga.com 3300 Newport Boulevard, Newport Bach • • 26 March 1997 Ms. Gina Garcia 114 - (044 - 32os Planning Department g Qvv,.4 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92658-8915 Re: Gamma Knife Installation at Hoag Hospital Dear Ms. Garcia: minrt DIRECTDIALM74m8R 612/337-4344 I have enclosed a shop drawing and schedule of events for the temporary hot cell which is going to be located inthe small parking lot to the east of the main entry at Hoag Hospital. A small site plan is enclosed for your review. We anticipate that the contractor will require 30 days to construct the temporary cell, transfer the radiation sources, dismantle it and restore the parking lot. The general contractor will be pulling a permit on this activity in approximately one month. I need a letter from your department stating (for the OSHPD review) that this temporary use is approved under the zoning regulations in Newport Beach. If you have questions on our installation, please feel free to contact me. Sincerely, HAMMEL GREEN AND ABRAHAMSON, INC. Tom Peterson, AIA Project Manager Enclosure TEP019H.WP6;mmk • H•G•A Hammel Green and Abrahamson, Inc. Architecture • Engineering • Interior Design 1201 Harmon Place • Minneapolis, Minnesota 55403-1985 ♦ 812) 33774190 • (FAX 332M9913 • m•vww.mw.vw••• � � •v � m • .N�rwry nx.. va+ury �NCnv.wMwmw.x wr Nva .•v. m.».vnvvvv m 5 T RA N S MI T T A L To: MS. GINA GARCIA PLANNING DEPARTMENT CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH CA 92658-8915 We forward the following: Letter, shop drawings and schedule Remarks: From: RECEIVED BY ENT PLANNING CITY f NWPOREH OM 21.1997 AM PIA '118t90i1102t112131Q1516 i Tom Peterson Date: 26 March 1997 Project Hoag Hosp. Gamma Knife Commission Number: Via: First Class Mail Ovemight Express 3-Hour Courier 1-Hour Courier Direct Courier United Parcel Service Fax: Pages to follow: Copies to: Correspondence File Contract File Shop Drawing File Those Listed Below: 1724.001.00 X Form Encl X 612/337-4344 Hammel Green and Abrahamson, In• • Architecture • Engineering • Interior Design 1201 Harmon Place Minneapolis, Minnesota 55403-1985 Telephone 612.337.4100 Telefax 612 •332.9013 ILL A mot I 26 March 1997 Ms. Gina Garcia Planning Department City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92658-8915 Re: Gamma Knife Installation at Hoag Hospital Dear Ms. Garcia: »R178R5DIRELTDLILNU.ImRR 612/337-4344 I have enclosed a shop drawing and schedule of events for the temporary hot cell which is going to be located in the small parking lot to the east of the main entry at Hoag Hospital. A small site plan is enclosed for your review. We anticipate that the contractor will require 30 days to construct the temporary cell, transfer the radiation sources, dismantle it and restore the parking lot. The general contractor will be pulling a permit on this activity in approximately one month. I need a letter from your department stating (for the OSHPD review) that this temporary use is approved under the zoning regulations in Newport Beach. If you have questions on our installation, please feel free to contact me. Sincerely, HAMMEL GREEN AND ABRAHAMSON, INC. 6�M To Peterson, AIA Project Manager Enclosure TEP019H.WP6;mmk t • • I/1 A IUV/I Thomas E. Peterson AIA Associate Vice President Hammel Green and Abrahamson. Inc. Architecture • Engineering • Interior Design 1201 Harmon Place Minneapolis. MN 55403-1985 Telephone 612. 337.4344 Pager 800.317.4916 Telefax 612.332.9013 - Internet TPetersoneematl.hga.com 6 3 7--6 G ro BUILDINGCE TRANSFER SLIP Date: 010-4610 Building (Valuation) .... $ 010-4612 Electrical 1 010-4614 Grading S 010-4616 Plumbing $ 010-4618 Heating S 010-4622 Pool/Spa S 010-5008 Special Building Fees f 010-5002 Plan Check - Building $ 010-5004 Plan Check - Grading f 010-5000 Zoning & Subdivision Fees $ 010-5812 Sale of Naps & Publications $ 010-2405 San. Distr. 05 - Res. - $2350/unit f 010-2406 San. Distr. f5 - Comm. - $470/1000 sq. ft.. $ minimum $2350 010-2410 San. Distr. f6 - Res. $2350/unit S 010-2411 San. Distr. f6 - Comm. $470/1000 sq. ft... $ minimum $2350 010-2415 San Distr. f7 - Res. - $2350/unit $ 010-2416 San Distr. 17 - Call. - $470/1000 sq. ft. S minimum $2350 260-5890 Fair Share (Circulation & Transportation Fund) $ 270-4612 Excise Tax - Residential f 270-4674 Excise Tax - Commercial f 010-2201 Deposit Fees (Refundable) $ 010-2211 SJHUC Fees S 010.5055 Fire Department Fees (See Schedule) S 6•p2f16tdotllp February 28, 1997 Mr. Charles M. Dabney • 200 Paris Lane, #111 Newport Beach, CA 92663 SUBJECT: Hoag Hospital Lower Campus Development Dear Mr. Dabney: As a follow-up to your letter, I would like to update you on some of the issues that you have outlined and where we are in resolving some of those issues. As I have mentioned in several of our phone conversations, the City is aware of the glare from the light standards that have been installed on the lower campus. The City's Code Enforcement Officer, Jim Sinasek, has been to the sight and had discussions with the site contractor and Mike McLane, the engineer working on the development. Hoag Hospital has agreed to turn off the lights starting at 6:00 p.m. until the glare issue can be resolved. One of the things that the manufacturer of the lights is working on, is to produce a shield for the light source. I can assure you that we will make every effort to get this problems resolved. In response to the additional dirt that is being removed, the Building Department and myself met with Mr. McLane in order to review another change to their approved grading permit. They are proposing to remove additional cubic yards of dirt behind the child care center, which should just about fmish their dirt removal. I realize that the trucks and noise are very disruptive, and I can only hope, that the Hospital shall be finished soon, so that the City can landscape the linear and view park and the residents can get back to a more peaceful and quieter environment. If you have any questions regarding the view or linear park, please feel free to contact Lloyd Dalton in our Public Works Department. If you have any questions or are indeed of assistance, please feel free to contact me. • • Sincerely, PLANNING DEPARTMENT Genia Garcia Associate Planner CC: Jim Sinasek, Code Enforcement ', 1 • • CHARLES M. DABNEY 200 PARIS LANE, #111 NEWPORT BEACH, CA 92663 (714)646-5438 January 6, 1997 Ms. Genia Garcia, Building Department CITY OF NEWPORT BEACH 3300 Newport Blvd. Newport Beach, CA 92658-8915 SUBJECT:VIEW PARK & HOAG LOWER CAMPUS DEVELOPMENT Dear Ms. Garcia: :.ANNING DEPARTMENT T'Y OF NEWPORT BEACH JAN 101997 7 819imi111121112I3I41516 Developing the subject projects for the Hoag Hospital 20 year plan has taken a lot of effort and time and we are certain will continue in satisfactory increments. However, the little Gremlins are still hard at work to make changes or limit's that can be annoying to some of us. Everyone involved herewith certainly is aware how much the views from the bluff are valued by those of us who utilize the view facilities. A recent aggravation is the glare from lights on the new western parking lot. They greatly exceed the necessary height and lighting requirements. They should be removed or reduced in height. The lights on the eastern parking lot in front of the Cancer Center are reasonable. Perhaps, since they are to be removed in the near future to make room for the Hoag Administration and Parking structures, they could be utilized in this western lot. Another consideration is the grading of the View Park at the wider western section. We request that removal of up to four feet of the top soil be made to allow as much view of the ocean as possible from the concrete pathway. Following the.contour of this pathway with proper consideration of the view and drainage, is a requisite. Please advise me when further information is available. Thank you. Very truly yours, (- 4:%gee Charles M. Dabney cc. Ms. Jan DeBay, Mayor City of Newport Beach Villa Balboa Association Attn: Board of Directors Hoag Hospital Ms. Sherry Sumner • • VILLA BALBOA February 3,1997 Mr. Kevin Murphy, City Manager City of Newport Beach P.O. Box 1768 Newport Beach, CA 92658-8915 Dear Mr. Murphy, SUBJECT: Quick Response of Jim Sinasek, Newport Beach Code Enforcement Officer Jim Sinasek, Newport Beach Code Enforcement Officer, called me on Friday 31 January to let me know he was aware of my recent letter to you and he contacted Hoag Hospital regarding their new parking lot luminaries that glare into the Villa Balboa Community Association residences. He said that Hoag would keep the luminaries turned off after 6:00 p.m. and would have the manufacturer look into the options available to shield the luminaries from the residences and the traffic on West Coast Highway. He said Hoag would be required to resolve the situation prior to their permit conditions being approved. Jim called again Saturday I February at 6:00 p.m. to advise that he checked to verify that the luminaries had in fact been turned off and they had. He said I should call him if I find anything to the contrary. Jim was very responsive, even though he obviously has many additional responsibilities, and I would like to take this opportunity to thank him and you for your attention to this matter and responsiveness. If you have need to contact me I can be reached at home at 548-6180 or at work at 798-6713. My home address is 200 Paris Lan; No. 113, Newport Beach, CA 92663. Sincerely, Frank Jenes, President Villa Balboa Community Association Copies to: Jan Debay, Mayor Jim Sinasek, Code Enforcement Officer Carolyn Bennett-Ouellet, Manager, Villa Balboa CAMy Documents\Word 6.0\PERSONAL \CONDO\Hoaglit2.doc I FEB - 41997 Managing Agent: Villageway Management, Inc. P.O. Box 4708 • Irvine, CA 92616-4708 • (714) 553-1876 • FAX (714) 250-9009 01•,31-1%97 04:32PM FROM TAR 8 ASSOCIATES TO b44J.5U P.U1 2220 UNIVE F SIir own. SUITE 201 NEWT Off REACH CAIIFOINIA Onion +IA 574 1325 FAX 713 5/4 1.729 AR:NI'ECIUIS AND INII1101 DIS16N January 31, 1997 Leif Thompson • Hoag Memorial Hospital Presbyterian 1 Hoag Drive, Box 6100 Newport Beach, CA 92658 Post4N Fax Note,1 767' Dale lEELAtEf,/,ge7'E�'/ ►� [ ,tit To J t m to,Ja st$- Prom t l^G st eotim- C° liU1L.Qitke SEA. -yam . Phale if Phone a. Fax It 644 , 256 Fax a Reference: Hoag Hospital Cower Campus West Parking Lot Architect's Project No.: 1214.00 Hoag Project No: 1252.78 Re: Parking Lot Lights Dear Leif: TAYLOR & ASSOCIATES A1C11I1E1 II This is to advise you that IAwas at the job site this afternoon at approximately 2:30 PM. Jim Sinasek, Code Enforcement Supervisor for the City of Newport Beath Building Department came to the site to inform Peck/Jones of further complaints from the local residents about the parking lot lights. Jim reported that residents have contacted the Mayor's office regarding the problem. The City has hereby ordered that the lights go off no later than 6:00 PM until the problem is resolved. On your behalf, I requested Roger Ledbetter.of Peck/Jones to turn off the circuit to the lights until the time clock can be adjusted by the electrical contractor. After meeting with Jim Sinasek, I again contacted Caesar Borroso of Davidovich and Associates, the electrical engineer. Caesar informed me that he has received corrective recommendations from the manufacturer's representative. He will be faxing me a copy that I will issue to Peck/Jones on Monday. E Sincerely, TAYLOR & ASSO S ARCHITECTS � ♦ e E Micfiael- ne, AIA Principal / tin Project Manager for Hoag FD&C cc: Jim Sinasek - City of Newport Beach Building Department Bill Kane s Peck/Jones Roger Ledbetter - Peck/Jones Vladamir Davidovich - Davidovich and Associates Caesar Borroso,- Davidovich and Associates '14- • TOTAL P.01 CHARLES M. DABNEY 200 PARIS LANE, #111 NEWPORT BEACH, CA 92663 (714)646-5438 January 6, 1997 Ms. Genic Garcia, Building Department CITY OF NEWPORT BEACH 3300 Newport Blvd. Newport Beach, CA 92658-8915 SUBJECT:VIEW PARK & HOAG LOWER CAMPUS DEVELOPMENT Dear Ms. Garcia: 'AWNING DEPARTMENT TY OF NEWPORT BEACH JAN 10 1997 PM ¥1819110111112111213141516 4 Developing the subject projects for the Hoag Hospital 20 year plan has taken a lot of effort and time and we are certain will continue in satisfactory increments. However, the little Gremlins are still hard at work to make changes or limit§ that can be annoying to some of us. Everyone involved herewith certainly is aware how much the views from the bluff are valued by those of us who utilize the view facilities. A recent aggravation is the glare from lights on the new western parking lot. They greatly exceed the necessary height and lighting requirements. They should be removed or reduced in height. The lights on the eastern parking lot in front of the Cancer Center are reasonable. Perhaps, since they are to be removed in the near future to make room for the Hoag Administration and Parking structures, they could be utilized in this western lot. Another consideration is the grading of the View Park at the wider western section. We request that removal of up to four feet of the top soil be made to allow as much view of the ocean as possible from the concrete pathway. Following the contour of this pathway with proper consideration of the view and drainage, is a requisite. Please advise me when further information is available. Thank you. Very truly yours, ale Charles M. Dabney cc. Ms. Jan DeBay, Mayor City of Newport Beach Villa Balboa Association Attn: Board of Directors Hoag Hospital Ms. Sherry Sumner • • VILLA BALBOA February 3, 1997 Mr. Kevin Murphy, City Manager City of Newport Beach P.O. Box 1768 Newport Beach, CA 92658-8915 Dear Mr. Murphy, SUBJECT: Quick Response of Jim Sinasek, Newport Beach Code Enforcement Officer Jim Sinasek, Newport Beach Code Enforcement Officer, called me on Friday 31 January to let me know he was aware of my recent letter to you and he contacted Hoag Hospital regarding their new parking lot luminaries that glare into the Villa Balboa Community Association residences. He said that Hoag would keep the luminaries turned off after 6:00 p.m. and would have the manufacturer look into the options available to shield the luminaries from the residences and the traffic on WestCoast Highway. He said Hoag would be required to resolve the situation prior to their permit conditions being approved. Jim called again Saturday 1 February at 6:00 p.m. to advise that he checked to verify that the luminaries had in fact been turned off and they had. He said I should call him if I find anything to the contrary. Jim was very responsive, even though he obviously has many additional responsibilities, and I would like to take this opportunity to thank him and you for your attention to this matter and responsiveness. If you have need to contact me I can be reached at home at 548-6180 or at work at 798-6713. My home address is 200 Paris Lane, No. 113, Newport Beach, CA 92663. . Sincerely, Frank Jenes, President Villa Balboa Community Association Copies to: Jan Debay, Mayor Jim Sinasek, Code Enforcement Officer Carolyn Bennett-Ouellet, Manager, Villa Balboa C:\My Documents\Word 6.0\PERSONAL\CONDOU-toaglit2.doc rpe FEB - 41997 C . r . Managing Agent: Villageway Management, Inc. P.O. Box 4708 • Irvine, CA 92616-4708 • (714) 553-1876 • FAX (714) 250-9009 01731-1997 04:32PM FROM TAYLOR & ASSOCIATES TO 6443250 P.01 2220 UNIVERSITY DRIVE. SUITE 20110 NEWRORT REACH CALIFORNIA 07460 714 574 1325 fA( 714 5/4 1338 AR'CNIIECIURE AND INI,RIDR DESIGN January31, 1997 • , Leif Thompson Hoag Memorial Hospital Presbyterian 1 Hoag Drive, Box 6100 Newport Beach, CA 92658 Post -it' Fax Note 76W 1 Date tft l //4i I To J t It 6L,15�i ^^ % �► From Mutt II `-�/.J`[i'(Fr CQjDePt•�Ulf-PIwo fi' Co.'rArpM-%T•� • Phone #, Phone 0 Fax # 644 ,— ,°& 250 Fax # Reference: Hoag Hospital Lower Campus West Parking Lot Architect's Project No.: 1214.00 Hoag project No: 1252.78 TAYLOR & ASSOCIATES ARCRII((I4 Re: Parking Lot Lights Dear Leif: This is to advise you that I‘was at the job site this afternoon at approximately 2:30 PM. Jim Sinasek, Code Enforcement Supervisor for the City of Newport Beach- Building Department came to the site to inform Peck/Jones of further complaints from the local residents about the parkirig lot lights. Jim reported that residents have contacted the Mayor's office regarding the problem. The City has hereby ordered that the lights go off no ,later than 6:00 PM until the problem is resolved. On your behalf, I requested Roger Ledbetter,of Peck/Jones to turn off the circuit to the lights until the time clock can be adjusted by the electrical contractor. After meeting_ with Jim- Sinasek, I again contacted Caesar Borroso of Davidovich and Associates, the electrical engineer. Caesar informed me that he has received corrective recommendations from the manufacturer's representative. He will be faxing me a copy that I will issue to Peck/Jones on Monday. • Sincerely, TAYLOR & ASSOS ARCHITECTS • Mi ael� - - ne, AIA •.. Principal / ting Project Manager for Hoag FD&C cc: Jim Sinasek - City of Newport Beach Building Department Bill Kane a Peck/Jones Roger Ledbetter - Peck/Jones Vladamir Davidovich - Davidovich and Associates Caesar Borroso,- Davidovich and Associates • TOTAL P.01 • CHARLES M. DABNEV 200 PARIS LANE, #111 NEWPORT BEACH, CA 92663 (714)646-5438 January 6, 1997 Ms. Genic Garcia, Building Department CITY OF NEWPORT BEACH 3300 Newport Blvd. Newport Beach, CA 92658-8915 SUBJECT:VIEW PARK & HOAG LOWER CAMPUS DEVELOPMENT Dear Ms. Garcia: • Developing the subject projects for the Hoag Hospital 20 year plan has taken a lot of effort and time and we are certain will continue in satisfactory increments. However, the little Gremlins are still hard at work to make changes or limits that can be annoying to some of us. Everyone involved herewith certainly is aware how much the views from the bluff are valued by those of us who utilize the view facilities. A recent aggravation is the glare from lights on the new western parking lot. They greatly exceed the necessary height and lighting requirements. They should be removed or reduced in height. The lights on the eastern parking lot in front of the Cancer Center are reasonable. Perhaps, since they are to be removed in the near future to make room for the Hoag Administration and Parking structures, they could be utilized in this western lot. Another consideration is the grading of the View Park at the wider western section. We request that removal of up to four feet of the top soil be made to allow as much view of the ocean as possible from the concrete pathway. Following the contour of this pathway with proper consideration of the view and drainage, is a requisite. Please advise me when further information is available. Thank you. Very trul 70aggezi Charles M. Dabney cc. Ms. Jan DeBay, Mayor City of Newport Beach Villa Balboa_Association Attn: Board of Directors Hoag Hospital Ms. Sherry Sumner Date _ i/ L.l.L.. Copies Sent To: AfrD1ayor Council Member Manager ❑ Attorney 0 09-16-1996 08:2BRM FROlp TO • 574133e P.02 GeoScience Analytical Inc. Istablhhcd March 1961' 4454 INDUSTRIAL STREET SIMI VALLEY, CA 93063 (805) 5264632 FAX 526-3570 10 September 1996 Mr. Leff Thompson Vice President Hoag Memorial Hospital Presbyterian 301 Newport Blvd., Box Y Newport Beach, CA 92658 RE: Mitigation Measure 70 (Revised) Dear Mr. Thompson: Following a meeting with City planning staff and its geological consultant we have revised our plans accordingly In the following areas: • A second passive venting system has been projected across the parking lot at the location shown on Figure 3. The distance of the pavement on each side of the trench is 60'. This distance Is adequate to mitigate any soil gas which may migrate into the surficial soils. • A second passive venting system shall include a raised pole vent at the location shown on Figure 3. • A vent has been incorporated into the dewatering system plans satisfac- tory to vent any entrapped soil gas prior to its discharge Into the storm drain as shown on Figure 9. The actual location to be shown on the de - watering system plans. Methane gas has been identified on only a portion of the subject site. Methane concentrations have been contoured in Figures 1 and 2 at depths of 20.0' and 40.0' below existing grade, respectively. The gas anomaly is located adjacent to Hoag Drive and is thought to be an extension of the previously Identified gas anomaly located east of Hoag Drive and described in a report entitled "Partial Envi- ronmental Audit Lower Campus Mitigation Measure 52 Hoag Memorial Hospital Presbyterian Newport, Beach. CA" dated December28, 1996. Gas remedlation trenching has been located throughout the proposed paved Environmental Audits • Hazardous Go EngiMedng • Litigation Coneultinq • Petroleum Geochemistry 1996 08:29AM FROM• TO • 5741338 P.03 parking area (Figure 3). The spacing of the trenches has been designed to accom- modate the soil gas conditions. The trenches are comprised of perforated pipe en- cased in a gravel bed. Gas containment includes a bentonite clay vertical migration barrier, base material and asphalt (Figures 4, 5 and 8). The gas remediation trenching system includes three (3) raised pole vent pipes (Figures 6 and 7) which serve to vent any accumulated gases to the atmosphere. Additionally, a fourth low profile vent serves to vent any soil gases which may become trapped in the dewa- tering system. Based on the depth of the gas anomaly and the existing active gas extraction system currently operating on the site, gas emissions Into the atmo- sphere are anticipated to be minimal. Based on all available data, no additional gas remedlation is recommended for the subject site provided that development Is limited to construction of a parking lot and open space landscaping. Please call us with your questions or comments at your earliest conve- nience. Sincerely yours, Fleet E. Rust, Ph.D. President Steven Thurston Reg. Professional Engineer - Civil (GE No. 000829) M+aaon0»r 09-16-1996 08:29AM FROM • FIGURE 1 TO r� SUBSURFACE METHANE GAS ANOM , (20.0 FT. BELOW GRADE) LOWER CAMPUS PARCEL NO. 1 INVESTIGATION ARE ! z000,0 PPM 500.0 PPM — Wolof Coast Highway Note: 50,000.0 PPM = 100% of the lower explosive limit (LEL) 1--225 ft--j wwg4u.. if 7 1eq GEOSCIENCE ANALYTICAL, INC. 4454 indus+w street Simi Valley, CA 93063 TEL {006) ses4532 FAX 626-3370 SHEETMETHANE GAS SUBSURFACE ANOMALY TITLE: PROJECT; HOAG MEMORIAL HOSPITAL CITY OF NEWPORT BEACH JOB J OATS NO: 09-16-1996 08:30PM FROM • TO 5741338 P.05 • FIGURE 2 SUBSURFACE METHANE GAS ANOMALY (40.0 FT. BELOW GRADE) LOWER CAMPUS PARCEL NO. 1 INVESTIGATION AREA ##### 100,000.0 PPM 50,000.0 PPM 10,000.0 PPM 5,000.0 PPM — 500.0 PPM s.;*:,.; ;; ... • West Coast Highway Note; 50,000.0 PPM = 100% of the lower explosive limit (LEL) F. --225 • .ataa••= 131/1Ing MVO Hagortm A GEOSCIENCE ANALYTICAL, INC. 4454 SIITg agyreABIr931063 TEL (1106)5264522 FAX 526-.35/0 EET SHMETHANE GAS SUBSURFACE ANOMALY 11TLE: PROJECT: HOAG MEMORIAL HOSPITAL CITY OF NEWPORT BEACH JOS NO. 1716 irN. UP ZAKD BY' FER D1'17E42/13/95 09-16416 08:30AM FROM • TO 5741: FIGURE 3 PARKING LOT PASSIVE VENTING SYSTEI1 LIOWER CAMPUS PARCEL NO. 1 INVESTIGATION AREA 2 •••• sanews•alonn••••••••••••••.••••••••••••••••....1"1".'e Gas Flemediation Trenching Vent—__ Vent Vent I ii.....---.......,....,. /0 .....— ...:..................... I...-. Um Drive g West Coast Highway ---225 GEOSCIENCE ANALYTICAL, INC. 4454 Indualdal East Simi View, CA 99003 TEL PM 32049.32 FAX 526-31570 TriLESHEET, TRENCH AND VENT PIPE LOCATIONS PROJECT: HOAG MEMORIAL HOSPITAL CITY OF NEWPORT BEACH a 17 09-16-1996 08:31AM FROM• TO • 5741338 P.07 • FIGURE 4 PASSIVE SOIL GAS VENT TRENCH (SIDE VIEW) Piensmcdtanionslonnooisin tttt;K;trie It•t.05 EK 101ri tl M t le t•l''tttK;a<K.tit MfttiK't s r1101 4itiG1 .0t 1 rltati?KLttkuKittke Nit1ces.vr00*0;504r00.9141t1cst ew.rfitrwra tr._rtrtrrrttettleAtt ttt tKL fil treeirn �irgr_ .t00.0' 0004rKritKa tt,Ktetsitrtt!KtK 00.titsittetrritrtr1 GtiteeetKt ornrot;rltielle tlt..4 5.11 tttttttt+tt e_K•eete.K•e_tn;rtrc;rrta tettt tKtttettertctttt2tetee rr,rrr.'r.'r:r,"rrrrr,r."r.'rrrr.rr.� r��r.r-ri • 0 11--- Asphalt or Native Sal 44-- S/M Base �--- 1/4' Bentonite Hole Plug 0 44^^— 1/4' Pas Gravel 4 4' Slotted ADs Pipe e 4--- 3/4" Crush Gravel r-- Gtatextife Memtxane GeoScience Analytical, Inc. P.09 16-1996 08:31RM FROM. TO . 5741338 P.08 a FIGURE 5 PASSIVE SOIL GAS VENT TRENCH (END VIEW) rrtrr�rsrt�rrr <rrrrrrrr� Krr�trrrrrrrrtr�irt�rr 1�irrrrr• rat;rri K�rer�c rVIEC g rri**0.0le;r!; ..�s�a; cskcyc� rvtwitrrr a tiscla trtrrre 4 r� ilkiketrrsr%a ****sr•,ri o Krtter0, 011000 ,�; drtrsttrrtrttAwg it r rr_«;rr�rsrt rgonsfiss leAw sing tonstotitcostimetnycnitormorm totwors*WesosoosIONgoomrsOft rrrertrirrrritm;tftt.imenst09 r•rrtrrrroo ttrrtrrr oot%strrtrr rrrrrrr_r;rrrrrr.rrr sto r.rrra term tssolt r� x0psrs;rer;rrt 0 rersr•'rrr._r•r roso nstAt�rr•itmi Oriv rrit�trrrtxrr'r;rrLr,�r•'tom o tiger estogrrrirr'r;rkrrrridm r_r•'rir rroxxo s s•,rich•'i�icssgA ._r.'r � c*A mtt:•'r�re�i�ir rrr.Arrr �.�titrr•.r•! I l r r"rrr,.c rr ittt rr4'ric.r�t�t'�fe6'r rr"ret r'r IA---- Asphalt or Native Sal o •f—•-- S/M Base g 4— 1/4' Bentonite Hole Plug . 1 C 8 4-- 1/4' Pea Gravel w 4' Slotted ADS Pipe 4 3/4' Crush Gravel 7 Geotextlle Membrane 18.00In k GeoScience Analytical, Inc. 09-16-1996 09:J44M FROM • • TO FIGURE 6 2' RIGID SCH. BO PVC W(SOLVENT GLUE JTS 4' ADS VENT PIPE (SOLID) 4'ADS SOLID TO 4' ADS SLOTTED OCUPIJNG VENT RAIN CAP ',MEW (RELOCATE Si LIGHT POLE) HANDHOLE 1 f SAMPLING PORT (see d! ��4t ANCHOR SQL.? CQVER 1' GROUT 3(4' CHAMFER 343 dB'O.C. FINISH GRADE 41'XW ANCHOR BOLTS. 71E10 REBAII(VERIFY) 31rr GALV, WASHERS 4ISREBAR 42TIES CONCRETE BASE POLE BASE S12E AND St REINFORCEMENT IS SIC FOR BIDDING PURPOSES DETAIL SHALL BE VERIRI BY A STRUCTURALENGII PRIOR TO CONSTRUCTIC RAISED POLE BASE DETAIL NOT TO; 09-16-1996 08:33AM FROlo TO • 5741338 P.10 FIGURE 7 • LIGHT STANDARD CONFIGURATION SAMPLING PORT 'am' mmmrmm light Standard 2' PVC SCHD 80 • W! Solvent Glue JTS • • • • • • • • • • PVC'T' 211' Reducer Looked Sampling Port (Metal Plate: 2 Screws) Threaded PVC Plug 09-16-1996 08:33AM FROM • TO • 5741338 P.11 FIGURE 8 ADS PIPE FITTING CONFIGURATIONS S4-WAY ADS COUPLING Snap Fitting / 3-WAY ADS "T" FITTING 2-WAY ADS "90"' FITTING ADS END ;CAP ADS COUPLING 09-16-1996 O8:34RM FROM • TO . 5741338 P.12 FIGURE 9 DEWATERING SYSTE• IT GEOSCIENCE ANALYTICAL, INC. 44S mw"'� stoat TEL WOS) 526.653P FAX 525-P ,n =---- 6' PIPE VENT, H46' ALHAMBRA A-2163 WITH REMOVABLE TOP. FOREST GREEN RUSTOLEUM ENAMEL FINISH • 4' PVC PIPE HOAG MEMORIAL HOSPITAL CITY OF NEWPORT BEACH TOTAL P.12 V• • HOAG HOSPITAL MASTER PLAN PROJECT AMENDMENT NO. 744 MITIGATION MEASURES MITIGATION MEASURE SUMMARY 1. Prior to the issuance of a grading permit, the project sponsor shall document to the City of Newport Beach Building Department that grading and development of the site shall be conducted in accordance with the City of Newport Beach Grading Ordinance and with plans prepared by a registered civil engineer. These plans shall incorporate the recommendations of a soil engineer and an engineering geologist, subsequent to the completion of a comprehensive soil and geologic investigation of the site. Permanent reproducible copies of the "Approved as Built" grading plans shall be furnished to the Building Department by the project sponsor. 2. Prior to the issuance of a grading permit, the project sponsor shall submit documen- tation to the City of Newport Beach Building Department confirming that all cut slopes shall be monitored for potential instabilities by the project geotechnical engi- neer during all site grading and construction activities and strictly monitor the slopes in accordance with the documentation. 3. Prior to the issuance of a grading permit, the project sponsor shall provide to the City of Newport Beach a comprehensive soil and geologic investigation and report of the site prepared by a registered grading engineer and/or engineering geologist. This report shall also identify constriction excavation techniques which ensure no damage and minimize disturbance to adjacent residents. This report shall determine if there are any faults on site which could render all or a portion of the property unsafe for construction. All recommendations contained in this investigation and report shall be incorporated into project construction and design plans. This report shall be submitted to the City for review and approval. 4. Prior to the completion of the final design phase, the project sponsor shall demon- strat&to the City of Newport Beach Building Department that all facilities will be designed and constructed to the seismic standards applicable to hospital related structures and as specified in the then current City adopted version of the Uniform Building Code. 5. Prior to the issuance of grading or building permits for each phase of development, the Building Department shall ensure that geotechnical recommendations included in "Report of Geotechnical Evaluation for Preparation of Master Plan and Envi- ronmental Impact Report, Hoag Memorial Hospital Presbyterian Campus, 301 Newport Boulevard, Newport, California" as prepared by LeRoy Crandall Associates, June, 1989, and in the report prepared pursuant to Mitigation Measure 3, are fol- lowed. 6. Prior to the issuance of a grading permit, the project sponsor shall conduct a soil corrosivity evaluation. This evaluation shall be conducted by an expert in the field of corrosivity. The site evaluation shall be designed to address soils to at least the depth to which excavation is planned. At a minimum, at least one sample from each soil type should be evaluated. Appropriate personnel protection shall be worn by field personnel during the field evaluation. In the event soils are found to be corrosive, the source and extent of the corrosive soils shall be determined, and all buildings and infrastructure shall be designed to control the potential impact of corrosive soils over time. 7. Based on the corrosion assessment and source determination, a soils and constrpction material compatibility evaluation shall also be undertaken, concluding with the appropriate mitigation measures and design criteria. Corrosion resistant construction materials are commonly available and shall be used where the evaluation/assessment concludes that corrosive soils conditions could adversely impact normal construction materials or the materials used for the mitigation of subsurface gas conditions. For example, there are many elastomers and plastics, like PVC, which are resistant to corrosion by up to 70 percent sulfuric acid at 140 degrees Fahrenheit 8. Should the soil be identified as hazardous due the severeness of their corrosivity (i.e., a PH less than 2.5), on -site remediation by neutralization shall be undertaken prior to construction. Appropriate regulatory agency approvals and permits shall also be obtained. Prior to issuance of grading permits, the project sponsor shall ensure that a construc- tion erosion control plan is submitted to and approved by the City of Newport Beach that is consistent with the City of Newport Beach Grading Ordinance and includes procedures to minimize potential impacts of silt, debris, dust and other water pol- lutants. These procedures may include: • the replanting of exposed slopes within 30 days after grading or as required by the City Engineer. • the use of sandbags to slow the velocity of or divert stormflows. • the limiting of grading to the non -rainy season. The project sponsor shall strictly adhere to the approved construction erosion control plan and compliance shall be monitored on an on -going basis by the Newport Beach Building Department. 10. Prior to the issuance of grading permits, the project sponsor shall submit a landscape plan which includes a maintenance program to control the use of fertilizers and pesti- cides, and an irrigation system designed to minimize surface runoff and overwatering. 2 This plan shall be reviewed by the Department of Parks, Beaches and Recreation and approved by the City of Newport Beach Planning Department. The project sponsor shall install landscaping in strict compliance with the approved plan. 11. The project sponsor shall continue the current practice of routine vacuuming of all existing parking lots and structures and shall also routinely vacuum all future parking lots and structures at current frequencies. Upon implementation of the County of Orange Storm Water Master Plan, routine vacuuming shall be done in accordance with the requirements specified in the plan. j 12) Upon completion of final building construction plans, and prior to the issuance of a �J grading permit for each phase of development, the project sponsor shall ensure that site hydrological analyses are conducted to verify that existing d aina facilities are adequate. The applicant shall submit a report to•the City of Newport Beach Building Department for approval, verifying the adequacy of the proposed facilities and documenting measures for the control of siltation andof erosive runoff velocities. A copy of this report shall be forwarded to the California Regional Water Quality Control Board, Santa Ana Region. 13. Prior to the completion of final construction plans, the project sponsor shall submit a comprehensive geotechnical/hydrologic study to the City of Newport Beach Build- ing Department, which includes data on groundwater. This study shall also deter- mine the necessity for a construction dewatering program and subdrain system. 14. Prior to the completion of final building construction plans for each phase of Lower Campus development, the project sponsor shall submit an application to the Regional Water Quality Control Board for an NPDES permit if a construction dewatering or subdrain program is determined necessary by the Building Department based on the design and elevation of the foundation structures. Also, if dewatering is required by RWQCB, the project sponsor shall also conduct groundwater sampling and analysis, and submit it to the California Regional Water Quality Control Board Santa Ana Region. The results of this testing will assist in determining the specifications for the NPDES permit. The project sponsor shall strictly comply with all conditions of any NPDES Permit. 15. Project Sponsor shall strictly comply with its Hazardous Material and Waste Manage- ment Program and its Infectious Control Manual for all new activities associated with the proposed Master Plan, as well as strictly comply with all new regulations enacted between now and completion of the proposed Master Plan development. 16. The federal wetland regulations and requirements shall be reviewed by the City and the project sponsor at the time the proposed work is undertaken, and the project shall comply with all applicable laws concerning removal and mitigation of wetlands at that time, as required by the U.S. Army Corps of Engineers and the California 3 Co 18� The resulting final mitigation plan shall be approved as part of the Coastal Develop- ment Permit for the project. The plan shall also be approved as part of the Corps Section 404 Permit and Streambed Alteration Agreement, if applicable. A wetland mitigation plan approved by the appropriate agencies shall be submitted to the City of Newport Beach prior to issuance of grading and/or building permits for Master Plan development in any areas affecting wetlands. 19. The plan will be consistent with the following provisions: • The amount of new wetlands created under the mitigation plan shall be at least of equal size to the area of sensitive wetland communities impacted by the project. • The wildlife habitat values in the newly created wetlands shall not be less than those lost as the result of removal of sensitive wetland com- munities impacted by the project. Coastal Commission. If this review results in a finding by the Resources Agencies involved in the permit processes that mitigation is required for impacts to the 1.07 acres of wetlands dominated by pampas grass, such mitigation will be accomplished as part of the mitigation required for impacts to sensitive wetland plant communities (Mitigation Measures 17 and 18). The project sponsor shall prepare a comprehensive restoration and management plan for the ev etland mitigation site as required by law. This plan will be submitted to the following agencies for their review and approval/ concurrence prior to issuance of grading and/or building permits for 'Master Plan development. • U.S. Army Corps of Engineers' • U.S. Fish and Wildlife Service' • California Department of Fish and Game2 • City of Newport Beach 1 Under the °°'sting regulations, the Corps and USFWS would be consulted as part of the Section 404 permitting process. However, if proposed changes to the regulations result in removal of the project site from Corps jurisdiction, these agencies would not be required to review the wetland mitigation plan. 2 Regardless of other considerations, CDFG will review the wetland mitiption plan for the City of N,...'ort Beach as part of the Coastal Development Permit process: CDFG review would also be provided as part of a Streambed Alteration Agreement, if required. 4 • • • The wetlands created shall not decrease the habitat values of any area important to maintenance of sensitive plant or wildlife populations. • The wetland mitigation planning effort will take into consideration cre- ation of 0.2 acre of salt grass habitat suitable for use by wandering skipper; such consideration would be dependent on the nature of the mitigation plan undertaken and whether wandering skipper could potentially occur in the mitigation area. • The plan will constitute an agreement between the applicant and the resource agencies involved. The plan shall be written so as to guaran- tee wetland restoration in accordance with stated management objec- tives within a specified time frame. The plan shall describe the applicant's responsibilities for making any unforseen repairs or modi- fications to the restoration plan in order to meet the stated objectives of the plan. 20. The following detailed information will be provided by the project sponsor in the final mitigation plan: • Diagrams drawn to scale showing any alterations to natural landforms; • A list of plant species to be used; • The method of plant introduction (i.e., seeding, natural succession, vegetative transplanting, etc.); and • Details of the short-term and long-term monitoring plans, including financing of the monitoring plans. Prior to the issuance of a grading permit, an Orange County certified archaeologist shall be retained to, and shall, monitor the grading across the project area. The archaeologist shall be present at the pre -grading conference, at which time moni- toring procedures acceptable to and approved by the City shall be established, including procedures for halting or redirecting work to permit the assessment, and possible salvage, of unearthed cultural material. 22. Prior to the issuance of grading permits, an Orange County certified paleontologist shall be retained to, and shall, monitor the grading activities. The paleontologist shall be present at the pregrading conference, at which time procedures acceptable to and approved by the City for monitoring shall be established, including the temporary halting or redirecting of work to permit the evaluation, and possible salvage, of any exposed fossils. All fossils and their contextual stratigraphic data shall 5 • • go to an Orange County institution with an educational and/or research interest in the materials. 23. The project sponsor shall construct, if feasible and by mutual agreement, and maintain a fence along the common property line west of the Upper Campus. The proposed design of the fence shall be reviewed and approved by the City Engineering Department. 24. The proposed project is subject to all applicable requirements of the City of Newport Beach General Plan, Zoning Code and Local Coastal Program (LCP). Those requirements that are superseded by the PCDP and District Regulations are not con- sidered applicable. The following discretionary approvals are required by the City of Newport Beach: EIR certification, adoption of the Master Plan, adoption of the Planned Community Development Plan and District Regulations, approval of a De- velopment Agreement, approval of a zone change to Planned Community District, grading permits, and building permits for some facilities. The California Coastal Commission has the discretionary responsibility to issue a Coastal Development Permit for the Lower Campus and a Local Coastal Program Amendment for the Lower Campus. 25. Subsequent to completion of Phase I of the project, the project sponsor shall conduct a Traffic Phasing Ordinance (TPO) analysis for Phase II and III Master Plan devel- opment. The analysis shall identify potential intersection impacts, the proposed project traffic volume contributions at these impacted intersections, and the schedule for any intersection improvements identified as necessary by the study to insure a satisfactory level of service as defined by the TPO. This report shall be approved by the City prior to commencement of Phase II or III construction. Prior to issuance of building permits for Phase I of the project, the project sponsor shall conduct a project trip generation study which shall be reviewed and approved by the City Traffic Engineer. This study shall determine if the traffic to be generated by existing plus Phase I development will not exceed 1,338 PM peak hour traffic trips. In the event the Traffic Engineer determines that existing plus Phase I development will generate more than 1338 PM peak hour trips, the project shall be reduced in size or the mix of land uses will be altered to reduce the PM peak hour trips to at or below 1338. Subsequent to completion of Phase 1 Master Plan development, the project sponsor shall conduct a project trip generation study to be reviewed and approved by the City Traffic Engineer. This study shall analyze whether the traffic to be generated by the subsequent phases of development (Phases II and III) will exceed 1,856 PM peak hour trips when added to the trips generated by existing (including Phase I) Hoag Hospital development. This study shall be conducted prior to the issuance of any grading or building permits for Phase 1I or III development. 6 • • 28. The project sponsor shall continue to comply with all applicable regulations adopted by the Southern California Air Quality Management District that pertain to trip reductions such as Regulation 15. (29. The project shall comply with the City of Newport Beach Transportation Demand Management Ordinance approved by the City Council pursuant to the County's Congestion Management Plan. c30. In order to ensure accessibility to the available transit services for employees, visitors and patrons of the Hospital, the following transit amenities shall be incorporated into the Master Plan project: Bus turnouts shall be installed if, and as required, by the City Traffic Engineer at all current bus stop locations adjacent to the project site. Bus turnouts shall be installed in accordance with standard design guidelines as indicated in OC11)'s Design Guide- lines for Bus Facilities. Prior to issuance of a grading permit for any of the proposed Master Plan facilities, the project sponsor shall implement a pilot program approved by the City Traffic Engineer that monitors and manages usage of the Upper and Lower Campus service roads during non -working hours. Such controls may include requesting that the majority of vendors deliver products (other than emergency products) during working hours (i.e., 7:00 a.m. to 8:00 p.m.), signage to restrict use of the road by hospital employees, physicians, patients and visitors during non -working hours, and other methods by which to restrict use. The hospital shall also request that vendors not deliver (i.e., scheduled and routine deliveries) on the weekends. This restriction specifically applies to scheduled and routine deliveries. The results of this program shall be submitted to the City for review prior to issuance of the grading permit. If the results indicate that such controls do not significantly impact the operations of the hospital, and provided that requests for specified vendor deliv- ery times is consistent with future Air Quality Management Plan procedures, the City may require that the program be implemented as hospital policy. If operation im- pacts are significant, other mitigation measures would be investigated at that time to reduce service road impacts to the adjacent residential units. 32 } Prior to issuance of approvals for development phases subsequent to Phase I, the applicant shall submit to the City Traffic Engineer for his/her review and approval a study that identifies the appropriate parking generation rates. The findings of this study shall be based on empirical or survey data -for the proposed parking rates. •33. Prior to the issuance of precise grading permits for the phase of Master Plan development that includes new, or modifications to existing, internal roadways (other than service roads), the project sponsor will prepare an internal circulation plan for 7 • • submittal to and approval by the Director of Public Works that identifies all feasible measures to eliminate internal traffic congestion and facilitates ingress and egress to the site. All feasible measures identified in this study shall be incorporated into the site plan. 34. Depending on actual site build out, intersection improvements may be required at the Hospital Road (Upper Campus access) Placentia Avenue Intersection and at the WCH (Lower Campus access) intersection. The need for these improvements shall be assessed during subsequent traffic studies to be conducted in association with Mitigation Measure 25. 35. As each phase of the Master Plan is constructed, the project sponsor shall provide each new employee a packet outlining the available ridesharing services and pro- grams and the number of the Transportation Coordinator. All new employees shall be included in the yearly update of the trip reduction plan for Hoag Hospital, as required by Regulation XV. 36. Prior to issuance of grading and building permits for each phase of development, the project sponsor shall provide evidence for verification by the Planning Department that the necessary permits have been obtained from the SCAQMD for regulated commercial equipment incorporated within each phase. An air quality analysis shall be conducted prior to each phase of development for the proposed mechanical equipment contained within that phase that identifies additional criteria pollutant emissions generated by the mechanical equipment to be installed in that phase. If the new emissions, when added to existing project emissions could result in impacts not previously considered or significantly change the land use impact, appropriate CEQA documentation shall be prepared prior to issuance of any permits for that phase of development. Each subsequent air quality analysis shall be reviewed and approved by the SCAQMD. Prior to the issuance of grading and building permits for each phase of development, the project proponent shall provide evidence for verification by the Planning Department that energy efficient lighting has been incorporated into the project design. 38. Prior to issuance of grading and building permits for each phase of Master Plan development, the project sponsor shall provide evidence that site plans incorporate the site development requirements of Ordinance No. 91-16, as appropriate, to the Traffic Engineering Division and Planning Department for review and Planning Commission approval. Requirements outlined in the Ordinance include: 1) A. minimum of five percent of the provided packing at new facilities shall be reserved for carpools. These parking places shall be located near the employee en- trance or at other preferential locations. 8 • • 2) A minimum of two bicycle lockers per 100 employers shall be provided. Addi- tional lockers shall be provided at such time as demand warrants. 3) A minimum of one shower and two lockers shall be provided. 4) Information of transportation alternatives shall be provided to all employees. 5) A rideshare vehicle loading area shall be designated in the parking area. 6) The design of all parking facilities shall incorporate provisions for access and parking of vanpool vehicles. 7) Bus stop improvements shall be required for developments located along arterials where public transit exists or is anticipated to exist within five years. The exact number of each of the above facilities within each phase of the Master Plan shall be determined by the City during review of grading and building permit applications for each phase. The types and numbers of facilities required of each phase will reflect the content of the Ordinance at the time that a permit application is deemed complete by the Planning Department. If noise levels in on -site outdoor noise sensitive use areas exceed 65 CNEL, the project sponsor shall develop measures that will attenuate the noise to acceptable levels for proposed hospital facilities. Mitigation through the design and construction of a noise barrier (wall, berm, or combination wall/berm) is the most common way of alleviating traffic noise impacts. 40. Prior to occupancy of Master Plan facilities, interior noise levels shall be monitored to ensure that on -site interior noise levels are below 45 CNEL If levels exceed 45 CNEL, mitigation such as window modifications shall be implemented to reduce noise to acceptable levels. AR Prior to issuance of a grading and or building permit the project sponsor shall demonstrate to the City that existing noise levels associated with the on -site exhaust fan are mitigated to acceptable levels. Similarly, the project sponsor shall demon- strate to the satisfaction of the Building Department that all noise levels generated by new mechanical equipment associated with the Master Plan are mitigated in accordance with applicable standards. 42. The City of Newport Beach shall send a letter to each emergency vehicle company that delivers patients to Hoag Hospital requesting that, upon entrance to either the Upper or Lower Campus, emergency vehicles turn off their sirens to help minimize noise impacts to adjacent residents. Hoag Hospital will provide the City with a list of all emergency vehicle companies that deliver patients to Hoag Hospital. 9 ( 43) Prior to issuance of grading and building permits, the project sponsor shall ensure that a landscape and irrigation plan is prepared for each building/improvement with- in the overall Master Plan. This plan shall be prepared by a licensed landscape architect. The landscape plan shall integrate and phase the installation of landscap- ing with the proposed construction schedule. The plan shall be subject to review by the Parks, Beaches and Recreation Department and approval by the Planning De- partment and Public Works Department. 44. Prior to issuance of a building permit, the project sponsor shall submit plans to, and obtain the approval of plans from, the City Planning Department which detail the lighting system for all buildings and window systems for buildings on the western side of the Upper Campus. The systems shall be designed and maintained in such a manner as to conceal light sources and to minimize light spillage and glare to the adjacent residential uses. The plans shall be prepared and signed by a licensed elec- trical engineer, with a letter from the engineer stating that, in his or her opinion, this requirement has been met. 45. Prior to issuance of a building permit, the project sponsor shall submit plans to the City Planning Department which illustrate that all mechani ipment and trash areas will be screened from public streets, alleys an adjoining properties. 46.) Prior to issuance of building permits, the project sponsor shall submit plans which illustrate that major echanical equipment wi nnthe located on the roof top of any structure on the Lmower Campus. Rather, such buildings will have clean rooftops. Minor rooftop equipment necessary for operating purposes will comply with all building height criteria, and shall be concealed and screened to blend into the build- ing roof using materials compatible with building materials. Prior to issuance of building or grading permits, the project sponsor shall make an irrevocable offer to dedicate and grade the proposed linear and consolidated view park as identified in the project description (Figure 3.2.1.) The project sponsor will dedicate land for a 0.28 acre consolidated view park and a 0.52 acre linear view park. 48. Prior to issuance of a building permit for any lower campus structure, the project sponsor shall prepare a study of each proposed building project to assure confor- mance with the EIR view___i_mnact-an s and the PCDP and District Regulations, to ensure that the visual impacts identified in the EIR are consistent with actual Master Plan development. This analysis shall be submitted to and approved by the City Planning Department. 49. In the event that hazardous waste is discovered during site preparation or construc- tion, the project sponsor shall ensure that the identified hazardous waste and/or hazardous materials are handled and disposed in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code Division 10 • • 20, Chapter 6.5), standards established by the California Department of Health Servi- ces, Office of Statewide Health Planning and Development, and according to the requirements of the California Administrative Code, Title 30, Chapter 22. 50. Prior to construction of structures over or near the Wilshire oil well, Project Sponsor shall ensure that the Wilshire oil well, or any abandoned, unrecorded well or pressure relief well, is re -abandoned to the current standards. Abandonment plans will be submitted to the State Division of Oil and Gas (DOG) for approval prior to the abandonment procedures. The City's building official shall be notified that the reabandonment was carried out according to DOG procedures. To further determine the source of the gas on the Lower Campus site, prior to issuance of a grading permit on the Lower Campus, Project Sponsor shall collect gas samples from the nearest fire flooding wells and at Newport Beach Townhomes and compare the gas samples to samples taken from the Hoag gas collection wells prior to site grading and construction. 52. A soil gas sampling and monitoring program shall be conducted for the areas to be graded and/or excavated. Systematic sampling and analysis shall include methane and hydrogen sulfide gas. Samples shall be taken just below the surface, at depth intervals within the removal zone, and at a depth below the depth of actual disturbance. (The individual(s) performing this initial study may be at risk of exposure to significant - and possibly lethal - doses of hydrogen sulfide, and shall be appropriately protected as required.) 53. A site safety plan shall be developed that addresses the risks associated with exposures to methane and hydrogen sulfide. Each individual taking part in the sampling and monitoring program shall receive training on the potential hazards and on proper personal protective equipment. This training shall be at least at the level required by CFR 2910.120. 54. If the analysis of the initial soil gas samples show unacceptable levels of hazardous constituents that have the potential to pose a health risk during construction activities, additional gas collection wells shall be drilled to contain and collect the gas. 55. Continuous monitoring for methane and hydrogen sulfide shall be conducted during the disturbance of the soils and during any construction activities that may result in an increase in the seepage of the gases. The project sponsor shall maintain a continuous monitor in the immediate vicinity of the excavation, and a personal monitor, with an alarm, shall be worn by each worker with a potential for exposure. 56. A study of other hazardous constituents that may be present in quantities that pose a health risk to exposed individuals shall be prepared and evaluated prior to the 11 • initiation of the project. The constituents studied shall include compounds that are directly related to petroleum, such as benzene and toluene. A study shall�nducted that characterizes the wells, the influent gas, and the effluent of th flare. This study shall characterize the gas over a period of time, to allow for potenti fluctuations in concentration and rate. 58. A scrubber system shall be required to reduce the concentration of hydrogen sulfide in the influent gas. In the event additional gases are to be collected from newly constructed collection wells as part of a measure to reduce exposures during construction, an evaluation of the capacity and efficiency of the present flare system shall be conducted prior to connecting any new sources. ,NA automatic re -light system shall be installed on the flare system to reduce the risk bf a potential release of high concentration of hydrogen sulfide. The system shall be designed with an alarm system that notifies a remote location which is manned 24 \` hours per day. 61.V A continuous hydrogen sulfide monitor that would give warning of a leak of concentrations in excess of acceptable levels shall be installed in the vicinity of the flare. 62. A study of the concentration of potential hazardous constituents shall be conducted prior to initiation of the project to characterize the wastewater and any risks it may pose to human health prior to development. A stormwater pollution prevention plan shall be developed to reduce the risk of the transport of hazardous constituents from the site. The Hospital shall apply for coverage under the State Water Resources Control Board's General Permit for Storm Water Discharges Associated with Construction Activity and shall comply with all the provisions of the permit, including, but not limited to, the development of the SWPPP, the development and implementation of Best Management Practices, implementation of erosion control measures , the monitoring program requirements, and post construction monitoring of the system. 63. Soil samples shall be collected from appropriate locations at the site and analyzed for BTEX and priority pollutants; if the soils are found to contain unacceptable levels of hazardous constituents, appropriate mitigation will be required, including a complete characterization of both the vertical and horizontal extent of the contamination, and a remedial action plan shall be completed and approved by the California Regional Water Quality Control Board. The project sponsor must demonstrate to the City of Newport Beach compliance with this measure prior to issuance of any permits for Phase I construction activities. 12 Prior to the issuance of grading or building permits, the project sponsor shall evaluate all existing vent systems Located on the lower campus and submit this data to the City Building and Fire Departments, the State Department of Conservation, Division of Oil and Gas, and the Southern California Air Quality Management District for comment. Additionally, any proposed new passive vents shall be evaluated by these agencies prior to the issuance of grading or building permits. If the vents are emitting detectable levels of hydrogen sulfide and/or toxins, the emitted gasses must be treated prior to discharge in a manner acceptable to these agencies. 65. If required by the Southern California Air Quality Air Management District, an air dispersion model shall be required in order to predict the cumulative effects of the emissions. Compliance with any additional requirements of the AQMD shall be verified through a compliance review by the district with written verification received by the Newport Beach Building Department. 66. Before the issuance of building permits, the project sponsor shall submit plans to the Building Department, City of Newport Beach, demonstrating that continuous hydrogen sulfide monitoring equipment with alarms to a manned remote location have been provided in building designs. This monitoring equipment must be the best available monitoring system, and the plans must include a preventative maintenance program for the equipment and a calibration plan and schedule. 67. Prior to issuance of a grading permit, the Project Sponsor shall ensure that the inferred fault traversing the site is trenched and monitored for gas prior to site grading and construction. If gas monitoring indicates a potential risk during grading, additional gas collection wells will be drilled to collect and contain the gas. 68. Prior to issuance of building permits, Project Sponsor shall submit plans to the City of Newport Beach ensuring that all structures built on the Lower Campus are designed for protection from gas accumulation and seepage, based on the recommen- dations of a geotechnical engineer. 69. Project Sponsor shall submit plans to the City of Newport Beach indicating where gas test boring will be drilled under each proposed main building site once specific building plans are complete. Such testing shall be carried out, and test results submitted to the City's building official, prior to issuance of grading permits. If a major amount of gas is detected, a directionally drilled well will be permanently completed and put into the existing gas collection system. 70. Project Sponsor shall submit plans to the Grading Engineer, City of Newport Beach, indicating that all buildings and parking lots on the Lower Campus will be constructed with passive gas dbllection systems under the foundations. Such a system typically consists of perforated PVC pipes laid in parallel lengths below the founda- tion. Riser type vents will be attached to light standards and building high points. 13 Additionally, parking lots on the Lower Campus will contain unpaved planter areas and vertical standpipes located at the end of each length of PVC pipe. The standpipes will serve to vent any collected gas to the atmosphere. A qualified geo- technical firm shall be retained to design such systems. 71. Prior to issuance of building permits, Project Sponsor shall submit plans to the Building Department, City of Newport Beach, demonstrating that all buildings on the Lower Campus are sealed from gas migration. Such sealing may be installed by the use of chlorinated polyethylene sheeting or similar approved system. All materials of construction including the PVC piping and the ground lining must be evaluated for compatibility with the existing environmental conditions of the soils and/or potential gases. 72. Prior to issuance of building permits, Project Sponsor shall submit plans to the City of Newport Beach Building and Fire Departments demonstrating that all buildings on the Lower Campus will be equipped with methane gas sensors. Such sensors will be installed in areas of likely accumulation, such as utility or other seldom used rooms. Sensors can monitor on a continuous basis, and can be tied into fire alarm systems for 24 hour surveillance. 73. To avoid pcssible accumulation of gas in utility or other seldom used service or storage rooms, Project Sponsor shall submit plans to the City of Newport Beach Building Department prior to issuance of building permits indicating that such rooms are serviced by the buildings' central air conditioning system (or an otherwise positive ventilation system that circulates and replaces the air in such rooms on a continuous basis). 74. During cons -suction, Project Sponsor shall ensure that an explosimeter is used to monitor methane levels and percentage range. Additionally, construction contractors shall be required to have a health and safety plan that includes procedures for work- er/site safety for methane. If dangerous levels of methane are discovered, construc- tion in the vicinity shall stop, the City of Newport Beach Fire Department shall be notified and appropriate procedures followed in order to contain the methane to ac- ceptable and safe levels. 75. The Project Sponsor may remove the flare system, contain the gas and utilize the gas for Lower Campus facilities. During the containment process and removal of the flare, the project sponsor shall ensure that methane levels are monitored throughout the project area to ensure that this transition does not create an upset in methane levels or create odors or risk of explosion. 76. Prior to development on the Lower Campus, the project sponsor shall submit to the City of Newport within one year of May, 1992, plans to install a scrubber system to remove hydrogen sulfide from the influent gas to the flare. The design and 14 construction of the system should be in accordance with the Best Available Control Technologies, and must be in compliance with SCAQMD (District) Regulation XIII, emission offsets and New Source Review. 77; As required by the District, the project sponsor shall develop a sampling and analysis protocol for District approval to evaluate the impact the existing and post -scrubber emissions will have on the ambient air quality and on possible receptor populations. The required evaluation shall include analysis for criteria and toxic pollutants, and an evaluation of the potential risks associated with the emission of these pollutants (Rule 1401). Included in the plans for the design of the scrubber system should be a make-up gas source. 78. The plans for the design of the new system will include a calibration and mainte- nance plan for all equipment, and if required by the District as a permit condition, automatic shutdown devices, sensors and charts for continuous recording of monitoring, and flame arresters. The project sponsor shall evaluate enclosing or placing new equipment underground. 79. The project sponsor shall submit plans to the City of Newport Beach Building Department that demonstrate that the flare operation will be shut down within four years of August, 1992. The project sponsor must prepare and obtain approval from the SCAQMD to implement a sampling and analysis protocol for evaluation of the existing emissions from the flare after scrubbing (Mitigation Measures 75 & 76), and the effect of flare shutdown on ambient air quality. The methane gas source should be used, if engineering design allows, as a supplemental source of fuel for the Hospital's boilers. If the gas is not usable, the flare shall be relocated. 80. The plans for the design of the new system will include a calibration and mainte- nance plan for all equipment, and if required by the District as a permit condition, automatic shutdown devices, sensors and charts for continuous recording of monitoring, and flame arrestors. The project sponsor shall evaluate enclosing or placing new equipment underground. 81. Prior to installation of the scrubber system, the project sponsor shall develop a protocol for a study to evaluate the integrity of the control equipment and piping. The project sponsor must obtain agreement from the District on the protocol prior to initiating the study. 82. Before the issuance of building permits, the Project Sponsor shall submit plans to the Building Department, City of Newport Beach, demonstrating compliance with all applicable District Rules, including Rule 402, Public Nuisance, and Rule 403, Fugitive Dust. 15 S3. Before the issuance of building permits, the project sponsor must submit plans to the City of Newport Beach demonstrating that its Hazardous Materials and Waste Management Plan and its Infectious Control Manual have been modified to include procedures to minimize the potential impacts of emissions from the handling, storage, hauling and destruction of these materials, and that the project sponsor has submitted the modified plans to the City of Newport Beach, Fire Prevention Department, and the Orange County Health Care Agency, as required by the Infections Waste Act and AB2185/2187. 34. Project Sponsor shall continue compliance with its Hazardous Material and Waste Management Program and its Infectious Control Manual for all new activities associated with the proposed Master Plan, as well as comply with all new regulations enacted between now and completion of the proposed Master Plan. To the satisfaction of the City building official, the Project Sponsor shall expand existing halardous infectious, radiological disposal facilities to add additional storage areas as necessary to accommodate the additional waste to be generated by the expanded facilities. 86. The Project Sponsor shall provide evidence to the Planning Director that measures to ensure implementation and continued compliance with all applicable SCAQMD Air Toxic Rules, specifically Rules 1401, 1403, 1405 and 1415, are being carried out. 87. The project sponsor shall submit plans to the City Building Department verifying that all roadways associated with the development of the Master Plan will be paved early in the project, as a part of Phase I Master Plan development construction activities. 88. The project sponsor shall submit plans to the City Building Department prior to the issuance of a building permit for each phase of development, verifying that energy efficiency will be achieved by incorporating appropriate technologies and systems into future structures, which may include: ▪ High efficiency cooling/absorption units ▪ Thermal storage and ceramic cooling towers Cogeneration capabilities • High efficiency water heaters Energy efficient glazing systems • Appropriate off -hour heating/cooling/lighting controls 85. 16 • • ▪ Time clocks and photovoltaic cells for lighting controls • Efficient insulation systems • Light colored roof and building exteriors ▪ PL lighting and fluorescent lighting systems • Motion detector lighting controls ▪ Natural interior lighting - skylights, clerestories • Solar orientation, earth berming and landscaping 89. The project sponsor shall demonstrate to the City Building Department that methods and materials which minimize VOC emissions have been employed where practical, available and where value engineering allows it to be feasible. 90. In conjunction with the Critical Care Surgery addition , the Project Sponsor will place the overhead power lines located west of the Upper Campus underground if feasi- ble. 91. Prior to the issuance of grading permits, emergency fire access to the site shall be approved by the City Public Works and Fire Departments. 92. Prior to the issuance of building permits, the project sponsor shall demonstrate that final design of the project shall provide for the incorporation of water -saving devices for project lavatories and other water -using facilities. The project sponsor will also comply with any other City adopted water conservation policies. 93. Prior to issuance of grading permits, a master plan of water and sewer facilities shall be prepared for the site. The project sponsor shall verify the adequacy of existing water and sewer facilities and construct any modifications or facilities necessitated by the proposed project development. 94. Prior to the issuance of building permits, the project sponsor shall demonstrate, to the satisfaction of the City Fire Department, that all buildings shall be equipped with fire suppression systems. 95. Prior to issuance of building permits, the project sponsor shall demonstrate to the City Fire Department that all existing and new access roads surrounding the project site shall be designated as fire lanes, and no parking shall be permitted unless the accessvay meets minimum width requirements of the Public Works and Fire 17 Departments. Parallel parking on one side may be permitted if the road is a minimum 32 feet in width. 96. Prior to issuance of a building permit, the project sponsor shall demonstrate to the City that the thermal integrity of new buildings are improved with automated time clocks or occupant sensors to reduce the thermal load. 97. Prior to issuance of a building permit, the project sponsor shall demonstrate to the City that window glazing, wall insulation, and efficient ventilation methods have been incorporated into building designs. 98. Prior to issuance of a building permit, the project sponsor shall demonstrate that building designs incorporate efficient heating units and other appliances, such as water heater, cooking equipment, refrigerators, furnaces and boiler units. 99. Prior to issuance of a building permit, the project sponsor shall incorporate into building designs, where feasible, passive solar designs and solar heaters. 100. The project sponsor shall ensure that all cut material is disposed of at either an environmentally cleared development site or a certified landfill. Also, all material exported off site shall be disposed of at an environmentally certified development cleared landfill with adequate capacity. 101., In conjunction with the application for a grading permit, the project sponsor shall submit a construction phasing and traffic control plan for each phase of development. This plan would identify the estimated number of truck trips and measures to assist truck trips and truck movement in and out of the local street system (Le., flagmen, signage, etc.). This plan shall consider scheduling operations affecting traffic during off-peak hours, extending the construction period and reducing the number of pieces of equipment used simultaneously. The plan will be reviewed and approved by the City Traffic Engineer prior to issuance of the grading permit. The project sponsor shall ensure that all haul routes for import or export materials shall be approved by the City Traffic Engineer and procedures shall conform with Chapter 15 of the Newport Beach Municipal Code. Such routes shall be included in the above construction traffic plan. `I03. The project sponsor shall provide advance written notice of temporary traffic disrup- tions to affected areas, businesses and the public. This notice shall be provided at least two weeks prior to disruptions. The project sponsor shall ensure that construction activities requiring more than 16 truck (i.e., multiple axle vehicle) trips per hour, such as excavation and concrete pours, shall be limited between June 1 and September 1 to avoid traffic conflicts with 18 • • beach and tourist traffic. At all other times, such activities shall be limited to 25 truck (Le., multiple axle vehicle) trips per hour unless otherwise approved by the City traffic engineer. Haul operations will be monitored by the Public Works Department and additional restrictions may be applied if traffic congestion problems arise. 105. project sponsor shall ensure that all trucks used for hauling material shall be covered to minimize material loss during transit. (1 6 Project sponsor shall ensure that all project related grading shall be performed in accordance with the City of Newport Beach Grading Ordinance which contains procedures and requirements relative to dust control, erosion and siltation control, noise, and other grading related activities. 107. Prior to issuance of grading permits, the project sponsor shall demonstrate com- pliance with SCAQMD Rule 403 which will require watering during the morning and evening prior to or after earth moving operations. To further reduce dust generation, grading should not occur when wind speeds exceed 25 miles per hour (MPH), and soil binders on SCAQMD approved chemical stabilizers should be spread on con- struction sites or unpaved areas. Additional measures to control fugitive dust include street sweeping of roads used by construction vehicles, reduction of speeds on all unpaved roads to 15 miles per hours, suspension of operations during first and second stage smog alerts, and wheel washing before construction vehicles leave the site. 108. Prior to issuance of any grading and building permit, the project sponsor shall submit a Trip Reduction Plan for construction crew members. This plan shall identify measures, such as ride -sharing and transit incentives, to reduce vehicle miles traveled by construction crews. The plan shall be reviewed and approved by the City Traffic Engineer. 109. Prior to issuance of a grading permit for each phase of construction, the project sponsor shall submit an analysis to the City Building Department that documents the criteria emissions factors for all stationary equipment to be used during that phase of construction. The analysis shall utilize emission factors contained in the applicable SCAQMD Handbook. The analysis shall also be submitted to the City of Newport Beach Planning Department for review and approval. 110. The project sponsor shall ensure that low emission mobile and stationary equipment is utilized during construction, and low sulfur fuel is utilized in stationary equipment, when available. Evidence of this fact shall be provided to the City of Newport Beach prior to issuance of any grading or building permit. 19 • • 111. The project sponsor shall ensure that all internal combustion engines associated with construction activities shall be fitted with properly maintained mufflers and kept in proper tune. The project sponsor shall ensure that construction activities are conducted in accor- dance with Newport Beach Municipal Code, which limits the hours of construction and excavation work to 7:00 a.m. to 6:00 p.m. on weekdays, and 8:00 a.m. to 6:00 p.m. on Saturdays. No person shall, while engaged in construction, remodeling, dig- ging, grading, demolition, painting, plastering or any other related building activity, operate any tool, equipment or machine in a manner that produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, on any Sunday or any holiday. 113. Subsequent to the approval of this Agreement by the Coastal Commission and the expiration of any statute of limitation for filing a legal challenge to this Agreement, the Master Plan, or the EIR, Hoag shall deposit Two Hundred and Fifty Thousand Dollars ($250,000) in an account, and at a financial institution, acceptable to City. The account shall be in the name of the City provided, however, Hoag shall have the right to access the funds in the event, but only to the extent that, Hoag constructs or installs the improvements described in (i) or (ii). Funds in the account shall be applied to the following projects (in order of priority upon notice to proceed served by City on Hoag): (i) The construction of a sidewalk and installation of landscaping in the CalTrans right-of-way along the west side of Newport Boulevard southerly of Hospital Road; (ii) The construction of facilities necessary to bring reclaimed water to West Newport and/or the Property; Any funds remaining in the account after completion of the projects described in (i) and (ii) shall be used by the City to fund, in whole or in part, a public improvement in the vicinity of the property. 114. Roof top mechanical equipment screening on the emergency room expansion shall not extend closer than fifteen feet from the west edge of the structure and no closer than ten feet from the edge of the structure on any other side. 115. Noise from the emergency room expansion roof top mechanical equipment shall not exceed 55 dBA at the property line. 116. The project sponsor shall pay 75% of the cost of planting thirty 24 inch ficus trees (or the equivalent) in the berm between the service road and Villa Balboa southerly of the tennis courts. Planting shall occur on Villa Balboa property. 20 • • 117. Use of the heliport/helipad shall be limited to emergency medical purposes or the transportation of critically ill patients in immediate need of medical care not avail- able at Hoag Hospital. Helicopters shall, to the extent feasible, arrive at, and depart from the helipad, from the northeast, to mitigate noise impacts on residential units to the west and south. 118. For any building subject to the issuance of the building permit by the Office of the State Architect, Hoag Hospital shall submit to the State Architect a letter from the City of Newport Beach indicating that review of the construction plans has been completed and that the plans are in compliance with all City requirements. 119. 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 a.m. and 7:00 p.m. daily. 120. Within one year from the date of final approval of the Planned Community District Regulations and Development Plan by the California Coastal Commission, as an interim measure, the project sponsor shall implement an acoustical and/or landscape screen to provide a visual screen from and reduce noise to adjoining residences from the loading doc area. The design process for the Critical Care Surgery Addition shall include an architectural and acoustical study to insure the inclusion of optimal acoustical screening of the loading dock area by that addition. Subsequent to the construction of the Critical Care Surgery Addition, an additional acoustical study shall be conducted to assess the sound attenuation achieved by that addition. If no significant sound attenuation is achieved, the hospital shall submit an architectural and acoustical study assessing the feasibility and sound attenuation implications of enclosing the loading dock area. If enclosure is determined to be physically feasible and effective in reducing noise impacts along the service access road, enclosure shall be required. Any enclosure required pursuant to this requirement may encroach into any required setback upon the review and approval of a Modification as set forth in Chapter 20.81 of the Newport Beach Municipal Code. 121. Prior to issuance of a grading permit for each individual phase of development (Le., I, II or III) the project sponsor shall conduct a CO hot spot analysis for the subject phase of development. This analysis shall utilize the EMFAU/EP emission factor program for the build out year of the subject phase of development, and the CALINE4 CO hot spot model or the model recommended for such analysis at that time. The results of this analysis shall be submitted to the City of Newport Beach Planning Department for review. City staff will verify consistency with the results of the project build out CO analysis. 21 • 122. The methane gas facility and all building on the lower campus shall be subject to all laws and regulations applicable, including, but not limited to, the Federal Regulation contained in 29 U1- K 1910, the State Health and Safety Code, Division 20, Chapter 6.95, and the regulations of OSHA and the National Fire Protection Association. Prior to the issuance of building permits on the lower campus, the project sponsor shall submit to the Newport Beach Fire Department a compliance review report of all the above referenced laws and regulations. 123. The design of the critical care/surgery addition shall incorporate screening devices for the windows which face the Villa Balboa area for the purpose of providing privacy for residents, so long as these screening devices can be designed to meet the Hospital Building Code requirements regarding the provision of natural light to the facility. f;\...patty-tVAc'v142mit 22 r• • • Davidovich & Associates Mechanical,Plumbing Electrical, Life Safety Energy and Lighting Consulting Engineers CADD Environment LETTER AUGUST 26, 1996 Ms. GENIA GARCIA CITY OF NEWPORT BEACH PLANNING DEPARTMENT PO BOX 1768 3300 NEWPORT BEACH , CA. 92659-1768 RE: HOAG MEMORIAL HOSPITAL PRESBYTERIAN LOWER CAMPUS WEST PARING LOT MITIGATION MEASURE # 37 Dear Ms. Garcia: 6059 Bristol Parkway, 2nd Fl Culver City, California 90230 Phone: 310-348-5101 Fa:c 310-348-5102 Modem: 310-348-5155 In response to Mitigation Measure # 37, the lighting fixtures selected for this 4 project are energy efficient by design. Attached are product information sheets from the manufacturer for your approval. Respectfully, 6 Cesar B rroso, P.E. Project Engineer a • Design 130 Vertical Lamp, High Performance, Spider Mount, Post -Top, Round Luminaire for Medium to High Mounting Heights - 400 to 1,000 Watt ❑ New innovative reflector technology provides the industry's best available lighting with the fewest • fixtures and poles. ❑ The domed top, one-piece spun aluminum housing's stylish reveal enhances and blends with the curvilinear shapes of contemporary architectural styles. ❑ Function oriented engineering and quality construction reduces installation and maintenance costs. . Distribution Patterns: Type VR Type VS Consult page 38-39 for specific photometric data. Type 3 Type F Specifications: : Housing: Each Design 130 domed top, one-piece, reinforced housing ' 1: `i shall be constructed of heavy- •t' • I' gauge spun aluminum. There shall ••k i be no seams, weld beads or other .1 visible disturbances to the hous- . Ing'ssmooth surface. Asleek cir- • • cumferntialrevealshallbelocated' one third from the housing bottom.- • All Internal and external threaded •• -hardware shall be stainless steel. The lixturesteal l be U.L. listed 'suit- ableforwetlocations/ LenaFnnne:Theheavy-dutyrglled ': aluminum lens frame shall be , hinged to the housing with twin :�^.: stainless steel piano hinges and 44 secured with four flush mounted, ' .( ;:vibration resistant, aptive, screw ,, type fasteners. . . Lens: The convex thermal and shock resistant glass lens shall be sealedto the lens frameandsecured • with six retainer clips. Dual Gasketing: The lens shall be gasketed to the lens frame with extruded butyl acrylic tape sealant. •'The lens frame shall be gasketed to the housing's Internal reinforcement ring with silicone Impregnated Dacron gasketing. Installation: Each Design 130's lens frame assembly shall be welded to an extruded aluminum spidertypemounttng assemblyand a cast aluminum slipfitter. The assemblyshall slipiita2.375' O.D. x 4,5' tenon. The prewired mount- ' ing assembly's cast aluminum post -top fitter shall have a remov . able top cap allowing the installer • to complete power supply wiring after the luininaire has been set atop its pole, ' ReflecinrSystem: Each electro'' brightened, anodized and sealed aluminum ref lectorshal I be mount- ed to a one-piece reflector mask which shall be hinged to the hous- ing for ease of access to the ballast compartment The reflector mask shall hold aporcelain iampholder and an insulated lamp support. The optical system shall be fully enctosed. Design 130 shall beavail- able with the following reflector • systems: 1) Type VS -squaredishi- bution, vertical lamp, 16 panel . reflector (8semi-speculardifiused, 8 hammertonespecular); 2) Type VR - rectangular distribution, ver- • ticallamp,10panelreflector(ham- . .mertone specular); 3) Type F - forward throw distribution, hors-.,. ,:zontal lamp, die -formed reflector. ' (specular);4)Type3-asymmetrical distribution, horizontal lamp, ten panel reflector(semi-specular).AII photby independent ric data shall be certified yanepend nt testing facility. Ballast: All CWA ballasts (+10% to -10% lamp power regulation) shall betray mounted and supplied with quick -disconnects. Ballasts shall be rated for -20 degree F operation. Finish: The fixture shall be pre- treated, primed, baked, covered with a high solids polyester finish and baked again. (Standard finish is dark bronze-313.) The double baked finish shall meet or exceed all AAMA requirements for 1,000 ' hour salt spray exposure. Optional anodized finishes shall be applied over brushed aluminum surfaces of a uniform grain. • • • •• • Dimensional DIMENSIONS: A 29.00' B . 4.70' C 10.00' D = 3.50' E • 12.00' WEIGHT: 79lbs. and Physical Data: , PROJECTED AREA (EPA): 246 sq. ft. MAXIMUM LAMP WATTAGE HPS 1000W Tenon Fitter 2' I.D. (2.375' 0.0.) x 4.50'. For mounting to poles having a 2' pipe tenon. Pole not included. See Pole Section of catalog for ordering details. Ordering Information: ORDERING EXAMPLE: 130.29-VR-HPS-1000-277-DBZ-FD (Diagram at right describes sequence In this example.) This example illustrates the standard ordering sequence. Each part of the ordering number is chosen from the appropriate column in the ordering_chart below. The number in the example designates al)esign 130 fixture, 29 inch housing with spider arm post -top mounting, verically tamped Type VR distribution, 1000 watt high pressure sodium lamp, 277 volt CWA ballast, dark bronze finish and single fusing. • For pole ordering information, see Pole Index page 44. 1130 29 VR DESIGN SIZE DISTRIBUTION LAMP TYPE LAMP WATTAGE PRIMARY BALLAST VOLTAGE FINISH OPTIONS HPS 1000 277 NZ FO DESIGN SIZE DISTRIBUTION LAMP LAMP (HPS) (MH) VOLTS OPTIONS 130 29 VR, VS, 3, F d 1000W max ''1000Wmax. ' 120, 208, 240, 277, 480 ELECTRICAL' PCT=Photo Cell and Receptacle ' FD=Single Fusing 120V/277V . FDD=Double Fusing up to 480V FOR =Double Fusing 268V/240V OPTICAL: • HSS = House Side Shield FL -Flat Glass Lens FINISH: CC - Custom Colors (Specify) AN=Anodize (Specify Color) Note: Flat glass Tens available upon request . .1 .,nos::. :r....:..:......- • _..t.. _._....._ QL/MwC1 11530 Melrose Av. Franklin Park IL 60131 fA W.INI AY M .MC MCC/MN WUSTrittMG 29 4 " , . . FROM DAVIDOVICH a RSSOC. P. 3 • Dimensional and Ptysical Data: DIMENSIONS (Inches): 129-20 129.2E 128.20 100-20 130-25 130-. A 20 25 29 20 25 8 10.E 10.0 10.0 10.5 10.0 10A' O 3.25 3.50 4.70 325 3.50 4.70 ' O NA 3.50 3.60 NA 3.50 340' F. t 2.5 12S 1 2.5 10.5 11.7 12.0: F 6,25 6.25 6.25 - - 0 6,50 5.50 5.50 - - H (Pipe 0.0.) 2.375 2.375 2.376 - - -. t Standard arm for use Nth 1 or 21Wuree mowfled at 180•. Mounting 2 firtum M I0' cc et4 h: sq fie 12.6. long extruded aluminum arm-spsarr Ult (see quaons below,. WEIGHT (Pounds): 120.20 129-25 129.29(130.20 130-25 130.29 3B e1 81 40 63 79I PROJECTED AREA (EPA- Sq. Ft-): 129-20 128.25 128.29 130-20 130-25 130., 1 Facture 1.60 2.20 3.07 1.60 2.20 2.65 2 reams 3,20 4.40 8.14 - - - 3 Fixtures 425 5.10 7.08 - - 4 Flxturee 4.50 7.00 9.52 - - - ; MAXIMUM LAMP WATTAGE: . 129-20 129.25 128-29 130-20 130-25 130.21 HPS 150 750 1000 100 750 1000; MH 260 400 1000 250 400 1000 I 08.02.1996 13:05 i Design 129 with Blip Fitter 18F.- animal 84 Plaer 2.275Q D.P1944.25•1aM Design 130 *1-1j-k-1 130.20 s 130.2E �LW in . iE 130.29 only Ordering Information: & ORDERING EXAMPLE: 129-25-VR-HPS-750-277-DB-FD (Diagram at right desbribes sequence In this example,) This example Illustrates the standard ordering sequence. Ea h part of the ordering number N chosen from the appropriate umn In theorderingchart below. The number In thls example de Ignites a Design 129 arm -mounted fixture with standard arm, " Wu, with 'Type VR distribution, for use wit a 750 watt HPS lam , 277 volts, finished In dark bronze, with optional single fusing. For pole ordering Information, see Pole Index. 129 25 VR HPS 750 277 DB FD DESIGN SIZE DISTRIBUTION LAMP TYPE LAMP WATTAGE PRIMARY BALLAST VOLTAGE FINISH OPTIONS DESIfN SIZE DIgTRICIUTION I AMP HPS LAMP VOLTS OP I IONS MH 129 3,v,F 130 3, V, F 3, V. F 3 (Only) VR,1,3,F VR,1,3,F VR,1,3,F VR, VS, 3, F VR, VS, 3, F * 175W and smeller use medium base sockets $ SOW MN UM Venture lamp with 175W MH 20 25 29 100W * law 175W * 250W 260W ' 250W 400W : 400W 760W 760W 1000W 1000W not available In 490V, Ballast 100w*• 160W *; 120 203 240 277 480 Design 129 Mounting Options R Round Square . Tenon a�pHr Map* • B IESP- imat Ellpfitter IOUNIIIO (Dwye ISe en17) ESE reon UpRIM cfl CastWalt Bracket LA long Arm tor 2RIO',Sor4 ELECTRICAL' PCT PMleoil treapWs FD Use fusing 120V/20V FDD Deus Ming 4%0V FDFD Pestle ARIA 208V240V OPTIC/It `' r oriw ride efilekr )d K. Nil gla l FINISH; (Standard) (OpMoaq BE Wed: Custom Pea e*4 . SW White AAodlled ?babel DI bona weleae. N. Slaw Fe ' Oray 4074,4uetan M.tit1 Lighting Orap, Inn 0009 698 606 : 'ON 34OHd d L. EP:tt 966;'z 'OW 4 • p!MkeeeMra. FranklinPere. IL e0131 Mira VIM 014010 FAx(erndS14IS satua js Cads S 1D : Weld g fre179- f CONSTRUCTORS FRANK JENES CORRIDOR DESIGN MANAGER 22 EXECUTIVE PARK, SUITE 200 IRVINE, CALIFORNIA 92714 DIRECr: (714) 798-6713 Tat (714) 752-0990 FAX: (714) 752-8959 \ cep --ti- • 4 ✓�.:t :, z F' - R i; r 3L�29 NQ.rfl3•S: SSoltf N-11wd dw-3 N-1-1 O rt -1,w aL Nof__ rl9 - WS MEM. SIR J_H97T'S d_Q 91-4 11 aiNTIL a1v Qa C:7do1:i-ci 3a`o' e_ 'T1E91 x a reCrT - ...... . - , r 7-, ..- V ._ arm. or a ✓ 1_ $ saLaaccLa1a 4, - Ze ill 86 W K-7tSdO atJ11 • elk • • • • 2220 UNIVERSITY DRIVE, SUITE 200 NEWPORT BEACH, CALIFORNIA 92660 714.574.1325 FAX 714,574,1338 ARCHITECTURE AND INTERIOR DEVON CONFERENCE NOTES REt,GIVcu Eit PLANNING DEPARTMENT CITY OF NEWPORT BEACH AM OCT 211996 PM 71819110111112111213141516 !a PROJECT NAME: HOAG MEMORIAL HOSPITAL PRESBYTERIAN West Parking Lot - Lower Campus HOAG PROJ. NO.: TAA PROJ. NO.: MEETING DATE: ATTENDEES: 1255.78 1214.00 10/11/96 Genic Garcia - City of Newport Beach, Planning Department Faysal Jurdi City of Newport Beach, Building Department Rick Higley - R.T. Higley & Associates Dave Boyle - David A. Boyle Engineering Mike McLane - Taylor & Associates TAYLOR & ASSOCIATES ARCHITECTS ITEMS DISCUSSED: The purpose of this meeting was to discuss Hoag's intent to remove additional dirt from the upper terrace area above the Lower Campus Parking Lot, and to discuss the City's review process. 1. Faysal Jurdi noted that the fault study that is part of the current Lower Campus Parking Lot project has not been received by the City as promised. Faysal hereby notifies Hoag Hospital that if the fault study is not received by the City, by Friday, October 18, 1996, current grading operations will be stopped by the City. 2. Mike McLane noted that Hoag Hospital has been approached by several dirt moving contractors for purchase and removal of additional dirt from the upper terrace area above the Lower Campus Parking Lot. Since this is part of Hoag's Master Plan to eventually lower this area -upper terrace area to prepare for future buildings, it is Hoag's desire to have the dirt removed while there is a current market available. 3. It is Hoag's intent to lower the upper terrace area approximately 25 feet below the existing approved grade. 4. Genia Garcia noted that since removal of the dirt in this area was a part of Hoag's approved Master Plan, additional conditions of approval would not be triggered by the removal of excess dirt. • CONFERENCE NOTES HOAG HOSPITAL West Perking Lot • Lower Campus 10/11/98 Pege 2 5. In order for the City to approve removal of the additional dirt the City would require the following: • New grading plans. • A letter from the Archaeologist/Paleontologist, stating that they have been present during current grading operations, and that the removal of the additional -dirt would not {lave -adverse -effects -to the area, - - • Solis Engineer recommendations for the removal of the additional dirt and a letter that indicates that removal of the additional dirt would not have adverse effects on the existing surrounding terrace area, 6. Genia Garcia noted that the dirt removal work will require Coastal Commission approval, Mike McLane acknowledged and noted that Peri Murreta will be coordinating the change with the Coastal Commission. 7. The City indicated that this work will be done under a separate permit from the current grading activities. The above documents our understanding of Items discussed in the above referenced meeting. Unless notice to the contrary is received, the notations will be considered acceptable and Taylor & Associates Architects wiI proceed with work based on these understandings. Any discrepancies should be brought to our attention within seven (7) working days. By: Mike McLane cc: Those present Leif Thompson - Hoag Peri Muretta 1214CN01.DOC Aael seer- Project: Phase I Mass Grading Plan ed Lower Campus Parking Lib APPLICABILITY OF MITIGATION MEASURES Date: September 13, 1995 N/A PLIES AMR N/A rtrruI..v .-. X 1 X 23 2 X 24 X 3 X 25 X 4 X 26 X 5 X 27 } X 6 X 28 X 7 X 29 X 8 X 30 X 9 X 31 X ��� X %9.aS& - Wa td 32 X %i0 11 X 33 X - (.. 12 X 34 X 13 X 35. X 14 -• X - -36 - - - X 15 . X 37 X 6 16 X 38 X 17 X 39 X "18 X 40 X (19 X 4t X 20 X 42 X 21 X 43 -'2 /�C 47itpl i50°Mot -t -1,1-4 X- i9 9/22 X (4 , \ X 0 's' r27LD6 45 46 47 48 49 50 Proja'pt: Phase 1,l,1ass Grading Plan and Lower Ca us Parking Lot APPrEABILITY OF MITIGATION MEAS ES Date: September 13, 1995 APPLIES AMR N/A APPLIES X X X x X X 69 70 71 72 73 74 X X AMR } N/A x X X X 51 52 53 X x X 75 76 77 x x X 54 55 56 57 58 59 60 61 X 78 X X X X X x X X 79 80 81 82 83 84 85 x x X• X X X X X Lai.2)Jr X X X X X X 86 87 88 89 90 91 92 X X X X X X X 93 94 5 r,r X2t' 98 99 1 100 'Mr 101 AC* 102 �v� 103 104 105 �....� 106 107 ti 9%w 108 c.� :i110 2 t)111 112 1-1'3 114 V27U0(.0115 116 Projgpt: Phase 1 ass Grading Plan and Lower Cam us Parking Lot APPPABILITY OF MITIGATION MEASSES Date: September 13, 1995 APPLIES AMR N/A APPLIES AMR N/A X X X X X 117 118 119 120 121 X X X X .X X 122 X X X 123 X X X X X X X 3 X c X X X X X X X 2.) HOAG HOSPITAL Date: To: Attention: From: Reference: Subject: FACILITIES DESIGN & 'CONSTRUCTION 301 NEWPORT BLVD. • BOX 6100 • NEWPORT BEACH, CA 92658-6100 TRANSMITTAL March 6, 1996 City of Newport Beach 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92658-1768 Genia Garcia, Associate Planner Leif Thompson, AIA /ejr�roo.../91-- Vice President Facilities Design and Construction Hoag Project #1251.43 Lower Campus Mass Grading Hoag Project #1252.78 Lower Campus West Parking Lot Grading Permit Application Phone: 714-646-8901 Fax: 714-646-7741 Comments: We are transmitting three copies of the submittal package for our grading permit application for the proposed parking lot on our lower campus. All support documentation has been provided in three-ring binders as we agreed. This is the first submittal for a project on the lower campus since the EIR for Hoag Master Plan was certified and the Planned Community Development Plan and District Regulations were adopted. The EIR required a number of studies to be completed prior to the issuance of a grading permit for the lower campus. The studies that were required, and are submitted in our package for the parking lot, were prepared to address the entire lower campus, where possible. Therefore, a number of the documents will be equally applicable to future lower campus development projects, and will require no revisions. Some studies, however, will need to be prepared for each future proposed development (e.g. geotechnical reports). The submittal package contains the following: 1.) Matrix detailing applicability of each of the Master Plan EIR's 123 mitigation measures to the proposed project. Text of each of the mitigation measures. 3.) Divider sheets for each applicable mitigation measure. The divider sheets identify the mitigation measure and its number, its timing, and the standard to be used to determine compliance with the mitigation measure. 4.) Documentation/plans in support of the grading permit application/mitigation measures. LNT: Each document/plan contained in the notebooks for the lower campus parking lot is itemized in the attached Table of Contents. ksc Enclosure: Table of Contents 1251.4346.31-TABLE.OF.CONT.MEM aik • • Table of Contents Item Description Date 1 ) Grading permit application and fees. N/D 2) Grading plans (including erosion control) 02/02/96 with support letter. 02/12/96 3) Geotechnical investigation. 01 /23/96 4) Soil corrosivity evaluation. 12/20/95 5) Soils and construction material compatibility evaluation. 12/06/95 6) Landscape and irrigation plans. 12/1 1 /95 7) Hydrology study. 02/96 8) Dewatering study. 01/26/96 9) Documentation for removal of on -site wetlands including: •Coastal development permit 07/24/95 •Army Corps of Engineers Section 404 permit 08/07/95 *California Department of Fish and Game 1603 agreement 01/05/94, 01/05/95 •Conceptual Mitigation Plan 07/26/94 10) Letter of authorization for project archaeologist. 11/10/94 11) Letter of authorization for project paleontologist. 1 1 /17/94 12) Lighting plans. 11/29/95 1 3) Offer of Dedication for linear/consolidated viewpark. 10/17/94 1 4) View impact analysis. 02/15/96 1 5) Methane gas source study. 1 1 /10/93 1 6) Methane soil gas sampling and monitoring study. 1 1 /28/95 17) Site Health and Safety Plan. 08/05/93 1 8) Evaluation of need for additional gas collection wells for the parking lot 02/06/96 project. 1 9) Study of hazardous constituents/BTEX and priority pollutants. 01/10/96 20) Storm Water Pollution Prevention Plan. 01/19/9'6 21) Evaluation of existing methane vent systems on the lower campus. 1 2/08/95 22) Study to evaluate methane migration along inferred fault. 12/17/93 23) Plans/report for passive gas collection system under parking lot. 02/02/96 24) Documentation on adequacy of existing Hazardous Materials and Waster 08/09/95 Management Plan and Infectious Control Manual for usage with parking lot project. 25) Construction phasing and traffic control plan. 10/26/95 26) Air Quality Criteria Emissions calculations for stationary equipment. 01/05/96 27) Regulatory compliance review report for proposed parking. 02/12/96 File: 1251.43.36.31 •TABLE.OF.CONTENTS • • 12) Merrill E. Wright, Fault Investigation, Mitigation Measure 67,..., Dated December 17, 1995. 13) Geoscience Analytical, Inc., letter regarding Mitigation Measure 70, Dated February 2, 1996. 14) David A. Boyle Engineering, Grading Plans, dated April 12, 1996. 6 ApriI30, 1996 Mr. Rick Higley R. T. Higley and Associates 310 Robinhood Lane Costa Mesa, CA 92627 Subject: Methane Gas, Further Studies Enclosed you will find the information regarding the current methane issue that is being reviewed by the Public Works Department, City Attorney, and City Manager. Mike Sinacori from the Utilities Department provided this information for your review. I am not sure what relationship, if any, these new studies may have to the old studies, but please let me know if there is a significant connection. Thank you for your help. Genia Garcia Associate Planner cc: Mike Sinacori, Utilities Faysal Jurdi, Building Dept. CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 April 30, 1996 Ms. Peri Muretta 3 Regalo Drive Mission Viejo, CA 92692 Subject: Phase I Mass Grading Plan and Lower Campus Parking Lot Dear Peri: Attached you will find an outline of the issues related to the Mitigation Measures that are still outstanding, to be resolved, or currently under review by other departments. I would like to take this opportunity to commend you for the well organized package that you have put together for this project. The organization of the "package" has made the task of reviewing this project an easier one for all departments involved. If you have any question regarding the outstanding issues or Mitigation Measures, please feel free to contact me at (714) 644-3208. Sincerely, PLANNING DEPARTMENT enia Garcia Associate Planner cc: Mr. Lief Thompson, AIA Vice President, Facilities Design and Construction Hoag Memorial Hospital 301 Newport Blvd. P.O. Box 6100 Newport Beach, CA 92658-6100 Patty Temple, Planning Manager 3300 Newport Boulevard, Newport Beach CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 April 26, 1996 Mr. Rick Higley R. T. Higley and Associates 310 Robinhood Lane Costa Mesa, CA 92627 SUBJECT: Hoag Hospital Mass Grading Plan Dear Rick: Thank you for taking the time to meet with Faysal and myself yesterday. Enclosed you will find a revised Mitigation Measures responsibility/correction sheet, with additional details that outline the responsiblities of the various city departments and Hoag Hospital. Please make any comments you need to make and return to me. I may have some of the reports that were previously submitted for Mitigation compliance. If you require any of these reports, please let me know and I will send them to you. If you have any questions, concerns, or would like to arrange another meeting, please call me at (714) 644-3208. Thank you again for your assistance on this project. Sincerely, PLANNING DEPARTMENT Genia Garcia Associate Planner cc: Faysal Jurdi, Building Department Patty Temple, Planning Manager 3300 Newport Boulevard, Newport Beach DATE April 26, 1996 TO: Russel Cheek, Fire Department FROM: Genia Garcia, Planning Department SUBJECT: Hoag Hospital Mass Grading Plan and Lower Level Parking Lot Attached to this Plan Check is a list of the Mitigation Measures and the areas of responsibility for the various departments. I have highlighted the particular measures that apply to the Fire Department's review, but may have not included them all. Please review and return to me when you are finished. Thank you. HOAG HOSPITAL Phase I Mass Grading Plan and Lower Campus parking Lot Plan Check #365G-96 Mitigation Measures April26, 1996 No. 1. Grading Requirement No. 2. Grading Requirement No. 3. Fault Study required prior to issuance of building permits, per R. Higley and F. Jurdi. To be determined by the Building Department and Consultant No. 4. N/A No. 5. Fault study required No. 6 Building Department requirement. Report submitted and applicable to the entire lower campus. Consultant to review No. 7. Report to Building Department No. 8. Building Department No. 9. Building Department. Erosion Control Plan No. 10 Landscape Plan sent to M.Lomeli in General Services and D. Hofstedt, in Public Works No. 11 AMR No. 12 Building Department. Need copy of report sent to CRWQCB No. 13 Building Department. Groundwater report No. 14 Building Department. Report required. Check with consultant No. 15 AMR • • No. 16-17 Planning - Copy of "Notice of Intent to Issue Permit" dated 10/16/95 in files for 346 space parking lot. Need to submit a copy of Coastal Development Permit for this. No. 18-20 Wetlands Mitigation Plan - Do we have? DFDG to review plan as part of the Streambed Alteration Agreement. No. 21 Letter received, will require a follow up letter after grading is completed No. 22 Same No.23 N/A No. 24 Coastal Permit for parking lot needed. Perry to send. See No. 16,17. No. 25-27 • N/A No.28 AMR No. 29-32 N/A No. 33 Public Works to review No.34 N/A No. 35 AMR No.36 N/A No. 37 Building Dept. No. 38 Traffic Engineer to review No.39-41 N/A No.42 AMR No. 43 Plans sent to Public Works and General Services No. 44 Need a letter from the electrical engineer that this has been done. The plan proposed looks good, but will require a manufacturer's specification on the covering of the light source. Planning Dept./Bldg. Dept. No.45 N/A No. 46 N/A No. 47 Pending - 60 days after grading permits issued. Hold on final. Planning No. 48 See note for Mitigation Measure #37. Will need an east and west elevation showing the height of the light poles in relation to the natural grade and the height plane restrictions. No.49 N/A No.50 N/A No. 51 Reports submitted 4/25/94 and 5/17/94, Perry, Consultant & Bldg to check No. 52 Methane, hydrogen sulphide, Methane Meetings - Legislation: Jan Debay, Don Webb, Peggy Ducey, Mike Sinacori, Legislation -Senator's Office and Division of Oil and Gass to relocate flare. pg 73 - 50,000 PPM is explosive, lethal, Perry. No. 53 submitted a long time ago, FYI No. 54 Building Department, additional collection wells, see #52, more wells needed, not for parking lot, but support services, Perry No. 55 Building Department No. 56 No need to mitigate, not problems for parking lot - Perry? Check report No. 57-59 Perry - no need for new wells? No. 60-61 Flare. No. 62 Public Works, John Wolters was working on -check. Stormwater pollution prevention plan. No. 63 (see #56) No. 64 vents, look at to make sure vents are working, report says so. ? Consultant to check report Soil samples?? No. 65-66 N/A No. 67 Inferred fault, not comprehensive, not big deal - Perry. Consultant to review No. 68-69 N/A 47. No. 70 This is the report. The system itself on parking lot plan - Perry. Consultant to review. Building Dept. No.71-73 N/A No. 74 When we get a grading contractor - Perry, Building No. 75 N/A No. 76 Completed No. 77-78 N/A No. 79 Perry - From 8/92, had four years to shut down the flare. No. 80-81 N/A No. 82 Grading/Building Dept. No. 83 Do not need for a parking lot. Received a couple of letters - Perry - Check file No. 84 Building/ Planning Dept. No.85 N/A No. 86 Planning - Letter received No. 87 Grading, Public Works, Traffic No. 88 Building Dept. No. 89 Building Dept. No.90 N/A No. 91 On Plan - Perry - Fire Dept. Send No.92 N/A No. 93 Public Works, Utilities Dept. No.94 N/A No. 95 Fire Dept. • No. 96-97 N/A No. 98 Building Dept. No. 99 N/A No. 100 Building/Grading No. 101 Janet to review parking lot, Rich E. approved for mass grading - Perry Traffic No. 102 No routes - Perry - Traffic To review No. 103 On Plans - Perry - Traffic to review No. 104-107 Building Department, Grading " No. 108 Janet said no - Perry - Okay, Traffic No. 109 Emissions from stationary equipment - John or Patty (Perry) Page 4 thresholds - see EIR. Is it significant? Perry said EIR overrides Check No. 110 Contractor, Building Dept. No. 111 Building, No. 112 Building No. 113 Traffic, Public Works No. 114-120 N/A No. 121 Building, Grading, Report No. 122 OSHA requirements No. 123 N/A Grn�� aukA#, aeia.vi Th2. 407_0:aa, nearc..ta- t\A9La # ir2eAtt-d cs,'s 1' eel /Very . ed b) Ft A-t& --05/4,tt I( u l? nee,C�-- Izion 2 -7 7 ar fitARAiVi4 LeS w, 1514A/ fee Th. „c-- ya • 1 02-420-00 - Building 02-421-00 02-422-00 02-424-00 02-425-00 02-703-00 02-101-00 02-708-00 02-700-00 02-801-00 02-220-01 02-220-02 02-220-03 02-220-04 02-220-05 02-220-06 02-220-07 02-220-08 02-220-09 02-220-10 02-220-12 02-220-13 25-607-02 27-317-01 27-217-03 02-217-01 02-217-12 BUILDING/FINANCE TRANSFER SLIP • (Valuation) Electrical Grading Plumbing Heating - Special Building Fees - Plan Check - Building - Plan Check - Grading - Zoning Q Subdivision Fees - Sale of Maps 1 Pµblfoattons San. Distr. 05 - Res. Zone 1 - $250/unit San. Distr. 06 - Res. Zone 1 - 1850/unit San. Distr. 15 - Res. Zone 3 - $1260/unft Sal. Distr. 15 - Comm, Zone 1 - San. Distr. 15 - Comm. Zone 2 - San. Distr. 15 - Comm. Zone 3 - San. Distr. 10 - Res. $1000/unu $130/1000 sq ft - m(nlmum 1130 $440/1000 sq ft - m(nimum $440 $2000/1000 sq ft- entmum 52000 Date: 1 1 1 $ 1 1 1 1 1 1 1 1 1 $ 1 San. Distr. /6 - Comm. 1200/1000 sq ft min.$1000. $ San. Distr. 07 - Res. Zone 1 - $250/unit $ San. Distr. 17 - Res. Zone 2 - $2501unit $ San. Distr. 07 - Comm. Zone 1 - $50/1000 sq ft - $ minimum $250 San. Distr. 07 - Comm. Zone 2 - f180/1000 sq ft - $ minimum $250 Fair Share (Circulation & Transportation Fund), . . $ Excise Tax - Residential S Excise Tax - Commercial $ Deposit Fees (Refundable) 1 SJIITC Fees 1 HOAG HOSPITAL ottnomisatu Hoag Memma1 Hospital Presbyterian 301 Newport Boulevard, P.O. Box 6100 Newport Beach, Califomla 92658-6100 Phone 714/645-8600 May 8, 1996 BUILDING DEPARTMENT MAY 1 3 1996 Mr. Rick Higley c/o Faysal Jurdi City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92658 Re: Hoag Project #1252.78 Subject: Grading Plans Dear Mr. Higley: Lower Campus West Parking Lot CITY OF NEWPORT ficHeH CALIFORNIA We are in receipt of your comments on the grading plans for the Lower Campus West Parking Lot (plan check #3656-96). This letter is being written In response to your comments on the submittal. 1) Comment: Hoag Hospital is to obtain final of grading permit issued for installation of the sulfur treatment plant before the applied for grading permit for the proposed Lower Campus grading and parking lot can be approved. Response: The plans for the methane gas facility were originally approved by the City and permits were pulled on November 4, 1994. The City subsequently requested revisions to the project. These revisions were made and final, post -permit approval was granted by the City on November 15, 1995. However, in the interim, due to the lengthy delays In the review process for the methane gas facility, Hoag Hospital proceeded to develop plans for the Lower Campus parking lot. The grading plans submitted for the Lower Campus parking lot include the grading for the methane gas facility. The arading for both projects will be done at one time. The relocation of the methane gas facility itself has been suspended by Hoag to coordinate with pending legislation that Hoag Hospital and the City are pursuing with the state. The outcome of the legislation will determine how, when, and where the facility is finally located. 2) Comment: The project geotechnical consultant and the project environmental consultant shall both cosign the proposed grading plans. Response: The project geotechnical consultant and the project environmental consultant will both sign the revised grading plans. Leighton & Associates, Inc. will be the geotechnical consultant on phase I of the project (fault study and drainage improvements), and Law/Crandall, Inc. will be the project geotechnical consultant for phase II of the project (parking lot construction). GeoScience Analytical, Inc. will be the project environmental consultant. A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMDIIS5ION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS NHA • • Page 2 Mr. Rick Higley May 8, 1996 3) Comment: The owner shall indicate in writing that in lieu of providing terrace drains on the slopes as required by UBC (since these are interim conditions) the Code -required terraces and drains will be incorporated into the final site grading plans and, that all ultimate graded slopes will comply with applicable codes. Response: Future development on the Lower Campus will likely be designed as was the Hoag Cancer Center, i.e., cut back into the slope face with a service road at the back of the structure and retaining walls, as needed. As individual buildings are constructed, Hoag will install terraces and drains as required by the City so that ultimate graded slopes will comply with applicable codes. 4) Comment: Provide a second copy of each geotechnical and environmental report. Response: Three copies of all reports were submitted to the City on March 7, 1996. If you require an additional report, we will provide you with one. The grading plans themselves contained a few additional minor comments. These comments will be addressed on the revised grading plans. Please call me if you have any further questions. Sincerely, Leif N. Thompson, AIA Vice President Facilities Design and Construction LNT:ksc c: Joseph L. Boyle, David A. Boyle Engineering Greg McClure, Hoag Project Manager Peri Muretta, Consultant File: 1252.78.36.31-GRADING.COMM ENTS t HOAG HOSPITAL Hoag Memorial Hospital Presbyterian 301 Newport Boulevard, P.O. Box 6100 Newport Beach, California 92658-6100 Phone 714/645-8600 May 24, 1996 Mr. Raimar Schuller Building Director City of Newport Beach 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92658-8915 itEGClvt:W tt0 PLANNING DEPARTIVIENT CITY OF NEWPORT BEACH MAY 2 8.1996 M 718191101111121112131415 i 6 Re: Hoag Project #1253.02 Transitional Care Unit Hoag Project #1252.78 Lower Campus West Parking Lot Dear Mr. Schuller: Thanks for your help and attention with the Transitional Care Unit Patio and West Ca[trans parking lot. Faysal Jurdi, Genia Garcia and your other staff have been very cooperative. We are all coping with the burden of additional work as a result of the down- or right -sizing of department staff. If we can be of help to clarify submittals or provide additional information, please call. Sincerely, /emir- rr� Leif N. Thompson, AIA Vice President Facilities Design and Construction LNT:ksc c: Genia Garcia, Associate Planner Faysal Jurdi, Chief Plan Check Engineer Rio: 1253.02-36.20-R.SCHULLER. LTR A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS OV HA • • 7R HOAG MEMORIAL HOSPITAL PRESBYTERIAN Preconstruction Meeting Project #1252.78 West Parking Lot - Lower Campus June 27, 1996 AGENDA Attendees: Leif Thompson, Hoag Hospital Greg McClure, Hoag Hospital Faysal Jurdi, City of Newport Beach Genia Garcia, City of Newport Beach Peri Muretta, Consultant Dave Boyle, David A. Boyle Engineering Michael McLane, Taylor & Associates Release of partial grading permit A. City requirements 1. Large colored plan denoting Phase I area (fault study area and drainage improvements, including drainage line connection points), and cross out of Phase II area as "Not a Part" 2. Supplemental sheet for attachment to grading plans identifying temporary v. permanent haul road locations, stockpile location, staging area, etc. B. Timing 1. Partial permit issuance 2. Completion of Phase I work scope II. Release of full grading permit A. Timing 1. Additional City requirements a) Comments not yet received from March 7 submittal b) Comments to be responded to from March 7 submittal 2. Need to initiate Phase II immediately after Phase I a) Fault study results relevance b) Other issues to be identified 1252.78.01.35-AGENDA-06/27/96 6/27/96 • Preconstruction Meet Page 2 June 27, 1996 III. Flare Relocation A. Current Plans B. Impact on Grading Plans 1. Minor revision 2. Installation of Piping File: 1252.78-01.35-AGENDA-06/27/96 0 a 0 CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 July 1, 1996 Mr. Rick Higley R. T. Higley and Associates 310 Robinhood Lane Costa Mesa, CA 92627 SUBJECT: Hoag Hospital Mass Grading Plan, Parking Lot and Mitigation Measures Dear Rick: Attached to this letter, you will find a copy of the Mitigation Measures and their status, as related to the above referenced projects. Per a meeting with Hoag Hospital representatives and city staff on June 28, 1996, a number of issues were raised and discussed. It was determined that a separate permit would be issued for the installation of subdrains for the fault study. You will be receiving a separate grading plan for this work. Faysal has asked that I obtain written clarification on Mitigation Measure No. 52 before the city can issue the permt for the work for the fault study. "Does the site safety plan required in MM 53, (and is incorporated into the grading notes on plan) satisfy the requirement of a soil gas sampling and monitoring program (MM52)? I would like to have an answer in writing as to how this issue is to be, or has been resolved with Hoag (MM52 and MM53). This seems to be the only issue that is holding up the fault study permit. Please review my list and the one that Perri has sent you and let me know what other outstanding items that you feel have not been addressed for the grading permit for the lower campus. Per our conversation, MM No. 54 is required to have additional gas collection wells installed in the subject area. Let me know if this condition has been satisfied, per your correspondence with Perri. Another question that I have: "Should the fault study include the areas east of Hoag Road, where the Cancer Center and Child Care Center are located and the area where the new Support Services Building is to be located. I know that we will be receiving all new studies and reports for this building, but should this area be included in the fault study? Thank you again for your assistance on this project. 3300 Newport Boulevard, Newport Beach s • ! • Sincerely, PLANNING DEPARTMENT By�/1/ V; Genia Garcia Associate Planner cc: Faysal Jurdi, Building Department • HOAGHoag Memorial Hospital Presbyterian HOSPITAL 301 Newport Boulevard, P.O. Box 6100 Newport Beach, California 92658--6100 REbCIV cv 01 Phone 714/645-8600 PLANNING DEPARTMENT CITY OF NEWPORT BEACH JUL 8 1996 7 1819110111112111213141516 sarregoeierser July 2, 1996 Mr. Rick Higley R.T. Higley Associates 310 Robinhood Lane Costa Mesa, CA 92627 Re: Hoag Project #1252.78 Lower Campus West Parking Lot Subject: Response to City Plan Check Comments Dear Mr. Higley: 77/ We are in receipt of your letter dated June 10, 1996 (enclosed) regarding review of the plans for Hoag's parking lot to be constructed on its Lower Campus (Plan Check No. 365G-96). Based on a meeting our consultant, Peri Muretta, had with Genia Garcia on June 27, 1996, we are responding to your individual comments below. Comments are only provided for mitigation measures that were not approved by you in your June 10 letter. Mitigation Measure June 10 Comments and Responses 1 Comment: Applicant to make all corrections and provide all documentation requested in the original CNB grading plan check list dated March 31, 1996. Response: We will respond to the City's grading plan check comments dated March 31, 1996, except as stipulated in our May 8, 1996 letter to you (enclosed). In addition, the flare grading will not be included as part of the parking lot project, but it will be completed under a separate permit. 3 Comment: The report dated January 23, 1996 does not include the required fault study. The applicant shall provide a letter of understanding acknowledging that while the comprehensive fault study has been waived for the purposes of issuing the grading permit for the proposed west parking lot, this study must be provided for city review and approval prior to the approval of any further grading or building permits. Response: Based on our June 27, 1996 meeting with Faysal Jurdi and Genia Garcia, Hoag will be allowed to proceed with grading and subsequent development of the parking lot as soon as the fault mapping is submitted to the City. With respect to the Law/Crandall January 23, 1996 report entitled "Report of Geotechnical Investigation - Proposed Parking Lot and Future Building Development, Western Portion of the Lower Campus, Hoag Memorial Hospital Presbyterian, Newport Beach, California," we received no comments from you, and, therefore, consider the document approved as submitted. A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS OVHA Mr. Higley Page 2 July 2, 1996 Mitigation Measure June 10 Comments and Responses 5 Comment: The project soil engineer and engineering geologist shall review the plans for the current phase of development as well as the LeRoy/Crandall report dated June, 1989. The consultants shall approve the plans from a geotechnical perspective confirming that all geotechnical recommendations have been incorporated in the plans. Response: The 1989 LeRoy Crandall report is superseded by the January 1996 Law/Crandall Geotechnical Evaluation (provided as mitigation measure 3); further, the soils engineer and environmental consultant will both sign the grading plans (as requested by you in your March 31, 1996 plan check). No further documentation is required. 7 Comment: The M.J. Schiff report dated December 6, 1995 indicates that the site soil is "classified as severely corrosive to ferrous metals, aggressive to copper, and deleterious to concrete." Again, as noted above for MM 6, the consultants shall provide a compatibility evaluation for the materials planned in the proposed phase of development (pavement, conduits, cables, pipe, concrete, etc.). Response: The December 6, 1995 M.J. Schiff report constitutes the construction materials compatibility evaluation required by this mitigation measure, and no further documentation is required. With respect to the parking lot project, pavement will be required to be acid -resistant, and the geotechnical report will be amended to state this. 8 Comment: The December 6, 1996 (sic), M.J. Schiff report as indicated above for MM 7 triggers the on -site remediation required by this MM. Provide the plans, recommendations, specifications, etc. which meet this requirement. A building permit is required for the installation of parking lot lighting, walls, etc. Response: The GeoScience Analytical, Inc. report dated December 20, 1995 found no hazardous materials on -site, and, therefore, no remediation is required. The presence of soils that are corrosive to construction materials does not trigger the need for on -site remediation. 9 Comment: Erosion control plans shall be attached to the parking lot grading plans. Response: Erosion control plans are noted on the grading plans which were plan checked on March 31, 1996. Mr. Higley Page 3 July 2, 1996 Mitigation Measure June 10 Comments and Responses 1 3 Comment: The Leighton report dated January 26, 1996 only addresses the seepage located at the base of the existing bluff west of the Child Care Center. This study does not meet the scope required by MM 13 and as such, is only considered adequate for purposes of issuing the grading permit for the proposed west parking lot. Additional studies must be submitted, reviewed and approved by CNB prior to issuance of any additional permits beyond the present parking lot work. Response: The January 26, 1996 Leighton and Associates, Inc. report entitled "Geotechnical Evaluation and Remediation, Recommendations of Seepage Problem Along the Natural Slope North of Lower Campus Parking Lot, Hoag Memorial Hospital Presbyterian, Newport Beach, California" was prepared solely for the parking lot project and additional reports will be prepared for subsequent development. 1 4 Comment: NA at this time as long as the "temporary" subdrain system is to be outlet into existing drains. However, the applicant is encouraged to discuss this with the RWQCB. Response: The subdrain system outlets to existing drains. An NPDES construction dewatering permit is required, and one has been received from the Regional Water Quality Control Board. A copy of this permit has been provided to Genia Garcia. 5 2 Comment: This MM has not been satisfied by the December 28, 1995 report by GeoScience Analytical, Inc. The MM requires that a program be designed for the sampling and monitoring of methane and hydrogen sulfide gases during the grading proposed in the plans being submitted for grading approval. Provide the requested document. Response: Mitigation Measure 52 requires the following: A soil gas sampling and monitoring program shall include methane and hydrogen sulfide gas. Samples shall be taken just below the surface, at depth intervals within the removal zone, and at a depth below the depth of actual disturbance. (The individual(s) performing this initial study may be at risk of exposure to significant --and possibly lethal --doses of hydrogen sulfide, and shall be appropriately protected as required.) Mr. Higley Page 4 July 2, 1996 Mitigation Measure 5 2 Response: (continued) 5 5 Comment: Response: 62 Comment: Response: 6 3 Comment: Response: June 10 Comments and Responses An extensive program that involved a number of borings in compliance with mitigation measure 52 was undertaken for the entire Lower Campus. This information is thoroughly documented in the report provided for mitigation measure 52. Your comment that "...a program be designed for the sampling and monitoring of methane and hydrogen sulfide gases during the grading proposed in the plans being submitted for grading approval" is correct; however, it is not a requirement of mitigation measure 52. The requirements for monitoring during grading are 'contained in other mitigation measures (e.g., mitigation measures 53 and 55). The applicant kall provide the documentation verifying compliance with this MM. Hoag will include the requirements for compliance with this mitigation measure in its supplemental conditions to the contract with the contractor selected for the parking lot project. A copy of that portion of the contract verifying this will be provided to Genia Garcia. The SWPPP is to be properly signed. Structural and permanent BMP's were not reviewed at this time, but can be reviewed at the request of the Planning Department. The SWPPP was reviewed by Steve Luy in the Public Works Department. Hoag will sign the document as part of its response to all City comments on the parking lot plans. The applicant shall provide the document(s) which satisfy this MM. The January 10, 1996 report entitled "Partial Environmental Audit, Lower Campus, Mitigation Measures 56 and 63, Hoag Memorial Hospital Presbyterian, Newport Beach, CA," by GeoScience Analytical, Inc., includes all requirements for mitigation measure 63 and was included in the _original submittal under mitigation measure 56. 67 Comment: The project engineering geologist shall review the December 17, 1993 report by Merrill E. Wright and comment in writing as to the adequacy of this report for the purpose of meeting the MM. Response: The project engineering geologist should not need to comment on the report, since the project engineering geologist has signed the grading plans and will be a party to the comprehensive fault study in -process for the Lower Campus. Mr. Higley Page 5 July 2, 1996 Mitigation Measure June 10 Comments and Responses 70 Comment: Is this system shown on the grading plans for the west parking lot? This collection system is required by this MM (comments by the attached GeoScience report notwithstanding). Response: The passive gas collection system is shown on the grading plans checked by the City on March 31, 1996 for the parking lot. 7 4 Comment: Applicant shall demonstrate compliance with this MM. Provide appropriate documentation. Response: Hoag will include the requirements for compliance with this mitigation measure in its supplemental conditions to the contract with the contractor selected for the parking lot project. A copy of that portion of the contract verifying this will be provided to Genia Garcia. 107 Comment: Applicant to provide the appropriate documentation. Response: Hoag will include the requirement for compliance with this mitigation measure in its supplemental conditions to the contract with the contractor selected for the parking lot project. A copy of that portion of the contract verifying this will be provided to Genia Garcia. The Hospital is anticipating pulling its grading permit for the entire Lower Campus parking lot by July 15. The first phase of grading (for the drainage improvements and fault study) will be initiated as soon as the issues related to mitigation measure 52 are resolved. Please contact me, Peri Muretta or Genia Garcia to discuss our comments to your June 10, 1996 letter as soon as possible. Sincerely, Leif N. Thompson, AIA Vice President Facilities Design and Construction LNT:ksc c: David A. Boyle, David A. Boyle Engineering Genia Garcia, City of Newport Beach Michael K. McLane, Taylor & Associates Architects Peri Muretta, Consultant Enclosures 1252.7838.30-P LAN.0 H K. C O M M E NTS • Date: For: R. T. Higley Associates Review of Mitigation Measures June 10, 1996 City of Newport Beach Geotechnical and Municipal Services Project: Hoag Hospital, Proposed Parking Lot, West of the Intersection of Hoag Road and Pacific Coast Highway Mitigation Measure Comments 1 2 3 5 6 7 Applicant to make all corrections and provide all documentation requested in the original CNB grading plan check list dated March 31, 1996. This item has been addressed on the proposed grading plans and meets the intent of this MM. The report dated January 23, 1996 does not include the required fault study. The applicant shall provide a letter of understanding acknowledging that while the compre- hensive fault study has been waived for the purposes of issuing the grading permit for the proposed west parking lot, this study must be provided for city review and approval prior to the approval of any further grading or building permits. The project soil engineer and engineering geologist shall review the plans for the current phase of development as well as the LeRoy/Crandall report dated June, 1989. The consultants shall approve the plans from a geotechnical perspective confirming that all geotechnical recommend- ations have been incorporated in the plans. The Geoscience Analytical, December 20, 1995 report indicates that no hazardous material was found but the requirement of determining construction material compatibility indicated in MM 7 is needed and shall be provided by the applicant. The M.J. Schiff report dated December 6, 1995 indicates that the site soil is " classified as severely corrosive to ferrous metals, aggressive to copper, and deleterious to 310 Robinhood Lane, Costa Mesa, CA 92627 Tel: (714) 642-7801 Far: (714) 642-5654 concrete." Again, as noted above for MM 6, the consultants shall provide a compatibility evaluation for the materials planned in the proposed phase of development. (pavement, conduits, cables, pipe, concrete, etc.) 8 The December 6, 1996, M. J. Schiff report as indicated above for MM 7 triggers the on -site remediation required by this MM. Provide the plans, recommendations, specifications, etc. which meet this requirement. A building permit is required for the installation of parking lot lighting, walls etc. 9 Erosion control plans shall be attached to the parking lot grading plans. 10 (Planning dept. item) 12 (Public works item) 13 The Leighton report dated January 26, 1996 only addresses the seepage located at the base of the existing bluff west of the Child Care Center. This study does not meet the scope required by MM 13 and as such, is only considered adequate for purposes of issuing the grading permit for the proposed west parking lot. Additional studies must be submitted, reviewed and approved by CNB prior to issuance of any additional permits beyond the present parking lot work. 14 NA at this time as long as the "temporary" subdrain system is to be outlet into existing drains. However, the applicant is encouraged to discuss this with the RWQCB. 16 (Planning dept. item) 17 (Planning dept. item) This is required prior to issuing the west parking lot permit. 18 (Planning dept. item) This is required prior to issuing the west parking lot permit. 19 20 21 (Planning dept. item) This is required prior to issuing the west parking lot permit. (Planning dept. item) This is required prior to issuing the west parking lot permit. (Planning dept. item) The provided letter is 18 months old and should be updated. 2 22 (Planning dept. item) The provided letter is 18 months old and should be updated. 24 (Planning dept. item) 33 (Planning dept. item) 37 (Planning dept. item) 38 (Planning dept. item) 43 (Planning dept. item) Are landscape plans part of the parking lot plan package? 47 (Planning dept. item) 48 (Planning dept. item) 51 The November 10, 1993 report by Merrill E Wright concludes that the source of the Hoag site gas is different from the source causing gas seepage at the Newport Beach Townhomes site and the oil field located in west Newport. This report concludes that " it is unlikely that they (the gases observed on the Townhome site and the Hoag site) are a product of the fire flood (of the west Newport oil field)." This MM has been met. 52 This MM has not been satisfied by the December 28, 1995 report by Geoscience Analytical, Inc. The MM requires that a program be designed for the sampling and monitoring of methane and hydrogen sulfide gases during the grading proposed in the plans being submitted for grading approval. Provide the requested document. 53 The required site health and safety plan has been reviewed and meets the requirement of this MM. 54 The letter by Geoscience Analytical dated February 6, 1996 adequately addresses this MM. However, the consultant recommends that additional gas collection wells be designed and installed as part of any development east of the Hoag Road and PCH intersection. 55 The applicant shall provide the documentation verifying compliance with this MM. 56 The January 10, 1996 report by Geoscience Analytical, Inc. indicates that no other hazardous materials or 3 constituents were found during the investigation satisfying the intent of this MM. 59 This evaluation must be completed and submitted as part of the plan check package for future building projects. 62 The SWPPP is to be properly signed. Structural and permanent BMP's were not reviewed at this time but can be reviewed at the request of the Planning Department. 63 The applicant shall provide the document(s) which satisfy this MM. 64 The report by Geoscience Analytical Inc. dated December 8, 1995 satisfies this MM. 67 The project engineering geologist shall review the December 17, 1993 report by Merrill E. Wright and coniinent in writing as to the adequacy of this report for the purpose of meeting the MM. 70 Is this system shown on the grading plans for the west parking lot? This collection system is required by this MM ( comments by the attached Geoscience report notwithstanding). 74 Applicant shall demonstrate compliance with this MM. Provide appropriate documentation. 82 This MM is triggered by a building permit application. 83 This MM is triggered by a building permit application. 91 ( Fire Dept. and Public Works item) 101 ( Traffic Dept. item) 102 ( Traffic Dept. item) 103 ( Planning Dept. item) 104 (Public Works item) 105 (Planning Dept. item) 106 This intent of this MM is met by notes found on the grading plans. 4 107 Applicant to provide the appropriate documentation. 108 ( Traffic Dept. item) 109 ( Planning Dept. item) 110 ( Planning Dept. item) 111 ( Planning Dept. item) 112 Notes found on the grading plans meet the intent of this MM. 122 ( Fire Dept. item) References ( The following documents were reviewed as part of the submitted package) 1) Law/Crandall, Inc., Report of Geotechnical Investigation...., January 23, 1996. 2) Geoscience Analytical, Inc., Partial Environmental Audit, Lower Campus, MM 6, 7 & 8. Dated December 20, 1995. 3) M. J. Schiff Associates, Inc., Soil Corrosivity Study, December 6, 1995. 4) Leighton and Associates, Inc., Geotechnical Evaluation and Remediation Recommendations of Seepage Problem along the Natural Slope North of Lower Campus Parking Lot, , Dated January 26, 1996. 5) Merrill E. Wright, Letter regarding mitigation measure 51, November 10, 1993. 6) Geoscience Analytical, Inc., Partial Environmental Audit, Lower Campus, Mitigation Measure 52, Dated December 25, 1995. 7) Geoscience Analytical, Inc., Site Health and Safety Plan for the Hoag Memorial Hospital Presbyterian Master Plan, Dated August 5, 1993. 8) Geoscience Analytical, Inc., Letter regarding Mitigation Measure No. 54 of the Hoag Master Plan Project E.I.R., Dated February 6, 1996. 9) Geoscience Analytical, Inc., Partial Environmental Audit, Lower Campus Mitigation Measures 56 & 63 ...., Dated January 10, 1996. 10) Law/Crandall, Inc., Storm Water Pollution Prevention Plan, Lower Campus Development, Dated January 19, 1996. 11) Geoscience Analytical, Inc., Partial Environmental Audit, Lower Campus, Mitigation Measure 64, Dated December 8, 1995. 5 • • 12) Merrill E. Wright, Fault Investigation, Mitigation Measure 67,..., Dated December 17, 1995. 13) Geoscience Analytical, Inc., letter regarding Mitigation Measure 70, Dated February 2, 1996. 14) David A. Boyle Engineering, Grading Plans, dated April 12, 1996. 6 • • HOAGHoag Memorial Hospital Presbyterian 301 Newport Boulevard, P.O. Box 6100 Newport Beach, California 92658-6100 Yr: me 714/645-8600 HOSPITAL May 8, 1996 Mr. Rick Higley c/o Faysal Jurdi City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92658 Re: Hoag Project #1252.78 Lower Campus West Parking Lot Subject: Grading Plans Dear Mr. Higley: We are in receipt of your comments on the grading plans for the Lower Campus West Parking Lot (plan check #3656-96). This letter is being written in response to your comments on the submittal. 1) Comment: Hoag Hospital is to obtain final of grading permit issued for installation of the sulfur treatment plant before the applied for grading permit for the proposed Lower Campus grading and parking lot can be approved. Response: The plans for the methane gas facility were originally approved by the City and permits were pulled on November 4, 1994. The City subsequently requested revisions to the project. These revisions were made and final, post -permit approval was granted by the City on November 15, 1995. However, in the interim, due to the lengthy delays in the review process for the methane gas facility, Hoag Hospital proceeded to develop plans for the Lower Campus parking lot. The grading plans submitted for the Lower Campus parking lot include the grading for the methane gas facility. The grading for both projects will be done at one time. The relocation of the methane gas facility itself has been suspended by Hoag to coordinate with pending legislation that Hoag Hospital and the City are pursuing with the state. The outcome of the legislation will determine how, when, and where the facility is finally located. 2) Comment: The project geotechnical consultant and the project environmental consultant shall both cosign the proposed grading plans. Response: The project- geotechnical consultant and the project environmental -consultant will both sign the revised grading plans. Leighton & Associates, Inc. will be the geotechnical consultant on phase I of the project (fault study and drainage improvements), and Law/Crandall, Inc. will be the project geotechnical consultant for phase II of the project (parking lot construction). GeoScience Analytical, Inc. will be the project environmental consultant. A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OP HEALTHCARE ORGANIZATIONS OVHA w.aw«w. •• • Page 2 Mr. Rick Higley May 8, 1996 3) Comment: The owner shall indicate in writing that in lieu of providing terrace drains on the slopes as required by UBC (since these are interim conditions) the Code -required terraces and drains will be incorporated into the final site grading plans and, that all ultimate graded slopes will comply with applicable codes. Response: Future development on the Lower Campus will likely be designed as was the Hoag Cancer Center, i.e., cut back into the slope face with a service road at the back of the structure and retaining walls, as needed. As individual buildings are constructed, Hoag will install terraces and drains as required by the City so that ultimate graded slopes will comply with applicable codes. 4) Comment: Provide a second copy of each geotechnical and environmental report. Response: Three copies of all reports were submitted to the City on March 7, 1996. If you require an additional report, we will provide you with one. The grading plans themselves contained a few additional minor comments. These comments will be addressed on the revised grading plans. Please call me if you have any further questions. Sincerely, ir‘r Leif N. Thompson, AIA Vice President Facilities Design and Construction LNT:ksc c: Joseph L. Boyle, David A. Boyle Engineering Greg McClure, Hoag Project Manager Peri Muretta, Consultant Rle: 1252.78.36.31 •G RADING.COMMENTS to • Chambers Group, Inc. Environmental Consultants Scientists Planners Engineers July 16, 1996 (5201) Mr. Leif Thompson, Vice President Facilities Design and Construction Hoag Memorial Hospital Presbyterian P.O. Box 6100 Newport Beach, CA 92658-6100 Subject: Archaeological and Paleontological Monitoring Plan for Hoag Hospital Lower Campus Project Dear Mr. Thompson: This letter contains the plan for grading monitoring for archaeology and paleontology based on the new information concerning project phasing that Chambers Group received at the July 10 meeting at your ofiice. The paleontological and archaeological monitor will be the same person, Diane Reeves. Pre -Grade Meeting The Paleontological Field Supervisor, the Project Archaeologist, and the monitor will be present at the Pre -Grade Meeting to inform the contractor of our monitoring procedures and discuss safety procedures. Phase I Grading for a fault study will occur during Phase I. The excavation will consist of a trench at the base of the bluff and some cutting of the lower bluff face. After the bluff face is cut back, a stratigraphic columnar section will be measured that includes the Monterey Formation and the Palos Verdes Sand. This will provide information on the thickness of each rock unit and facilitate stratigraphic placement of any fossil material encountered during monitoring. A small fossil -bearing rock sample (100 to 200 pounds) will be collected from the shell bed exposed on the bluff face. The fossil remains will be identified and curated. Excavation of the trench at the base of the bluff will be monitored when excavation occurs in fossil -bearing rock units. Corporate Headquarters 16700 Aston Street (92719) P O Box 57002192619-70021 Irvine, California 1714) 261-5414 Fax-1714) 261-8950 email: cgnrvinemaol.com Inland Empire 2001 Iowa Avenue. Suite 206 Riverside, CA 92507 1909) 276-8344 Fax. 1909) 276-0923 email• cgtrivereaol.com Y • Mr. Leif Thompson 07/16/96 Page 2 Phase II Mass grading for the project will occur during Phase II. The archaeological monitor will be present full time when grading occurs in the upper 3 feet of the bluff top and half time in any other soil being graded. The area below the bluff was previously graded and disturbed during construction of Pacific Coast Highway, and it is unlikely that intact archaeological deposits will be encountered there. If archaeological material is encountered, the Project Archaeologist will be called. If the Project Archaeologist decides that additional work is required to test or evaluate the archaeological material, a contract amendment will be negotiated. The paleontological monitor will be present when fossil -bearing deposits in the Monterey and Palos Verdes Sand Formations are exposed during mass grading. It is estimated that paleontological monitoring will be necessary for about half the estimated 2 months' duration of Phase II. The paleontological field supervisor will visit the construction site weekly to conduct safety meetings with the paleontological monitor and confer with the monitor regarding the progress of mass grading and monitoring results. The archaeological/paleontological monitor will have the power to temporarily divert equipment so that archaeological or paleontological material can be evaluated and/or collected. Any finds that cannot be collected immediately will be flagged off by the monitor, who will notify the Construction Supervisor, Project Archaeologist, and/or Project Paleontologist. All recovered fossil remains will be fully treated (prepared, identified, cataloged, and curated) to a level allowing acceptance by a repository. The Project Archaeologist and the Project Paleontologist will prepare a final report of findings for both archaeology and paleontology at the conclusion of the grading program. If you have any questions about this monitoring plan, please call me at (714) 261-5414. Sincerely, CHAMBERS GROUP, INC. Roger Project Archaeologist cc: Michael McLane, Taylor and Associates Peri Muretta, Consultant Mason Ph.D. SOPA lizln0516rdm2 echambers Group, Inc. I I � Sertall /7'1 °if/I& S tcLU446) C • rt<s--zi *can „d5z- 2(ieit - ,atv )9tev_ • • • ze,g, #cs e-f ci000k-) Oca ,,cgewu ito Wy c,„tetee r • 6 I /di / /a j / 7j /d /o1ill,Nig-- J'eoScience An!ytical Inc. "established March 1981" 4454 INDUSTRIAL STREET SIMI VALLEY, CA 93063 (805) 526-6532 FAX 526-3570 TO: Andy Varga Peck -Jones FROM: Fleet E. Rust, Ph.D. Inal 22 July 1996 RE: Site Health & Safety Plan - Hoag Memorial Hospital Presbyterian Pursuant to our discussion this morning and further discussion with repre- sentatives of Hoag Hospital, we provide the following modifications to the Site Health & Safety Plan as it shall apply to the parking lot construction project. Page 5: Safety Equipment Requirements Steel -toed Rubber Boots shall read Steel -toed Boots for workers using, or around, heavy equipment. Page 8: MM#55 Outside the gas trench/vent area, individual workers shall not be re- quired to carry personal monitors provided that during trenching and grading operations the trench shall be continuously monitored by the Site Health & Safety Officer. Page 11: the 1st sentence is modified to read " ... safe conduct of the personnel on site ..." from " ... safe-eendaet-o€ the-ether-GSA-per- sennel-en-site ..." Page 14: Inhalation Hazard: -'#-hydregen-suffide-eeaeertratien4s-#eund-te-exeeed-20-ppm-(v/v)— 724s-meditied-4e-read "If hydrogen sulfide concentration is found to ex- ceed 10 ppm (v/v) ..." Page 28: Air Quality and Personnel Exposure Monitoring: 20-ppm-(v/v) (for hydrogen sulfide) shall be modified to 10 ppni (v/v). Furthermore, the Health and Safety Officer and the Site Health and Safety Officer shall be familiar with the gas pipelines in the area and the use of the valves present to shut them off should a line be cut or otherwise damaged during construc- Environmental Audits • Hazardous Gas Engineering • Litigation Cbnsulting • Petroleum Geochemistry • • tion/excavation activities. Should you have any questions about the modifications to the Plan outlined above, please do not hesitate to call. Sincerely yours, Fleet E. Rust, Ph.D. President reHOAG0722.wsd ,22,775bise s etzeit.eoe ded,yet •% s Plan Check #365G-96 Mitigation Measures .•u igO.1. 2. Lye:4. ,G-i 19 3, G. No. 6 No. 7. '2) No. 8. 6, (yam., U Tcr 9. YV vI)GiS,eNo.10 'vi 11 �) G_.12 11�- vt) fir .13 G 1 dQo.14 • HOAG HOSPITAL Phase I Mass Grading Plan and Lower Campus parking Lot Grading Requirement Grading Requirement Fault Study required prior to issuance of building permits, per R. Higley and F. Jurdi. To be determined by the Building Department and Consultant N/A Fault study required Building Department requirement. Report submitted and applicable to the entire lower campus. Consultant to review Report to Building Department Building Department Building Department. Erosion Control Plan 21 Landscape Plan sent to M.Lomeli in General Services and D. Hofstedt, in Public Works AMR Building Department. Need copy of report sent to CRWQCB Building Department. Groundwater report Building Department. Report required. Check with consultant 1.�1Qo.15 AMR • • U� I s41 7! Planning - Copy of "Notice of Intent to Issue Permit" dated 10/16/95 in files for 346 space parking lot. Need to submit a copy of Coastal Development Permit for this. 9'J Np118-20 Wetlands Mitigation Plan - Do we have? DFDG to review plan as part of the �D Streambed Alteration Agreement. V21 y- n Letter received, will require a follow up letter after grading is completed L.Nt5122 Same frtticri3 N/A 24 Coastal Permit for parking lot needed. Perry to send. See No. 16,17. 5-27 N/A VNo.28 AMR .LNC29-32 N/A Ff rT _101 .33 Public Works to review • ✓No.34 N/A ro- 35 AMR 36 N/A ;,, �--0 Buildin a 4.P. pp- � at peter eta- ���' lJ 14 Q Traffic Engineer to review T 38 j-No 39-41 N/A (� o. 42 AMR Plans sent to Public Works and General Services Need a letter from the electrical engineer that this has been done. The plan proposed looks good, but will require a manufacturer's specification on the covering of the light source. Planning Dept./Bldg. Dept. N/A • • (LAtfo<6 N/A No. 47 Pending - 60 days after grading permits issued. Hold on final. Planning See note for Mitigation Measure #37. Will need an east and west elevation showing the height of the light poles in relation to the natural grade and the height plane restrictions. 6 7 c`�3) C�`��3�� ' � V ,..49 N/A 4LosP�.433 f yt '24o.50 N/A eqe No. 51 Reports submitted 4/25/94 and 5/17/94, Perry, Consultant & Bldg to check Methane, hydrogen sulphide, Methane Meetings - Legislation: Jan Debay, Don iL t \?Tt4 44 55 Webb, Peggy Ducey, Mike Sinacori, Legislation -Senator's Office and Division of Oil and Gass to relocate flare. pg 73 - 50,000 PPM Gis e�x losive, lethal, Perry. "� / ' dO 53:2,c ft» 6' ` ' iY1-4r0 G�DI� I TN submitted a long time ago, FYI b tON1PX -I'- c N Ao. 53 cX. �No. 54 Building Department, additional collection wells, see #52, more wells needed, not for parking lot,,but support services, Perry 6,7d o �� Building Department "� 156 No need to mitigate, not problems for parking lot - Perry? Check report o. 57-59 Perry - no need for new wells? 1 .60-61 Flare. Sege- l ON N.or62 Public Works, John Wolters was working on -check. Stormwater pollution / prevention plan. Ikf.63 Soil samples?? (see #56) 0.64 vents, look at to make sure vents are working, report says soil? Consultant to check report r5-65 N/A Inferred fault, not comprehensive, not big deal - Perry. Consultant to review 68-69 N/A • • This is the report. The system itself on parking lot plan - Perry. Consultant to review. Building Dept. c•146.71-73 N/A 6.N6.-74 When we get a grading contractor - Perry, Building tAcS.-35 N/A L-NC76 L-3167-77-78 No. 87 �N8'88 1,,.No 89 (l0690 Completed N/A Perry - From 8/9�, had four years to shut down the flare. 9/94) N/A �� Grading/Building Dept. Do not need for a parking lot. Received a couple of letters - Perry - Check file Building/ Planning Dept. N/A Planning - Letter received Grading, Public Works, Traffic Building Dept. Building Dept. N/A Pee- No. 91 On Plan - Perry - Fire Dept. Send N/A *' u`' 93 Public Works, Utilities Dept. tOK 4 N/A Fire Dept. • • 1/No.96-97 N/A A. 98 Building Dept. 14 99 N/A L.No.100 Building/Grading "/101 Janet to review parking lot, Rich E. approved for mass grading - Perry Traffic INo. 102 No routes - Perry - Traffic To review '-'No. 103 On Plans - Perry - Traffic to review `Nb. 104-107 Building Department, Grading " i;N108 Janet said no - Perry - Okay, Traffic Pr o. 109 Emissions from stationary equipment - John or Patty (Perry) Page 4 thresholds - see EIR. Is it significant? Perry said EIR overrides Check 4 110 Contractor, Building Dept. No. 111 Building, 1, N-6 112 Building V . 113 Traffic, Public Works ,No 114-120 N/A "1 . 121 Building, Grading, Report t lA We. 122 OSHA requirements 123 N/A HOAGHoag Memorial Hospital Presbyterian 301 Newport Boulevard, P.O. Box 6100 Newport Beach, California 92658-6100 Phone 714/645-8600 HOSPITAL August 13, 1996 Ms. Genia Garcia Associate Planner City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92658-1568 Re: Hoag Project #1252.78 Lower Campus Parking Lot (Building Address One Hoag Drive, Lot 50) Subject: Response to City Comments (Plan Check 365G-96) Dear Ms. Garcia: We have received comments from the City on Hoag Hospital's proposed Lower Campus parking lot. Revised plans are enclosed for the City's review. At the request of Ray Baltera, we are also submitting a set of revised electrical plans directly to him for his review. Below is a compilation of all City comments. As was discussed last week, we would like to meet with you, traffic (Janet Divan), landscape (Marcelino Lomeli), and fire (Steve Bunting) to review the minor plan changes that were made in response to their comments. Public Works There was only one comment made by the Public Works Department which necessitated plan or document changes. Public Works requested that the catch basin size be increased from 7' to 10'. This change is shown on the revised grading plan, Sheet 2. Electrical Ray Baltera approved the electrical plans as submitted by Hoag with no corrections. Hoag, however, has made several minor revisions. These changes are shown on the electrical plans that are being directly resubmitted to Ray Baltera and include: 1) Sheet E-1 • Deleted General Notes 8, 10, 11, 12, 32 and 33. • Clarified remarks on fixture schedule. 2) Sheet E-2 • Revised Specific Notes 5, 6, 9 and 10. • Added Specific Notes 18 - 24. • Added power from panel board for future gas flare equipment. • Added telecommunications conduits for future gas flare equipment. A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS OVHA Ms. Garcia Page 2 August 13, 1996 1) Sheet E-4 • Clarified light standard concrete base dimensions and reinforcement steel. • Added specific note 12. Further, you had requested that the manufacturer's specifications for the parking lot light standard and light shield be submitted to you for review for planning purposes. This Information is also enclosed. Fire The revised plans respond to the questions of the Fire Department. These questions are responded to below. 1) Fire Department Comment: A forty -foot turning radius is required for all intersections in the parking lot. It appears that all intersections are in compliance with the exception of the eastern most intersection. On Sheet 3 of 5 the area is circled in blue. Hoag Hospital Response: There are no raised islands in the parking lot, parking aisle breaks are painted only. A forty -foot turning radius was provided at all intersections in the parking lot on the originally -submitted plans. A note verifying the forty -foot radius has been added to the revised plans for reference. 2) Fire Department Comment: Sheet 3 of 5 does not show entrance and exit widths for the parking lot. Hoag Hospital should be informed that the minimum clear width for access and egress is fourteen feet. Hoag Hospital Response: Entry drive aisle widths have been added to the plans. Traffic Engineering Janet Divan provided comments on the Lower Campus parking lot plans to Peri Muretta at a July 16, 1996 meeting. Comments and responses are provided below. 1) Traffic Engineering Comment: Check fire truck turning radius. A minimum of forty -feet is required. Hoag Hospital Response: A forty -foot turning radius is provided at all intersections in the parking lot. A note verifying this forty -foot radius has been added to the plans for reference. Ms. Garcia Page 3 August 13, 1996 2) Traffic Engineering Comment: The center turning lane at Hoag Drive for access onto West Coast Highway can be bi-directional. Hoag Hospital Response: The center lane direction arrow has been revised to show both left and right turns. 3) Traffic Engineering Comment: Explore the feasibility of relocating the shuttle drop off point to the north side of the lot, including adding a crosswalk from the handicapped parking stalls to the relocated shuttle drop off area. Hoag Hospital Response: This change to the plans would require handicapped persons to cross behind other cars and across traffic lanes. A parking lot configuration containing this crossing is not permitted by the California Building Code, Title 24, 1129B.4-3. Landscaping The landscaping plans contained only two comments. However, Hoag Hospital has made a number of additional revisions to the plans, which are shown on the revised plans and described below. 1) Landscape Comment: The plans show Nerium Oleander "petite pink." This may be a problem based on the City's recent problems on adjacent medians. Hoag Hospital Response: Nerium oleander "petite pink" has been substituted with Penniselum setacerum "Cupreum" on the revised plans. 2) Landscape Comment: Clarify twist tie shown on detail W ID-1. Hoag Hospital Response: On Sheet ID-1, Detail W has been changed from twist tie to cinch tie. The following landscape plan revisions have been shown on the enclosed plans, and were made based on the requests of Hoag Hospital: 1) Sheet P-1 • Substituted two Melaleuca with Tipuana tipus. • Substituted five metrosideros with two Tipuana tipus and three Jacaranda. Ms. Garcia Page 4 August 13, 1996 • Substituted Aptenia cordifolia with hydroseeded Festuca rubra at eight pounds/ 1,000 square feet. 2) Sheet P-2 • Clarified Notes 13 and 16 to refer to Sheet ID-1. • Substituted Aptenia cordifolia with hydroseeded Festuca rubra at eight pounds/ 1,000 square feet. 3) Sheet 1-1 • Deleted the word "future" from note regarding irrigation connection to water main at east end of site near the Child Care Center. Revised the note to read "2" stub out from meter 8" water main. Refer to Civil Engineer's Plan." 4) Sheet 1-2 • Clarified contractor responsibility on Notes 6, 8, 10 and 14. References specific to subcontractors were deleted. • Clarified operating pressures and demand loads. • Clarified planting at median at Hoag Drive and West Coast Highway. 5) Sheet ID-1 • Added rebar and expansion joint specifications to Detail "T." Building Department On May 8, 1996, Hoag Hospital sent a letter to Rick Higley responding to his grading plan check comments (enclosed). Rick Higley was subsequently asked by the City to review the Building Department mitigation measures for the proposed Lower Campus parking lot. On June 10, 1996, he sent a letter to the City summarizing his review (enclosed). On July 2, 1996, Hoag Hospital sent a response letter back to Rick Higley related to each of the mitigation measures (enclosed). It is our understanding that he has not responded to the July 2, 1996 letter, pending receipt of the revised plans, which are enclosed. Below is a response to his comments that were specific to the plans. Refer to the July 2 and May 8 letters from Hoag for general information and mitigation measure related responses. 1) Building Department Comment: Show job address. Hoag Hospital Response: The job site address of "One Hoag Drive, Lot 50" has been added to Sheet 1. 2) Building Department Comment: Submit summary of all drainage devices, on -site parking and drainage improvements for fee determination. Ms. Garcia Page 5 August 13, 1996 Hoag Hospital Response: Refer to construction notes and quantity estimates on Sheet 1. 3) Building Department Comment: The project geotechnical consultant and the project environmental consultant shall both cosign the proposed grading plans. Hoag Hospital Response: Law/Crandall is the soils engineer and they have signed the plans. The work being done by Leighton for the fault study will be included in Law/Crandall's report covering the job as a whole. Signatures from the environmental consultant (GeoScience Analytical, Inc.) have been added to the plans. 4) Building Department Comment: Hoag Hospital to obtain final of grading permit for flare facility prior to grading permit issuance for parking lot. Hoag Hospital Response; Refer to May 8, 1996 letter to Rick Higley from Hoag Hospital. The Lower Campus parking lot grading plans show the required grading around the flare facility. 5) Building Department Comment: The owner shall indicate in writing that in lieu of providing terrace drains on the slopes as required by UBC (since these are interim conditions) the code -required terraces and drains will be incorporated into the final site grading plans and that all ultimate graded slopes will comply with applicable codes. Hoag Hospital Response: Refer to May 8 1996 letter from Hoag Hospital to Rick Higley. 6) Building Department Comment: Provide a second copy of each geotechnical and environmental report (one copy has so far been received by the Building Department). Hoag Hospital Response: Refer to May 8, 1996 letter from Hoag Hospital to Rick Higley. Ms. Garcia Page 6 August 13, 1996 7) Building Department Comment: Sheets 1 and 2, Construction Note 28: Provide a pavement design section approved by the project soils engineer and based on R-value testing. Hoag Hospital Response: Refer to revised Construction Note 28. Also see the soils report entitled "Report of Geotechnical Investigation, Proposed Parking Lot and Future Building Development, Western Portion of the Lower Campus, Hoag Memorial Hospital Presbyterian, Newport Beach, California," Law/Crandall, Inc., January 23, 1996. 8) Building Department Comment: Sheet 2, Construction Note 36: Provide design section for haul road. Hoag Hospital Response: See revised Construction Note 36. In addition to revisions made to the plans in response to City questions, a number of additional revisions were made to the plans for clarification purposed and in response to field conditions. These are summarized below. 1) Subdrain Sheet 2 • The subdrain to be installed along the toe of the existing slope is to be installed in the existing earth ditch until it reaches the point marked on the plan between Sections 8 and 9. Sheets 2 and 5 • The subdrain to be installed in the backcut from Sections 1 thru 7 has been modified to delete the non -perforated pipe that previously was shown parallel to the toe of slope. Sheet 1 • The quantities have been adjusted to reflect the changes. 2) Backcut Sheet 2 • The backcut for the faulting study behind the flare system has been located on the plans as part of the subdrain extension. The typical Sections 8, 9 and 10 on Sheet 5 depict the general intent. Ms. Garcia Page 7 August 13, 1996 3) Grading Sheet 2 • The small slope bank westerly of the flare system has been moved toward the flare to provide more setback to the subdrain construction. 4) Catch Basins Sheet 2 • A fossil filter system is to be installed in 3 catch basins which receive runoff from the parking lot (see miscellaneous notes below related to the Storm Water Pollution Prevention Plan). This is a pre -fabricated tray with absorbent material manufactured by Kristar (1-800-579-8819) and available through Chuck McKinley Maintenance Products, Inc., Huntington Beach (1-800-950-3002). 5) Sheets 1, 2 and 5 • Construction Notes 48 - 52 have been added. 6) Sheet 2 • Detail 2 has been clarified showing reinforcing steel in splash wall. 7) Sheet 3 • Dimensions have been clarified to show the length of accessible parking stalls and width of adjacent drive aisle. 8) Sheet 4 • Detail 9 has been clarified to show reinforcing steel in splash wall. 9) Sheet 5 • Revised Sections 1 - 6. • Added Construction Notes 50 - 52. • Added typical detail for replacement fill subdrain. • Added Sections 7 - 10. Miscellaneous In addition to the plan changes discussed above, there have been revisions or clarifications made to several reports that were originally -submitted to the City with the permit application and mitigation measures compliance documentation on March 7, 1996. These are discussed below. 1) Mitigation Measures 21/22 Enclosed is a letter from the project archaeologist/paleontologist detailing a monitoring plan for the grading of the Lower Campus parking lot. Ms. Garcia Page 8 August 13, 1996 2) Mitigation Measure 53 Enclosed is a letter from GeoScience Analytical, Inc. containing modifications to the Site Health and Safety Plan as related to the Lower Campus parking lot. 3) Mitigation Measure 62 The City had no comments on the Storm Water Pollution Prevention Plan (SWPPP) for the project. However, the SWPPP was required to be reviewed by the California Coastal Commission staff in order to satisfy a Coastal Development Permit Condition of Approval. Coastal staff required a revision to the SWPPP (enclosed). This revision was to require filtration systems in on -site catch basins (see also Note 7 under comments made by Hoag Hospital in addition to Building Department comments). 4) Outstanding Lower Campus parking lot permit fees It is our understanding that the following fees are remaining for the Lower Campus parking lot: • Precise grading permit $6,050.00 • Building permit 1,542.75 • Plumbing permit 169.50 • Electrical permit 137.50 Total: $7,899.75 A check for the entire remaining balance is enclosed. As you know, Hoag Hospital is currently in the process of: 1) completing the fault investigation required by Mitigation Measure 3, and 2) installing drainage improvements. We anticipate that we will be ready to commence the second phase of the parking lot grading operations by August 26, 1996. It is important to obtain our back check approvals prior to this time so that the project can continue and will not be stopped mid -stream. We appreciate your efforts in --isting with the review process. If you have any questions, please call me. Sincerely, 'It Michael K. Mane, AIA Project Ma ager Facilities q,-sign and Construction MKM:ksc Ms. Garcia Page 9 August 13, 1996 c: Ray Baltera, City of Newport Beach Steve Bunting, City of Newport Beach Janet Divan, City of Newport Beach Rick Higley, R.T. Higley Associates Marcelino Lomeli, City of Newport Beach Peri Muretta, Consultant Leif N. Thompson, Vice President, Facilities Design and Construction Enclosures: 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Revised electrical plans date stamped August 2, 1996 with Delta 1 revisions dated July 25, 1996 Parking lot lighting - manufacturer's specifications for light standard and light shield Fire Department plan check comments Revised parking lot plans, including grading plans date stamped August 2, 1996 Traffic Engineering plan check comments Landscaping plan check comments Revised landscaping plans date stamped August 2, 1996 with Delta 1 revisions dated July 25, 1996 Building Department plan check comments May 8, 1996 letter from Hoag Hospital to Rick Higley June 10, 1996 mitigation measure summary from Rick Higley to July 2, 1996 letter from Hoag Hospital to Rick Higley July 16, 1996 letter from Chambers Group, Inc. to Hoag Hospital related to archaeological/paleontological monitoring July 22, 1996 letter from GeoScience Analytical, Inc. to Peck Jones related to modifications to the Site Health and Safety Plan Revised pp. iii and p. 34, Storm Water Pollution Prevention Plan, Law/Crandall, Inc., January 19, 1996. Check for outstanding permit fees File: 1252.78-36.31-G.GARCIA. LTR City of Newport Beach DATE: CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 FAX COVER SHEET TO: £/ CX.*/ G t ey BUSINESS PHONE: FAX NUMBER: RE: Voa-5GJ% THE FOLLOWING DOCUMENT IS FROM: NO. OF PAGES: SPECIAL INSTRUCTIONS: CI OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA.'9/26663 /Y' PHONE NO.: (714) L07 320‘ FAX NO.: (714)644-3250 3300 Newport Boulevard, Newport Beach • • HOAG MEMORIAL HOSPITAL PRESBYTERIAN Standard Form of Agreement Between Owner and Contractor .. where the basis of -payment is a STIPULATED -SUM 1990 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH ANATTORNEYIS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION Use only with the 1990 Edition of FD 201, General Conditions of the Contract for Construction. AGREEMENT made as of the fifteenth day of. July in the year of Nineteen Hundred Ninety -Six. BETWEEN the Owner: and the Contractor. The Project Hoag Memorial Hospital Presbyterian One Hoag Drive, Box 6100 Newport Beach, California 92658-6100 Peck/Jones 10866 Wilshire Boulevard Los Angeles, CA 90024-4303 Hoag Project Number 1252.78 Lower Campus West Parking Lot The Engineer: Refer to Exhibit H The Owner and the Contractor agree as set forth below. OWNER CONTRACTOR INUALS INITIALS DOCUMENT FD 101 • HOAG MEMORIAL HOSPITAL PRESBYTERIAN • STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR • (REV. 1 Vi0r93) • JANUARY 1990 • 301 NEWPORT BLVD. • BOX 6100,• NEWPORT BEACH, CAUFORNIA 92659.6100 • • • EXHIBIT A SECTION 01000 SUPPLEMENTAL GENERAL CONDITIONS (Applies to All Divisions and Sections) 1. DRAWINGS AND SPECIFICATIONS "Approved equal" or "or equal" shall mean in -the opinion of or as approved by the Engineer or Designer. Where such approvals are not requested and granted prior to the signing of the contract, there will be no deviation from the materials specified. 2. GUARANTEES The Contractor shall guarantee the Work in the_Contract to be free from defects in material and workmanship for a period of one year from the date of final acceptance (unless a longer period is specified in the respective section of the specifications). The Contractor shall agree in writing to repair or replace, at his expense, any Work which becomes defective during the guarantee period. 3. GOVERNING CODES AND REGULATIONS The Contractor shall abide by all current local goveming ordinances and codes. 4. MEASUREMENTS Each Contractor and Subcontractor shall verify all measurements at the construction site, and they shall be responsible for the correctness of the same. No extra compensation will be allowed on account of any difference between actual dimensions and measurements indicated on the Drawings. If a difference exists, it shall be submitted to the Designer for consideration before proceeding with the Work. 5. TEMPORARY FACILITIES a. Electrical power, and water, for construction purposes will be available at the job site. Contractor shall provide and pay for any telephones required for his own use during entire construction period. b. Owner shall provide and pay for temporary water and power. c. Contractor shall obtain and pay for temporary telephone, portable toilet facilities and dumpsters and shall have them removed at the completion of the Work. 6. OFFICE AND STORAGE BUILDINGS The Contractor shall provide and maintain, if appropriate, a suitable office as may be required for use by himself and shall provide access for Engineer or Designer and Hoag's Project Manager at all times. Keys for same shall be provided to Hoag Security Services Department. FILE 1252.78-01.06-EXH A.SUPP.GEN Page 1 of 5 EXHIBIT A 7. PROTECTION The Owner does not assume any responsibility, at any time, for the protection of the new work, or for loss of materials through theft or _vandalism from the time that the construction operations have commenced until the entire completion and acceptance of the site by the Owner. Such protection shall be provided by the Contractor, and the cost thereof shall be included in the Proposal to the Owner. 8. HANDLING MATERIALS The Contractor and each Subcontractor shall be responsible for the proper care and protection of his own materials, equipment, etc., delivered to the site. When any room, space or area in the building is used as a shop, storeroom, etc., the one making use of same will be held responsible for repairs, patching and cleaning arising out of such use. 9. ASBESTOS NOTIFICATION AND DISCLOSURE The Contractor and each Subcontractor must sign the Asbestos Notificaion and Disclosure statement (see Exhibit A-1) and return it to the FD&C Project Manager prior to commencing the Project. 10. DAILY FIELD REPORTS AND INSPECTION SHEETS The Contractor's field personnel shall maintain the "Daily Inspection Sheets" (see Exhibit A-2) for Interim Life Safety Measures For Construction Projects on the attached Hoag form. In addition, the Contractor shall submit weekly copies of the above Daily Inspection Reports and copies of the Contractors Daily Field Report to the FD&C Project Manager. 11. LIFE SAFETY/FIRE DRILL EVALUATION FORM Refer to the completed "Construction Site Life Safety/Fire Drill Evaluation Form" (see Exhibit A-3) for requirements for fire drills for this Project. Note: This form is to be completed by the Owner's Representative and Owner prior to commencement of construction and be approved by Hoag's' Safety Officer. 12. INTERIM LIFE SAFETY MEASURES The Contractor and his Subcontractors shall conform to the "Interim Life Safety Measures" (ILSM) and other safety procedures that may be established by the Owner from time to time during the course of construction. (see Exhibit A-2) 13. SECURITYBADGES The Contractor and his Subcontractors shall wear security badges, furnished by the Owner, at all times during the construction of the Project. Notify the Owner's Representative of the quantity of badges required. All badges are the property of the Owner and shall be returned to Owner's Representative prior to final payment to the Contractor. FILE: 1252.78-01.08-EXH ASUPP.GEN Page 2 of 5 • • EXHIBIT A 14. SITE HEALTH AND SAFETY PLAN Ensure conformance with the "Site Health and Safety Plan for the Hoag Memorial Hospital Presbyterian Master Plan -Newport Beach, -California" dated August 5, 1993 and prepared by GeoScience Analytical. Conformance with this plan in no way negates the Contractor's responsibilities described under Article 10 of the General Conditions of the Contract for Construction. In the event -of - discrepancy, notify the Owner's Representative immediately. 15. STORM WATER POLLUTION PREVENTION PLAN Ensure conformance with the "Storm Water Pollution Prevention Plan -Lower Campus Development' dated January 19, 1996 and, prepared by Law/Crandall, Inc.; including, but not limited to, Appendix D "Orange County, Drainage Area Management Plan, Appendices F and G" dated April 1993; Appendix F "BMP Standards" dated March 1993; Appendix G "Site Inspection Records"; Appendix I "Training Meeting Attendance Lists " and Appendix L "California National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction Activity' dated September 8, 1992 and prepared by the State Water Resources Control Board. 16. MITIGATION MEASURES # 2 . Prior to the issuance of a grading permit, the project geotechnical engineer shall submit documentation to the City of Newport Beach Building Department confirming that all cut slopes shall be monitored for potential instabilities by the project geotechnical engineer during all site grading and construction activities and strictly monitor the slopes in accordance with the documentation. # 9 . Ensure that the construction erosion controls are consistent with the City of Newport Beach Grading Ordinance and include procedures to minimize potential impacts of silt, debris, dust, and other water pollutants. These procedures may include, but are not limited to: the replanting of exposed slopes within 30 days after grading or as required by the City Engineer; the use of sandbags to slow the velocity of or divert storm flows; the limiting of grading to the non -rainy season. The Contractor shall strictly adhere to the approved construction erosion control plan and compliance shall be monitored on an on -going basis by the Newport Beach Building Department. #55. Continuous monitoring for methane and hydrogen sulfide shall be conducted during the disturbance of the soils and during any construction activities that may result in an increase in the seepage of the gases. Maintain a continuous monitor in the immediate vicinity of the excavation, and a personal monitor, with an alarm, shall be worn by each worker with a potential for exposure. #74. During construction, ensure that an explosimeter is used to monitor methane levels and percentage range. Additionally, construction contractors shall be required to have a health and safety plan that includes procedures for worker/site'safety for methane. If dangerous FILE 1252.78-01.06-EXH A.SUPP.GEN Page 3 of 5 • • EXHIBIT A MITIGATION MEASURES - continued levels of methane are discovered, construction in the vicinity shall stop, the City of Newport Beach Fire Department shall be notified, and appropriate procedures followed in order to contain the methane to acceptable and safe levels. #82. Comply with all applicable Southern California Air Quality Management District (SCAQMD) Rules, including Rule 402, Public Nuisance, and Rule 403, Fugitive Dust. #103.Provide advance written notice of temporary traffic disruptions to affected areas, businesses, and the public. This notice shall be provided at least two weeks prior to disruptions. # 104. Ensure that construction activities requiring more than 16 truck (i.e., multiple axle vehicle) trips per hour, such as excavation and concrete pours, be limited between June 1 and September 1 to avoid traffic conflicts with beach and tourist traffic. At all other times, such activities shall be limited to 25 truck (i.e., multiple axle vehicle) trips per hour unless otherwise approved by the City traffic engineer. Haul operations will be monitored by the Public Works Department and additional restrictions may be applied if traffic congestion problems arise. #105. Ensure that all trucks used for hauling material be covered to minimize material loss during transit. #106. Ensure that all project related grading shall be performed in accordance with the City of Newport Beach Grading Ordinance which contains procedures and requirements relative to dust control, erosion and siltation control, noise, and other grading related activities. # 107. Comply with Southern California Air Quality Management District (SCAQMD) Rule 403 which requires watering during the morning and evening prior to or after earth moving operations. To further reduce dust generation, grading should not occur when wind speeds exceed 25 miles per hour (MPH), and soil binders on SCAQMD approved chemical stabilizers should be spread on construction sites or unpaved areas. Additional measures to control fugitive dust include street sweeping of roads used by construction vehicles, reduction of speeds on all unpaved roads to 15 miles per hour, suspension of operations during first and second stage smog alerts, and wheel washing before construction vehicles leave the site. # 1 1 0. Ensure that low emission mobile and stationary equipment is utilized during construction, and low sulfur fuel is utilized in stationary equipment, when available. # 11 1. Ensure that all internal combustion engines associated with construction activities be fitted with properly maintained mufflers and kept in proper tune. FLE: 1252.78-01.06-EXH ASUPP.GEN Page 4 of 5 • EXHIBIT A MITIGATION MEASURES - continued #1 1 2. Ensure that construction activities are conducted in accordance with Newport Beach Municipal Code, which limits the hours of construction and excavation work to 7:00 a.m. to 6:00 p.m. on weekdays, and 8:00 a.m. to 6:00 p.m. on Saturdays. No person shall, while engaged in construction, remodeling, digging, grading, demolition, painting, plastering or any other related building activity, operate any tool, equipment or machine in a manner that produces loud noise that disturbs, or could disturb, a person —of -normal sensitivity who works or resides in the vicinity, on any Sunday or any holiday. FILE 1252.78-01.06•EXH A.SUPP.GEN Page 5 of 5 J • ff (9 te 0 4 • Yr' .0: - _____ . _ ,,k4e. f 4 ` III ✓ --4-_,aG�r�t+ z �-�7 ii _ - / i / / �, A.. 101. HOSPITALr • HOAGHoag Memorial Hospital Presbyterian 301 Newport Boulevard, P.O. Box 6100 Newport Beach, California 92658-6100 Phone 714/645-8600 August 27, 1996 Janet Divan City of Newport Beach Traffic Engineering Department 3300 Newport Boulevard P.O. Box 1768 Newport Beach, California 92659-1768 • RECtivED elf PLANNING DEPARTMENT CITY OF NEWPORT BEACH SEP 0 31996 AN 8t9110a11d2t11213141503 Reference: Hoag Project #1252.78 Lower Campus West Parking Lot Subject: Plan Check Comments Dear Ms. Divan: This letter Is to confirm our phone conversation yesterday, August 26, regarding the shuttle stop and accessible parking stalls. In regards to the shuttle stop location, Leif Thompson, of Hoag Hospital, has instructed me to delete the shuttle stop. The shuttle is not required by any agency. In regards to the accessible parking stalls, you indicated that in a conversation that you had with Faysal Jurdi, of the City Building Department, the accessible stalls are not required for this parking lot. Since the additional parking generated by the construction of this lot is not required parking and the buildings closest to this lot already have accessible parking, there is no requirement for these accessible stalls. Therefore, the accessible stalls will be changed to regular parking stalls. The Drawings will be modified to show both of these revisions. Final drawings will be submitted to the City for signature once we have been informed by Genia Garcia that remaining plan check comments from other departments have been approved. This letter represents my understanding of our conversation. Please contact me immediately if I am incorrect. Michael K(McLane. AIA Project Manager MKM: gl c: David Boyle - David A. Boyle Engineering Genic Garcia - Newport Beach Planning Department Peri Muretta - Consultant Leif Thompson - Hoag Hospital Facilities Design File: 1252.78.38.55-D I VA N.082796 A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS •VHA YM%F{a. • R. T. Higley Associates September 5, 1996 Ms. Genia Garcia, Associate Planner Planning Department City of Newport Beach 3300 Newport Blvd. Newport Beach, Ca 92663-3884 • Geotechnical and Municipal Services REII CWtD BY PLANNING DEPARTMENT CITY OF NEWPORT BEACH SEP 0 61996 AV TIa191S1u111b12i31419 6 Subject: Review of GeoScience Analytical Inc. Report Relative to Passive Gas Collection System, Proposed Lower Campus Parking Lot, Hoag Memorial Hospital, Plan Check No. 365G-96. Reference: GeoScience Analytical Inc., Hoag Memorial Hospital Presbyterian, Lower Campus Parking Lot - Passive Gas Trench Subdrain. Report dated: September 4, 1996. Dear Genia: At your request I have reviewed the above referenced report. It is understood that this report was sent to you by Hoag Hospital's consultants as a response to the City's corrections and comments regarding Mitigation Measure (MM) 70 as it applies to the gas collection system presented on the site grading plans by Boyle Engineering. Mitigation Measure 70 states " Project Sponsor shall submit plans to the Grading Engineer, City of Newport Beach, indicating that all buildings and parking lots will be constructed with passive gas collection systems ....". Based upon the review of the subject report which you faxed to me on September 5, 1996 the following comments and opinions are offered for your consideration: 1) The copy of the report which you have received was not signed and no license for either an engineer or geologist was indicated. Please request the applicant to provide you with a copy for the City files which has been signed and appropriate license number of the professional noted as well 310 Robinbood Lane, Costa Mesa, CA 92627 Tel: (714) 642-7801 Fax: (714) 642-5654 Ms. Genia Garcia September 5, 1996 Page 2 as the date of the license expiration. This information is required by the Department of Consumer Affairs under the licensing acts for a number of professionals. 2) You had indicated in our telephone conversation of September 5, 1996 that the applicant's representative had told you that you and I did not properly understand the intent of MM 70. As I recall, it was City staff who wrote this MM into the conditions of approval adopted for this project. The intent of this condition is to prevent any potentially dangerous buildup/concentration of toxic gases beneath future, relatively impervious improvements such as the proposed parking lot. This requirement was based upon historical problems in the area surrounding the subject site. The MM is written quite clearly. 3) It should be noted that in the first paragraph of the subject report it is stated that " The remainder of the site is void of appreciable concentrations of surficial hydrocarbons at the present time." I agree with the consultant's use of these words as the present state of the art, in so far as earth sciences are concerned, is such that future directions of gas migration, locations of concentrated pockets and concentration levels are impossible to reasonably predict. In addition, interpretations of subsurface conditions are based upon only those precise locations where borings have been located and interpolation is therefore required between borings. It is extremely difficult to predict with any certainty whether this area will or will not see any future changes in the locations, paths of migration or of concentration levels. Since the issue here is public health and safety, I would recommend, based upon the geologic information provided to date and the inherently imprecise nature of subsurface investigations, that the City continue to require that the design requested in MM 70 be provided by the applicant. The entire length of the parking lot should be underlain by an adequately designed and vented system. 4) The consultant's concern that increasing the area of the system beyond that currently shown on the latest grading plans might lead to migration to areas of lower concentration may be justified. However, this possiblilty could easily be mitigated by designing a system which would consist of R. T. Higley Associates Ceoiethniaal and AfuniapaiSauces Ms. Genia Garcia September 5, 1996 Page 3 several discreet pipe systems, each with its own vents and without connection to the others. There may be other solutions but this would seem to be the most logical. 5) The consultant indicated that vent stacks had been shown on the plans. It zeeo"o appears that I missed this in my review. The vents should also be shown 1c Z 4-4 in a detail so that the contractor and inspection staff will know better what ,u should occur in the field. 4frepat SALL,6) Any water collected in the passive gas collection system shall drain r '2,C✓C separately from the slope subdrain system. Do not connect the gas collection system to any closed drain system. Outlet water collected within passive gas collection system through wall of existing v-ditch, Coast Highway curb face etc. appreciate the opportunity to be of continued service to the City and trust that this information will be helpful in resolving this issue. If you have questions or require additional information please do not hesitate to call me. Sincerely, R. T. HIGLEY ASSOCIATES Richard T. Higley Certifed Engineering Geologist, No. 1171 RTH/cd c.c: F. Jurdi, Chief Plan Check Engineer Ceolerlinical and Mwdapal Semites a fA • • Date: September6, 1996 TO: Faysal Jurdi, Bldg Dept. FROM: Genia Garcia, Planning Department SUBJECT: Hoag Hospital Parking Lot Permit On September 3rd or 4th, the engineer for Hoag Hospital picked up the plan -check corrections from the Building Department on the aboved referenced project. The City's consultant, Rick Higley, has a correctionregarding Mitigation Measure No. 70. The consulting engineer for Hoag is disputing the intent and language of Mitigation Measure No. 70 which has to do with additional gas collection systems under the proposed parking lot. I received a Fax on September 5 from GeoScience Analytical in response to Rick Higley's corrections, also included is a letter from Leighton and Associates relating to the Fault Study. In the interest of saving time, I contacted Rick Higley to' discuss his corrections and then faxed the enclosed letter to him. Enclosed you will find a letter from Rick Higley, detailing the position that our consultant is taking on Mitigation Measure No. 70. I shall fax his response to Mr. Leif Thompson, of Facilities Design and Construction for Hoag Hospital, and Perri Murretta, Hoag Hospital consultant. Hoag would like to have a meeting with us on Monday, September 9th at either 10:00 a.m. or 3:00 p.m. I have left a message for Rick Higley, asking him to attend this meeting. I shall let you know what time the meeting is scheduled for. If you will not be able to attend, please let me know. cc: Patty Temple Raimar Schuller 2120 UNIVERSITY DRIVE. SUITE 200 NEwPORT REACH CALIFORNIA 02660 71,1 174 1325 FAX 714 174 121E AICMI.CCtU.L AND .NfttIG! OtSIGN %i /1 '� FAX TRANSMITTAL TO: TatA A FROM: 1"4l COMPANY: 'U ti•JitIG DATE: Q/6/9!/ FAX NO.: 044 —1Azso TIME: 9 : 20 TRANSMITTING 4. PAGES, INCLUDING THIS PAGE JOB NUMBER. r214 • 00 JOB NAME: f0}� / -6wttL. 0-0413,5 flitittge TAYL•R 5 ASSOCIA ES A 2.0 1I tif C IS ITEMS TRANSMITTING: LerrER.. flv & e40o631ace , 4r+n..wfcar . ¶Zte. 4- ilb taky S %nm WIe►to 1~jzor•t. 1.-6.4e.strou o ftdoSe . KE;•. P.Auc r -s,up y MESSAGE: HARD COPY TO FOLLOW: Yes V No_„__ If there are any problems with this transmission, please call us immediately Telephone No.: 714/574-1325 FAX No.: 714/574-1338 TO'd 0SZ£Gh9 0l S31tiIDOSSd 8 2101,W1 WOdd NUTT:60 966T-S0-60 GeoScience Analytical Inc. • • • "cstaMWicd March 1981" 4454 INDUSTRIAL STREET SIMI VALLEY, CA 99063 (805) 526 6532 FAX 620-3570 Mr. Mike McLane Taylor & Associates 2220 University Drive, Ste. 200 Newport Beach, CA 92660 4 September 1906 CoPY HE: Hoag Memorial Hospital Presbyterian Lower Campus Parking Lot - Paesivs Sas Trench Subttraln Dear Mr. McLane: We respond herein to your telephonically communicated comments related to Mitigation Measure 70. The intent of MM70 Is to provide subsurface gas mitigation under structures and under paved areas of the site which contain surficlal hydrocarbons within the soli at significantly elevated concentrations. We have advanced soil borings and probes throughout the subject site in order to evaluate the soil gas concentrations and vertical distributions of same. Our Investigations have identified elevated con- oentrations of soil gas within the upper most 40.0' of soil in the southeastern portion of the property only. The remainder of the site is void of appreclaabfe concentrations ot'surficlaf hydrocarbons at the present tima. Based on the results of our Investigations, we have designed a passive gas extraction system within a portion of the anticipated parking lot. We have not de- signed a gas extraction system in areas not containing sutficiai hydrocarbons. Had we done so, It le our experience that the system would serve to provide a near sur- face pathway for gaseous migration from areas of contamination to other areas oth- erwise vold of surffcial hydrocarbons. This contrary approach would serve to potentially women the Inherent risks associated with surficlal soli gas as opposed to mitigating that risk. With respect to providing user pipes for the gas trench system which serve to vent the soil gas to the atmosphere as opposed to venting the gas into the storm drain systems, we point out that two (2) vent stacks have been incorporated into the design of the soil gas trench system and are located along the northern side of the Envpvnmental Audis • Helen its Gas Entreating to Litigation Consulting • Petroleum Qeochemistry EO'J 05F£pp9 01 53101DOSSH 2 dOlAdl WOJd WtlIT:60 966T-50-60 4- • • subject area (see Note 444 on Sheet 2 of 5). Since methane is lighter that water, the system Is designed for methane to rise into the gas extraction piping and vent to the atmosphere and water to fall to the subdraln and drain to ttte storm drain. In the event soil gas Is collected in the subdraln, the water trap is intended to provide a sufficient water head capable of retarding gaseous flow Into the storm drain until it Is vented Into the atmosphere. Please call us if we can provide you with any additional Information. Sincerely yours, Louis J. Pandolfl Vice President -Operations wKMewa,Ww £0'd 0SZ£G179 01 53113I00SSd '8 HO1AU1 W02Id WdET:60 966T-S0-60 he'd 13101 -t 09/05/96 TH0 08:40 FAX 714 1114 To: Lrciu'1Vty ASK: PROJECT MEMORANDUM Hoag Memorial Hospital Presbyterian 301 Newport Boulevard Newport Beach, California 92658 • Attention: Mr. Leif Thompson From: Edward A. Steiner Subject Summary of Fault Investigation, Lower Campus, Hoag Hospital Date: September 4, 1996 Project No. 1950076-01 At your request and authorization we are pleased to present this interim report summarizing the findings from our recently completed fault study on the lower campus at Hoag Hospital. A complete report with supporting graphics is in preparation and is expected to be completed within the next few weeks. For our fault Investigation we examined a freshly cut slope behind the proposed parking lot adjacent to Pacific Coast Highway. We examined the slope from the centerline of the entry road (Hoag Drive) at the intersection with Pacific Coast Highway, westward until the slope curved southward to Pacific Coast Highway. Along the fresh slope the contact between the Monterey Formation and the overlying Quaternary Terence Deposits was examined for offsets. The contact was sharp, clearly defined and easily traced across the site. Shears within the bedrock were traced upward to the terrace contact to verify continuity without offset. Fractures in the tetttce deposits were traced downward to the contact to verify lateral continuity without ofl§et of the contact. In areas where the terracelbedrock contact was covered with fill the bedrock was examined for shears. Where shears were found they were projected or traced upward into the terrace deposits. The terrace deposits were then examined and sand beds or other compositional layering was traced across the projected shear trace to demonstrate lateral continuity without offset. During our field work we have found no evidence of active faulting in the area described above. A final report and supporting illustrations and maps is in preparation and will be provided as soon as completed. If you should have any questions, please callus. V0'd 0SZ£7h9 0l Salt/MOSSO T JO1J.tll WOad WCZT:60 966T-Se-60 t:;15,fle Ftrat., LAY. r"?-tilt :".ii-1_4;.• ,'".4 .at `....14-..44r • Ver •.1 4.,"" -"ttit9 'mooning :111 :11119: • . • wens cast • • )5;figot.t..: PARTIAL 2nd FLOOR PLAN PROJECT LOCATION 'PHYSICAL PLANT EMERGENCY DEPT. ELEVATOR TOWER NURSING TOWER PACIFIC COAST HWY. SITE PLAN HOSPITAL ROAD • i • talAti ADM! hid SOUTH ENTRAPH --2-4xt4olitArettsurrut-K itt&SArsrariszyarentfret Po st weioattr>aSni-Dgemters--11144, nelusinttlift- eitsE_Isisityaingyino-Ag. ) 3r -s°A.44-4 1600: ___:(==]...„.044_4:!:_4tecok;74a474,4es_____ b:24,4s_Hci_otalo_t-t_t_21,4:64--Dtwithtst-tgitu . • _ itg.rst-ccOvir.-, -Ecta lib-r.le:017444t4tpeitqc:Ntpregi4pinuttik S :•;AL-1-0- at mat Thetattrtmgrottizate.4acabAraElgt Creef_ k _ Or iST-J s_CE Vie*Vs1 Tkfa Ha47Mtineire45-AforsirerTheoi - : . . 401110PeSsititrfirEarPTAttaannsts _-_7-elatALk-criMelititizratietivivamtniezt-:-Algv Amity** in-ii:itirt-itcran, airragarrActat___ neittAzt_aig• (14e,Antakf tritattont et_7204tote_ :14047,n_ t4,804twgeweawrikArezta:-g/i ,-ElgerifLattLeamicAntoortittittectIontAttut44-.-stisce;---- ,TgagignbacatstaniciarcirarEAZEOP-----7- __Kragraianneuarett aro T-Saft:Witerattcr ot- • • " -Etea MFTAL ST Sae < r c izoof-StArt r-- •t• • • "..t" ••• j4311•Al=gir_flit f 111}fOnitiS letercrsic Asi JcirEtoatt R. • • X-RAY.:. *11.4 MMOr. -Sr.PN-E77 • froLe •tatetINTIP 14TET _Acnriorrar-L-vitoisnionqz-Angr -Eiqi4ft44- - ---A-TelL-mu4EgiatIS-e•tot3 S4eptlrefmaLitlumss=== t)trsna ---4aw--Ac2perteriur s-495-ntrs--- _e-- _1421.S1.SOAD ARTIAL _SITE,PLAINL-2,_CALS_CAN__TRAILER 1 spas- Pi ZIG". 011 okr 0 Tr OSHPDI. APPROVAL" , a a -to 2 scale 41/4714F0c--- drwn -.7SEFIt checked approved sheet date 24 F 0. r, •.• A:9C 4744/ka -4.70.514x. . 2 :027., • • .1 -""eriAx.. , • r1.-04•1 v n, • , *S1/2 i'crC >- 13 • • •-• PA Cipic • • 6: xec4p,5F 2.00' orak-uNal. CONC. cu‘e 4 c•ku-rw.-vt. SECTION C -C cot-ic . out252-, CrYrn ";) . cuez, -‹* C PLAN CURB & GUTTER OPENING DETAIL T S. • • . 10-.G.40 v-nrrom es.s. pe„----raA HAUL, ROAD SECTION D - D N .T. S. NOTE: For Horizontal Control Pion See Sheet No. 3 LOWER PAD FOR EXPORT, AMEND PROFILE LINE "A', DELETE PROFILE LINE 11,DET.2/2 *7-06 0tE AMENCI CONST. NOTE NO2 , CATCH BASIN oVH" VALUE AND PROFILE LINE "C".. L4Elt PAD TO EALANCE AADD CONSTRUCTION NOTE NO. 53, AMENO CONSTRUCTION NOTE NO. 24 r "flaw' 66 Ziew-kte7-et-,ez- EZ9 40 30 20 10 SECTION E — E N T. S. ii••2° c::, • •‘. 0.2.1 "rEPiCiritap reito LOCAL DEPRESSION DETAIL 4 .. _ f 2 ,I rcr) CC\ Leta •try1. ' -CeTcr •. ..../ „rt '2- „, <i: .... CO/AST 4 - CZ) CONG. CU KE lc - I 9.114 SMH • 5•1 x$58 f,•E 20 WOE VIEMpAt,404.& °tit:AC-A*0p 'O CAI'? OF Ne•t4F012:1- 15E-ANCAA 60 55 50 45 ..... I 15f • -4. PROPER-7-T 60 PRO/DE 4' SPELT" PPTC)Ic0a-.4F 0 WI , 'WPA4A to CA-r-/ op RISER. INEA/tActoR-C e75./6•CA-k st 0 I / 50 1.0di mai\ EXtS R--s• ,LCONNECT FRENCH DRAINS (FROM EAST 8 WEST) TO STORM DRAIN SYSTEM (....k• A\--y- 6 P 7 20.46L-,F. tAnt4te.c.r. (200,0-t7) t Ow& EiLY ENO OF Lint LEN PAD POR AWL EXPORT A REC;021245WWAMVG,,MIEMOSI/C /5\ — r DESC1PTION APP.D DATE BY DEsanioN APP'D REVISIONS REVISIONS 6,12eL)2 1473&'17 rAN.10.3%-t. et_400r0E-a. 40 30 PROFILE LINE."A" & SECTION A'— A A SCALE: In = 40' HORIZ., 10= 10' VERT. tATE OF TOPOGRAPHIC SURVEY : JANUARY 1993 NOTICE TO CONTRACTOR - CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR -JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF Ali.. PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LOWED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL on ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE stoweeng OF DESIGN PROFES. SIONAL. . . EC) rIV-Sie..t, - - - - - 541;•••re •-c 60 Ple-401POSE.17 SLOPE mx\sor. SUC7ftrt 50 1./111.-.1. COVER r • 20 0tvErn1.2. ) 10 UNDERGROUND STRUCTURES ( r. 00" • ii,••••• eta ' • - I. Crio c•c79)b-1 • • • 15.48 isqe,V.L. • Th- um, • afigiN - 141esz 11.1/2; ?' ;022 - - jMI-1 • - /CH w 0 sy• _J000 rE ,02 60 PROFILE LINE "B" 8, SECTION B B /4\ SCALE. In - H RIZ., - tet VERT *4 e/es4c.,Eig-- 3"e1 (TYP/ent) tc 2 ALL UNDERGROUND UTILMEs OP STRuCTUREC REPORTED BY THE OWNER OR OTHERS AND THESE SHOWN ON THE RECORDS EXAMINED ARE MOICATED 141M4 THEM APPROX. NAME LocATIoN AND EXTENT. THE OWNER BY ACCEPTING- THESE PLANS OR PRO. CEE0iNG 'AM IMPRovEmENTs PURSUANT THERETO AGREES To ASSUME LIABILITY AKE To HOLD UNDERSIGNED HARMLESS FOR Airy DAmaors REV/LIMO FROM INC EXIST- • ENCE or uN0ER40UND UTILITIES OR STRUCTURES Not REPORTED TO IHE Won- ' SIGNED. NOT INDICATED oN THE PUBLIC RECORDS EXAmME0r- LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ori RECORDS EXAMND. THE CONTRACTOR IA REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT INC UTILMES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT Tiff SITE IT SHALL BE INC CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERf OF THE uTILITIES 00 STRUCTURES CONCERNED BEFORE STAIITMO WORK. • t ex) ?./..15xoret Sy IEFIGUNDMING axe 3. Gun W WTI MIA at stros SUITS A 714-07-1144 t2!,,ep ‘‘,.1/44.c/. ' -2Z IA° PVC • le, 50 40 re*.-7-11-4.-u x Ez.e• PROPOSED wit7E. \REWPF•a• 'CO Ipar7tOrTEX7 -\-C> raCr t,V.-1e‘n4 >. 9 SCALE: k4^-0,,,•3•t44-7° 50 45 4IN-C Ct-Z1 - ,4* erto-i-so-r fidittiot4 0c.c; r rr.'s Wr. 44. *or - re, 4„ 4•. •••••• gas. 1 • ..,...i.d.",1•1•a•.'.11.1affrt- : !•••, 4-1::L1 L..r.:••••11../if/ • -.:(2.••-• • IRE!. S extensrhvAsm% /94/..o4nAlb 4r/.5 - 3T�cAS SULFURLR.E WE6QED ORE Mail /A/To -A/61P ; _ :‘,.--;77:292reteitia.., peace NEW —114 • " ,014)19,4• erzolte. 57,40;Dy#Igem, 0 017 .4, FE - 4 {1,F LIMIT frclE;f4:- 41)%141.,_LT:::;:te"‘" •1(11* 4•..2 '‘. • 1 , F • i '" . %4A CON s #, 4 .... °SIR_ OCT ------7--------;..._ -77,27"1--.., ?•,N.: I, 4 ,17 ," :1-4:2-,;0.5a::, . • 1 , A.S2 )1441.. T tt 6 INC 11C 'Pi ,:-- r4.3sett,' io i,' R au L.. -r. 27eatt L4z7r - • - ' •• .... •: • '22 -.42 .'"'", CONSTRUCTION NOTES CONT. ,REMOVE EXIST. TRAFFIC SIGNAL SIGN. AA St164 4L .{34, 1--SPEGT-F4CA-TTOIM TBitrPROV-1-DRD-134.ft7010tgR*7.. INSTALL 2" IRRIGATION WATER SERVICE AND METER PER CITY 019 STD-503-L. INSTALL 4" PERFORATED A.D.S. PIPE FOR PASSIVE SOIL GAS VENTING PER PLAN AND TYPICAL TRENCH SECTION PER GEOSCIENCE ANALYTICAL, INC. SPECIFICATIONS,DETAIL2,SHTI. REMOVE EXIST. HOSPITAL SIGN. RELOCATE EXIST. HOSPITAL SIGN. REMOVE AND REPLACE EXIST. AC OVER AB (2' WIDE STRIP) €3 (STRUCT. SECTION PER NOTE 28). STANDING GAS VENT PER GEOSCIENCE ANALYTICAL, INC. SPECIFICATIONS. USE LIGHT STANDARD FROM STREET LIGHTS REMOVED AT ENTRY,PER DETAILI,SHEET 1 CONNECT 4" P.V.C. (SDR 35) SUBDRAIN TO CATCH BASIN OR DRAIN PIPE PER DETAIL rija (FoR DRAINAGE OF PASSIVE GAS VENT TRENCH). INSTALL 4" P.V.C. SUBDRAIN WITH PERFORATIONS PER SPECIFICATIONS PROVIDED IN GEOTECHNICAL REPORT BY LEIGHT0N AND ASSOCIATES.PROvt0ECLEANouTs,0100OT INTERVAL$. INSTALL 6" P.V.C. SUBDRAIN, NON -PERFORATED, 1 PER SPECIFICATIONS PROVIDED IN GEOTECHNICAL REPORT BY 48%comPLETE EARTHWORK PER PLAN AND AS REQUIRED BY sptLs :HZ AND ASSOCIATES. PROVIDE CLEANOUTS AT 100 FT. INTERVALS. CAP EXISTING 1" HOSE BIB AND ABANDON BELOW GRADE SECONDARY 6" P.V.C. SUBDRAIN, PERFORATED, SCHEDULE 140 WITH FILTER MATERIAL PER SPECIFICATIONS By LEIGHTON' AND ASSOCIATES. PROVIDE CLEANOUTS AT 100' INTERVALS CONSTRUCT FRENCH DRAIN PER DETAIL 3,SHEET 1. HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION' • je. 944:5, DAV I D A. BOYLE R./C.E. 18559 DATE LIC EXP. 6-30-97 cis"A CONSTRUCTION NOTES: "2°17. ' .14 it,131,1:•:;- - 211 • 1 - • ' rh5 -,-. .... --r-- -- -- •-,... „, , „ „... . , -- .....- -- . -, A,- ......1... CONSTRUCT\24" R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD2106-L. CONSTRUCT-1-5-"R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD-106-L.,: CONSTRUCT 15" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L.: CONSTRUCT 12" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. CONSTRUCT 8" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. CONSTRUCT 6" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. CONSTRUCT CURB INLET TYPE OL-A PER CITY STD.- 305.* , LENGTH (L ) AND DEPTH (H ) PER PLAN, INCLUDING "FOSSIL FILTER" SYSTEM, KR I STAR ENTERPRISES, SA NTA ROSA , CALIFORNIA CONSTRUCT LOCAL DEPRESSION PER CITY STD-304-L. CONSTRUCT 30" C.S.P. (14 GUAGS) DESILTING RISER WITH GRATE PER DETAIL 6, SHT 4 CONSTRUCT 12" X 12" AREA DRAIN PER DETAIL 7, SHT. 4. .CONSTRUCT INLET STRUCTURE AND MANHOLE PER DETAIL 5, SHT.' 4. coNsTRucT CONCRETE TERRACE DRAIN PER DETAIL 9, SHT. 4. CONSTRUCT'CONCRETE DOWNDRAIN PER DETAIL 1, SHT. 4. CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL 2, SET. 4. CONSTRUCT CONCRETE v-DiTcH (31-0" WIDE) PER DETAIL 4, SHT. 4. REMOVE EXISTING CONCRETE V-DITCH, CONSTRUCT CONCRETE PIPE SLOPE ANCHOR PER DETAIL 10, SHT. 4. REMOVE EXISTING 24" C.S.P. INLET RISER AND OUTLET PIPE. CONNECT 24" R.C.P. STORM DRAIN TO EXISTING 30"-R.C.p: WITH CONCRETE COLLAR PER CITY STD-313-L. CONNECT DRAIN PIPE TO EXISTING CATCH BASIN BY CORE DRILL. GROUT AND EPDXY SEAL IN PLACE. PLACE SINGLE ROW OF SANDBAGS TWO (2) BAGS HIGH AT TOE OP BLOPE. RAISE EXISTING SEWER MANHOLE TO GRADE. RAISE EXISTING GAS WELLHEAD (WELL NO. 7-A) TO GRADE. CONTRACTOR TO COORDINATE WITH CITY UTILITIES DEPT. AND HoAG ENGINEERING PERSONNEL. ON REMOVE EXISTING 44RI,AcUi,,I=filat CONCRETE V-DITCHATT SHUTDOWN- SCHEDULE. cfmRETAImN9) coNsTRucT'TypE J"A" P.C.C. CURB AND GUTTER, 6" CURB FACE, PER CITY STD- 182-L. CONSTRUCT TYPE "E" AC. CURB, PER CITY STD-182-L. CONSTRUCT 3"A.. OVER 4" CL It AB. IN PRKG. AREAS CONSTRUCT 34.C. OVER 10" CL 114.8. IN DRIVE AREAS ? (STRUCTURAL SECTION TO BE CONFIRMED BY SOIL EloSINEER AND APPROVED BY CMY PRIOR TO PLACEMENT OF PAVEMENT) CONSTRUCT 4" P.C.C. SIDEWALK (WIDTH 4'-0", UNLESS OTHERWISE NOTED PLANS). CONSTRUCT CURB ACCESS RAMP, CASE "C", PER CITY STD-181-L-A & B. REMOVE EXISTING CURB AND GUTTER SiDEwALR AND A.C. PAVEMENT PER PLAN. REMOVE EXISTING STREET LIGHTS AND UTILIZE LIGHT STANDAKISFORFASSWE E.0_ GAS VENTS. ON EXISTING DRAIN LINES TO BE PROTECTED IN PLACE, OR RE -LOCATED AS NECESSARY. CONTRACTOR TO POTHOLE TO LOCATE EXISTING GAS AND ELECTRICAL LINES PRIOR TO START OF WORK. --- CONSTRUCT SPLASH WALL PER DETAIL 9, SHT. 4. CONSTRITCT 6"CLII A.B. MATERIAL OVER HAUL ROAD (SECTION TO BE BY SOILS ENGINEER). SECONDARY 8" PV.C. SUBDRAIN, PERFORATED, SCHEDULE 40 WITH FILTER MATERIAL PER SPECIFICATIONS BY LEIGHTON AND ASSOCIATES. PROVIDE CLEANOUTS AT 100. INTERVALS SECONDARY 8" P.V.C. SUBDRAIN, NON -PERFORATED, SCHEDULE 40 PER SPECIFICATIONS BY LEIGHTON AND ASSOCIATES. , PROVIDE CLEANOUTS AT 100' INTERVALS HOAG MEMORIAL HOSPITAL PREWCERIANstriet PHASE I GRADINp„vm S- k-. FEB 1 3 1997 AND Ternit To. . . LIFORMA PARKING LOT PLAN:- ,_ ASTAL COAWISSION / r -6 ' "ElIT.Tyr 1 /1 /-‘4.--4 . ' .. • LOWER CAMPUS' ' Datiej ., „2.44 47777 SHEET 5 -51 "'SHEETS ( GNP 14. 3R FLGO.\J LihAE. ;74 2 "rP. 2.od orE 4w4a,. cc�r,c. c..t.w.t, 4 cuI SECTION C-C PLAN CURB & GUTTER < OPENING DETAIL N .T. S. CONC . C-U (TT`/rE "e;2) r . C..U!e2j -' /t"E "Is HAUL ROAD. SECTION D - D N.T. S. NOTE t For Horizontal Control Pion See Sheet No. 3 \LOWER FAD FOR EXPORT, AMEND PROFILE LINE "A", DELETE PROFILE LINE'B; DET.2/2 % .BE.Pht VAgje " » Cc'S.Gz, l,.1tt4 SECTION E-=E N.T. S, x 106.i 1064 . DETAIL 1 N /1 i 592 1 fi V / IO:i, 3 xf2,' 46" W P1Z01=C7JEo FIt4' 4- t'7 CTtCJt.t� E -A fr. G.1201144 / foo.ere.c - x6L4 PRoPEa r E.dM11.1. rw-its et-c \CONNECT FRENCH DRAINS (FROM EAST B WEST) '1^` 1 Dt TO STORM DRAIN SYSTEM •fit''_ X U Z� 2o.4C.L,F. OOP-C.p C2000-t ') -7. 7G413V• PROFILE LINE SCALE: i" +ram /636 1415,ecc,L 1 00. 0 PROFILE SCALE: 1'1= 40' I"= 10' bb 6 x 08.1 x55.R \ x6E.3 xE58 I7VA:AC'i''P TO Grt'-1 OF N1sNrlf,r2:t 136PIC M x 644 41. 5 F.G. CONSTRUCT/ON PERM/7- 0496003C tz e, . 3=� I'ETAIL 50 2 M11J. COVER. 20.� o%VE.Ftrwa 3. WALL, 3'V CTYR/CAL) 10 Ta1 5J 2� "A1t & SECTION A— A A 40' HORIZ., 11 = 10' VERT 'DATE OF TOPOGRAPHIC SURVEY: JANUARY 1993 1•.� �.,so' �..50' 4 CO .7W `3EE 17ETAN11- CONSTRUCTION NOTES CONT. REMOVE EXIST. TRAFFIC SIGNAL SIGN. ;00,4 12.22. APO n- „off- F .,/�3P `, '^"�`� .,r.v;r„1..._,- ,,.,._�. -. GN':f�.~�=y1'� �'-"m_ns ,e,�'..iw� � � - •. �, J�.� i I t{ t F S F. EX/srJwa <A B. Y' el _sue,..==.c::a......-...:.......------_.._._:z,._.,__..cc• ,o--___..,,- A�_. _SULFUR OM UWM. I4V ' ' Xr13 t'/s'/, :.:'``D� C/T' PGACEN l�A 71 PRO FJ—f✓ V throe: ' ar Limn- orNCjO xj, TCATTO BY--OWt{>3R4 - 39 INSTALL 2" IRRIGATION WATER SERVICE AND METER PER CITY STD-503-L. 40 INSTALL 4" PERFORATED A.D.S. PIPE FOR PASSIVE SOIL GAS VENTING PER PLAN AND TYPICAL TRENCH SECTION PER GEOSCIENCE ANALYTICAL, INC. SPECIFICATIONS*DETAIL 2,SHT.1. REMOVE EXIST. HOSPITAL SIGN. 1 RELOCATE EXIST. HOSPITAL SIGN. REMOVE AND REPLACE EXIST. AC OVER AB (2' WIDE STRIP) 28 (STRUCT. SECTION PER NOTE 28). 44 STANDING GAS VENT PER GEOSCIENCE ANALYTICAL, INC. SPECIFICATIONS. USE LIGHT STANDARD FROM STREET LIGHTS ® REMOVED AT ENTRY, PER DETAIL l ,SHEET 1 CONNECT 4" P.V.C. (SDR 35) SUBDRAIN TO CATCH BASIN OR DRAIN PIPE PER DETAIL m N� (FOR DRAINAGE OF PASSIVE GAS VENT TRENCH). 4,_ 0 46 INSTALL 4" P.V.C. SUJbRAIN WITH PERFORATIONS PER SPECIFICATIONS PROVIDED IN GEOTECHNICAL REPORT BY LEIGHTON AND ASSOCIATES. PROVIDE CLEANOUTS AT 100 FT. INTERVALS. INSTALL 6" P.V.C. SUBDRAIN, NON -PERFORATED,: PER SPECIFICATIONS PROVIDED IN GEOTECHNICAL REPORT BY LEIGHTON. AND ASSOCIATES. PROVIDE CLEANOUTS AT 100 Ft INTERVALS: 48)— COMPLETE EARTHWORK PER PLAN AND AS REQUIRED BY SOILS 9 ENGINEER CAP EXISTING 1" HOSE BIB AND ABANDON BELOW GRADE 50 SECONDARY 6" P.V.C. SUBDRAIN, PERFORATED, SCHEDULE 40 WITH FILTER MATERIAL PER SPECIFICATIONS BY LEIGHTON AND ASSOCIATES. PROVIDE CLEANOUTS AT 100' INTERVALS ® CONSTRUCT FRENCH DRAIN PER DETAIL 3, SHEET I. 1'RVcr,ON 1 Kt) �1.1,� CONSTRUCTION NOTES: CONSTRUCT\24" R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD-106-L. CONSTRUCT-F ""R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD-10E-L'. -' CONSTRUCT 15" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. CONSTRUCT 12" P.V.C. (SDR 35) STORM DRAIN, BEDDING .PER CITYSTD.106-L'., CONSTRUCT 8" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. -'- CONSTRUCT 6" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. CONSTRUCT CURB INLET TYPE OL-A PER CITY STD-305-L, LENGTH (L) AND DEPTH IH) PER PLAN, INCLUDING' "FOSSIL FILTER" SYSTEM, KRISTAR ENTERPRISES, SANTA ROSA, CALIFORNIA CONSTRUCT LOCAL DEPRESSION PER CITY STD-304-L- Q CONSTRUCT 30" C.S.P. (14 GUAGE) DESILTING RISER WITH GRATE PER DETAIL 6," SHT./, 10 CONSTRUCT 1'2" X 12" AREA DRAIN PER DETAIL 7, SHT. 4. - CONSTRUCT INLET STRUCTURE AND MANHOLE PER DETAIL 5, SHT. 4. I�fEif ® CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL 9, SHT. 4. CONSTRUCT'"CONCRETE DOWNDRAIN PER DETAIL 1, SHT. 4. CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL 2, SHT. 4. CONSTRUCT CONCRETE V-DITCH (3'-O" WIDE) PER DETAIL 4, SHT. 4. 16 REMOVE -EXISTING CONCRETE V-DITCH. - CONSTRUCT CONCRETE.PIPE SLOPE ANCHOR PER DETAIL 10, SHT. 4. 18 REMOVE EXISTING 24" C.S.P., INLET RISER AND OUTLET PIPE. CONNECT 24" R.C.P. STORM DRAIN TO EXISTING 30"'R.C.P: WITH CONCRETE COLLAR PER CITY STD-313-L. • CONNECT DRAIN PIPE TO EXISTING CATCH BASIN BY CORE'DRILL. GROUT AND EPDXY SEAL IN PLACE. 21 PLACE SINGLE ROW OF SANDBAGS TWO (2) BAGS HIGH AT TOE of SLOPE. RAISE EXISTING SEWER MANHOLE TO GRADE. RAISE'EXISTING GAS WELLHEAD (WELL N0. 7-A) TO GRADE. CONTRACTOR TO COORDINATE WITH CITY UTILITIES DEPT. AND HOAG ENGINEERING PERSONNEL. ON SHUTDOWN SCHEDULE. ((PROTECT FXIST RETAIMNG) CONSTRUCT TYPEREMOVE , "A" P.C.C. CURB AND GUTTERS 6" CURB FACE, rrPER ACITY STD- 182-L. ED ORE MESHT " zt WC SHAPED &Q# JDr 3SEP u /OFF CONSTRUCT TYPE "E" A.C. CURB, PER CITY STD-182-L., CONSTRUCT 3"A_O OVER 4"CLILA.B.INPRKG.AREAS " CONSTRUCT 3"A.C. OVER 10"CL II A.B. IN DRIVE AREAS .- . (STRUCTURAL SECTION TO BE CONFIRMED SY SOIL ENGINEER AND APPROVED 8Y CITYPR(OR TO PLACEMENT OF PAVEMENT) CONSTRUCT 4" P.C.C. SIDEWALK (WIDTH 4'-0", UNLESS 'OTHERWISE NOTED ON PLANS). CONSTRUCT CURB ACCESS RAMP, CASE "C", PER CITY, STD-181-L-A & B. REMOVE EXISTING CURB AND GUTTER SIDEWALK ANDA.C, PAVEMENT PER PLAN. REMOVE EXISTING STREET LIGHTS AND UTILIZE LIGHTSTANDARDS FOR PASSIVE E^!L GAS Wm* EXISTING DRAIN LINES TO BE PROTECTED IN PLACE, OR RE -LOCATED AS ' 'NECESSARY. CONTRACTOR TO POTHOLE TO LOCATE EXISTING GAS AND ELECTRICAL LINES PRIOR TO START OF WORK. CONSTRUCT SPLASH WALL PER DETAIL 9, SHT. CONSTRUCT 6"CL n &a' MATERIAL OVER HAUL ROAD (SECTION TO BE BY SOILS ENGINEER). .:► SECONDARY 8"'P`.V.C.' SUBDRAIN, PERFORATED, SCHEDULE 40 WITH FILTER MATERIAL PER SPECIFICATIONS By LEIGHTON . . AND ASSOCIATES. PROVIDE CLEANOUTS AT 100''INTERVALS 52 SECONDARY 8" P.V.C. SUBDRAIN, .NON -PERFORATE R! SCHEDULE ' 40 PER SPECIFICATIONS BY LEIGHTON AND ASSOC rT E PROVIDE CLEANOUTS AT 100' INTERVALS•' NOTICE TO CONTRACTOR - UNDERGROUND STRUCTURES. asy IIDAYI1]Z A HOAG MEMORIAL HOSPITAL PRESB`a JIN Inn rtot cifEAdes SHEET AMEND CON_ST: NOTE NO. 2 .:CATCH BASIN LIS* "VALUE AND PROFILE LINE NI" AL. ' 2\,LOIA1tcR PAD Td6ALANGE 1-2499 LOWER ETLY END OVUPPE.R A PAP FPR AWL. EQP02T., RECORD CRAW/Ala ., AMEND SWEET, : - ;DESCOTION DESCIPIION , CONSTRUCTION. CONTRACTOR AGREES THAT IN ACCORDANCE' WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF ' - CONSTRUCTION OF. THE PROJECT; INCLUDING SAFETY OF AL. PERSONS AND PROPERTYt THAT. THIS REQUIREMENT SHALL RE MADE TO APPLY CONTINUOUSLY AND NOT' BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY; AND HOLD DESIGN .PROFESSIONAL -HARMLESS. FROM ANY AND -ALL . LIABILITY, REAL OP ALLEGED, IN. CONNECTION WITH THE'PERFORMANCE OF WORK ON THIS :.. PROJECT: EXCEPTING LIABILITY ARISING FROM' THE -SOLE: NEGLIGENCE OF DESIGN PROFES. - SIONAL.- _ ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS"• AND THOSE SHOWN ON IKE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROX.— ' %TATE LOCATION AND EXTENT. THE OWNER BY' ACCEPTING THESE PLANS 0R PRO. CEEDINO WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AHD TO HDLO UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM INC EXIST./ ENCE OF UNOEROROIRA UTILITIES OR STRUCTURES NO? REPORTED TO THE UNDER- SIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINER LOCATED AT. VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED, INC CONTRACTOR IS ' REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE . SITE. - P SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER/ OF THE' UTILITIES OR STRUCTURES CONCERNED IEFORE STARTING WORK. - "I HEREBY CERTIFY, THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION /0"0- 9 DAVID A. BOYLE R/C E. 18559 DATE LIC. EXP. 6-30-97`' ..I'flvI$ v .APPROVED" /✓ - (IFQR AND Permit Iio.`p i r AAL ccz /997 IA ISSIoI� "` SUPERIOR SCALE:I" 40' 0ti qd N6 42 (62) 9/ / i0 4 AVENUE 0 .,L N 74000 DEVELOPMENT CRITERIA LEGEND* HEIGHT ZONES LOWER SUB -AREAS A,B,C,F, AND G- NO BUILDING SHALL CAMPUS ZONE- EXCEED THE HEIGHT OF THE EXISTING SLOPE OR THE RANGE OF MAXIMUM BUILDING HEIGHTS INDICATED. SUB -AREAS D AND E- MAXIMUM BUILDING HEIGHT 57.5 FEET ABOVE MEAN SEA LEVEL. FBUILDING HEIGHT SUB AREAS 25 (45) TYPICAL RANGE OF BUILDING HEIGHT, ABOVE PROPOSED GRADE TYPICAL RANGE OF MAXIMUM BUILDING HEIGHTS, MEAN SEA LEVEL (MSLI ZONE BOUNDARY *NOTE: BUILDING HEIGHT ZONE BOUNDARIES ARE APPROXIMATE ONLY AND HAVE BEEN INTERPRETED FROM THE PLANNED COMMUNITY DEVELOPMENT CRITERIA AND DISTRICT REGULATIONS, ADOPTED BY CITY COUNCIL OF NEWPORT BEACH MAY 26, 1992. FH MH© ,FH 08'46"W --L-_1'- -___/�LINEAR' PARK� s84.- MH`',:aMH 44 (47 43---- • - 67)i(63)i co N to PROPOSED FINISHED SURFACE= 17.7 HEIGHT OF LIGHT STANDARD= 39.7' TOP OF LIGHT STANDARD= 57.4 MAXIMUM BUILDING HEIGHT= 63.7± aww.• swum. — A •T' ZONE BOUNDARY 1 .1 1 PROPOSED FINISHED SURFACE= 16.0 HEIGHT OF LIGHT STANDARD= 39.7' TOP OF LIGHT STANDARD= 55.7 MAXIMUM BUILDING HEIGHT= 58.5± 1 PACIFIC PROPOSED FINISHED SURFACE= 15.6 HEIGHT OF LIGHT STANDARD= 39,7' TOP OF LIGHT STANDARD= 55.3 MAXIMUM BUILDING HEIGHT= 57.8± — ,FH MH Ott PROPOSED FINISHED SURFACE= 17.3 HEIGHT OF LIGHT STANDARD= 39.7' TOP OF LIGHT STANDARD= 57.0 MAXIMUM BUILDING HEIGHT= 57:2± • 77\ TPQjpaDnd1 lby IEk iC�IIFiIEIEZAIIhYCG 2076 S. GRAND AVS. W SANTA ANA G 92705 PR: 714-957-8144 FAX 714-957-8499 H17\LPOLE-HT.DWG Llt V V PROPOSED FINISHED SURFACE= 18.2 HEIGHT OF LIGHT STANDARD= 37.7' TOP OF LIGHT STANDARD= 55.9 MAXIMUM BUILDING HEIGHT= 56.5I } EX ST LT- HIGHWA Y `— — 1♦ J.N. H17-100-16 MH FH II a LINEAR PARK coNnt r 43 (63) ZONE BOUNDARY B PROPOSED FINISHED SURFACE= 15.3 HEIGHT OF LIGHT STANDARD= 39.7' TOP OF LIGHT STANDARD= 55.0 MAXIMUM BUILDING HEIGHT= 55.5± 1� / 39 (59) ASPHALT I if HOAG MEMORIAL HOSPITAL PRESBYTERIAN PARKING LOT LIGHT STANDARD HEIGHTS vs BUILDING ZONE HEIGHTS OF SHEETS MH WORKBHEET FOR GRADING PERMIT APPLICATION CITY CF NEWPORT BEACH •BUILDING & PLANNING DEPARTMENTS SE PRINT 1.PROJECT ADDRESS (NOT MAILING ADDRESS) 301 Newport Boulevard FLOOR SUITE No. ZIP 92658 LEGAL -DESCRIPTION LOT BLOCK TRACT No. UNITS 2.DESCRIPTION OF WORK Grading 19,700 C.Y. of ESTIMATED VALUATION OF earth and construction of parking lot. IMPROVEMENTS $ IS .THE SITE VACANT? ROUGH GRADING g FOR PROJECT YES PRECISE : FILL: L"J NO GRADING 19,700 C.Y. n x DRAINAGE CUT: 19,700 C.Y. x YARDAGE 3.OWNER'S'NAME LAST FIRST M.I. Hoag Memorial Hospit3i Presbyterian PHONE NO. (714 )646-8901 OWNER'S ADDRESS 301 Newport Boulevard CITY -. Newport Beach STATE CA ZIP 92658 ':.APPLICANT'S NAME LAST FIRST ATHOMPSON LEIF PHONE NO. (714.1646-8901 APPLICANT'S ADDRESS 301 Newport Boulevard CITY Newport Beach STATE CA ZIP _92658 ' 5. 5'"4""5.150'IxDS NAME . LAST FIRST JOSEPH L. BOYLE, DAVID A. BOYLE ENGINEERING STATE LIC. NO. RCE 44497 4:4W ....•.. e. ADDRESS CITY Santa Ana STATE CA ZIP 12705 PHONE NO. (714 )957-8144 2076 South Grand Avenue 6.GEOTECHNICAL CONSULT. LAST 1 FIRST SHAHEN ASKAR, LAW CRANDALL, INC. STATE LIC. NO. GE 0101 GEOTECHNICAL CONSULT. ADDRESS 731 East Ball Road, Suite 104 CITY `' Anaheim STATE CA ZIP 92805 PHONE NO. (714 )776-9544 7.CONTRACTOR'S NAME Contractor not chosen yet. LIC. CLASS 4 STATE LIC. NO. CONTRACTOR'S ADDRESS CITY Ai D MAR o 7199F STATE ZIP PHONE NO. ( ) COMPANY NAME (if different) crry OF NE'WN BEACH NEWPORT BUS. LIC. N0. , OFFICE USE ONLY WHITE: Building Dept. YELLOW: Cashier PINK: Applicant PERMIT NO.- 9 (o° co 3Z PLAN CHECK -C f (o PLAN CHECK FEE $ 'Sh 0 =E. \?-0 i PROJECT SITE LOCATION MAP NOT TO SCALE GENERAL NOTES I. ALL WORK DETAILED ON THIS PLAN, EXCEPT AS OTHERWISE STATED, SHALL BE PERFORMED UNDER CONTRACT AND CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE INBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. AN EARNEST EFFORT HAS BEEN MADE TO DETERMINE THE EXIS- TENCE OF UTILITIES AT THE SITE OF WORK FROM RECORDS OF THE OWNERS OF KNOWN UTILITIES IN THE VICINITY OF THE WORK. THE POSITION OF THESE UTILITIES AS DERIVER FROM SUCH RECORDS ARE SHOWN ON THE PLANS. THE SERVICE CONNECTIONS TO THESE UTILITIES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAKE HIS OWN INVESTIGATIONS, INCLUDING EXPLORATORY EXCAVATIONS TO DETERMINE THE LOCATION OF EXISTING SERVICE LATERALS OR APPURTENANCES WHEN THEIR PRESENCE CAN BE INFERRED FROM THE PRESENCE OF OTHER VISIBLE FACILITIES, SUCH AS BUILDINGS OR METER BOXES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES AND SERVICE CONNECTIONS WHICH MAY BE AFFECTED 8Y OR AFFECT THE WORK. HE SHALL ALSO DETERMINE THE TYPE, MATERIAL, AND CONDITION OF THESE UTILITIES, IN ORDER TO PROVIDE SUFFICIENT LEAD TIME TO RESOLVE UNFORSEEN CONFLICTS, ORDER MATERIAL, AND TAKE APPROPRIATE MEASURES TO ENSURE THAT THERE IS NO DELAY OF WORK. 4. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO MINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPER- ATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 5. ELEVATIONS SHOWN ARE IN FEET PER U.S.C. 8 G.S. MEAN SEA LEVEL- 0.S.C. DATUM. 6. STREETS IN CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES. 7. TRAFFIC CONTROL FOR THIS PROJECT SHALL BE PER THE 'WORK AREA TRAFFIC CONTROL HANDBOOK" (W.A.T.C.H.) 1985 EDITION. 8. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 9. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 10. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE (NBMC). NOISE, EXCAVATION, DELIVERY, AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE INBMCI. II. 12. A STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 13. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 14. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPER- ATION. 15. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEEDURES SHALL CONFORM WITH CHAPTER 15 OF THE INBMC). 16. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 17. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVEABLE EROSION CONTROL DEVICES ON -SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. 18, ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM DI527, ASTM D3034, OR ASTM DI785. r la NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURB, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE PER INBMCI 17.32.020 20. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR THE CITY TO ARRANGE FOR THE NECESSARY WORK TO BE PERFORMED BY OTHERS. THESE COSTS SHALL BE CHARGED TO THE CONTRACTOR: 21. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROJECT MITIGATION MEASURES AS REQUIRED BY CITY ORDINANCE. SYMBOL LEGEND POWER POLE EXIST. MANHOLE ' ,Q FIRE HYDRANT WATER VALVE floc EXIST. BLOCKWALL (RETAINING AND/OR SCREEN WALL) SP SPRINKLER SYSTEM STREET LIGHT TEL TELEPHONE LINE -- -- PROPERTY LINE _ _ - - _ = EXIST, CURB ---L--- CENTERLINE ' - EX 8"S- EXIST SEWER LINE - EX 8"W - EXIST WATER LINE - --G- - - GAS LINE E POWER LINE EROSION CONTROL I. EROSION CONTROL MEASURES HAVE BEEN INCORPORATED IN THESE PLANS AND ARE SHOWN HEREON. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. 3, BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF COMFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. GRADING FILLS/CUTS I. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL. 2. ALL FILLS SHALL BE PLACED IN LIFTS NOT MORE THAN 8 INCHES IN THICKNESS AND COMPACTED TO 90 PERCENT RELATIVE COMPACTION OBTAINABLE BY THE ASTM DESIGNATION DI557-78 METHOD OF COMPACTION. THE SOILS ENGINEER OR HIS REPRESENTATIVE SHALL PERFORMED COMPACTION TEST OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 3. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING FILL. 5, THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN • THE FIELD FOR LINE AND GRADE. 6. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING, 7, THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 8, ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 9 ANY EXISTING UNDERGROUND PIPE LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 10. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. ALL CUT SLPOES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR PO- TENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL. 12. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETER- MINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 13. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 14. WHEN CUT PADS ARE BROUGHT. TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 15. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 16. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEER GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DIS- CREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. FS TC FL GB FG EXIST EX FH INV PP C.Y. T.S. T.W. ABBREVIATIONS Finished Surface Top Of Curb Fiowline Grade Break Finished Ground Existing Existing Fire Hydrant Invert Power Pole Cubic Yard Top of Slope Top of Wall NTS D/L LP HP EP CONC. MH CB S W SD Not To Scale Daylight Line Low Point High Point Edge Of Pavement Concrete Manhole Catch Basin Sewer Water Storm Drain HOAG j MEMORIAL HOSPITAL PRESBYTERIAN PA SIH: ,OW 1 AND G G Tiol 1r1A CAMPUS IN THE CITY OF NEWPORT REQUIRED INSPECTION I. A PRE -GRADE MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO THE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE -PAVING MEETING SHALL BE SCHEDULED 46 HOURS PRIOR TO START OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVE. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. DOCUMENTATION AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORGINAL GROUND SURFACE ELEVATIONS, AS -GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATION, AND ELEVATIONS OF ALL SURFACE AND SUB -SURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT SHALL BE PREPARED BY THE SOILS ENGINEER INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TEST, SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA, AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT SHALL BE PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. CALL TOLL FREE I-800-422-4133 BEFORE YOU DIG DATE BY DESCIPTION APP'D DATE BY DESCIPTION APP'D REVISIONS REVISIONS SOILS ENGINEER LAW/CRANDALL INCORPORATED 731 EAST BALL ROAD, SUITE 104 ANAHEIM CA 92805 CONTACT: SHAHEN ASKARI (BRANCH MANAGER) PHONE: (714) 776-9544 OWNER , HOAG MEMORIAL HOSPITAL PRESBYTERIAN 301 NEWPORT BOULEVARD BOX "Y" NEWPORT BEACH CA 92658-8912 CONTACT: LEIF THOMPSON PHONE: (714) 760-5908 1 BEACH 0 0 CONSTRUCTION NOTES & QUANTITY ESTIMATE NO DESCRIPTION CONSTRUCT 24" R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD-106-L CONSTRUCT 15' R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD-I06-L CONSTRUCT 15" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER STD-I06-L CONSTRUCT 12" P.V.C. (SDR 35) STORM DRAIN, ,BEDDING PER CITY STD-I06-L CONSTRUCT 8" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD-I06-L 'CONSTRUCT 6" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD-I06-L QUANTITY 21 1.F. 149 _L.F. 237 400 C•3 L.F. 1.F. L.F. 40 1.F. CONSTRUCT CURB INLET TYPE OL-A PER CITY STD-305-L (LENGTH (L) AND DEPTH 3 .EA. (Hl PER PLAN. CONSTRUCT LOCAL DEPRESSION PER CITY STD-304-L .EA. CONSTRUCT 30" C.S.P. 114 GUAGE) DESILTING RISER WITH GRATE PER DETAIL 6, 2 EA. SHEET 4. CONSTRUCT 12"x12" AREA DRAIN PER DETAIL 7, SHEET 4. 4 EA. CONSTRUCT INLET STRUCTURE AND MANHOLE PER DETAIL 5, SHEET 4. 1 -EA. CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL 9, SHEET 4. 120 _L.F. CONSTRUCT CONCRETE DOWNDRAIN PER DETAIL I, SHEET 4. 20 L.F. CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL 2, SHEET 4 1 EA. CONSTRUCT CONCRETE V-DITCH 13'-0" WIDE) PER DETAIL 4, SHEET 4 ' .90 1.F. REMOVE EXISTING CONCRETE V-DITCH 4045 1.F, CONSTRUCT CONCRETE PIPE SLOPE ANCHOR PER DETAIL 10, SHEET 4. 1 _EA. REMOVE EXISTING C.S.P. INLET RISER AND OUTLET PIPE 15 l.F. CONNECT 24" R.C.P. STORM DRAIN TO EXISTING 30" R.C.P. WITH CONCRETE t .EA. COLLAR PER CITY STD-313-L CONNECT DRAIN PIPE TO EXISTING CATCH BASIN BY CORE DRILL. GROUT AND 1 .EA. EPDXY SEAL IN PLACE PLACE SINGLE ROW OF :SANDBAGS TWO 121 BAGS HIGH AT TOE OF SLOPE RASIE EXISTING SEWER MANHOLE TO GRADE 3 .EA. RAISE EXISTING GAS WELLHEAD (WELL NO. 7-AI TO GRADE. CONTRACTOR TO COORDINATE WITH CITY UTILITIES DEPT. AND HOAG ENGINEERING PERSONNEL ON SHUTDOWN SCHEDULE. REMOVE EXISTING RETAINING WALL AND CONCRETE V-DITCH a EA. 33o CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6' CURB FACE, PER CITY STD-182-L CONSTRUCT TYPE "B" P.C.C. CURB, 6' CURB FACE, PER CITY STD-182-L 11 ° CONSTRUCT TYPE "E" A.C. CURB, PER CITY STD-I82-L It145 11513G,0 CONSTRUCT ASPHALTIC CONCRETE OVER BASE MATERIAL. (STRUCTURAL SECTION TO BE DETERMINED BY SOILS ENGINEER AND APPROVED BY CITY PRIOR TO PLACEMENT OF PAVEMENT) CONSTRUCT 4" P.C.C. SIDEWALK (WIDTH 4'-0", UNLESS OTHERWISE NOTED ON PLANS) �;7OO S.F. CONSTRUCT CURB ACCESS RAMP, CASE 'C", PER CITY STD-I8I-L-A 6 B '� EA. REMOVE EXISTING CURB AND ,GUTTER, SIDEWALK, AND A.C. PAVEMENT PER PLAN REMOVE EXISTING STREET LIGHTSAND UTILIZE LIGHT STANDARDS FOR PASSIVE SOIL GAS VENTS It EA. EXISTING DRAIN LINES TO BE PROTECTED IN PLACE, OR RE -LOCATED AS NECESSARY CONTRACTOR TO POTHOLE TO LOCATE EXISTING GAS AND ELECTRICAL LINES PRIOR - EA. TO START OF WORK CONSTRUCT SPLASH WALL PER DETAIL 9, SHEET 4 CONSTRUCT BASE MATERIAL OVER HAUL ROAD (SECTION TO BE DETERMINED BY SOILS ENGINEER(. REMOVE EXISTING TRAFFIC SIGNAL SIGN INSTALL SHELTER FOR HOAG SHUTTLE BUS STOP (SPECIFICATIONS TO BE PROVIDED BY OWNER). INSTALL 2" IRRIGATION WATER SERVICE AND METER PER CITY STD-503-L; 1 EA. IL24o 20 L.F. 2L_{ 00 S.F. INSTALL 4" PERFORATED A.D.S. PIPE FOR PASSIVE SOIL GAS VENTING PER PLAN AND TYPICAL TRENCH SECTION PER GEOSCIENCE ANALYTICAL, INC. SPECIFICATIONS. REMOVE EXISTING HOSPITAL SIGN 1 EA. EA. , /-.00 L.F. RELOCATE EXISTING HOSPITAL SIGN .EA. REMOVE AND REPLACE EXISTING A.C. OVER A.B. (2' WIDE STRIP), STRUCTURAL SECTION PER NOTE 28. STANDING GAS VENT PER GEOSCIENCE ANALYTICAL, INC. SPECIFICATION. USE LIGHT STANDARDS FROM STREET LIGHTS REMOVED AT ENTRY. 45 CONNECT 4' P.V.C. (SRD 351 SUBDRAIN TO CATCH BASIN OR DRAIN PIPE PER DETAIL II, SHEET 4. (FOR DRAINAGE OF PASSIVE GAS VENT TRENCH) 46 47 INSTALL 4' P.V.C. SUBDRAIN WITH PERFORATIONS PER SPECIFICATIONS PROVIDED IN GEOTECHNICAL REPORT BY LEIGHTON AND ASSOCIATES. PROVIDE CLEANOUTS AT 100 FT. INTERVALS. INSTALL 6" P.V.C. SUBDRAIN, NON -PERFORATED, PER SPECIFICATION PROVIDED IN GEOTECHNICAL REPORT BT LEIGHTON AND ASSOCIATES. PROVIDE CLEANOUTS AT 100 FT. INTERVALS. EARTHWORK QUANTITY ESTIMATE CUT FILL 19,700 19.700 CUBIC YARDS CUBIC YARDS NOTE: EARTHWORK QUANTITIES ARE APPROXIMATE ONLY AND DO NOT ACCOUNT FOR BULKING OR SHRINKAGE OF SOIL. .EA. '--20 SF 9- EA. 2- EA. 1f'L30l.F. 1,255 1.F. EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION NUMBERS NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, 542-3975 AFTER 6:00 PM BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL CONTROL POINTS "GPS 6261" AND "GPS 6284" BEING N 16°I0'09" W PRELIMINARY. BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. B.M. NB 2-7-77 ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD IOR SUPERIOR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CUIRB FACE, SET WITH EPDXY. ADJUSTED 1986, ELEVATION:. 6.551 NOTICE TO CONTRACTOR coNTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPoN51BB_RY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF' WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISRG FROM THE SOLE NEGLIGENCE OF DESION PROFES- SIONAL UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROX- IMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PRO- . CEEDING WITH RPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXIST- ENCE OF UNDERORoU"D UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDER- SIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUREO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTL111ES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S' RESPONSRGJTY TO NOTIFY THE OWNERS OF THE UTLITIEs OR STRUCTURES CONCERNED BEFORE STARTING WORK. IP'>Psgmpsd1 by IERiCQIIRT[EILIaIIFic� 2078 B. CN110f AVE. air 8ANFL AM CA 02705 PH:714-067-8144 7A1714-567-849 HOAG\MASSGRAD.DWG J.N. H17-101-00 "1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" r 7 4 , ( say` 2-2. 4Cc BOYL R.E. 44497 DATE J©$EFH L. LIP. EXP, 3-31-98 SEAL HOAG MEMORIAL HOSPITAL PRESBYTERIAN PHASE I GRADING AND PARKING LOT PLAN LOWER CAMPUS SHEET 1 OF 5 SHEETS 14-G'\ T.G. I GlJR6 tt4L-E r f4.co2T.c=; 14.02 F.L'.L 0 G.�.) Ir S'j�lY-T'U'f.r / 4;j, aeh lA-.'%O T•G. 2.G1'J' 3.50 2.Gt7 14•G'�-C-. , 1 ej t os/ x 100.7 40). PH AA T`,,/ ( S,GPE : O$ I � 1 ___( _. 1=1-osiJ 1_l<.1E SECTION C-C PLAN CURB 81 GUTTER OPENING DETAIL N .T. S. Na. V- IT2TGH SEE DETA\L- A- 4 HAUL ROAD SECTION D - D N,T. S. p b�k `7t o� k.)l tA,/IOPS- i Z b\ `J NEWOO Ta3>Sb 1--o GIT i ,- GVic :i4.5 C .-- Aci.S3F . -. t9..Scrt til ' to t &ao r•e. i c . cU -rlrE "per, \c1:�aF wa 66.6 40 30 20 10 LONG. S117EWALIG rain_ NA1-lt7tC,A.ieE 1•00 MIN. SECTION E-E N.T. S. GONG CURP7 n 106.4 P120pc7 'W F•lhllei -lam.-c G`P„Ai7E LOCAL DEPRESSION x 105.3 ao�MIN. 120.001 EX\S "' V 3a IZ.G. - 2�kA Q2 CSocx7-17) PRorloS512 FINISHE-Q GiP.-aNaE 7 EXIST. CaT2OU1-tom /a. Sp 7. 76.1t-1V• • .00\\1V. 0 t2.-,aoL.F. t5 rw-i\SK 3.11 5GNC?. 40 x 106.2'. x 62.8 Ve9-144 `S 14�•gGL - x 106,5 J l/ Y 65.5 60 E)C C SOCCut-to 1"120IPOSEC7 T IF-t\ S 4EA G12.-G.17E So 2 MILL. co' ys 20 pivEt<t tote WALL. N PROFILE All & SECTION A- A SCALE: ID = 40' HORIZ., 1. = 10' VERT. DATE OF TOPOGRAPHIC SURVEY: JANUARY 1993 -IOS•- Cp 0 C' 107.0 Q x65.8 x66.3 x65.8 t7Fit71GA iiP To C'flV OF NK•1O12.1- 13EPGN 2.97; o 2. Co Co .1 F•L-CT P.L•. 63 119 668 3 TARGET 'p. L . x64.8 6.7. ppOt�Ee2"< 5111�� PIRO105E.AD 2o' WIPE, .? \nem'AIZK -CO f°•'•t' Psnazi. tEd -co 60 cA-cy of NEWroc t.ACr\ SL-OrE A C -kOt2 SEA GE TG.\L SEE • ttA1L P . G . --• SC. AO. 4C PROFILE SCALE: I" "B" & SECTION B-B = 401 HORIZ., I" = 101 VERT • 1 =Iz12P.cE •tzAlt�t 'EEE t7ETt 4Ld DETAIL N . T. S. 1211.cp p to• Cc.f.-1-tt2 *o s:coo C'27) SCALE: 1 x 100.4 1.9 1/ 37• a ( m4_ zcltd: fi1.Col IM�NC�o2o c l�yao"1NV �_. M T F ct� TIQNTo C� ,tr x9.3 CONSTRUCTION NOTES CONT. TREES F CONSTi4i,in 4 e T_,3 b. 6. I ^ x12,6 t C' It ,REMOVE EXIST. TRAFFIC SIGNAL SIGN. 50 38 INSTALL SHELTER FOR HOAG SHUTTLE BUS STOP (SPECIFICATIONS TO BE PROVIDED BY OWNER). 39 INSTALL 2" IRRIGATION,WATER SERVICE AND METER PER CITY STD-503-L. 40 INSTALL 4" PERFORATED A.D.S. PIPE FOR PASSIVE SOIL GAS VENTING PER PLAN AND " TYPICAL TRENCH SECTION PER GEOSCIENCE ANALYTICAL, INC. SPECIFICATIONS. 26 REMOVE EXIST. HOSPITAL SIGN. RELOCATE EXIST. HOSPITAL SIGN. REMOVE AND REPLACE EXIST. AC OVER AB (2' WIDE STRIP) 26 (STRUCT. SECTION PER NOTE 28). STANDING GAS VENT PER GEOSCIENCE ANALYTICAL, INC. SPECIFICATIONS. USE LIGHT STANDARD FROM STREET LIGHTS REMOVED AT ENTRY. CONNECT 4" P.V.C. (SDR 35) SUBDRAIN TO CATCH BASIN OR 30 DRAIN PIPE PER DETAIL (FOR DRAINAGE OF .PASSIVE '® GAS VENT TRENCH). 4 INSTALL 4" P.V.C. SUBDRAIN WITH PERFORATIONS PER SPECIFICATIONS PROVIDED' IN GEOTECHNICAL REPORT BY 40 33" LEIGHTON AND ASSOCIATES.PRovIDE CLEANOUTS AT 10o FT. INTERVALS. INSTALL 6" P.V.C. SUBDRAIN, NON -PERFORATED, _ PER SPECIFICATIONS PROVIDED IN GEOTECHNICAL REPORT BY LEIGHTON AND ASSOCIATES. PROVIDE CLEANOUTS AT 100 FT. INTERVALS. 221/2 1°V.a. NOTE: FOR HORIZONTAL CONTROL PLAN SEE SHEET NO. 3. Nt I I 50.7 x PRO-TEG-C 001.2T\ON OP E>4. cOh •, - p\T.G ASPHALT CONSTRUCTION NOTES: 37.0 �` LP , • . j.l S!A",E OF C414, ONN;A EPTy 01.-4.ONSF,kx.kMi D -. . Cr'4T:F'f epdtPhiVi7 Wl SO, AN CELLS CONSTRUCT 24" R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD-106-L. CONSTRUCT 15" R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD-106-L.- CONSTRUCT 15" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY,STD-106-L.:,' CONSTRUCT 12" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER'CITY STD 106-L CONSTRUCT 8" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L.• CONSTRUCT 6" P.V.C. (SDR 35) STORM DRAIN,' BEDDING PER CITY STD 106-L. CONSTRUCT CURB INLET TYPE OL-A PER CITY STD-305-L (LENGTH (L) AND DEPTH (H) PER PLAN. - CONSTRUCT LOCAL DEPRESSION PER CITY STD-304-L. CONSTRUCT 30" C.S.P. (14 GUAGE) DESILTING RISER WITH GRATE PER DETAIL 6, SHT.4. CONSTRUCT 12" X 12" AREA DRAIN PER DETAIL 7, SHT. 4, CONSTRUCT INLET STRUCTURE AND MANHOLE PER DETAIL 5, SHT. 4. CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL 9, SHT. 4. CONSTRUCT'CONCRETE DOWNDRAIN PER DETAIL 1, SHT. 4. CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL 2, SHT. 4. • CONSTRUCT CONCRETE V-DITCH (3'-0" WIDE) PER DETAIL 4, SHT. 4. REMOVE EXISTING CONCRETE V-DITCH. CONSTRUCT CONCRETE PIPE SLOPE ANCHOR PER DETAIL 10, SHT. 4. REMOVE EXISTING 24" C.S.P. INLET RISER AND OUTLET PIPE. CONNECT 24" R.C.P. STORM DRAIN TO EXISTING 30" R.C.P. WITH CONCRETE COLLAR PER CITY STD-313-L. CONNECT DRAIN PIPE TO EXISTING CATCH BASIN BY CORE DRILL. GROUT AND EPDXY SEAL IN PLACE. PLACE SINGLE ROW OF SANDBAGS TWO (2) BAGS HIGH AT TOE OF SLOPE. RAISE EXISTING SEWER MANHOLE TO GRADE. RAISE EXISTING GAS WELLHEAD (WELL NO, 7-A) TO GRADE. CONTRACTOR TO ' COORDINATE WITH CITY UTILITIES DEPT; AND HOAG ENGINEERING PERSONNEL ON' SHUTDOWN SCHEDULE. REMOVE EXISTING RETAINING WALL AND CONCRETE V-DITCH. CONSTRUCT TYPE ,:"A" P.C.C. CURB AND CUTTER, 6" CURB FACE, PER CITY STD-. 182-L. CONSTRUCT TYPE "B" P.C.C. CURB, 6" CURB FACE, PER CITY STD-182-L. CONSTRUCT TYPE "E" A.C. CURB, PER CITY STD-182-L. ." CONSTRUCT ASPHALTIC CONCRETE OVER BASE MATERIAL. (STRUCTURAL SECTION TO BE DETERMINED BY SOILS ENGINEER AND APPROVED BY CITY PRIORTO " PLACEMENT OF PAVEMENT). CONSTRUCT 4" P.C.C. SIDEWALK (WIDTH 4'-0",UNLESS OTHERWISE NOTED ON, PLANS). CONSTRUCT CURB ACCESS RAMP, CASE "C", PER CITY STD-181-L-A & B. REMOVE EXISTING CURB AND GUTTER SIDEWALK AND A.C. PAVEMENT PER PLAN. REMOVE EXISTING STREET LIGHTS AND UTILIZE LIGHT STANDARDS FOR PASSIVE SOIL GAS VENTS. EXISTING DRAIN LINES TO BE PROTECTED IN PLACE, OR RE -LOCATED AS NECESSARY, CONTRACTOR TO POTHOLE TO LOCATE EXISTING GAS AND ELECTRICAL LINES PRIOR TO SASE MATERIAL OVER HAUL ROAD (SECTION TO BE DETERMINED," TART OF WORK. CONSTRUCT SPLASH WALL PER DETAIL,9, SHT. 4. CONSTRUCT - 1 BY SOILS ENGINEER). DATE BY DESCIPT10N APP'D DATE BY DESCIPTION APP•P REVISIONS REVISIONS NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE. CONDITION DURING 'THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING. HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND. HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OP ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES SIGNAL. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY:THE OWNER OR OTHERS ' AND THOSE SHOWN ON THE- RECORDS EXAMINED ARE INDICATED WITH THEIR APPROX - IMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PRO. CEEDING WITH IMPROVEMENTS PURSUANT 'THERETO AGREES TO ASSUME LIABILITY AND • TO, HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXIST- ENCE OF 'UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDER. SIGNED: NOT INDICATED ON THE PUBLIC -RECORDS EXAMINED: LOCATED AT VARIANCE. WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILRIES OR. STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS -OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK- -• - - t pose i 'by 1:ZHCIIN1EfEIHG, - zos S. QBAAD LV4 W IllBtl MU C4 IIE705 monk , T14-YSV-a144 "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" ,•nA A1,-4 3fgij 2.-2 -le• JOSEPH L. BO LY E -' R.C.E. 44497 DATE LIC.' EXP.. 3 - 8I - 98 HOAG MEMORIAL HOSPITAL PRESBYTERIAN PHASE I GRADING AND PARKING LOT PLAN LOWER CAMPUS SHEET OF 5 SHEETS • VC SCALE:P=40' SUPERIOR DESaPTION REVISIONS ,9/ Ai ENUE N 74000 FH FH COURSE DATA LINE DIRECTION DISTANCE OESURTION REVISIONS APPIO- PACIF CURVE DATA CURVE RADIUS LENGTH TANGENT DELTA BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC CoAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD (OR SUPERWR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH OF THE CURB FACE, SET WITH EPDXY. .NOTICE TO CONTRACTOR IPONSTRUCTIoN CoNTRACTOG AGREES THAT IN ACCORDANCE WITH GEIIERALLY ACcEPTED CONSTRUCTION PRACTICES. CONsTRucTION cONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESTONSIBILITy FoR Joe SITE CONDMON DURUNG THE COURSE OF CONSTRUCTION OF 'THE PROJECT. INCLIMWO sAFETY OF ALL PERSONS AND PROPERTY; THAT DOS REQUIREMENT SHALL BE MADE To APPLY CONTINUOUSLY AND NOT BE LIMITED TO NoRMAL WORKING HOURS. AND CONSTRUcTION CONTRACTOR FURTHER AGREES TO DEFEND, INITEXINIFY. AND HOLD DESIGN PRonISSIONAL HARMLESS FROM ANY AND AU. LI/WHITT, REAL DR ALLEGED. IN CONNECTION WITI1 THE PERFORMANcE OF WORK ON neS PROJECT, EXCEPTlie IJABILJTY ARISING FROM -THE SOLE NEGLIGENCE OF DESIGN PROVES- SIONAL MH MH .LIGHT POLE STANDARD PER ELECTRICAL PLAN (TYPICAL) UNDERGROUND STRUCTURES ALL UNDERGROUND "TUTEES OR STRUCTURES REPORTED By me OWNER OR OTHERS ANO THOSE sHOWN ON THE REGORDS EXAMINED ARE INDICATED WITH THEIR APPROX- IMATE LOCATION AND EXTENT. THE <mom BY ACCEPTING THEsE PLANS OR PRO- CEEDING WITH IMPROvEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND To HoLD UNDERSKIRT," HARMLESS TOR ANY DAMAGES RESuLTING FROM THE Elan- ENCE OF UNDERGROuND UTILITIES OR STRUCTUREs NOT REPORTED TO THE UNDER - SIGNER Not INDICATED ON THE PUBLic RECoRDs EXAMINED; LOcATED AT VARIANCE WITH THAT REpoRTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR is REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO pRoTEcT THE vaiTIES OR sTRucTIFRES SHovni AND ANY OTHER UTIIITIES OR STRUCTURES TOMO AT THE SITE. IT sHALL BE THE coNTRACTOR'S RESPONstell.rre TO NOTIFY THE OWNERS OF THE. UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK,. MH ?on:man-ea by . X711. 711371:7,C J.N. H177100-16- • I CHILD cENT-E, 7--_, Li ASPHALT ASPHALT tit .249. MH 1"t HEREEty CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" • 0 • 7 122.23 HOAG MEMORIAL HOSPITAL PRESBYTERIAN PARKING LOT STRIPING AND HOR ZONTAL CONTROL PLAN SHEET OESURTION REVISIONS APPIO- PACIF CURVE DATA CURVE RADIUS LENGTH TANGENT DELTA BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC CoAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD (OR SUPERWR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH OF THE CURB FACE, SET WITH EPDXY. .NOTICE TO CONTRACTOR IPONSTRUCTIoN CoNTRACTOG AGREES THAT IN ACCORDANCE WITH GEIIERALLY ACcEPTED CONSTRUCTION PRACTICES. CONsTRucTION cONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESTONSIBILITy FoR Joe SITE CONDMON DURUNG THE COURSE OF CONSTRUCTION OF 'THE PROJECT. INCLIMWO sAFETY OF ALL PERSONS AND PROPERTY; THAT DOS REQUIREMENT SHALL BE MADE To APPLY CONTINUOUSLY AND NOT BE LIMITED TO NoRMAL WORKING HOURS. AND CONSTRUcTION CONTRACTOR FURTHER AGREES TO DEFEND, INITEXINIFY. AND HOLD DESIGN PRonISSIONAL HARMLESS FROM ANY AND AU. LI/WHITT, REAL DR ALLEGED. IN CONNECTION WITI1 THE PERFORMANcE OF WORK ON neS PROJECT, EXCEPTlie IJABILJTY ARISING FROM -THE SOLE NEGLIGENCE OF DESIGN PROVES- SIONAL MH MH .LIGHT POLE STANDARD PER ELECTRICAL PLAN (TYPICAL) UNDERGROUND STRUCTURES ALL UNDERGROUND "TUTEES OR STRUCTURES REPORTED By me OWNER OR OTHERS ANO THOSE sHOWN ON THE REGORDS EXAMINED ARE INDICATED WITH THEIR APPROX- IMATE LOCATION AND EXTENT. THE <mom BY ACCEPTING THEsE PLANS OR PRO- CEEDING WITH IMPROvEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND To HoLD UNDERSKIRT," HARMLESS TOR ANY DAMAGES RESuLTING FROM THE Elan- ENCE OF UNDERGROuND UTILITIES OR STRUCTUREs NOT REPORTED TO THE UNDER - SIGNER Not INDICATED ON THE PUBLic RECoRDs EXAMINED; LOcATED AT VARIANCE WITH THAT REpoRTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR is REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO pRoTEcT THE vaiTIES OR sTRucTIFRES SHovni AND ANY OTHER UTIIITIES OR STRUCTURES TOMO AT THE SITE. IT sHALL BE THE coNTRACTOR'S RESPONstell.rre TO NOTIFY THE OWNERS OF THE. UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK,. MH ?on:man-ea by . X711. 711371:7,C J.N. H177100-16- • I CHILD cENT-E, 7--_, Li ASPHALT ASPHALT tit .249. MH 1"t HEREEty CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" • 0 • 7 122.23 HOAG MEMORIAL HOSPITAL PRESBYTERIAN PARKING LOT STRIPING AND HOR ZONTAL CONTROL PLAN SHEET BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC CoAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD (OR SUPERWR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH OF THE CURB FACE, SET WITH EPDXY. .NOTICE TO CONTRACTOR IPONSTRUCTIoN CoNTRACTOG AGREES THAT IN ACCORDANCE WITH GEIIERALLY ACcEPTED CONSTRUCTION PRACTICES. CONsTRucTION cONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESTONSIBILITy FoR Joe SITE CONDMON DURUNG THE COURSE OF CONSTRUCTION OF 'THE PROJECT. INCLIMWO sAFETY OF ALL PERSONS AND PROPERTY; THAT DOS REQUIREMENT SHALL BE MADE To APPLY CONTINUOUSLY AND NOT BE LIMITED TO NoRMAL WORKING HOURS. AND CONSTRUcTION CONTRACTOR FURTHER AGREES TO DEFEND, INITEXINIFY. AND HOLD DESIGN PRonISSIONAL HARMLESS FROM ANY AND AU. LI/WHITT, REAL DR ALLEGED. IN CONNECTION WITI1 THE PERFORMANcE OF WORK ON neS PROJECT, EXCEPTlie IJABILJTY ARISING FROM -THE SOLE NEGLIGENCE OF DESIGN PROVES- SIONAL MH MH .LIGHT POLE STANDARD PER ELECTRICAL PLAN (TYPICAL) UNDERGROUND STRUCTURES ALL UNDERGROUND "TUTEES OR STRUCTURES REPORTED By me OWNER OR OTHERS ANO THOSE sHOWN ON THE REGORDS EXAMINED ARE INDICATED WITH THEIR APPROX- IMATE LOCATION AND EXTENT. THE <mom BY ACCEPTING THEsE PLANS OR PRO- CEEDING WITH IMPROvEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND To HoLD UNDERSKIRT," HARMLESS TOR ANY DAMAGES RESuLTING FROM THE Elan- ENCE OF UNDERGROuND UTILITIES OR STRUCTUREs NOT REPORTED TO THE UNDER - SIGNER Not INDICATED ON THE PUBLic RECoRDs EXAMINED; LOcATED AT VARIANCE WITH THAT REpoRTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR is REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO pRoTEcT THE vaiTIES OR sTRucTIFRES SHovni AND ANY OTHER UTIIITIES OR STRUCTURES TOMO AT THE SITE. IT sHALL BE THE coNTRACTOR'S RESPONstell.rre TO NOTIFY THE OWNERS OF THE. UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK,. MH ?on:man-ea by . X711. 711371:7,C J.N. H177100-16- • I CHILD cENT-E, 7--_, Li ASPHALT ASPHALT tit .249. MH 1"t HEREEty CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" • 0 • 7 122.23 HOAG MEMORIAL HOSPITAL PRESBYTERIAN PARKING LOT STRIPING AND HOR ZONTAL CONTROL PLAN SHEET CONSTRUCTION OF ANCHOR FOR TRENCH W/ SLOPING SIDE WALLS Down drain anchor NOTES' SECTION A -A I Concrete shall hays a minimum ultimate compressive strength at 28 days of 2500 p.s 1. Concrete may be pneumatically placed and shall conform to Section 2121 of the Uniform Building Code. 2 Reinforcing shall be 6"x6"-W 1.4 x W 1.4 welded wire mesh (W.W.M.) or approved equal 3 Ground shall to pre -wetted to the satisfaction of the Suiting Official or Engineer pnor to placement at concrete. Moisture loss retardant shall bs used when required by the Building Official r Engineer PROVIDE 3/4' X 2" NOTCH IN HEADWALL ANO MINK/RAIN TO RECEIVE GRATING. VARIES WITH SLOPE CONCRETE HEADWALL yes" 12'P.V.G. SECTION A -A !� GALV 91P°CRT BARS .iT 3• SC. NOTES: 2 Down drain anchors constructed ovary 10' and at top'& toe of down drain. DOWN DRAIN In vettieal Might .4----DOWN ORAIN(SEE St.1321,5HT.20F3) • WELD WASHERS TO REMOVABLE GRATE(47OTAL) PLAN VIEW SECTION B-B EXPOSE 1-1/4" PCRT:ON Cc i THREAXD ANCHOR 9CL: e xRIME-ER SUPPORT BARS. ys4 GALV. BARS AT 3"OC. wE''-DED TO GALV.T'4 S,.00ORT BARS. Ground shalt be pre -wetted to the satisfaction Official prior to placement of concrete. 2 _ 3/16 1/2" X 6 • G.:.V' ANCHOR BOLTS SET .N CONCRETE TOTAL OTALI of the Building Material for construction of downdrain shall be concrete reinforced with 6" x 6" W1.4 x W1.4 welded wire fabric. 3. Downdrain to pipe transition shall nor be used within road right-of-way. 4. Grate shall be hot dip galvanized after fabrication. public 32.50F e.. 31; oat= L 3A-:O 3�.50 TIeA 1 lsry l 35.15F:5 207: 33.oOF.L., T'1EI2.1&`AC - )7g.A114 SEE oETAIt_- 4 5A O FL • y 20/ ' 35.50EL\ >=OIC ca.ic.Aft V-•171TGi l 3-(.o0F' ... 32.rot=:S. F.S. 3'- 0" WIDE CONC. V MANHoLIo FFiAv./1E_ 4 c.it /1LHA.- P1712`/ A-ts tr, ,1 LA 1 1.ti1z p or-. APLPteoVEt7 e' E.GJAL. 1 5 - QI SEE 17ETAIL Tl2At-4 1ON F1201.,1 V-171'1C1 TO TIZAPEE.OIt7P1_ GHANhI✓L S.rot s l 6 SEE DETAIL 9 e ' F 3-O 2 Gi-1Z. GL1�. r<) 61 SECTION A -A T12A1.ISITIOv4 Tar ELEV. B - O" r ANerT0-1 V-171-CCN TO RAP -2Ol taAL.. Gt-LANNEL. PLAN u G"x G - W 1.4 x DITCH T52fi.11S1T10N sce i TA1L 5 IV GrALV. STEEL P�AECS Lit kaTH A2 1�EQJI}Zti17 SET 13AIZ5 1.1114. O ff• 2' 111TO C-011G - Q Con O.O. #4-@ I'2 O.G. EACH Wfa'- (T'71Pt oA1,) 15.95 "t() F 3/`)" GALV• MA k101>✓ 5c•;1 AL4 IAM fA FnC /. ArrF.o'4W g40 .L- INLET STRUCTURE NO. SEE tpETA1L 2:44e 2 0. G.(TYI!"), 1.0' MIN. FIgEFa,Al2.1' d'4 KEt'Al2 W ELD ryp tkE w :e: STEEL ST1QA.P' W rn4 3/6 MOLT GRATE ASSEMBLY DETAIL I 2•So' sAw 1. ) �hN I ST17. c.a.P. MIN. I I TEE .Tit' 7:):: t-- . Is) L/4-• 4. '50" G. e. r7.(14- G,A' 121�i1E I2: x t2 (mA>C "SLOT 0} . t/-2 To t - i/2" 2L4- . t-lot-` e, 10 - l2 ON A110 STf�C�Ca'r' -W 2.0 MW. 677M11•.1. 'TO I o1 MAX. SST fie- SECTION 111 WET GON 01ce.-re- T1e.aNEL 11.1512E Fla PIeA11--1 ALL Aia»4t7 - •4-AT 2o.c. ALL FOU1Z Sltz.e 12 0.0. -AG1-1 WN1 (.r1rtcAL ) . TlZOv/EL F1NV3H A.1317 St-OPE -CD 0J S T PK.ONt AUL- 0112. iGTIOke 12 . (-S`(rlGA1A SECTION B-B ! CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DATE BY DESCIPTI ON APP'D DATE BY DESCIPTION APP'D EMERGENCY TELEPHONE REVISIONS NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, 542-3975 AFTER 6:00 PM REVISIONS BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL CONTROL POINTS "GPS 6261" AND PRELIMINARY. SOILS ENGINEER LAW/CRANDALL INCORPORATED 731 EAST BALL ROAD, SUITE 104 ANAHEIM CA 92805 CONTACT: SHAHEN ASKARI (BRANCH MANAGER) PHONE: (714) 776-9544 BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD 1OR SUPERIOR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CUIRB FACE, SET WITH EPDXY. ADJUSTED 1986, ELEVATION. 6.551 OWNER HOAG MEMORIAL HOSPITAL PRESBYTERIAN, 301 NEWPORT BOULEVARD BOX "Y" NEWPORT BEACH CA. 92658-8912 CONTACT: LEIF THOMPSON, PHONE:. (714) 760-5908 CoNTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONTRACTOR wlu. BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIoN DuRING THE COURSE oF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND pROPERTy. THAT TH5 REQUIREMENT SHALL BE MADE TO APPLY CONTWUDUSLY AND NOT BE LIMITED TO NoRMAL WORKING HOURS. AND CoNTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY. AND HOLD DESION PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THS PROJECT, EXCEPTING L/ABRJTY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES- • UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SFIOWN ON THE RECORDS EXAMINED ARE WDICATED WITH THEIR APPROX- IMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PRO- CEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HoLD UNIDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXIST. ENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDER- SIGNED: NOT INDICATED ON THE pUBLIC RECORDS EXAMINED: LOCATF-D AT VARIANCE WM1 IDIAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUDIED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR sTRUcTURES FOUND AT THE SITE. IT SHALL BE Twe CONTRACTows RESPONSIBILITY TO NOTFY THE OWNERS OF THE UTILMES OR STRUCTURES CONCERNED BEFORE STARTING WORK. • Re -bars 10 be determined by • engineer Dinner (splash) wall. See note No 4 I' `. RISER N.T.S. INSTALL NAT1011AL O%VE12SIF1.0 SALE- Wto 1,212K }2".G1ZA"fir 11.17.e'. 140. t212 CG12ES1--t) Ott es.rr1A.OVF-t7 �G2UA1.. J r u C.IUt,t1-ca. ar,c Co• Vl.tr.'l.4WWM ANCHOR Moog- M11.1. 5 6AG1C/G.y. COh1G12�-T'�i OK bSV%4017 ?%rrY -o - Ely 1OUlLl71HG OPPIGV�1 • r • All edge' 1 be trimmed smooth NOTES tor-K. rl/AN N.P.S. 110. 1229i A121iA 171LA11-1 o c. Arf2WEi, f - UAt- SURFACE OVER PIPE TRa WIDTH nsd `DR-'ONAL CONSTRUCTION w. OVER PPE \`---ANCHORS Notes: Pipe anchors shall be constructed at 7' vertical of 5:1 or steeper. _. All reinforcinc steel shall be ;:4 bars. 3. Concrete sha-: ne class 500-C-2500 concrete. 4 1?V.0. (S.t7.IC. wJr7, SG1it7. 40) OK. Co" r. V.G. C 2.1e.. 35, SLAW. 40) OK. Arl^KOVF-2 P.c2UAt., K.Fc'►'7. P.V. o. t7 %AWN nvor.A. etas- !re-W. pt,AK ) , I:71e.A F1 SIZE x C012 4 ) TE.& (r.V.G. S.vK.33, 8Gk t:). 4o) AREA DRAIN DETAIL N.T. TYPICAL BERM fi"xfi"-W 1 4 x W I4 WWM. TERRACE DRAIN 81 SPLASH WALL I Concrete shall hove a mlmmum ultimate compressi strength Concrete may be pneumatically placed and shall conform Building Code. 2 Reinforcing shall be 6"16'•-W 1 4 x W1.4 welded, wire mash (W.W.M.) or approved equal 3 Ground shall be pre- wetted to thesatisfaction of the Building 0fl'clot or Engineer prior to placement of concrete. Moisture lose retardant shall be used when reaulrnd by the Budding 01'iclal Engineer. 4. Concrete or concrete block- dwerltr tsplosh) wall to be co-nslrueled when down drain terminates at lerroce drain Ste plan for location and details. "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" R.C.E. 44497 DATE SEAL at 28 days of 2500 p s I to Section 2621 at tree Uniform or interval CONCRETE PIPE SLOPE ANCHOR V - V%TGL-i ?PEW- bE-rAiL CoNG. FiEAr7wA-, - .4Sv t2 o. C. �.W T© MA1'2- TCH PLAN \-43ARS v=. 7' 3" CLR. 3" CLR on all slopes Y GxC V'JL4x LONG. N7`.At7NALL •4 .12o.0.e.W T1ZA1-tS1TbF1 SECTION A - A CONCRETE HEADWALL DETAIL '12" N . T. S. l 4� FINISHED SURFACE A.C. PARKING LOT *7/7 ///////////////////1 4" P.V.C. PERFORATED 1 PASSIVE GAS VENT 1 PIPE 1 1 3/4" CRUSHED GRAVEL PASSIVE SOIL GAS TRENCH LINED WITH GEOTEXTILE MEMBRANE PER GEOSCIENCE ANALYTICAL, INC. PLANS AND SPECIFICATIONS cc rri to >- \SUBDRAN TO CATCH BASIN OR P.V.C. STORM DRAIN PIPE. CONNECTION TO BE WATER - NON -PERFORATED PIPE LENGTH AS REQUIRED PERFORATED SUBDRAIN EXTENDING INTO PASSIVE SOIL GAS TRENCH *SUBDRAIN COLLECTOR PIPE SHALL BE INSTALLED WITH PERFORATIONS DOWN OTHERWISE DESIGNATED BY THE GEOTECHNICAL CONSULTANT. THE SUBDRAN HAVE AT LEAST 8 PERFORAfiONS PER FOOT OF PIPE, UNIFORMLY SPACED. TIONS SHALL BE 1/4" TO I/2' IF DRILLED HOLES ARE USED. ALL SUBDRAIN HAVE A MINIMUM GRADIENT OF 2%. PASSIVE GAS TRENCH SUBDR AN CONNECTION TO STORM DR AN HOAG MEMORIAL HOSPITAL PRESBYTERIAN PHASE I MASS GRADING PLAN FOR LOWER CAMPUS OR UNLESS PIPE SHALL PERFORA- PIPES SHALL OF SHEET SHEETS 50 40 30 20 I0 50 40 30 20 I0 - 1l4V• J14 rvcf 50 40 30 20— I0 40 30 20 I0 L CONSTRUCTION NOTES: CONSTRUCT INLF,T STRUCTURE AND MANHOLE PER DETAIL 5, SHT.. 4. CONSTRUCT CONCRETE V-DITCH (3'-0" WIDE) PER DETAIL 4, SHT. 4. INSTALL 4" P.V.C. SUBDRAIN SPECIFICATIONS PROVIDED IN LEIGHTON AND ASSOCIATES. INSTALL 6" P.V.C. SUBDRAI SPECIFICATIONS PROVIDED IN LEIGHTON AND ASSOCIATES. WITII PERFORATIONS PER GEOTECHNICAL REPORT BY N, NON -PERFORATED, PER GEOTECHNICAL REPORT BY NATURAL �1eOUNb FW4% 4 et -are 2 12•Co \ G P A TE12124cE EL. 1 e.2 F4)EI oc c 13.o th1v. REPLACEMENT FILL AND SUBDRAIN SECTION SCALE: I = 101 NATU1z.AL GYZOl31Jp—NI)" 7 / REPLACEMENT FILL AND SUBDRAIN 20. b TcG-P.L-H.p. 2'• MIN. I Nv NATUYLP-L 7- FIN1z1-k SLo TEF ap-C Ek_.2c}.7i QjEaoc-Ic 20. , 1NV- REPLACEMENT FILL AND SUBDRAIN SECTION SCALE: 1°,= 101 F1N1s1-\ ' LOPE :P1k-lkyt-1 4YLP,0E 4% ••-, 2' . MtN. / , / / / / i 50 40 NA-I-LYL.P%U aga)Nt� vt.W._lz ACE, EL-. 24.0 6EC7120GK REPLACEMENT FILL AND SUBDRAIN SECTION SCALE: I"= 101 J 30 20 / / 7 50 40 30 20 50 40 30 20 / / 77/ 40 30 20 I0 i /7 0 0 0 U 19 DI U OJ I- it 2.9 a a.so '2. GU12 2 1Nlsr-T STYZUGTUt2E ,4.ScGa-r/ Lek .s- E-P\ 14.231 s. IA.61P-Z• it t - t 4-r e»Lor 02 WO de • aid 0 -a • X22a r N• WU t 0 c9 HXIST. rV 1' 44.4gE.P CIA-.47)E.p. %-.s-tFs- CIA--44) LOCAL DEPRESSION i NATURAL C�I?c7.)tJC7 �/i `cot 4- 49 TEIZYL,4CE �L. 2' .3 I2=•Et'Y -OC1< 23. 31NV• REPLACEMENT FILL AND SUBDRAIN — J i SECTION 6 SCALE: 111= 101 q 5 t=1NlSN SIDE s•a i N ATU RP.L C.l'P-OUt--40 i tt- ie.AcE a- 24-S 20. 7 1NV. REPLACEMENT FILL AND SUBDRAIN SECTION SCALE: In= 101 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DATE BY DESCIPTION APP'D DATE BY DESCIPTION APP'D REVISIONS REVISIONS SOILS ENGINEER LAW/CRANDALL INCORPORATED 731 EAST BALL ROAD, SUITE 104 ANAHEIM CA 92805 CONTACT: SHAHEN ASKARI (BRANCH MANAGER) PHONE: (714) 776-9544 OWNER HOAG MEMORIAL HOSPITAL PRESBYTERIAN' 301 NEWPORT BOULEVARD BOX 1'Y" NEWPORT BEACH CA 92658-8912 CONTACT: LEIF THOMPSON PHONE: (714) 760-5908 / / 7 / 50 40 30 20 50 40 30 20 f EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE CO MPANY E C MPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, 542-3975 AFTER 6:00 PM BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE SE ONHE LINE BETWEEN ORANGE BASED T COUNTY SURVEYOR'S HORIZONTAL CONTROL POINTS "GPS 6261" AND "GPS 6284" BEING N 16°I '09" 284 0 W PRELIMINARY. BENCH MARK: ELEVATIONS THIS PLAN PER ,COUNTY OF ORANGE CALIF. B.M. NB 2-7-77 ALUMINUM CAP 3 3/4 INCH DIAMETER ON THESOUTHRUSH SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FE ET EASTERLY FROM BALBOA BOULEVARD IOR SUPERIOR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CUIRB FACE, SET WITH EPDXY. ADJUSTED 1986, ELEVATION= 6.551 NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR AGREES THAT W ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURUNG THE COURSE of CONSTRUCTOR OF THE PROJECT, INCLUMNG SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPL Y CONTINUOUSLYTORFAND NOTR BE TIWTED TO NORMAL WORKING HOURS.ANDCONSTRUCTION CONTRACTOR ONTRACTOR FURTHER AGREES TO DEFEND, IT INDEMNIFY. O, AND RED. Di CON PROFESSIONAL HARMLESS FROM ANY R ALLO PJCTREAL OR ALLEGED. N ISNG FROM WITH THE PERFORMANCE OF WORK O THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES- SIONAL UNDERGROUND STRUCTURES ALL UNDERGROUND UTILRIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS SHOWN ON THE RECORDSDICAT D WITH THEIR APPROX- IMATE THOSE OWNER BY ARE Pi E AND TH )HATE LOCATIONIMPROVEMENTS AND EXTENT. THE NTNTH BY O AGREES THESE ASSUME PRO- CEEDING WITH UNDERSIGNED HARMLESS PURSUANT THERETO EREES TO ASFROM LIABILITY AND RORDUD HARMTS FOR ANYR G RE FROMEEXIST- ENCETO HOLD UxDE DAMAGES E ULTHE IGOF UNDERGROUND UTILITIESB STRUCTURES AMOT REPORTED:LOCATED D THE UNDER- SIGNED: T NOT REPORTED ON THE PUBLIC RECORDS AMEDTHE COD AT VARIANCE WITH THAT REPORTED OR SHOWNECAUT ON RECORDS EXAMINED. TEC CONTRACTOR UTLM IS REQUIRED TO TAKE DUE PANYAOT UTILITIES LITIES TO PROTECT OUN UATIT HE OR SI IT SHALL B SHOWN NTR ATV OTHERONSIBLIOR STRUCTURESNOTIFY FOUND S THE SITE U' SHALL INC CONTRACTOR'S CONCERNED RESPONSIBILITY AR NOTIFY THE OWNERS OF THE UTILITIES OR STIIUCTURES BEFORE STARTING WORK II?neipmw®dI W IEH©IIWZIEIRtIIFJC� - 2076 S. GRAND AVR. elf SANTA MA CA 92705 PK:5714-957-8144 FM:714-957-8499 HOACU11L\GRADING.DWG J.N. H17-100-03 CERTIFYTHAT THIS "I HEREBY PLAN WAS T SUPERVISION" D U PREPARE NDER MY OSE H L. BOYLE R.C.E. 44497 DATE C. XP. 3-31-98 w z gQFESS/n,: L.gok � 4 5 d No. 11 44V497 EXP- 3/31/98 C L Q C SEAL HOAG MEMORIAL HOSPITAL PRESBYTERIAN PHASE I MASS GRADING PLAN FOR I LOWER CAMPUS SHEET 5 OF 5 SHEETS "CODE DATA PART 1 GENERAL 1.1 GENERAL A. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS AND APPLICABLE REQUIIREMENTS OF ALL OTHER -REGULATORY AGENCIES, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. 1994 UBC & 1995 CALIFORNIA AMENDMENTS (95 CALIFORNIA BUILDING CODE, PART 2, TITLE 24, CCR) 2, 1993 NEC & 1995 CALIFORNIA AMENDMENTS (95 CALIFORNIA ELECTRICAL CODE, PART 3, TITLE 24, CCR) 3. 1994 UMC & 1995 CALIFORNIA AMENDMENTS (95 CALIFORNIA MECHANICAL CODE, PART 4, TITLE 24, CCR) 4. 1994 UPC & 1995 CALIFORNIA AMENDMENTS (95 CALIFORNIA PLUMBING CODE, PART 5, TITLE 24, CCR) 5. 1994 UFC & 1995 CALIFORNIA AMENDMENTS (95 CAUFORNIA FIRE CODE;, PART 9, TITLE 24, CCR) 6. LIFE SAFETY CODE - N'.F.P,A. 101 - 1991 7: NATIONAL COUNCIL ON RADIATION PROTECTION AND MEASUREMENTS #34 8. RULES AND REGULATIONS OF PRIVATE AND PUBLIC UTILITIES 9. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 1 d AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) 11. FEDERAL SPECIFICATIONS (FED. SPEC.) 12. UNDERWRITERS LABORATORIES 13. OCCUPATIONAL SAFETY AND, HEALTH ADMINISTRATION (CALOSHA) 14. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) 15. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 16. AMERICANS WITH DISABILITIES ACT (ADA), 1991 ALL DATES TO COMPLY WITH THE EDITION . TO BE ACCEPTED BY OWNER AND THE OFFICE OF STATEWIDE HEALTH ,PLANNING & DEVELOPMENT B. UNLESS OTHERWISE SPECIFIED, SPECIFIC REFERENCES TO CODES, REGULATIONS, STANDARDS, MANUFACTURERS' INSTRUCTIONS, OR REQUIREMENTS OF REGULATORY AGENCIES, WHEN USED TO SPECIFY REQUIREMENTS FOR MATERIALS OR DESIGN ELEMENTS, SHALL MEAN THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BIDS, OR THE DATE OF THE CHANGE ORDER OR FIELD ORDER; AS APPLICABLE 1.2 CONFLICTS . A. UNLESS OTHERWISEDIRECTEDBY THE OWNER'S REPRESENTATIVE, IF A CONFLICT EXISTS BETWEEN REFERENCED REGULATORY REQUIREMENTS AND THE CONTRACT DOCUMENTS, COMPLY WITH THE ONE ESTABLISHING THE MORE STRINGENT REQUIREMENTS 1 MATERIALS III-�kllll�lllif=f��ql, SH�HJ//QH•HJ/�S�HJ4 2Hl✓.H.H.H.I. i/iH. f////////, ffrl fill 11111U11!IIIlilllI icuzaciaicialawa SHEET INDEX ARCHITECTURAL' AO TITLE SHEET Al DEMOLITION FLOOR PLAN & GENERAL NOTES A2 FLOOR PLAN & SCHEDULES A3. , REFLECTED "CEILING PLAN A4 PARTIAL BUILDING SECTIONS & INTERIOR ELEVATIONS A5 PARTITION TYPES, NOTES & DETAILS A6 PARTITION DETAILS A7 CEILING SUPPORT DETAILS & NOTES AB CEILING SUPPORT DETAILS A9 HM FRAME TYPES, DOOR TYPES, MISC DETAILS - PARTIAL ROOF PLAN A10 MISCELLANEOUS DETAILS Al1- MISCELLANEOUS DETAILS Al2 DOT PLAN NOTE:. ALPHA -OMEGA SERVICES INC.. DRAWINGS (2) NO. 961112 DATED & REVISED FEB. 17, 1997 IS INCLUDED FOR REFERENCE ONLY. (TEMPORARY HOT CELL) STRUCTURAL SO GENERAL NOTES, SYMBOLS & ABBREVIATIONS S1 TYPICAL DETAILS' S2 FLOOR PLAN & DETAILS S3 ROOF PLAN & DETAILS S4 EQUIPMENT ANCHORAGE DETAILS MECHANICAL MO GENERAL NOTES,. ABBREVIATIONS & LEGEND M1 MECHANICAL DEMOLITION FLOOR PLAN M2 MECHANICAL FLOOR PLAN M3 ROOF DEMOLITION PLAN M4 ROOF MECHANICAL PLAN i M5 MECHANICAL DETAILS P1 PLUMBING LEGEND, GENERAL NOTES & SCHEDULES P2 PLUMBING DEMOLITION FLOOR PLAN P3 PLUMBING FLOOR PLAN P4 PLUMBING DETAILS & SPECIFICATIONS ELECTRICAL El SYMBOLS, GENERAL NOTES & FIXTURE SCHEDULE E2 FIRST FLOOR ELECTRICAL, KEY PLAN E3 SINGLE UNE DIAGRAM & PANEL SCHEDULES E4 ELECTRICAL DEMOUTION PLAN E5 ELECTRICAL LIGHTING PLAN E6 ELECTRICAL POWER & SIGNAL PLAN E7 . GAMMA KNIFE SYSTEM CONDUITS & DETAILS I 24'-0" I REWORK PARKING LOT REQUIRED TO PROVIDE SUPPO SLAB AND LEVEL AREA FOR THE CONSTRUCTION OF THE TEMPORARY HOT CELL ,**� AFTER LOADING REMOVE TEMPORARY ENCLOSURE, � HOT CELL & RETURN PARKING LOT BACK TO resat 0 L GRADES, CONSTRUCTION & STRIPING. SEE SPE ON 13093 - GAMMA KNIFE SYSTEM INSTALLA 20' X 40' TEMPORARY CANVAS ENCLOSURE (FLAME RETARDANT) TEMPORARY HOT CELL SEE ALPHA -OMEGA SERVICES INC. DWG # 961112 SITE PLAN/EXIT PLAN 1/16" = 1'-0" PROJECT SCHEDULE (100 CALENDER DAYS) • ' TASK DURATION START COMPLETE STAGING & DEMOLITION OF STAFF LOUNGE 2 WKS HOT, CELL CONSTRUCTION 2 WKS NEW FLOORS & CMU WALLS IN TREATMENT 2 WKS EQUIPMENT ARRIVAL (ELEKTA) 1 DAY SET UP HOT CELL FOR LOADING LOADERS EQUIPMENT ARRIVES TEST HOT CELL LOADING GAMMA BALL MOVES TO TREATMENT ROOM DISMANTLE HOT CELL & PATCH PARKING LOT FINAL FINISHES PUNCHUST & CLOSE OUT *AFTER COMPLETION OF CONTRACT EQUIPMENT SET UP, 3 WKS FURNITURE INSTALLATION 3 WKS • *THIS IS A'RECOMMENDED SCHEDULE, THE CONTRACTOR IS REQUIRED TO SUBMIT SCHEDULE PER SPEC SECTION 01950 UTILIZING -THESE ,MILESTONES. 2 WKS 1 DAY 2 DAYS 3 DAYS 2 DAYS 2 WKS 2 WKS 2 WKS A DETAILED HOAG MEMORIAL HOSPITAL PRESBYTERIA 301 NEWPORT BLVD, NEWPORT BEACH, CA 92660 GAMM SUITE O KYl ARCHITECT. elk HAMMEL GREEN &-ABRAHAM'SON`INC ® ®� ®® ARCHITECTS & ENGINEERS'.'.; 1201 HARMON PLACE MINNEAPOLIS, MINNESOTA 55.403 (612) 337-4100 (FAX) 612 332-9013 1 ® 1 ELECTRICAL ENGINEERS FBA FREDERICK BROWN ASSOCIATES 3420 IRVINE AVENUE SUITE 200 NEWPORT BEACH, CALIFORNIA 92660-3189 (714) 852-9995 FAX (714) 852-1657 STRUCTURAL ENS DEGENKOLB H.J. DEGENKOLB ASSOCIATES 12100 WILSHIRE BLVD, SUITE 480 LOS ANGELES, CALIFORNIA 90025-7124 (310) 571-3542 FAX (310) 571-3547 MECHANICAL ENGINEERS J.L. HENGSTLER ASSOCIATES INC. 13921 EAST-ARTESIA BOULEVARD CERRITOS, CALIFORNIA 90703 (310) 483-5333 FAX (310) 483-5339 n REVISION - AGENCY REVIEW TITLE SHEET AS NOTED 17 DEC 1996 DRAWN '.,.DBG DATE CONTRACT DOCUMENT'. OSHPD PROJECT NO. HL-961189-30 ® COPYRIGHT HAMMEL GREEN AND ABRAHAMSON;INC. r►A #6 SEE NOTE: 4 NOTE 5 / 00000 °ocoo0 co0oo 00°0000000° 00000oc000000 0000000000000 Uu°00 0000U0 K\<oiooc00000 oOc000000C Goo JB 36" #1 PASSTHRU \ PORT 56" c 16" -N #2 JB NOTE 5 OILEJ 144" 112" �-► A VIEW B \\???\. \\ #3 16 4" #5 56" #4 NOTE 5 NOTE 5 • 7/ i 1 —L; V/ 1 #8 SEE NOTE: 2 B 30' DOOR 16' TEMPORARY HOT CELL OPERATING GALLERY 16' LAY OUT OF 6°X17,25# I BEAMS, BEAMS ARE ON 19,640°CENTERS, 52" 114" #3 V//tt/% //. 32' #5 LEAD PLATE 4"X60"X36" NOTE 5 / 46 TONS 5 TONS VIEW r \OTE: CO\TACTOPS GENERAL AND SPEC FC REQUPEME\TS FOP PPEPAPATION OF TEVPOPAPY HOT CELL AOS FOPY \0. 1.0 2-9-95 VUST 3E \CLUDED WIT- T IS DRAW \G AS PART OF T E SPEC FICATIO\S. TEMPORARY BUILDING CONCRETE PAD G.C.C. TO SUPPLY & CONSTRUCT A TEMPORARY INCLOSURE, WEATHER RESISTANT,(RAIN,WIND,SNOW ECT.) DOORS WHICH ARE LOCKABLE AND LARGE ENOUGH FOR ACCESS OF EQUIPMENT. r #6 SEE NOTE: 1 SEE NOTE: 3 This shop drawing is provided for the Contractor's use for clarifying the needs of the owner's loading contractor, see Division 13093: Gamma Knife System Installation, for the requirements of the contract. Contact the vendor or architect with any questions you have concerning these requirements. 70 TONS REVISED: FEB 17,1997 ADDED NOTES CONTRACTORS SPEC. FLAT WORK AREA COBALT CONTAINER VERT. PLYWD. WALL ANY CONVENIENT ANGLE DROPPED OBJECTS MUST BE IN RETRIEVAL AREA OF MANIPULATORS G,C.C. TO SUPPLY AND INSTALL, WHEN DEVICE IS IN POSITION, 1/2' PLYWD. DECKING, SYSTEM MUST SUPPORT A FALL OF 50# FROM 36' CONCENTRATED, ANY SEAM OR GAP OVER 1/16' TO BE CLOSED WITH DUCT TAPE & PAINTED WITH YELLOW LATEX, 01 MATERIAL! CONCRETE BLOCKS MUST BE AT LEAST 147 LB. PER CU/FT MIN. DENSITY HOIST, STEEL WALL, VIEWING WINDOW, QUARTZ LITES AND HANDLERS ARE SUPPLIED BY A.D.S. GEN. INFO: G.C.C. TO SUPPLY PAINT (YELLOW LATEX 1 HR DRY TIME) AND LABOR WHICH WILL BE NEEDED TO PAINT THE ENTIRE INSIDE OF THE CELL AFTER THE PLYWOOD DECK IS COMPLETED NOTES: I- G.0.0,TO SUPPLY AND INSTALL 2 LAYERS DF 1' STL PLATE AND CUT OPENING FOR HOIST AND MOUNT HOIST FRAME AS REQD, BY ADS PERSONAL 2- ADS TO SUPPLY AND G.C.C. TO INSTALL 6 EA, 6'X 17,25# STL I BEAMS 3- G.C.C. TO SUPPLY AND INSTALL WF 8X31# AS REQD. PER STRUCTURAL ENGINEERS INSTRUCTIONS 4- ADS TO SUPPLY AND G.C.C. TO INSTALL 10 EA 3'X3'X2'CONCRETE BLOCKS 147 LB/CUFT MIN. DENSITY 5- G.C.C. TO SUPPLY AND INSTALL (DRY STACK) 11,000 8'X8'X16' CONCRETE BLOCK AS REQD.OR A POUR A BREAK AWAY CONCRETE MONOLITH. TEMPORARY ELECTRICAL REQ'MTS' !JBI 1- J BOX FOR 3 HOISTS 440V 3 PHASE 60 HZ 15 AMPS, G,C.C, TO PROVIED, INSTALL & CONNECT JB scALE:1/2 12 2- TWO EA, CUTLETS FOR MANIPULATORS 110V 60 HZ 15 AMPS G.C.C. TO PROVIED & INSTALL 3- J BOX'S FOR 7 EA QUARTZ LAMPS 120V 60 HZ 500 WATTS EACH A.O.S. TO PROVIDE LAMPS, G,C,C, TO PROVIDED, INSTALL & CONNECT 4- SWITCHS ON OPERATORS SIDE OF STEEL WALL FOR QUARTZ LAMPS CONTROL G.C,C, TO PROVIED & INSTALL RADIATION LEVELS PLAN VIEW POINT 1- <0.1 MR/HR 2- <0.1 MR/HR 3- 3.80 MR/HR 4- 1.30 MR/HR 5- 0.15 MR/HR 6- 1.10 MR/HR ELEVATION VIEW POINT 1- 0,15 MR/HR 2- <0,1 MR/HR 3- 1.00 MR/HR 4- 6.00 MR/HR 5- 17.0 MR/HR 6- 0.28 MR/HR 7- <0,1 MR/HR 8- <0.1 MR/HR ALPHA -OMEGA SERVICES INC. �: : BWH WE: NOV, 12, 96 FI'"SD° DWG —A TEMP RARY HET 'ELL Al S9ITAL LINOS UN: 961112 Contractors General and Specific Requirements for Preparation of Temporary Hot Cell PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Gamma knife lift system installation, cast lift system installation, including winch, wirerope, hoist, sheave, anchor plate, control pendant and control box. 2. Shield window installation. 3. Installation of pulley, cables, cranes, and manipulators for hot cell. 4. Television system installation. 5. Installation of tools, mirrors and accessories. 6. Off-loading of equipment to permanent cell position. B. Furnished By Others and Installed by Contractor: 1. Gamma Unit, shield cast unit, hoist, manipulators, shield window, television system, tools, and other miscellaneous required hot cell equipment (Refer to List on Drawings): 1.2 SYSTEM DESCRIPTION A. Temporary hot cell facility will be used for loading Leksell Gamma Unit. The unit houses 201 Cobalt-60 sources to provide radiation source for patient treatments. Such source must be shipped in separate shield cast designed for over road use, therefore it must be transferred from cask to Ganuna Unit within temporary hot cell facility. B. Hot cell loader shall be responsible for the design of the temporary hot cell, providing the equipment and performing the transfer. C. Contractor shall modify the temporary hot cell as required, provide installation support to loader to receive, store equipment, pack and ship equipment, off-load two 8 X 8 X 16 X 20 ton seacrate,three 40' trailers with equipment, intall shield window, manipulators and lift systems,and dismantle and restore temporary hot cell facility to its original condition and move the Gamma Unit to the permanent location. 1.3 SUBMITTALS A. Shop Drawings: Submit shop drawings showing rigger's installation recommendations for proposed lift system, include details of construction,location, and installation requirements of hardware, reinforcements, and details of joints and connections. Show achorage and accessory items. 1.4 PRE -LOADING CONFERENCE A. Prior to loading of Gamma Unit and associated work, meet at project -site with Contractor, Loader, rigger, Radiation Safety Officer, installers of related work, and other entities concerned with loading performance. Record discussions and agreements and furnish copy to each participant, including Architect. Provide at least 2 weeks advance notice to participants prior to convening pre -loading conference. 1.5 REGULATORY REQUIREMENTS A. National Bureau of Standards: Comply with requirements of National Council of Radiation Protection and Measurement. (NCRP) Report No. 49. "Structural Shielding Design and Evaluation of Medical use of X-rays and Gamma Rays of Energies up to 10 MeV", as applicable to this project. B. Local regulations: Comply with requirements of local regulator agencies where standards and criteria exceed NCRP Report No. 49. AOS FORM # 1.0 2-9-95 1.6 QUALITY ASSURANCE A. Rigger Qualifications: Firm complying with Prequalifications for equipment rigger as specified. Owner and/or Architect may request verification of such experience. 1.7 COORDINATION A. Coordinate hot cell loading with other trades, including Contractor for passage of Cask Unit and Gamma Unit through hospital. Coordinate Concrete Work, (Masonry), to insure proper installation of temporary shield and Carpentry, custom -fit platforms, tables and sloped false floor, lift systems, manipulators and shield window. •1.8 DELIVERY, STORAGE AND HANDLING A. Do not deliver materials, assemblies or equipment to site until installation spaces are ready to receive installation. PART 2 PRODUCTS 2.1 ACCEPTABLE LOADER A. Loader: Alpha -Omega Corporation 2.2 EQUIPMENT AND DESIGN A. Gamma Knife Lid Lift System: By Alpha -Omega. B. Cask Lid Lift System: By Alpha -Omega. C. Cable Emergency: By Alpha -Omega. D. Manipulators: Shield Window; Television System: By Alpha -Omega. E. Tools, Mirrors and Miscellaneous Hot Cell Equipment: By Alpha -Omega. F. Provide technical support to coordinate Prime Contractor's interface with equipment. By Alpha -Omega PART 3 EXECUTION 3.1 EXAMINATION A. Examine the conditions under which installation and loading is to be performed. Do not proceed with work until unsatisfactory conditions have been corrected. 3.2 LOADERS CONSTRUCTION SEQUENCE FOR CONTRACTOR'S WORK A. Phase I: Site Layout; Initial survey of site by Contractor to confirm existing facility features and layout temporary hot cell significant features with approval of Loader and Hospital Facility Engineer and Radiation Safety Officer. B. Contractor Shall: 1) Move equipment into place, as directed by loader. 2) Provide and stack temporary solid concrete shielding as required by loader. 3) Weatherproof access opening's. 4) Complete installation of steel wall of hot cell. 5) Install shield window, lift winch, hoist and electrical power and controls. 6) Install Gamma Unit. 7) Install cask. 8) Complete sloped floor, tables and platforms. 9) Install manipulators. C. Phase II: During this phase, construction of temporary hot cell is on hold while operation of manipulators, as well as other equipment is checked and operators qualified. This work should take about one day. Contractor shall assist Loader with one full time laborer. AOS FORM # 1.0 2-9-95 D. Phase III:. Completion of construction of temporary hot cell by Contractor. Complete (steel) wall and other detail work. Check shielding integrity and supplementary shielding installation if any. Contractor shall block off access to area as indicated. E. Phase IV: Loader shall install sources (load Gamma Knife unit). Construction activity on temporary hot cell is on hold. This work should take about 2 days. F. Phase V: Contractor shall dismantle Temporary hot cell and restore to the original condition. (recrate equipment moving it to trucks.) 3.3 INSTALLATION A. General: Refer to loaders shop drawings for basic arrangement of temporary hot cell. Position Gamma Unit and shipping cask as shown. Existing walls and roof supplemented by temporary shielding of stacked solid concrete block, steel plates, and lead bricks shall proved uniform barrier to radiation while transfer of sources takes place. No mortar or adhesive is used in stacking blocks, except to fill in voids, such as around an embedment, pipe or wire, Installation shall comply with drawings and specifications to obtain required radiation protection. B. Take delivery of loaded shipping cask crate, unload and move unit to temporary hot cell to position for loading of Gamma Unit. C. Laying Masonry: Lay and fit block together tightly and evenly so that there is no discernible gap between blocks. Lay blocks dry with no mortar or adhesive. ,Use mortar only at embedments, (window, manipulators) Piping, wiring or unusual configurations. • Stagger all joints in relation to blocks above, below and on either side, Saw and fit block as required to ensure no gaps at embedments, corners or other unusual situations. D. Installing Plywood: Cover interior wall surface with painted plywood and securely attach or brace to walls to ensure that block remains in place during hot cell operations. Custom -fit plywood platform, tables and sloped false floor around Gamma Knife and source cask as shown and recommended by Loader. Loader shall furnish specific instructions for customizing and locating sloped floor, tables and platforms. E. Tape joints with duct tape, including joints against Gamma Knife and cask. Cover walls with clear plastic and tape in place. F. Keep equipment clean, minimize dust and take precautions to thoroughly clean and maintain clean conditions in area. Carefully plan cutting of materials, brick, block, and other dust - prone operations to limit spread of dust and debris and clean immediately. G. When Gamma knife unit and cask are precisely located for loading operation, block units in place by wedging against temporary walls. H. Support service: Equipment (i.e., winches, window, etc.) shall be installed and dismantled by Contractor as specified and per Loader's engineer and technicians instructions in field, especially in case of sensitive equipment (i.e., manipulators, television system, etc.). I. Contractor shall receive, store, and package and ship equipment to destination provided by loader at time designated by loader. Provide safe storage of equipment at site and be responsible for storage in heated, clean, safe area. Protect against damage from vandalism or other hazards. J. If temporary shielding system fails to meet radiation requirements, Contractor shall rework shielding system to meet requirements. K. Lifting System: Refer to shop drawings for the system of pulleys, cables and cranes which provide lifting forces to open and close Gamma Unit lid and raise and lower shield cask plug. L. Lighting: Wall -mounted fixtures required to illuminate cell interior. (Provided by loader and installed be Electrical as required to illuminate cell interior.) Power for exterior as required by shop drawings. M. Heating and Cooling Information: Maintain area with temporary hot cell and outside hot cell at constant temperature once equipment arrives and while equipment is at this location. Temperature allowed is 65 degrees F to 74 degrees F. AOS FORM # 1.0 2-9-95 3.4 OFF-LOADING OF GAMMA UNIT A. Off-load Gamma Unit as recommended for intended use and move unit to permanent hot cell position and set in place. B. Coordinate transportation of material to and from loading with Hospital facility engineer. C. Off load shipping cask and move to permanent hot cell position and set in place. D. Off-loading of manipulator crate and lead glass window and moving to permanent hot cell position with installation equipment for positioning in place. 3.5 DISMANTLING OF TEMPORARY HOT CELL A. Low levels of radiation (< 2 mr/hr average, < 10 mr/hr maximum) will exist in work area. Hospital will train workers and will monitor work, including badging of workers in radiation areas. Contractor is not required to provide any radiation monitoring devices. B. Coordinate transport to and from loading dock with Hospital Facility Engineer. Remove protection covers over winches, and roof shield blocks. Transport to loading dock and, arrange for removal. Store or dispose of debris as directed by Owner. C. Remove shoring and temporary shield blocks from of hot cell, store or dispose of block and dispose of debris. After Hospital has ascertained components are not radioactive, crate and move miscellaneous components (such as lift systems, power cables, manipulators and tools) to loading dock and trucks. D. Dismantle, clean off mortar and crate shield window and move to loading dock. Remove retraining shoring and shield blocks and store or dispose of E. Clean area of all debris. Restore site per original condition and as per Hospital's Facility Engineer and Radiation Safety Officer. AOS FORM # 1.0 2-9-95 RIGGERS REQUIREMENTS 1) Receive the shipment and transport, if necessary, from port to the storage yard for unloading and "l)r Storage". Elekta Instruments uses two 20' sea containers, one weighing 22 tons and one 7 tons. All the equipment M UST go into DRY STORAGE. The containers will then need to be cleaned out, and arrangements must be made for returning them back to the port. This work is to be done under the supervision and instructions of Elekta or A.O.S. personnel. A.O.S. will have three (3) 40' trucks of equipment that will need to be unloaded and put into storage. See below for the requirements. Equipment needed: two 4,500 lb forklifts, one 100 ton hydraulic crane and one 30 ton crane. (100 ton is only needed for moving the Gamma Knife one day.) Total working days should not exceed 11 days with a three to four man crew. A.O.S. STORAGE REQUIREMENTS: OUTSIDE STORAGE 50 separate Steel Blocks (150 sq/ft.) INSIDE STORAGE 20 separate wooden boxes (250 sq/ft.) DAY 1 Transport Gamma Ball to job site. The 100 ton crane will be needed to lift Gamma Ball and lower it down into the hot cell, then position it according to the drawing. The•30 ton crane or the 100 ton will be needed to lift down the forklift that is to be used to move the steel blocks and erect the steel wall. NOTE: Gamma Knife (approx. 20 tons) must have $3,000,000 liability insurance, replacement value. This work is to be done under the supervision and instructions of A.O.S. or Elekta. Step 2 of DAY 1 Transport the steel blocks and the balance of A.O.S. equipment to job site. Forklift #2 is needed to unload trucks. Start erection of steel wall. The erection of steel wall and placement of the other equipment will take three to four days, eight hours a day minimum, ten hours a day maximum. Step 3 of DAY 1 Receive the Cobalt-60 container, unload it from the truck with the forklift and place it with the 30 ton crane. Locate and position cobalt container in hot cell. Step 4 of DAY I Off-load the balance of equipment. DAY2 Continue to work on the erection of steel wall and equipment. Placement of the ten ton hoist and two one ton hoists on I beams, as specified in drawings. Connect electrical needs NOTE: To be done by G.C. This work to be done under supervision and instructions of A.O.S. or Elekta. DAY3 Finish up the erection of steel wall. Step 2 of DAY 3 Place the master slave manipulators. Start construction of the plywood platform in the hot cell. NOTE: The platform will be constructed by G.C. DAY4 Start dry' stacking the concrete blocks per A.O.S. drawing. Place the cover on the hot cell with 30 ton crane. This work to be done under supervision and instruction of A.O.S. or Elekta. DAY5 Finish the final shielding of hot cell for the pull test to check the integrity of the hot cell shielding. Add or adjust shielding as instructed by A.O.S. This work to be done under supervision and instruction of A.O.S. or Elekta. DAY 6 LOADING DAY: No rigging personnel will be needed. DAY 7 Reverse above process and assist in packing up all the equipment and taking down the steel wall and related equipment and load onto the trucks for shipping. NOTE: This should take approximately three to four days. To be done under supervision and instruction of A.O.S. or Elekta. DAY 10 or 11 Finish cleaning up and loading the trucks. Move the Gamma Knife into final position under supervision and instruction of Elekta or A.O.S. 2.) One to two months later, transport the balance of Elekta's equipment to the job site. Unload and move into the room and into position per Elekta's instructions. NOTE: One eight hour day will be needed. A.O S or Elekta personnel will be on. the job site, starting with day one through the finish. These requirements arc based on A.O.S. drawing No. These requirements are site specific and are based on known information as of February 27, 1997. Requirements may change prior to the installation. If you have any questions, please feel free to contact Mr. Cary Hedger at A.O.S., 310/804-0604 or Fax 310/804-0610. This shop drawing is provided for the Contractor's use for clarifying the needs of the owner's loading contractor, see Division 13093: Gamma Knife System Installation, for the requirements of the contract. Contact the vendor or architect with any questions you have concerning these requirements. ALPHA scALE,1/2 12 tE: NEV, .12, 96 0 v EGA SERVICES INC. MIDHY: f BY: BWH REVISED: DWG -A TEMP HPAG _JRARY H 'S✓jTAE T C= LL Ruin uaR: 961113 High seas ahead for charter operators HARBOR: Group focuses on Boat Parade's poor turnout, Clean Harbor Day by Cynthia Hilliard contributing writer The Boat Parade is sinking. That's one of the fears of the Newport Harbor Charter Operators Alliance members. The diminishing interest in the annual Christmas Boat Parade, obtaining grants for the Alliance, and the on -going conflict between the charter operators and the Balboa Peninsula Planning Advisory Committee all garnered top billing at the recent Charter Operators Alliance meeting. Mike Whitehead, Charter Operators Alliance chairperson, opened with criticism he received about the annual Newport Beach Christmas Boat Parade. "The only negative feedback I got was that see 'harbor' page 10 wlt CdM total prfatrrts BalletRaCifiCa HOAGArea Iand°mar nearing affiliation yvi another institution' b aim Stlafferd contributing*Or Debra Lt director of H;aa& confirmed on Mori„ Memorial Hospitafl? actively pu4tti either Long .Beach in Long Beachor Hospital in Orang for -profit institutiq° "The affiliatioml and. aste`M9 merger setseivi�I, itiD bined," Legan said.° Itie; will probably not operate. An affiliation involved more poruer"° in dealing witii infix. Public itCylly"" ., Memorial ah t� the proposed,' The goel. sub commitet Legan, they rega ingt Baa i Mc Rate tl-S_ POSTAGE Pa..- • IC) Newwrport Beach, Ca PE MaMIT #185 new capacity,'Michae�, Stephens;CrE �- at'Hoag ', ,, ow,.°.y �., ,.,,, "j?xe°yroi�sly�a�d; rl5a Sepferilber l��e�vpoit 1.4;,E is.Ie,'See kg. When aske•a to specu- late what the governing b oard will decide to do, Stephens re plied, "I ish I- e t tS 4tT,SO}`time aLaai d that to s p t% %s ianging -heakh:care,.Hoo .T would be lblons for -,with tity; _ .. depen- hanges e k? et wort una, Santa Rosa, f'eta rn Czalifornia ani O'e5iasieraveAallegbi8?,Q=w,::s?A s said Hoag late with on Wino ort omment. stem _.ack i4;`;Coast .„=_ dspital auf StJo se. ph's of :_—" NEllprton, aapa, lie Valley ubbock, First quarter MEETING: City faces rough roads for El Toro Airport issue, annexing Newport Coast by Ethan Sherrard contributing writer The Newport Beach City Council ook a reality check Monday as city staff and fire and police chiefs presented updates on 1997-98 goals the Council hammered out in January. For the first quarter review, the Council was looking for progress in each item on their short List, including devel- opment of a commercial airport in El Toro, long-term fiscal forecasting and review sees slow prog ress the possible annexation of Newport Coast. "South county cities will use every vehicle in their arsenal to frustrate the development of the airport at El Toro," City Attorney Bob Burnham said. They've os;ivso' become more aggressive in the last 90 days." In February the County Board of Supervisors approved the next step in the redevelopment of the El Toro Marine Air Station to a commercial airport. Since then, Burnham said anti -airport groups have stepped up opposition to the plan, including a letter asking to raise the court -imposed caps on traffic at John Wayne Airport. "John Wayne is never .oing to be capable of handling the coa. anty's air cargo needs," Burnham sail el. "The city knows that and so does the county." Sixth District Councilrzz an Dennis ' O'Neil a sked what for more council news see 'council roundup' page 5 specific reasons south county residents gave for opp osing the air- port, wl-tether it was noise, traffic or pollution. Burnham said he origirzally felt it was general fear of the urb .nizing effects of an airport. "I thought it eras intangible reasons," he said. But "disinformation" spread by anti - airport groups was the mai'rt problem, Burnham said. see 'meetiri cj' page 3 page 2 newport news samethin someone s pi,, Y'uu re marter and mace- ha'rmmg ana theyears have given... you eoii(i fence; but the mfi'ror reflects the tune lines in yourPace, 4r, Laurrenu Mey b a p!tiSician and respected ,: ttodcheri feC[tL1'et, and ni:thoewho Mactkes die fine arhoi 21st century Laser S/un Resurjtzinr.. 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NEWPORT BEACH, CA 92663 P HO N E: FAX: 714-723-5313 g your community march 27 - april 2, 1997 newport news page 3 NATIONAL LIBRARY WEEK (April 13 - 20): To commemorate National Library Week, Friday, April 19 will officially be City Library Day. That evening the central library on Avocado Avenue will be open to the public and include a special program "Re -Connect @ the Library." The program will feature guest speaker Leigh Steinberg, well-known sports attorney and agent. 97/98 ACTION PLAN: Each year the Newport Beach Library draws up an action plan to be implement- ed July 1. This plan is the guiding mission of the city library system. Library staff submitted a five page, seven section, 31 item plan for review by the library board. The plan was unanimously approved at the library board's Feb. 18 meeting, after some modifications. Highlights of the 97/98 Action Plan include: • Set up a long-term technology plan to include computer utilization. • Materials to be added: 15,000 books, 550 books on cassettes, 750 videos and 400 compact discs. • Upgrade the library homepage on the World Wide Web. • Outreach program targets: children/young adults, 375 programs with 12,500 in attendance; adults, 75 programs with 3,250 in attendance. REACHING THE UNDER -SERVED: Library board member Julie Ryan (teacher at Carden School of Fountain Valley) is spearheading a program which targets 12 to 18-year-olds, encouraging them to read. This age group is called "the under - served," referring to reading activity. Ryan, City Librarian LaDonna Kienitz, and Youth Librarian, Judy Kelly, met with Newport - Mesa Unified School District Superintendent Mac Bernd to discuss this program. It will kick off with a task force at Ensign Middle School. "The goal is to get 12 to 18-year-olds hooked on reading, be enthused, and not superficial," Ryan said. "Today their atten- tion span is limited and they are distracted by TV, computers, movies and videos." The library is submitting a grant request to the state for approximately $60,000 for funding of a prototype pro- gram. CORONA DEL MAR PLAZA: Carol Hoffman, public relations director of The Irvine Company, gave a 30 minute overview of the new shopping mall which will be built on the 10 acres directly south of the central library on Avocado Avenue. The Corona del Mar Plaza will encom- pass three one-story buildings, 511 parking spaces, and approximately 13 spaces for stores and facilities. It will dramatically alter the entrance to the central library. Both the Plaza and the library will -share the same entrance from Avocado Avenue, which will also be the only exit. A second entrance to the plaza will be from south bound MacArthur Boulevard. Two major tenants have already signed leases. The Bristol Farms chain of special- ty food markets will be an anchor, along with a large restaurant from the Houston Company. Construction will begin when all spaces are leased and, according to Hoffman, they are optimistic this will be accomplished in June 1997. The Plaza will take one year to build. A NEW SENIOR CENTER: Carol Hoffman, public relations director of The Irvine Company, spoke before the library , board on The Irvine Company's proposed -affordable senior center on the eleven acres to the north of the central library. The development will be a joint venture with the Linc Housing Company under a feder- al program for seniors. If the city approves construction of the project, The Irvine Company has proposed to turn over a lower portion of the proper- ty to the central library for additional park- ing. The present plan calls for a two story building with 285 units. 'meeting' from page 1 "Information has been generated by groups in favor of the airport that refutes their claims," O'Neil said. "They have not been effective in com- municating that," Burnham said. Test flights with commercial aircraft could put fears of noise to rest, he said, but some people would never be con- vinced. "It might help with the people that are still using their heads," he said. "Reasonable people will come to reason- able conclusions." O'Neil said emo- tions were high and some residents might oppose the airport even if it is in their own best interests. Mayor Jan Debay said the city would need to stay on top of the 30-month process. "It's going to be long-term thing," she said. "We're hiring people to spread accurate information." - - Seventh District Councilman Tom Thompson reminded the Council not to "forsake" the people of Newport Beach. "We need the people of Newport on our side," he said. "To be on our side, they need the facts." According to staff reports the city will continue to lobby for the airport reuse plan, work with groups that support the airport plan and monitor the activities of anti -airport groups. "We need the people of Newport on our side," he said. "To be on our side, they need the facts." Tom Thompson, 7th district councilman • Administrative Services Director Dennis Danner presented an early draft of a 10 year estimate of Newport Beach finances, possibly the first ever. "A majori- ty of past forecasts has been in the one to two year range," he said. Danner said city staff had developed formulas to provide the information that could be continually used in forecasting and decision -making, including the upcoming budget process. Using the infor- mation, he said the city's five year capital improvements program had been extend- ed to 10 years. "We can project informa- tion to 2007," he said. City Manager Kevin Murphy said the Council could use the formulas to see the direct long-term financial impact of their decisions. "This is our most impor- tant priority," said Third District Councilwoman Norma Glover. "You can't really do other things unless you have the funds to do them." The City Council should identify new revenue sources and streamline city operations, she said, because the city's sta- bilization fund was dangerous- ly low. "This can't last," Glover said. "I am really very con- cerned." She said the interest on the stabi- lization fund was once a major source of income for the city. "We need to get real or we're in for some bad times," she said. In the second quarter, staff plans to finalize its forecasts, show them to the finance committee and include their infor- mation in 1997-98 budgeting. • Assistant City Manager Peggy Ducey said see 'meeting' page 10 letters policy The Newport News welcomes all expressions of opinion and commen- tary in the form of letters to the editor. Letters should be typeset, double spaced and not exceed two hundred and fifty words in length. E-mail and MAC disks accepted. All letters must be signed and include a return address and daytime telephone number. Letters selected for print do not necessarily reflect the opinion of the publisher or others associated with the newspaper. Mail: Newport News, P.O. Box 2929, Newport Beach, Ca. 92659 Fax: 723-5493. E-mail: newportnws @ aol.com newport news is published by beach cities communications, inc. Sales: advertising director: mark herron sales representative: cathy lemmons, rene powers Editorial: managing editor: paul jacober editorial assistant: rick riggs balboa island breezes: peggy mercer inside newport: pat michaels performing arts: christopher trela contributors: cynthia hilliard steve mcdonald jim shaffer ethan sherrard art director: trela rowe Advertising: 723-6986 How to reach us for ideas, com- plaints, suggestions or approval: 723-5440; location: 3345 newport blvd., suite 201, newport beach, ca 92663; mail in: newport news, p.o. box 2929 newport beach, ca 92659 or newportnws@aol.com logo: todd friedman, copyright 01996 copyright ©1996, beach cities communications, inc. all rights reserved. covering your community page 4 compiled by Steve McDonald contributing writer :Twreach the Newport Police Department for nbnemergency purposes, call 6443717. - —Information calls, 24 hours, 644-3681- - - Parking Citation Inquiries, 644-3395 Detective Division, 644-3754 Jail, 644-3672 THEFTS AND BURGLARIES • More than $1,000 worth of jewelry, two cameras worth $375 and a suitcase worth $200 were stolen from a home on the 2000 block of Santiago on March 20 between 9:30 a.m. and 11 a.m. According to the police report, the thief entered the home through an open rear window. ■ A green 1997 BMW was stolen from the 400 block of Kings Road between March 19 at 9:30 p.m. and March 20 at 6:30 a.m. According to the police report, no one was seen or heard. ■ A washer and dryer worth $200 were stolen from a garage on the 2800 block of West Balboa Boulevard between March 19 at 10 p.m. and March 21 at 1:30 a.m. According to the police report, the garage was left unlocked when the theft occurred. ■ Two Hewlett Packard laptop computers worth $2,000 each were stolen from the Hyatt Newporter, 1107 Jamboree Road, on March 19 between 12:30 p.m. and 1:15 p.m. IN Golf clubs worth $2,000, a golf bag and accessories worth $500, a Craftsman drill worth $100 and a power sander worth $100 were stolen from a garage on the 1800 block of Tradewinds between March 16 at noon and March 18 at 8 pm. newport news • A .38-caliber handgun and an unknown amount of jewelry were stolen from a home on the 2000 block of Basswood Street on March 18 between 7:15 a.m. and 5:35 p.m. According to the police report, the thief entered the home through an unlocked door. ■ A red 1996 Chevrolet Corvette was stolen from the - 100 block of Summerwind on March 18 between 2:30 a.m. and 10:30 a.m. ■ An electric scooter worth $2,400 and a skateboard worth $300 were stolen from a garage on the 200 block of Via Lido on March 17 between 4;45 p.m. and 5:30 p.m. • A computer and printer worth $2,300 were stolen from an office at the Hoag Newport Center Surgicare at 1441 Avocado on March 17 between 9 a.m. and 4:30 p.m. • Two doors worth $500 each were stolen from a black 1990 Jeep Wrangler parked on the 100 block of Via San Remo on March 17 between 6:30 p.m. and 11 p.m. ARRESTS • A 48-year-old man who is believed to be a transient was arrested at 5:35 p.m. March 20 on suspicion of having stolen property. He was taken into custody at the base of the Newport Pier. Bail was set at $10,000. • Police arrested a Newport Beach construction work- er, 48, at 11:05 p.m. March 19 on suspicion of having methamphetamines. He was taken into custody on the 4100 block of Patrice. Bail was set at $10,000. • A 47-year-old San Diego sculptor was arrested at 11:30 p.m. March 19 on suspicion of grand theft. Police stopped the man at 1140 Newport Center Drive. Bail was set at $10,000. • Police arrested a Fountain Valley student, 19, at 8:40 p.m. March 18 on suspicion of resisting arrest. He was taken into custody on Ocean near Larkspur. Bail was set at $500. , M A unemployed 29-year-old Corona del Mar man was FREE WEEK OF PHEN-FEN THEN $25 PER WEEK ht Doctors Institute , ical Weight ht Control 88= PI -MN -FEN -888-743-6336) TOLL FREE6€ awpoc-[ 8oh Tarzana;@nd Westlake -Village march 27 - april 2, 1997 arrested at 7:30 p.m. March 18 on suspicion of being drunk in public. He was taken into custody on the 100 block of Beacon Bay. Bail was set at $100. ■ Police arrested a 48-year-old man who is believed to be a transient at 10:40 a.m. March 17 on suspicion of receiving stolen property. He was taken into custody on the 1100 block of West Oceanfront. Bail was set at $10,000. ■ A 52-year-old owner of a financial company was arrested at 5 p.m. March 16 on suspicion of assault with a deadly weapon. He was taken into custody on the 300 block of Grand Canal. Bail was set at $50,000. ■ Police arrested a Costa Mesa construction worker, 28, at 3:05 a.m. March 16 on suspicion of being drunk in public. The man was taken into custody on the 1100 block of West Oceanfront. Bail was set $100. • A Riverside service station owner, 68, and a Riverside counselor, 51, were arrested at 4:17 p.m. March 16 on suspicion of petty theft. They were taken into custody at 601 Newport Center Drive. Bail was set at $10,000. • Police arrested a 20-year-old Corona waiter at 1:10 a.m. March 14 on suspicion of having methampheta- mines. - He was taken into custody on Balboa Boulevard near 19th Street. Bail was set at $10,000. DUIs ■ Police arrested a Huntington Beach salesman, 34, on suspicion of driving under the influence of alcohol at 3:10 a.m. March 18. The man was stopped by police while driving a red 1989 Ford F-350 on the 1100 block of Backbay. Bail was set at $1,400. ■ A Laguna Niguel bartender, 26, was arrested on sus- picion of driving under the influence of alcohol at 9:30 p.m. March 17. The woman was stopped by police while driving a black 1990 Ford Probe on Newport Center Drive near Anacapa. Bail was set at $1,400. news). -police report each week.. II you could LO\VER your house payment and it cost you nothin g,,,l4ould you do it'? ¶14-63•LOAN covering your community march 27 - april 2, 1997 newport news page 5 The Newport Beach City Council unanimously approved a slight increase in fees for towed vehi- cles in the city. Under the new policy, vehicles stored less than 24 hours would be subject to a full day's stor- age fees. First District Councilman John Hedges said he was suspicious of the towing companies in the area. He suggested city staff open the bidding process to all companies when the current contracts are up. "These tow companies are a pretty small club," he said "I want to make sure there's as little possibility of collu- sion in the bidding process as possible." Hedges said the City Council should drop certain requirements of smaller companies so they don't have to make huge capital investments just to bid on city contracts. Newport Beach is currently served by Harbor Towing and G&W Towing under a five year contract. Amendments to a comprehensive zoning code update were approved to reflect changes ordered by the Council at the March 10 public hearing, including a ban on home business nameplates or signs. First District Councilman John Hedges suggest- ed the Council hasn't seen the last of the code changes. "There's a lot of good parts to this," he said. "We'll potentially be bringing proposed changes back for reconsideration." The City Council agreed to relinquish the dead end at Hampden Road in Cameo Shores to the adjacent homeowner; who acquired the lot from The Irvine Company. The city will maintain a 15-foot wide section for landscaping and a bicycle and pedes- trian path. The road was originally intended to go through to the adjoining development, according to staff reports, but the connection was not used in the final plan. The sale of a water truck to California Landscape Maintenance Incorporated was approved. The truck currently maintains the city's medians and roadside areas. Under the service con- tract that is likely to be renewed in April, the city agreed to sell its water truck to the company for $8,000. The Council accepted $8,652.26 in private donations and an unexpected $17,405 in state library funds for the Newport Beach Public Library. The state funds are earmarked for library materials while the donations will be spent on office supplies, postage and travel expenses. Appeals for three massage technician per- mit applicants were denied. The hearing officer's decision to refuse the permits were because the appli- cants failed to meet the city's requirements for a per- mit, according to staff reports. The Council looked at policies for city dog and bicycle licenses at the request of First District Councilman John Hedges. He pointed out rules and regulations that were routinely ignored by police and citizens alike. Hedges attempted to instigate changes in the code, but because no action was listed on the agenda, the Council could not act. "Every item before the Council should be an action item," Hedges said. First District Councilman John Hedges criticized a proposal to install communication radios on city street sweepers. "Only vehicles that are public safety vehicles should be equipped with radios," he said. The proposal, which was dropped from the agen- da, calls for 800 Mhz radios on each sweeper, which Hedges says cost too much. "We're spending much more than any other city based on population size," he said. The Council held a public hearing and approved unanimously to rezone six properties on the south side of Mesa Drive between Birch and Cypress Streets in Santa Ana Heights. The units were given a special RA zoning to allow horticultural and agricultural uses as well as livestock. The area was previously not classified with a zone, a condition the city wanted to eliminate. The City Council agreed to allow instruction- al uses at Commerce Plaza near the airport, subject to the approval of a use permit for the Academy of Defensive Driving, which will offer evening and weekend classes at the location. City Manager Kevin Murphy said parking was abundant in the lot. The construction of Camelback Mini -Storage 11 at 1133 Camelback St. was approved. Under the plan, the Dahn Corporation will build an 86,000 square -foot storage facility to complement the original see 'roundup' page 10 loins Usforjava A0 It1. �Cyo � pEE�� ESPRE SS p . '/ `/ COCOA L11TTE Java Centrale...a European -style gourmet coffee cafe invites you to share in the experience of the world's finest coffees. Space available for group meetings! Great coffee! 95C SPECIAL WAKE-UP OFFER Your choice of a muffin, bagel or scone plus one cup of regular size, fresh brewed coffee. Paurle„ubJectioauallabilby onecouponpercuctomnuicn Present coupon when ordering Not valid with any other offer VdWonlyat this location tbru as, COMBO Offer JVA to l exp. 4/31/97 across from Edwards Theater 3420 Via Lido Newport Beach 673-5310 DR. JAMES N. WELLS SPORTS AND FANILYCHIROPRACTIC Syecializine in spinal wellness for Newport and Corona del Mar MENTION THIS AD AND RECEIVE A COMPLIMENTARY CONSULTATION AND SPINAL CHECK. OFFER GOOD THRU APRIL 31ST PRIESTLEY CHIROPRACTIC GROUP 2101 E. Coast Hwy. Corona del Mar Telephone: 714.640.7030 Facsimile: 714.640•0356 covering your community page 6 newport news march 27 - april 2, 1997 'Heightened' arguments to improve old blvd COUNCIL: Attempt to address building heights fails, second hearing scheduled by Ethan Sherrard contributing writer With their goal of an improved Old Newport Boulevard in sight, Jerry Tucker and Owen Minnie were not going to let one resident derail five years of hard committee work. The members of the Council's ad hoc committee to develop a specific plan for Old Newport Boulevard reacted swiftly Mondaytoprotest First District Councilman John Hedges' attempt to send questions of height requirements back to the committee. "This is a turning point," Minnie said. "It's a very important issue, now someone has come forward at the last minute after five years of planning." Jay Vandelay, a resident of Holmwood Drive, asked the Council to ensure that building heights be measured from the sidewalk on Old Newport Boulevard instead of the current formula for sloping Lots. "We're trying to bring development to the area," Tucker said. "If we decide we want to base the heights on the level of the elevation of the street we've basi- cally wiped out all development in the area." Hedges said he knew the committee had worked long and hard, he simply wanted the issue addressed. "The intent of my motion is to address the issues of natural grade and have the committee make a recom- mendation," he said. "I was just curious as to why one homeowner [Vandelay] late in the game is able to turn this around," Minnie said. "Height is a very specific issue," Vandelay said he represented five other Holmwood Drive residents who share his view. He said they were not notified of hearings and committee meetings after they raised complaints. "We were told we would be called," he said. "We were *never called." Tucker said issues of height were discussed in the committee but were not included in the specific plan because they would be too limiting. "You're not going to get development because you're not going to be -able to build anything in the area," he said. Hedges' amendment, however, died for lack of a second. "I'm sorry, sir," Hedges said. "The effect of the motion is that unless you're involved in some- thing for five years, your testimony doesn't count at a public hearing." The Council unanimously approved the plan which rezones most of the area to allow a mix of resi- dential and commercial properties and calls for street improvements including a center island for parking, attractive street lighting and monument signs marking the area. "They have come up with a very definitive plan," Third District Councilwoman Norma Glover said. Glover, whose district includes Old Newport Boulevard, praised the committee for agreeing to improve and impose high standards on their own properties. "In other areas we're trying to instill in people the idea of upgrading and to accept certain restric- tions on themselves," she said. Richard Vogel said he represented the ten- ants of two buildings at the corner of Old Newport Boulevard and Hospital Road. "I think the plan is excellent," he said. "Hopefully might stimulate some interest in the area." Vogel said he wanted to go on record with concerns over parking. "We keep losing park- ing every time a move is made," he said. He urged the Council not to install a sidewalk in front of their dri- veway, in fear of losing more parking. The Council will again consider the plan at a sec- ond public hearing on April 14. Do We Have Andirons? THE HEARTHSTONE Every Fireplace Needs A Pair! 2711 EAST COAST HIGHWAY, CORONA DEL MAR, CA. 92625 (714) 673-7065 covering your community march 27 - april 2, 1997 Ashly by Christopher Trela contributing writer San Francisco Ballet. ABT. The Joffrey. No matter what ballet company comes through town, Ashly Phillips can easily imagine herself on stage dancing with them. The 15-year-old Newport Beach resident has been taking ballet lessons for nearly half her life, and is ready to make dance — particularly ballet — her career. Ashly received a real taste of what her future might be when she performed in the ballet "Les Sylphides" as part of Ballet Pacifica's annual Spring Dance Concert at the Irvine Barclay Theatre last weekend. - Phillips, a sophomore at Corona del Mar High School, was one of five Ballet Pacifica Conservatory dancers selected by artistic director Molly Lynch to appear in the ballet. As a conservatory teacher, Lynch knows her students' abilities, limitations and work ethic. Lynch has specific needs for certain roles, and makes her selections very carefully. As good as she is, Phillips was surprised to see her name on the list of dancers for the ballet program. "It's a big honor to be working with the company," says Phillips. "It's very tough. I try not to get intimi- dated by the older girls. Being able to work with them is very exciting, and very fun." Philips has danced with Ballet Pacifica in the troupe's annual production of "The Nutcracker," and in the company's children's ballet series. She is also a member of Corona del Mar High School's dance group, Orchesis, in which ballet gives way to jazz and funk styles. "I'm good at that, too," admits Phillips. "I want to try everything and see what I like best. I just love per- forming." Dancing takes up much of Phillips' time. Most days she goes to school from 8 a.m. to 3 p.m., does her homework, takes her ballet lessons, rehearses and goes home to bed. On weekends she has rehearsals and classes, and she manages to squeeze in some free time with her classmates. Does she sleep? "Not that much," laughs Phillips. "It's a busy schedule, very busy. Plus I have my high school social life. It's a manageable schedule, I can do it." newport news Most ballet dancers are tradition- ally tall and thin, leading Phillips to claim she does not have a ballet dancer's body. But with the influ- ence of jazz and modern dance on ballet, thin is not always in at some ballet companies. "Here at Ballet Pacifica ... well, they're still pretty thin," says Phillips. "ButwI' comfortable wrth boon breeze outside athltelIrvi e Baf�cd rBravo' had faded mtothe after_ m selE.I'm ret buff." Phillips may not have the tra Bac a showed'why th are L arcl n Teatre Jagt Wee A Ballet ditional ballet physique, but she Fr company's annual sprig Jjanc Jon era offenG five ce has the attitude and dean the a- a aC red cers, in a varig Cara aldsel Maz po Y. ecuted by yjl ee bon that will keep her on the ers 'utchtdin _ Level5 classespathway atBallet Pacifica, e is rn lip d w Y etudes `de ballet fhe concett s.ftrs p1eP Ps who_ ballet'isp 1 mutt which are geared toward prey actfi a Lonce taand to this Maz high school' danced m her, professional students and perfecftp The co - mtic s e es_ includes work on technique as rA created several nre Y toblend m well as developing the arfistry F d fl •l4i e o itabiem _thmu out the rc+sta edb Ba13et finally Presented in 14Q9aniI eerie Y = and flexibility demanded by g Y }'actfrc.-Attistic gantt The four,dther pieces on the erector Molly Lynch.- profPhillips plans t sYlPhides `was F1O$�n; wereshorter; and while Les _ Phillips has plans to enroll --- everything from i�ntm pe Ve mod S ti' Sshorter-preces incorporated in either the UCI or SMU dance ms ;red; F iralttoomncmg,: :, tO good o1d�Fred Astatre departments, if she doesn't go r�th Dlaln s antgafterr hi h school. She has that pas'de deux Remote IZela odnshtps" is a s aballet-oriented P Y a that " w s reeudanCers andn,adttional� also considered combining R spirited celebration dance with a related occu a- trtr4s -was an exottcittodemoitish folk=you s_ P last ea} Ballet Pa g In tha y q P1eceby ]�ic7cMcCullough dev@"loped m tier wpat airea of dance ysshelmat-:;; snd seat per), `);r 6� as a iltiowback o the Ahe show closer era, Pl and #eakwed $ve tails • _ ears dressed to the nines in ht to a professional finally pursues, it's the gowns and thatwillalways drive mg Astir k uP ang o Work. dance concert And congratulations to Phillips. "I love the stage," she con- fesses. "It's the reason I dance. When you get on stage, it's very exhila- rating. You get a rush. You don't even know you're dancing. You just dance." byChristopher page 7 covering your community Bob Josten 307 Marine Avenue, Ste. 8 Balboa Island, Ca. 92662 (714) 723-0267 page 8 newport news marine avenue medley How long has it been since you strolled down Marine Avenue? If it's been a while, you might enjoy a visit to some of the Avenue's newest shops. June's Fine Art Gallery is well worth a leisurely visit. The paintings and sculptures are truly beautiful. Sung Sam Park's original oils are breathtaking. His art has won many awards and has been exhibited in - prestigious galleries in many parts of the world. The works of other artists on display are also very impressive. June's Gallery adds a really special touch to what is offered for sale on Marine Avenue. If you cross the street after visiting June's, you will be treated to the whimsical world of Sculptures of Balboa owned by Denise Morrison. Denise gave me a personalized tour of her alboa island eezes by Peggy Mercer contributing columnist shop and a thumbnail sketch of some of the artists whose works are sold there. When Denise is not on hand to greet you, Sharon Tarpo is there to serve you and answer your questions. The store is filled with unique gift items and the prices are reasonable. Next door to Sculptures is a delightful children's boutique called Butterflies Sr Bees. Judy Kessler and Linda Catterlin are partners in this colorful shop. Judy volunteered that they are asked to per- sonalize a lot of gifts, which -they are happy to do. And, on a seasonal note, they will make up Easter baskets for you of specially cho- sen gifts. Hooray! Palace Pizza Cafe has recently opened its doors and is offering all sorts of grand open- ing specials. They are a welcome addition to the Island. After a mouth-watering pizza treat, how about top - We Own and Offer Tennessee Valley Authority Power Bonds /� ■ CallYieltl to Callable 12/15/03 $104.50 Rate effective 3/27/97. Yield and market value may fluctuate if sold prior to maturity 1 State and local tax free AAA•rated by Moody's Government agency Call or stop by today. Matthew Josten 510 31st Street, "C" Newport Beach, Ca. 92663 (714) 723-8362 EdwardJones Serving Individual Investors Since Aim march 27 - april 2, 1997 ping it off with something sweet from the Balboa Ice Cream Factory? Of special note here is that video rentals are back on the Island at the Balboa Ice Cream Factory, and Sunday through Wednesday you receive two nights' rental for the price of one! Balboa Island Breezes will be featuring other shops and businesses along Marine Avenue in com- ing issues. The Island is lucky to have such a diverse group of mer- chants who obviously take pride in their establishments and the merchandise they offer. There is once again a lot of activity at our local church, St. John Vianney. Very soon we will -be feasting our eyes on a beautiful mosaic that will highlight the entrance to this picturesque Island church. For those of you who have inquired, Mass hours are Sundays at 8:00 a.m. and 9:00 a.m., weekdays 7:45 a.m. and Saturdays at 5:00 p.m. Helpful hint: It gets crowded, so arrive early. That's it for today. Don't forget to let us know in advance of your garage sales and other Island happenings. It's great advertising and to Islanders, it's that "magic" word ... free! - t Put your career in gear! - news is hiring sales reps full and part time. Earn high commissions against base salary in friendly work environment. Must be organized and work well with public. - Good future for the right individual. Call Mark at 723-6986 covenng your community march 27 - april 2, 1997 1`JA4• ;to n t0/1 YNtli1e>' , newport news page A - 1 2!2Fknewporttht:cfi intnational' FESTIVAL BROUGHT TO YOU BY THE NEWPORT NEWS TICKET INFORMATION Advance ticketsfor events and screenings maybe purchased through ETM Ticketing : (714) 437-0103. Tickets may also be purchased 1/2 hour before each scheduled screening time at the individual venue box offices. Tickets are non -transferable and non-refundable. APRIL 3 - 13 FESTIVAL SCREENINGS: $6.50 for all general screenings $6,00 for Senior Citizens, Students and Film Society Members OPENING NIGHT: Price: Premiere & Gala Party - $35.0 Premiere Only - $10.00 (There will be a very limited number of tickets available for the Premiere Only - Purchase Early!) Locations: Premiere - Edwards Newport - 300 Newport Center Drive - Newport Beach . (714) 644-0760 Gala Party - The Sutton Place Hotel - 4500 MacArthur Blvd: - Newport Beach (714) 476-2001 Directions to The Sutton Place Hotel: From Edwards Newport, take MacArthur Blvd: - East towards -the 405 freeway. The hotel is between Von Karman and Birch on the right side. CLOSING NIGHT/AWARDS CEREMONY: Price: $25.00 Locations: Screening - Edwards South Coast Village -1561 W. Sunflower - Santa Ana (714) 540-0594 Awards Ceremony/Party - Planet Hollywood -1641 W. Sunflower - Santa Ana (714) 434-7827 DIGITAL DREAMS: Price: $10.00 - Conference/Panel Discussion $10.00 - Festival FEATS OF CLAY: Price: $10.00 TOTAL ACCESS PASS: Price: $325.00 This pass grants VIP seating for special events and unlimited access to all Festival events, screenings and parties which are open to the public (a $1,200 value). Must be present at specific venues / locations at least ten minutes prior to commencement to guarantee seating. Other surprise benefits will be announced! y4pt. Nf ss, 4` o• 40> rvi fira Ho inside: • opening and awards events page A-2, A-3 • theater locations page A-3 • film schedules page A-4 covering your community page A-2 newport news march 27 - april 2, 1997 A-3 DAS BOOT - "The Director's Cut" Public Theatrical World Premiere Fifteen years ago, a feature film surfaced that forever changed audi- ences' expectations of unrelenting tension in an action film: "Das Boot." The film, which was written and directed by Wolfgang Petersen ("In the Line of Fire," "Outbreak," "Air Force One"), set a new standard for high -wire tension and broke fresh technological ground. It also became one of the most successful foreign language films ever released in the United States - nominated for six Academy Awards and shat- tering box office records - and continues to be one of the most highly regarded films of all time. On April 3, 1997, Columbia Pictures will give a new generation of moviegoers the unique opportuni- ty to experience the director's "ideal" cut of "Das Boot," which brings this action classic up-to-date for 1990s audiences. Wolfgang Petersen oversaw re-edit- ing from more than six hours of original footage into his own personal vision of the ultimate "Das Boot" journey. Petersen also supervised restoration of the negative, reprinting onto today's color -rich film stock. The filmmaker's sound team completely redesigned digital sound which brings the classic musical score up to today's highest standards. Jurgen Prochnow ("The English Patient") stars as the Captain, a sensitive man hardened by the respon- sibility of too many underwater missions, who must command and inspire his crew while trying to carry out nearly impossible orders. Herbert Gronemeyer plays the Correspondent, a pink-cheeked newcomer who will face more tragedy and horror than he can ever imagine. "Das Boot" was originally executive produced by Mark Damon, Edward R. Pressman and John W. Hyde; the co -producer was Michael Bittins and the producer was Gunter Rohrbach. The direc- tor's cut is produced by Ortwin Freyermuth. Immediately following this Special Screening of an EK master print, a movie-themed gala will be held at the Four Star, Four Diamond award -winner, The Sutton Place Hotel in Newport Beach, where we invite you to enjoy a lavish display of desserts, cof- fees, cordials, cognacs, cigars, champagne, and live music. Please join Wolfgang ' te. en, 0 Freyermuth, Jurgen Pr Columbia Executives, and -the tional event! Date: - Location: Movie - Edwar Newpa Bea Gala Party - T Ne Time: Gala P Price: Movie a (See ticket i DIGITAL DREA PART ONE - THE CO CONFERENCE: Digital animation ar the day will come whe ground in a movie will indistinguishable from The digital revoluti of the film industry. i1nl'Sgwys'IiRiiwoP • five years. Governor Pete Wilson has recently pro- posed a $1.2 million dollar California Grants for Digital Artists pilot program to fill the demand. UC Irvine is presently in the process of establishing a cur- riculum on digital animation. Individuals from six of the world's preeminent digital animation and effects companies will present film clips and give a behind -the -scenes view of this rapidly evolving industry. The moderator is actor, Philippe Bergeron, who is the main mocap actor for Taarna Studios' "The Boxer Trailer," a forthcoming state-of-the-art computer animated short film. Panel members: DIGITAL DOMAIN: Jonathan Egstad, Digital Composite Supervisor on the 5th Element INDUSTRIAL LIGHT & MAGIC: Paul Giacoppo, Digital Model Supervisor PACIFIC DATA IMAGES: Ken Bielenberg, Senior Animator Effects PIXAR ANIMATION STUDIOS: Oren Jacob, Technical Advisor RHYTHM & HUES: Lisa Atkinson, Digital Production Manager SONY PICTURES IMAGEWORKS: Tim McGovern, Senior Visual Effects Supervisor TAARNA STUDIOS: Philippe Bergeron, Mocap Actor Date: April 5, 1997, Saturday Location: UC Irvine Student Center — Crystal Cove Auditorium Time: 12:00 Noon Price: $10.00 - Conference E COMPUTER ANIMATION TIVAL TWO wing the conference, a separate event featuring a al program of cutting -edge and all-time favorite puter animated short films will be presented: ertopia" (USA) by Angel Studios; "Tony de ie" (Canada) by Pierre Lachapelle & Philippe eron; "The Boxer Trailer" (Canada) by Pierre apelle; "Technological Threat" (USA) by Bill er & Brian Jennings; "The Visible Human ct" (USA) by John Clyne; "Sleepy Guy" (USA) aman Hui; "Gas Planet" (USA) by Eric Darnell; nger" (Canada) by Peter Foldes; "The Museum of ated Commercials" - various; "Looking Into HIV" (USA) by Teresa Larsen; "La Salla" (Canada) by Richard Condie; "Siggraph Highlights" - various; "The Play" (Japan) by Hiroyuki Hayashida; "Bluebird Penguins" (New Zealand) by Geoff Wyvill; "Utopia" (USA) by Max Almy; "The End" (Canada) by Chris Landreth; "Tin Toy" (USA) by John Lasseter & William Reeves. A Sojourn Pictures Presentation Produced by Chris Padilla, HDTV Digital Cinema by Digital Broadcasting OVS In THX Sound "Tin Toy" presented in film Date: April 5, 1997, Saturday Location: UC Irvine Student Center — Crystal Cove Auditorium Time: 3:00 PM and 4:45 PM Price: $10.00 - Screenings FEATS OF CLAY Of all the mediums in animation, it is clay that offers a sensu- al experience for the anima- tor and the audience. It's a primal sub- stance brought to life by the hands of the animator. Produced one frame at a time and sometimes taking years to complete, it is by no small feat that these films were created. The results are rich with entertainment. They are articulat- ed visions transforming raw clay into fluid move- ments that are visually striking. This elite group includes Nick Park's classic "Creature Comforts" and his original Wallace & Gromit adventure "A Grand Day Out" (England); the metamorphic comedian "The Great Cognito" (USA) by Will Vinton, who brought the California Raisins to life; "Mandala" (USA) a rarely seen film by Art Clokey, the creator of Gumby; Tim Watts and David Stoten's whimsical homage to Kirk Douglas in "The Big Story" (England); Jan Svankmajer's surreal "Darkness, Light, Darkness" (Czechoslovakia); Jimmy Picker's melodic "Sundae in New York" (USA); Joan Gratz' survey of twentieth-century Western art in "Mona Lisa Descending a Staircase" (USA); and a Francis Ford Coppola presentation of William S. Burroughs' "The Junky's Christmas" (USA). Most are Academy Award winners and nominees. All are appearing together for the first time, creating a pro- gram of some of the most exciting work ever pro- duced in clay animation. A Sojourn Pictures Presentation Produced by Chris Padilla Date: Wednesday, April 9th Location: Eedwards Island Cinemas — Newport Beach Time: 7:00 PM Price: $10.00 Date: Thursday, April 10th Location: Landmark's Port Theatre — Corona del Mar Time: 3:30 PM Price: $10.00 covering your community march 27 - april 2, 1997 newport news awRr s night spec�a scr�enin Celebrities and Jury Members will be on hand at Planet Hollywood to present the awards and special tributes. Enjoy hors d'oeuvres and free -flowing champagne as you mingle with fellow moviegoers and moviemakers. This gala presentation will be hosted by Mr. Mike Burger of the nationally televised Home & Family Show. Join us in honoring the top films of the Festival as we present the following Film Awards: The Jury Award This premier award is presented by the NBIFF Jury (listed below). The Producers Guild Award The Producers Guild of America will give their award for the best produced feature film. The Audience Award The recipient of this award will be selected through audience participation and bal- loting. The Maverick Award This award is for the best use of film on a budget, noteworthy filmmaker of the future, or industry innovator. The Documentary Award Honoring the art and passion of documentary filmmaking. BLOCKBUSTER Student Film Award Regional competitio ;pia 'orTational television. is truly g the Ameri R.J. Cutler (The Nation). Featurin�� p ce"dented behind the scenes footage, the film is much more than a twisted and farcical chronicle of one mud -soaked, ideologically polarized election. This film stands as a timely parable about leadership and the power of the media in a cynical age. The Short Film Awar Honoring the top short film Special Tribute Honoring the achievements su ries ESTIVAL SUMMARIES, CALL 424-53,0. PROGRAMS WILLALSO BE AVAILABLE AT EDWARDS NEWPORTAND THE SUTTON PLACE HOTEL A Perfe a USA "" Dir/Prod':. ° . .,..Pan Taylor Co -Prod: Dan Partland Ted Skill rrt�e'�-':'rye; (cholas boob Ed/Assoc. Dir: Mona Davis Cast: Don aker MarkGodd:{ Ch`rles Robb Oliver North Contact Info: Seventh'Axt'Rit' �fn This future d -nmenti,S"8b'But.,tahe 1994 irginia Senate race betw' - �' QI *er North an Senat. Charles Robb s' -h' zr oume :in . e e t',darkness of •1„ -.: Y,,"ta�h bliB,ca1,T7S+e�roduced and dir yid Van Taylor (T theater Iocttions Edwards Newport 300 Newport Center Drive Newport Beach (714) 644-0760 Edwards Island Cinemas Fashion Island Newport Beach (714) 640-1780 Edwards Mesa 1884 Newport Blvd. Costa Mesa (714)646-5025 Edwards South Coast Village 1561 W. Sunflower Santa Ana (714) 540-0594 Edwards University 4245 Campus Drive Irvine (714) 854-8811 Landmark's Port Theatre 2905 E. Pacific Coast Hwy Corona del Mar (714) 673-6260 Captain Blood's Village Theatre 1140 N. Tustin Orange (714) 538-3545 Orange County Museum of Art 850 San Clemente Newport Beach (714) 754-1122 University of CA - Irvine Crystal Cove Theatre Pereira St. Irvine (714) 824-5011 Planet Hollywood 1641 W. Sunflower Santa Ana (714) 434-7827 Travel along with the people of Virginia - struggling to choose between North and Robb — in a search for the PER- FECT candidate! Joe & Joe USA Dir/Writer: David Wall Prod: David Wall David Wysocki Sean Patrick Brennan Cine: Kramer Morgenthau Ed. Randy Hale Cast: David Wysocki Sean Patrick Brennan Tracy Griffith Contact Info: Little Horse Thief Pictures, Inc. - TN This film is a quirky, original tale about two guys trying to secure a bigger lawnmower. Strange as it may sound, Joe & Joe weaves an enchanting mystery around their attempt at enlarging their landscaping business. In quaint Cape Cod, the two main characters, both named Joe, live an uncompli- cated life of mowing lawns, going fishing, drinking beer, and dreaming of bigger things - namely a sit-down mower. Losing customer after customer to the larger companies, the two Joes feel they may have to look for "real" jobs, a disturbing prospect. Then the two stumble across a mysterious young woman (Tracy Griffith) who spins a tale involving buried jewels. Although her story keeps changing and her motives remain unknown, for lack of any other prospects, they give jewel -hunting a try. David Wall and David Wysocki combine strong visu- als with charming performances from the actors. This film succeeds in conveying a level of honesty between the two characters and the simple way in which they view the world. Nothing Personal IRELAND Dir: Thaddeus O'Sullivan Prod: Jonathan Cavendish Tracy Seaward Writer: Daniel Mornin Exec Prod: James Mitchell Cine: Dick Pope Bsc Ed: Michael Parker CastIan Hart John Lynch James Frain Michael Gambon Gary Lydon Contact Info: Trimark Pictures Belfast 1975. At this film's epicenter is Kenny, a charismatic young man who sacrifices his marriage and any semblance of normal life, so he can fight for the country's sake. He espouses undying loyalty to his gang, who, like himself, combats the enemy on the other side of the barricades. Pushed into action by events like the random bombing at a pub, Kenny seeks retribution for the senseless killing of innocent people. He and his squad of street soldiers feel that they have a moral imperative. They must defend themselves and protect the citizens of their community. This is a film where one's identity becomes tied to the street you live on. In the world where men like these live, geography may truly be destiny. This powerful film clearly delineates how this destiny infects the young. The underlying irony of the situation is clear. A powerful film! Sand Trap USA World Premiere Dir: Hares Done Writer: Harris Done Jerry Rapp Prod: Erik Done Harris Done Jerry Rapp Exec. Prod: Kevin S. Bogart Garrett E Kreditor One: Roy Ungar Mark W. Gray Ed: Michael Mayhew Cast: David John James Elizabeth Morehead Brad Koepenick Bob Thompson Contact Info: Erik Done - Sandtrap Partners, LLC - Newport Beach - Newport Beach filmmakers, Harris and Erik Done, bring us their debut film about a man (Nelson Yeager) who had it all. Margo - his beautiful, loving wife; Jack - his loyal best friend; and a life of luxury. Until the night he faced off with a murderous intruder, and his life changed forever... Nelson, Margo and Jack embark upon a journey into the heart of the desert, in search of an escape - a well -deserved breather. Little does Nelson realize that betrayal has followed him here — with the intent to take his last breath. Sand Trap is a classic "desert noir" film. A trip into the heart of a wasteland ... and the deepest recesses of human strength and courage ... where the rules shift like the sands ... alliances crumble ... souls transform .. and survival is THE ULTIMATE REVENGE! Crying Freeman JAPAN/FRANCE Dir: Christophe Gans Prod: Taka Ichise/Ozla Pictures Victor Hadida Writer: Christophe Gans Thierry Casals Cast: Mark Dacascos Julie Condra Douglas Rae Dawn Chong Byron Mann Contact Info: August Entertainment Yo is the heir in a prestigious line of artist -potters ... until the day he is kidnapped and "reconditioned" to respond to a hypnotic signal by the 108 Dragons, a mysterious Chinese crime organization. Transformed into a killing machine in spite of himself, Yo is tattooed and given the honorary title FREEMAN. The tears that he sheds for his victims after each killing come from the soul of this lonely artist who is tor- mented by the violence of his actions. Emu, a beautiful virgin, witnesses one of Yo's crimes; tra- dition dictates that she must die by his hand. Instead, they fall in love and begin an odyssey of passion and violence. Experience the magical effects of this gripping drama. Looking for some new twists? This is one of the most stylish films of the year. covering your community page A-4 THURSDAY, APRIL 3 Edwards Newport 6:30p Das Boot OPENING GALA FRIDAY, APRIL 4 Edwards Mesa 12:OOn The Making of Maps 2:O0p Nothing Personal 4:OOp Eating Bitter Edwards University 6:OOp Heartbreak Island 8:O0p Sand Trap IO:OOp Darklands Landmark's Port Theatre 11:30a The Monkey Kid 1:OOp Cold Fever 3:OOp Nostalgia for Countryland UCI Crystal Cove Theatre 7:OOp Rachel, Nevada 8:OOp Hands on a Hard Body 9:30p Stand Tall Captain Blood's Village Theatre 12:OOn A Perfect Candidate 3:OOp Troublesome Creek, 6:00p The Last Supper 8:OOp Joe & Joe 10:OOp Crying Freeman„ Planet Hollywood 2:OOp Homeboy SATURDAY, APRIL 5 Edwards Mesa 12:00ri Rainbow 2:OOp Short Films I 4:OOp Elena's Redemption 6:00p The Almighty Fred 8:OOp Driven 10:OOp Organ Edwards South Coast Village 3:OOp The Day the Pig Fell...-. UCI Crystal Cove Theatre 12:OOn Digital Dreams Conference: 3:OOp Digital Dreams Festival - 4:45p Digital Dreams Festival 7:OOp Stacatto Purr of the Exhaust 9:OOp Short Films II Captain Blood's Village Theatre 12:OOp Ghost in the Shell 2:O0p Eating Bitter 4:OOp Eden 6:OOp Timeless 8:OOp A Day at the Beach 10:00p God's Lonely Man Orange County Museum of Art 2:O0p Clios 4:OOp Hands on a Hard Body SUNDAY, APRIL 6 Edwards Mesa 12:00n Blendings 2:OOp Crying Freeman 4:00p Nostalgia for Countryland 5:45p Sunset on Chaopraya 8:OOp Cold Fever 10:OOp The Last Supper Edwards South Coast Village 3:00p Wild Bill: Hollywood Maverick newport news UCI Crystal Cove Theatre 10:30a Weltmeister 12:OOn Rachel, Nevada 2:OOp Edward James: Builder of Dreams 4:OOp Champagne Safari 7:OOp Drawing Flies 9:OOp Drawing Flies Captain Blood's Village Theatre 12:00n Driven 2:30p The Tenderest 5:00p A Perfect Candidate 7:OOp A Day at the Beach 9:OOp Short Films III MONDAY, APRIL Edwards Mesa : °13`:4J,On `P The Monkey-Cid .12:OOp Lahar 4:OOp Ghost in the Shell 6:OOp The Last Supper 8:OOp Okaeri 10:00p Sand Trap Landmark's Port Theatre ,-42:00n The Making of the Mahatma a4;00p ; A Petal lalifillgods Villa -=^m� Thera 6:00p Darklands 8.00p Short Films IV 10:00p Organ Orange County Museum of Art 2:OOp Champagne Safari 4:OOp Clios 6:OOp Edward James: Builder of Dreams s3tandmark's Port Theatre 12:OOn The Making of the,Mahatina 3:15p ! e Sapd Ttap, _ - UCI Crystal CoveeTheatre" 6:30p %Jeltmghsfer 8:OOp Drawing Flies 9:30p Stacatto Purr of the Exhaust Captain Blood's Village Theatre 12:OOn Rainbow 2:30p The Wife 6:OOp Driven 8:OOp The Almighty Fred Planet Hollywood 2:OOp Stand Tall WEDNESDAY, APRIL 9 Edwards Island Cinemas 7:OOp Feats of Clay Edwards Mesa 12:OOn Heartbreak Island 2:OOp , God's Lonely Man 4:OOp Cold Fever 6:OOp Lahar 8:OOp In Expectation 10:00p Timeless march 27 - april 2, 1997 Landmark's Port Theatre 12:30p A Day at the Beach 2:45p A Perfect Candidafe UCI Crystal Cove Theatre 6:30p Stacatto Purr of the Exhaust 8:15p Short Films V 9:30p Hands on a Hard Body Captain Blood's Village Theatre 12:O0n Eden 4:00p Man of the Story 7:OOp Sand Trap 10:00p Mulanay THURSDAY, APRIL 10 Edwards South Coast Village 7:00p AWARDS NIGHT Edwards Mesa 12:OOn Mulanay 2:OOp Blendings 4:OOp Joe & Joe 6:OOp Mulanay 7:45p Sunset on Chaopraya 1:00p A Petal iaetdinark's Port Theatre 11:39a Okaeri In Expectation :30p Feats of Clay Captain Blood's Village Theatre 12:OOn Ghost in the Shell 2: VT., _ Troublesome Creek 6:00 I °'' Elena's Redemption 7:OOp Wild Bill: Hollywood Maverick 9:O ==i Darklands FRIDAY»APRIL 11 Landmark's Port Theatre 12O1t:, Ailsa 1_3pp The Day the Pig Fell... 3:15p= Wild Bill: Hollywood Maverick Captain Blood's Village Theatre glOr Joe & Joe Tip NBIFF 6:00p AWARD 8:OOp WINNERS Orange County Museum of Art 6:OOp Stand Tall 8:OOp Hands on a Hard Body Planet Hollywood 2:OOp Secret Fears of Jake McDougal SATURDAY, APRIL 12 Edwards South Coast Village 2:OOp NBIFF AWARD WINNERS Captain Blood's Village Theatre 12:00n Rainbow 2:OOp 4:OOp 6:OOp 8:OOp Man of the Story NBIFF AWARD WINNERS SUNDAY, APRIL 13 Captain Blood's Village Theatre 12:00n Clios 2:OOp Mrs. Munck 4:OOp NBIFF 6:OOp AWARD 8:OOp WINNERS Orange County Museum of Art 2:OOp Short Films VI 4:O0p Short Films VII covering your community march 27 - april 2, 1997 Over 150 law enforcement officers from the Newport Beach area were taken to lunch on "Take A Cop To Lunch Day." They ranged from patrol officers who work as far away as Corona and Los Angeles to Orange County Undersheriff Raul Ramos and Newport Beach Police Chief Bob McDonell. Both The Arches and The Cannery restaurants were - packed to capacity. Both restaurants had promised to pick up the officer's portion of the luncheon tab for those who brought cops to lunch there. Undersheriff Ramos told me the event was particularly gratifying to those men and women of law enforcement who some- times feel unappreciated by members of the communi- ties they serve. Chief McDonell told me he feels Newport Beach will be spared the kind of youth rioting this summer which overwhelmed Huntington Beach last year. He feels Peninsula and beach controls, established after some disturbances a few years ago on the Fourth of July, wiltkeep problems away. As to local gang activity, he pointed out Newport Beach has no gangs, but is fre- quently visited by out of town gangs and gang mem- bers. "We let them know they're welcome to be here, as long as there are no problems ... but if problems start, they're in deep trouble." The chief pointed out he wants to make the climate similarly unhealthy for eco- nomic criminals. "We have a four -man task force working with numerous county, state and federal agen- cies to cut down on phony boiler rooms and scam - newport news artists," he said. "We don't want to be called the scam capitol of America any longer." Reminds me of a mother who told me over at Lincoln School,_"With all these white collar criminals getting attention around here, our kids are now playing a new game — cops & brokers." Did you know the Newport Harbor Elks Lodge — long considered a male bastion by Newporters and the wives of Elks — has been penetrated? Five women are now on or about to be on the local Elks roster as the result of recent court rulings that Elks organizations across the country must allow women to join their benevolent and protective order. Although most Elks seem to enjoy the prospect, there is some grumbling. One male Elk muttered, "They're just joining to find a husband." (Current ratio of men to women: about 200 to one.) And the wife of an Elk said, "I'm going to have to pay more attention. Most times when our husbands told us they were going down to the Lodge, we felt safe because no women were around. Now, I don't know." Incoming officers of the Lodge tell me, though, that their policy will be to welcome women as new mem- bers just as much and as enthusiastically as men. Unanswered question; What do you call a female elle? Is it a doe? Is it an elkess? Or is it just plain Ms? The Newport Beach party of the month has to be the Academy Awards party pretty Pam Luby threw for page 9 her husband, Roger. Complete with red carpet rolled to the driveway and guests dressed as movie stars, the event colorfully celebrated Roger's birthday. A TV reporter flew in from the midwest to interview cos- tumed guests as they arrived. Inside, huge video screens showed the actual awards at the Shrine Auditorium but the after -awards parties shown on TV couldn't match the glamour at the Luby home. Although not revealing his age, Luby learned that night that there are three stages of man. They are: youth, middle age and, "You're Looking Great!" In his month of biggest billing, CDM CPA Chris Wynkoop paused to tell me: "April 15th is when the hand in your pocket isn't yours." And there's this ditty authored by Eastbluff's Marie Higgins for those doing their retums and reaching for the Prozac: "It's called a tax return. It's spaces you've gotta fill. If you don't do it right. Return it surely will." Pat Michaels is the host of "Your Newport Today," seen Mondays at 6:30 p.m. . and Sundays at 2:30 p.m. on Newport Beach Cable Channel 3. - SELLERANXIOUS - REAL BARGAIN covering your community COAST NIiWPUtI 24 CHATHAM COURT Belcourt Spectacular luxury-townhome has soaring two-story living room with fireplace. The master bedroom suite boasts a fireplace, deck and luxurious bath. A second master bedroom has a private dressing area. Spacious family area offers fireplace and French doors to lush entry courtyard. Belcourt is a private 24-hour guard -gated community including pool, spa, and cabana. Reduced to $650,000 For more information or a private showing, call: Sara Marvin 759-3795 4 Civic Plaza, Ste. 260, Newport Beach page 10 'harbor' from page 1 a fishing boat had hung up one string of lights and that people are blaming gaps in the boat parade on the charter boats jumping in and out of the parade," said Whitehead. He went on to discuss future involvement of the operators and increased lighting on boats and restaurants. The president of the Chamber of Commerce, Richard Luehrs, said that the involvement in the boat parade is diminishing. "I was embarrassed this year when I hosted a national news crew that was covering the boat parade," he said. "They wanted to interview spectators and film the parade. We went to Balboa Island around 6 p.m. on a Friday night and I swear that less than twenty boats went by the bridge and it was embar- rassing. "It could have been a great plug and it seems to me that a terrific opportunity was missed there," Luehrs said. "Unless we take some action to get out more boats and do a better job of decorating ... I don't need to tell you what's at stake here. The worse thing that could happen would be that the boat parade would continue to diminish." Whitehead directed the members attention to newport news Clean Harbor Day, which is to be held on June 7 in the Cannery Village. "This event has attracted a great number of peo- ple," said Luehrs. "Companies want to be perceived as being environmentally sensitive and want to align themselves with efforts like Clean Harbor Day. Richard Luehrs "I was embarrassed this year when 1 hosted a national news crew that was covering the boat parade. They want- ed to interview spectators and film the parade. We went to Balboa Island around 6 p.m. on a Friday night and I swear that less than twenty boats went by the bridge and it was embarrassing." Richard Luehrs, president, Chamber of Commerce "It is very easy for the Chamber to go out there and secure corporate sponsors for Clean Harbor Day," Luehrs said. "We need to get a heightened awareness of our efforts to clean up the bay and focus our ener- gies on a media campaign to promote keeping the bay clean. People need to know that what you throw in your gutter ends up in the bay." march 27 - april 2, 1997 Whitehead agreed with Luehrs' comments and said that he was working to put together a video pro- moting keeping the harbor clean. The video starts off showing a person in Costa Mesa dumping a big Styrofoam cup in the gutter. It shows the progress of the Styrofoam cup from the gutter until it washes into the bay. It will conclude with a child involved in the Clean Harbor Day event picking up the cup and throwing it away. "I don't see that any trash in the harbor is from the boats ... maybe one-half of one percent is off the boats," said Whitehead. Whitehead also dis- cussed obtaininggrants that would give them more funds to keep the harbor clean and safe for everyone concerned. Only a dozen operators turned out for the March 11 meeting. This was in sharp contrast to the large numbers of upset operators who appeared at the February meeting to speak out against the findings embodied in the BPPAC report, which they feel nega- tively portrayed the charter operators. 'meeting' from page 3 a report detailing the cost and benefits of annexing the Newport Coast com- munity would be presented to the legislative committee on April 10. "One of the character- istics of Newport Coast is it's still being developed," she said. Projections of development through build -out will be available soon, she said, so staff could study the tax revenues the community would generate and the costs to serve the area. Ducey said the city still must go through negotia- tions with the county, Orange County Fire Authority and the Irvine Company, which is still the primary owner of the property. Ducey asked the Council for direction on whether staff should proceed. "We've got to have the ability to withdraw," Thompson said. He asked if the citizens of Newport Beach would get to vote on the issue. No election is required, according to the city attor- ney, but an advisory election could be held at the Council's request. "South county cities will use every vehicle in their arsenal to frustrate the development of the airport at El Toro." Bob Burnham, city attorney Thompson said his constituents in Corona del Mar were concerned about the future of Newport Coast as well as Bonita Canyon. "People in my area want to know what's going on," he said. Murphy said the area at Ford and MacArthur was inside the city limits of Irvine, but is more oriented to Newport and could be consid- ered for annexation by Newport Beach if Irvine agreed. "If we can influence density, that's the best reason to annex," Debay said. Full reports will be presented to the Council for review and further direction in June, according to staff fore- casts. Other issues from the special study session: — Council looked at efforts to improve rela- tionships with employ- ees and consider alterna- tive bargaining methods. Danner said the city had secured contracts with seven of the city's eight major employee associa- tions. — Council reviewed "This is our most impo really do other things to do them." a Tidelands management program, still in its early stages. Staff spent the first quarter updating their data, including ownership and planned to send the program to various committees before hiring a consultant to develop a management plan. — Economic development in Newport Center and the city's older commercial areas was considered by the Council, including streamlining the permit process and improving the city's posture for future economic development. First District Councilman John Hedges pointed to the Balboa Peninsula. "It's as bad as I've ever seen it," he said. "We can all blame BPPAC, but unless we keep this economic development bn track we'll just keep putting lipstick on the pig." — The Council looked at progress on a groundwa- ter development project, expected to be completed by fall, and a water master plan to guarantee quality water service in the future. — City staff reported on continued efforts to obtain funding for dredging mainte- nance in Upper Newport Bay. unless you have the funds Burnham said the city's permit for the project could expire in the next Norma Glover, year if the project does not move forward. rtant priority. You can't 3rd district councilman 'roundup' from page 5 facility adjacent to the site. Aesthetic issues were addressed in the plans to minimize visibility from Bison Avenue and Ford Road, according to staff reports. The Council held a second public hearing and approved the city's application for a Community Development Block Grant from the department of Housing and Urban Development. The $515,000 application proposes funding a feasibility study for the 32nd Street/Via Lido area in addition to aiding several social service agen- cies throughout the city. Police Chief Bob McDonell announced the hiring of a crime prevention specialist thanks to a grant from the Bureau of Justice Administration. He reviewed statistics showing a drop in seven major crimes over the past 10 years. McDonell said he had to deal with perceptions of crime that contrasted the reality of the facts. "I have long been suspicious about the way the numbers are kept," said Seventh District Councilman Tom Thompson. - "I think those numbers are good numbers," McDonell said. "It's a fair comparison." Assistant City Manager Sharon Wood announced that Wells Fargo Bank on Pacific Coast Highway had been warned to take down its temporary sign. Third District Councilwoman Norma Glover requested a review at the March 10 Council meeting. NEXT WEEK: More council coverage covering your community march 27 - april 2, 1997 ;gi'� ITerforming rts said newport news by Christopher Trela contributing columnist MYSTERY CAFE There is dinner theater, and then there is Mystery Cafe, which belongs in a class by itself. These folks have been presenting comedy -mystery dinner theater at The Mezzanine Restaurant in Irvine for several years, but their current production, "Murder at the Cafe Noir," is the best yet. The fun starts the moment you enter the restaurant, renamed Cafe Noir for the evening. Actors greet you in character and immediately transport you to the Island of Mustique, circa 1940. Seems that one Andre Gauvreau, owner of Cafe Noir and a powerful man on the island, was shot to death. Who dunnit? Many had their reasons: Anthony Laszlo Cairo, a local low -life; Sheila Wonderly, an intimate friend of the deceased; Vince Thursby, another local low -life; Angelique Toureau, co-owner of Cafe Noir; Simon Gutterman; a martini -toting lawyer; Maria LaRue, a voodoo woman; and several others. Into this scenario strolls Rick Archer (or"Just Plain Rick"), a down on his luck American who acts and talks like Humphrey Bogart, one of the greatest noir-genre actors. How does this all tie together? Amazingly, the plot makes sense, more so than previous Mystery Cafe shows. And there is an abundance of humor strewn throughout the show, which takes place among the tables of the intimate Mezannine Restaurant. The actors - in character - chat with diners about clues while revealing their possible motives, and also act out seg- ments of the play in the center of the restaurant. There are some very clever touches to "Murder at the Cafe Noir." Rick Archer happens to have the same last name as Bogart's partner in "The Maltese Falcon," a replica of the famed "black bird" is used as a set piece, and many characters are named after those in various Bogart movies (Cairo, Laszlo, Thursby). Numerous other Boggie references add to the fun. The actors, who also serve as waiters (in character, of course), are a rotating band of local stage veterans who divide their time between Mystery Cafe and other stages. Most nights you -can find Steve Sturm ("Holiday" at the Vanguard Theatre) playing Rick Archer. It's hard to imagine anyone else in the role because Sturm is so convincing, and like the rest of the cast, appears to be having a grand time sending up the noir genre. The night I saw the show, Nicole Maringer ("Much Ado About Nothing" at Stages) was a beautifully con- vincing Sheila Wonderly; Patrick Munoz ("Don't Dress for Dinner," Laguna Playhouse) was a perfectly sleazy and drunken Simon Gutterman; Bob May ("A Child's Christmas in Wales," Laguna Playhouse) is a swarthy riot in the dual role of Thursby/VanGilder; Silvie Boggs (also the show's director) made a splendid voodoo - chanting Maria LaRue; and Ceptembre Anthony and Andy Pinoz were ideal as Madame and Cairo, respec- tively. Kevin Weed provided very appropriate accom- paniment on the piano. Performances of "Mystery Cafe" are Friday and Saturday evenings at 8 p.m. Cost for dinner and show is $49. Mystery Cafe is indeed a tasty, satisfying theatri- cal treat. For more information, call 631-CLUE. PSO CONNECTS WITH KIDS A couple of years ago, the Pacific Symphony Orchestra began what has turned into a very successful program. On selected Saturday afternoons each season, the PSO offers a "Classical Connections" concert, a 70 minute, informal concert that focuses on one composer and one of his landmark works. The concert, held at the Orange County Performing Arts Center, includes com- mentary from music director/conductor Carl St.Clair and the performance of the featured composer's work. This Saturday, the PSO will take on Richard Wagner as they perform selections from "Der Ring des Nibelungen," which consists of a prologue and three operas. The entire cycle runs 16 hours, and took the composer 26 years to complete. Fortunately, the PSO has pared that down to an hour of the best of Wagner. The Classical Connections series is designed for newcomers to classical music as well as families and professionals who are too busy to attend a week -night concert, and those who prefer a shorter afternoon con- cert. The concerts are also perfect for high school stu- dents who, because of arts funding cutbacks, are not often exposed to classical music in school. Several weeks ago, I took eight students from Edison High School to see a Classical Connections concert featuring Tchaikovsky's Symphony No. 4. All of them agreed that hearing St.Clair discuss the composer's life and music, having the PSO play snippits of music to illustrate St.Clair's talk, and the addition of an on-stage actress playing Tchaikovsky's lifelong friend added to the understanding and enjoyment of the symphony. To give you an idea of the effectiveness of this pro- gram, here are two perspectives on the Tchaikovsky concert from Edison students. Junior Laura Lim writes: "Tchaikovsky's Symphony No. 4 makes for an ideal performance. There isn't a moment to doze. Though the first movement seemed slow, the third movement clearly made up for it. Much to the audience's surprise, every string musician exchanged their bows for their more agile five fingers and began furiously plucking the strings. It was an enjoyable cultural experience." Sophomore Juli Van Eizenga writes: "The Pacific Symphony Orchestra's Classical Connections concert of Tchaikovsky was a unique experience. As a musician I viewed the performance from a different perspective than most people. Even though I know a lot about music and various themes, it was still interesting to page 11 hear the PSO play the different themes in Tchaikovsky's music and to leam a bit about why he wrote it and what he was going through. These Classical Connections concerts are excellent opportunities for anyone to learn about the greatest music of all time, but also to catch a glimpse of the genius behind the master- piece." The next Classical Connections concert is Saturday, March 29 at 3:30 p.m. Tickets are $22, but $10 student rush tickets are available at the door beginning one hour prior to performance. For more information, call 755-5799. SRO AT THE THEATRE DISTRICT. Mario Lescot had an idea audiences would like his production of "Cabaret" that closes this weekend at The Theatre District in Costa Mesa, but he wasn't prepared for the overwhelmingly positive response. "Every night since we opened has been a sellout. I can't believe it," says a still shocked Lescot. "I didn't expect it to be received this well. We had never done a musical, and I thought maybe our audience came only to see straight plays. It's a piece I really loved, but the success justified those moments where I have defended Orange County audiences to other people, particularly the very liberal press. I'really love Orange County the- ater, and the response proved to me that other people do too." Lescot has talked with the Irvine Barclay about pos- sibly taking the show there in July to accommodate the hundreds of people that were unable to get tickets for the current run. There has also been talk about re -stag- ing "Cabaret" at The Curtis Theatre in Brea or the Forum Theatre in Laguna Beach, but Lescot isn't picky. "I just want to keep the momentum of the show going," says Lescot. "We may be able to do two nights at the Barclay, where you are never further than 60 feet from the stage. All the actors want to do it again." Of course, that would come after The Theatre District's next production, the psychological drama "Lilies of the Field," which opens in early May. For more information on upcoming Theatre District shows, call 435-4043. see page 12 for local stage listings covering your community page 12 calendaLofevets NOW - MAY • "Orange County, Etc.;' featuring oils, portraits and landscapes by local artist Jack Cannon, and "Colors & Images Pleasing to the Eye," expressive and vibrant oils and acrylics by Peter Davidson, will be on display in the Newport Beach City Hall Gallery, 3300 Newport Blvd. Viewing hours: 9 a.m. - 5 p.m., Monday - Friday. Information: 717-3870. MARCH 1 - 28 • "The Luscious Garden: Newport's Answer to the Marine Layer," a watercolor exhibit by Carole Callahan, starts in the foyer of the Newport Beach Central Library, 1000 Avocado Ave. Viewing is from 9 a.m. - 9 p.m., Monday - Thursday; 9 a.m. - 6 p.m., Friday and Saturday; and noon to 5 p.m. on Sunday. A resident of Promontory Point, Callahan is a watercolor and oil painter whose work in miniatures earned her several awards. Her paintings have been exhibited in Britain's Royal Miniature Society, London's World Exhibition, the Chrysler Museum, Hermitage Foundation Museum and Virginia's Maritime Historical Museum. MARCH 27 • "Rock Painting for Adults" is the title of a new, two - week class that meets in the Vincent Jorgensen Community Center in Mariners Park, from 6 - 9 p.m. on Thursdays. Registration: $45. Students will learn to paint on rocks for personal joy and to create gifts for many occasions. Rocks and paints will be provided. Students are asked to bring their own round paint brushes (#3, #1 and #3). To register by automated phone for class #5015.201, call 644-3153. Information: 644-3151. MARCH 29 • The Easter Bunny's 14th annual visit to Eastbluff Park is expected on Saturday, March 29. An Easter Egg hunt is planned for children from age two through 10, beginning at the following times: 10 a.m., two years and under; 10:10 a.m., three -and four-year olds; 10:20 a.m., five and six year -olds; 10:30 a.m., seven and eight year -olds and 10:40 a.m., nine and 10 year -olds. Following the event there will be a Spring Sidewalk Sale, face painting, pictures with the Easter Bunny and children's entertainment at Eastbluff Village Center. The park and shopping center are at the corner of Vista del Oro and Vista del Sol in Newport Beach. Information: 644-3151. MARCH 31 • Novelist Gordon McAlpine will be featured at the next "Manuscripts: Literary Lecture Series" at 7 p.m. in newport news the Friends' Meeting Room of the Newport Beach Central Library. Jim Wood, editor of Coast Magazine, will moderate the evening. McAlpine, author of "Joy in Mudville" and "The Persistence of Memory" will speak about and read from these works as well as his novel - in -progress. A graduate of UC Irvine's celebrated MFA Program in Writing, he is currently Senior Lecturer in Creative Writing in the MFA Program at Chapman University. Donation to attend: $5 for Foundation mem- bers and $8 for non-members. Pre -registration is not required. Information: 717-3890. MARCH 31 - APRIL 4 • Children from age four through 16 can sign up for Spring Break Icebreaker Swim Lessons, between 11 a.m. and 2 p.m. during spring recess. Lessons are 30 minutes long and held at Newport Harbor High School. Registration: $25 for group lessons and $95 for private lessons. To register, call 644-3156. APRIL 5 • Parents or guardians of infants, toddlers or preschoolers are invited to register for "Play on Saturdays," a new, eight -week program that meets on Saturdays at the Bonita Creek Community Center, beginning today. Registration: $37 for the infant class and $46 for transitional, toddler and preschooler class- es. All age -group classes in the program are designed to encourage independence, confidence and self expres- sion through the creative use of materials, movement and language. Information: 644-3151. APRIL 6 • Those who like to travel without leaving home can journey to "The Land Beyond the Clouds" at a free slide program at 7 p.m. in the Friends' Meeting Room of the Newport Beach Central Library, 1000 Avocado Ave. Presented by Newport Beach resident, Paula Kruse, the program features a tour of the cities, coun- tryside and markets of southwest China and Tibet. Information: 717-3801. APRIL 7 • "Putting on a Passover Seder" is the title of a new, one -evening workshop that will meet from 7 -10 p.m. in the Oasis Center kitchen, 800 Marguerite Ave. in Corona del Mar. Registration: $30. Pre -registration is necessary. Students will prepare healthy Passover recipes, including matzo ball soup, charoset, sweet and march 27 - a - ril 2 1997 sour mandarin salad, chicken in wine sauce, matzo kugel, honey -herbed rolls and chocolate -almond mat- zos. To register by automated phone for class #5325.201 call 644-3153. APRIL 8 • Learn to find a job on the internet at two free pro- grams in the Friends' Meeting Room of the Newport Beach Central Library, 1000 Avocado Ave. Programs are planned for 6:45 - 8:45 p.m. on Tuesday, April 8 and from 2 - 4 p.m., Saturday, April 12. Pre -registration is not required. Topics will include how to get online, online businesses, online job seach strategies, the elec- tronic resume, Internet resume banks and Internet job boards. Information: 717-3801. • Children from age six through 11 are invited to get in shape while having fun in "Kool Kidz Water Fitness." The new, eight -week class will meet at Newport Dunes Hotel, from 3:30 - 4:15 p.m. on Tuesdays beginning today. Registration: $40. Pre -regis- tration is necessary. Students must be water safe; the class is not intended to teach swimming. To register by automated phone for class #6059.201, call 644-3153. Information: 644-3151. APRIL 10 • Adults interested in exploring their creative potential and overcoming creative blocks can sign up for "The Artist's Way," a six -week discussion group -based on Julia Cameron's "The Artist's Way." The new class will meet at the Oasis Center, 800 Marguerite Ave. in Corona del Mar from 7 - 8:30 p.m. on Thursdays begin- ning today. Registration: $58. Preregistration is required. Information: 644-3151. • Children from age six through 12 are invited to cre- ate art that moves and wearable art they can use in "Art After School, The 'M' Projects." The new, four - week class meets at the Orange County Museum of Art, 850 San Clemente Drive, from 3:30 - 5 p.m. on Thursdays beginning today. Registration: $45. Pre -regis- tration is necessary. Information: 644-3153: • Professional women can learn to maximize opportu- nity when dealing with clients, employees and acquain- tances at "Image Consulting for the Professional Woman," a free image improvement seminar at 7 p.m. in the Friends' Meeting Room of the Newport Beach Central Library, 1000 Avocado Ave.Presented by Michelle Withrow, the program covers the psychology of first impressions and color, career make-up applica- tion, figure analysis and clothing personalities. There will be a core -wardrobe demonstration and brief makeover on an audience participant. Information: 717-3801. local stage listings ▪ Orange Coast College: "Two Short Albees," April 4 - 6 & 11 -13. Two one -act plays by Edward Albee, presented by the OCC }repertory Company in the Drama Lab Studio. Infor ation: 432-5880. ■ "Cafe Noir," Mystery Cafe at the Mezzanine Restaurant in,irvine, ongoing Fridayand Saturday evenings A comic Murdecmystery (think "Casablanca" with one liners)1where'the'play happens all around yob' as you dine, Thformatiom 631-CLUE. I[ The Performing Arts Center in Costa - Mesa: The Pacific Symphony Orchestra performs Wagner's "The Ring," March 27 & 29. Mark Morris Dance Group, April, 3-'6..Inforsnation: 556-ARTS: • South Coast Repertory in Costa Mesa:.. "Death of a Salesman," hailed as the greatest American play;March 28 through May 11 on the-Mainstage. The world premiere of Richard Greenberg $-`-'Three Days of, 'Rain" plays through April 6-on the Second Stage. - Information:9574033. - - II "Joined at the Head, The Laguna Playhouse, through March 30, Fascinating, well -acted dramatic comedy about an unusual friendship between a writer, an ex -boy friend aitd his wife. Information: 497-ARTS. - I -Cabaret," The Theatre District, through March29. A stunning production of the Tony award wmnirig musrcaL.Information: 435-4043: �'; Iryige Bart lay Theatre: Ray Davies iri con- cerf;April 1. Information`. 8544646. covering your community march 27 - april 2, 1997 hoag hosts cancer prevention programs WHAT: Hoag Hospital is presenting a month -long pro- gram featuring the latest information on taking action against cancer. WHERE: Hoag Cancer Center, Newport Beach - Hoag Health Center -Costa Mesa Hoag Health Center- Irvine Hoag Health Center -Huntington Beach Hoag Health Center -Fountain Valley WHEN: • Cancer 1997: The Real Estate Facts, Wednesday, April 2 at 7 p.m. Hoag Health Center - Irvine, 4870 Barranca Pkwy. Hoag Cancer Center Medical Director Robert O. Dillman, M.D. highlights the problems, progress and promise in can- cer treatment. • Skin Cancer and You, Wednesday, April 9 at 7 p.m. Hoag Health Center - Fountain Valley, 18255 Brookhurst Blvd. Hoag Hospital dermatologist Nancy Silverberg, M.D. will discuss up-to-date information on the prevention and detection of skin cancer. • Prostate_ Cancer and You, Wednesday, April 16 at 7 p.m. Hoag Health Center - Costa Mesa, 1190 Baker St. Richard E. Holevas, M.D. Hoag Hospital urologist, provides the latest information on risk, detection and treatment of prostate cancer. • Cancer 1997: The Real Facts, Wednesday, April 23 at 7 p.m. Hoag Health Center - Huntington Beach, 19582 Beach Blvd. • The Tobacco Industry and the Lung Cancer Epidemic, Thursday April 24 at 7 p.m.; Hoag Cancer Center, One Hoag Drive, Building 41, Newport Beach. Smoking is the most preventable cause of death in the United States today. David Burns, MD, professor of medi- cine at the University of California, San Diego, will explore the role of the tobacco industry and our present-day lung cancer epidemic. • Hormone Replacement Therapy After Breast Cancer, Wednesday April 30 at 7 p.m. Hoag Cancer Center, One Hoag Drive, Building 41, Newport Beach Join Katherine Y. Look, M.D. associate professor of obstetrics and gynecology, Indiana University School of Medicine, as she discusses hormone replacement therapy after breast can- cer, celebrity speech Prominen Olym All are invited ty athletes and t 7p.m information: 717 3$0`. t sportsattorney Leigh Steinberg will bo tie featured speaker at "Connect at the Central Library," an open house, April 16 from 6:30 - 9:30 p.m. at the Newport Beach Central Library: As the real life inspiration for the movie "Jerry Maguire," Steinberg is the agent behind record - setting contracts for an array of NFL quarterbacks and other athletes, including Troy Aikman and pic gymnast Kerri Strug. sited t6 his presentation about celebri- he world of, professional sports, at newport news page 13 ensign intermediate school Tolerance Week Celebrated Ensign's nationally recognized Ambassador Program, dedicated to promoting tolerance and teaching understanding, spent the week of March 17th-21 st celebrating cultures of the world. The program was presented by student ambassadors, together with the Parent Multicultural Advisory Committee and the Ethnic Forum. The week-long celebration was called "Gateway to Understanding." On Monday, a celebration began in the spirit of the Irish. A Saint Patrick's Day festivity fea- tured Irish soda bread, green lemonade, and shamrock cookies. There was a dress up contest, a people search, a shamrock search, a hot potato contest, and a find -the -matching -leprechaun -shoe game. Ensign presented an African adventure on Tuesday, with couscous and rooibus tea, strategy games like Mancala, crafts featuring Wodaabe wooden bead necklaces, murals of Africa, and tra- ditional African fabrics. Over 500 students partici- pated in the activities while listening to the Voices of Africa on the sound system. "The Critic Sees," a series of lectures by distinguished art critics. Each Wednesday evening lecture takes place in the Lyon Auditorium, Museum Education Center,: of the Orange County Museum of Art in Newport, Beach at 7 p.m. APRIL 23 Peter Fran the Scene." Admission for each lecture is $5 for OCMA members, students and seniors; non-members pay 37. Seating is limited; reservations must be made with the Museum's Education. Department at (714) 759 1122, ext. 204. The -Newport Beach CttyCouncil is:seeking applicants. to fill the unscheduled vacancy -an the Parks, _Beaches,: and'Recreaation Commission" created:as a result* the resigriationof:Kenneth. Bonner whose terlh expires on fune 30,1998. The Parks, Beaches and Recreation Commission meets on, the first Tuesday of -each mont : at 7 p.m.in the City Council - Chambers, 3300 1 - Newport Blvd. Applicants must be residents o the City and will serve until the expiration of the current unex- pired term, June 30;1998. The application form and °information, about Wednesday was given to a celebration of Asian culture. Students dressed in traditional clothing from China, Laos, Thailand, Cambodia, Vietnam, Malaysia, Singapore, Brunei, Indonesia, Philippines, Japan, North and South Korea. Students crafted Origami and wrote their names in Japanese. On Thursday, a celebration of the Latino cul- ture featured a Latin carnival theme with stu- dents dressed in tropical attire. Students offered dance lessons, crafted paper flowers and decorat- ed fruit baskets, flowers and flags. Chips and salsa were served. Gateway week concluded on Friday with a celebration of the Persian culture. "A belly dancer was the feature presentation, as students donned Middle Eastern clothing and feasted on traditional Persian cuisine. All in all, the week was a big success. Over 900 students participated at any given time. To enter the festivities, which were held in the gym during an extended lunch period, students must have obtained a passport which was "distrib- uted by the student Ambassadors who hosted the event. -Submitted by Allan Mucerino, Ensign Intermediate School Principal :Sari, mailed -or faxed (644-3039 to the City Cletk_'s ' :office by the deadline.)" Completed -applications mill be received uoe. "later than Ip:m., Friday, April4.'Fnforinationt ` 644-3006. ' - The Newport Beach City Council is seeking applicants to fill positions on various -citizens'- ry advisocommittees. Vacancies occur - throughout the year - therefore appointments - may be made at any time from the applicants:nn: file. Applicants must be residents of the City. Members of the Bicycle Trails, Environmental Quality Affairs and Harbor Quality citizens' - the position can beobtained.either"o peraon.at advisory-conimittees serve one-year teiins-wlricli, the City Clerk's office or by calling644-3006'and eicpire on -December 31 of each year,; requesting that the apphcationeither beinailed 'or faxed; The application can be,returnecisst per . -"office, Information: 644-3006 Applications are available at the City Clerks - - covering your community Page 14 CLASSIFIED ADVERTISING march 27 - april 2, 1997 newport news I Rentals • Business Opportunities • Help Wanted • Services • Personals • Real Estate FAX YOUR CLASSIFIEDS TO MARK: (714) 723-6984 i Index 10 Animals 15 Antiques 20 Boats 30 Business Opportunity 40 Cars 50 Commercial Property 55 Computer/Office Equipment 60 Cycles 70 Docks 80 4x 4's 90 Financing 100 Furniture/Appliances 110 Free 120 Garage For Rent 130 Garage sales 140 Help Wanted 150 Houses 160 Lots 170 Lost and Found 180 Miscellaneous 190 Miscellaneous Services 200 Mobile Homes 210 Motor Homes 215 Musical Instruments 220 Personals 230 Positions Wanted 240 Professional 250 Real Estate Trade - 260 Real Estate Wanted 270 Rent 280 Rent Commercial 290 Rent/Share 300 Sale/Trade 310 Trust Deeds 320 Trucks 325 Vacation Rentals 330 Want to Buy Deadline: Tuesday 12 p.m. for Thursday publication. Office hours Monday - Friday, 9:30 a.m. - 5 p.m., 20 BOATS Powerboat 17 ft. Boston Whaler, Newport. 100 horse power mercury, many options, excellent con- dition. $10,750 (805) 964-7005 30 BUSINESS OPPORTUNITY Stay at home and earn. Expanding to O.C. Rated in Inc. 500 as best run company five years in a row. No investment or product selling. (714) 754-5990 40 CARS Immaculate condition. 1996 BMW Z-3, 4 cylinder, 5 speed, silver/black, leather, cd. alarm, Lo-lack, chrome wheels, only 1290 miles. $28,995. (714)443-0307 Corvette Convertible '93 40th anniversary edition. 10K miles. Manual-6. Mint extras. $30,000/bo (619) 291-4884 55 COMPUTERS Macintosh "Classic" Computer for sale. Great for student papers. Works well. Accepting offers. Please call (714) 673-8126. 90 FINANCING Available Income Properties Construction Commercial first and second mortgage. Call Thomas at 668-1650 140 HELP WANTED CHILD CARE Loving childcare provider needed 25730 hours per week in your home for 3 1/2 year old boy. Please call (714) 719-0518 180 MISCELLANEOUS Beautiful Living Topiaries • Corporate Gifts • Home Parties • Boutique Showings • Event rentals Table top to 6 foot varieties. Call TOPIARIES! at 640-7843 190 MISCELLANEOUS SERVICES Weddings Performed by Ordained Minister Call John (714) 724-8835 or pager (714) 737-9132 Classified .First 15 words are $9.00; Seventy cents each additional: word. Run ad three — get fourth' week free. index# Start Date:- 1. 2. 6. _weeks • eeks 10. 11. 12. 13, 14. _ 15. Name: Phone: : Check # Enclosed: Vtsa&MC#: Expiration Date: Signature FAX YOUR CLASSIFIEDS TO MARK: (714) 72345984 OR Mail to: Newport News, P.O. Box 2929, Newport Beach, Ca. 92659 Bring to: Newport News, 3345 Newport Blvd., Suite 202, Newport Beach:' EAT WELL & LOOK GREAT ... EVEN WHEN YOU TRAVEL Experienced Chef/Certified Personal Trainer available now & willing to travel. Mark 818-793-0214 or 714-810-34,79 ' Painting and Plastering. Interior/Exterior. Texturing and repairs. Free Estimates. Luna Bros. Painting & Plastering. Ask for Al (310) 691-2527 230 POSITIONS WANTED Artist Representative wanted to manage and sell art work - paintings, oil pastels, Call !voila (714) 759-0885 LVN - Licensed Nurse w/ exp. seeking long term private duty work w/ elderly or disabled person. Call Alva (909) 593-1002 or (909) 445-2722 Experienced Newport Beach Mom can babysit your child Mon. - Thurs. Solid References. Call Marie 722-7273 House Sitter Professional with excellent local refs seeks house sitting (pets ok) situation Feb., March, April. Francesca. Message 714 497-0833. Sculptor Portraits, Commissions, Statue Repair. Call Terry 714-557-7537 270 RENT Salon Station Hair by Ms. Cheryl Sweet of Newport. $75 per week, by appointment only. (714) 675-8947 300 SALE/TRADE Small Refrigerator. Works great. Only $50.00 Call (714) 719-0518 Old Upright Piano - sounds good, needs paint. Call 673-1369 Please leave message Upscale Children's Consignment • Clothing-Newbom to Preteen • Large Selection of Maternity • Toys — Books • Furniture & Accessories 714-640-8889 2527 Eastbluff Drive (at Vista del Sol) Newport Beach (East Bluff Center) No Appointment Necessary HOURS- Mon S Sat 12-5 • Tue-Fri, 10.5 En lueed Play Area with TV 8 VCR Available Whde You Shop 1 yin 1 covering you community Ca Sena Cylahl, Serving Breakfast Lunch and Tea in an Elegant Victorian Atmosphere. Fresh Scones Daily Gifts & Antiques Private Parties, Bridal and Baby Showers 3441 Via Lido, Suite A Newport Beach, Ca 92663 (714) 673-3717 Fax 673-3704 march 27 - april 2, 1997 west newport beach newport burger 6800 w. coast hwy. bal-port liquor 4521 w. coast hwy. arches restaurant 3334 w. coast hwy mariners library 2005 dover north newport beach diedrich coffee 3601 jamboree rd. campus square building 3900 quail mcdonalds 2290 s.e. bristol st. aaa automobile club 3880 birch redstone plaza 1200 dove st. 3601 spruce st. (between quail,& bristol)" AUTO SERVICE ;Angel's Auto Service. We repair everything — except transmissions. Foreign and domestic. Friendly mechanic. 20 yrs experience. Costa Mesa. Call Ali. (714) 642-5528. CHILD CARE English speaking loving affordable nannies Exp'd. Mature/CPR Ms. Poppins (714) 833-9171 CHIROPRACTIC IS YOUR BACK OUT? Chiropractic specializes in Sports Health & Nutrition. (714) 474-2188. Free Chiropractic Spinal Exam & Treatments (714) 650-2273 CLEANING Professional Housecleaning by Lucy. Ref's 10 yrs exp. Lowest Rates in Town! (714) 646-4670 newport news pick up the paper near these street locations: park macarthur 3901 macarthur blvd. newport harbor chamber of commerce 1470 jamboree rd. one newport place 1301 dove st. 3636 birch st. (off bris- tol) newport car wash 3737 birch st. 3857 birch st. (cornet of birch st. and corinthian way) beacon bay auto wash 4200 birch st. 4300 block of birch st.(at corinthian way) sheraton hotel entrance 4300 birch st. park newport market & cafe 3 park newport pacific coffee house 1000 n. bristot coco's 801 dove st. (bristot) geezer's garlic grille 4200 scott dr. university athletic club 1701 quail carrillo karate school 3928 campus dr. south newport beach car spa 1200 w. coast hwy. manhattan bagels 2700 coast hwy. mcdonalds 700 w. coast hwy. entrance to bayside village 300 e. coast hwy newport beach central library 1000 avocado ave. balboa island balboa island coffee co. 322 marine ave. wilma's-patio 225 marine ave. balboa island realty 201 marine ave. island entertainment 301 marine ave. balboa island ceramics 302 marine ave. balboa peninsula alta coffee house 506 31 st st balboa bike rentals 279 palm balboa library newport blvd. & 8th st. lido book shop 3424 via oporto city hall 3-300 newport blvd. earl's jr. 31-01 newport blvd. via lido drugs 3445 via lido (next to pavilions) newport pier 106 mcfadden ave. (inside rack enclosure) the crab cooker 2200 newport blvd. britta's cafe 205 main st. rendevous vacation rentals 500 e. ocean front mutt lynchs 2300 w. ocean front california beach rock n sushi 3355 via lido corona del mar chamber of commerce 2843 e. coast hwy. gelato classico 2756 e. coast hwy. BUSINESS SERVICES DIREC ■ ORY Window Cleaning • Average 1 story-$35 • 2 story-$45 House Cleaning Spring Cleaning & Reg. Svc. Mini -blinds, Carpet & Floor MC/AE AJ's (714) 666-2500 I DO WINDOWS Dave's Window Cleaning •carpet cleaning •screen repair Free Est. (714) 729-7079 COMPUTERS Advertise on The Internet Reach Millions! Get $300 Home page Free Call: (714) 364-5031 Computer support for small businesses. Software (inc. Win. '95) & Hardware. 15 years in local area. Quick response. Low rates. (310) 519-3329. CREDIT CARD SERVICE Credit card service to your customers. Home -based Businesses. Business on the Internet Retail. Mail Order. (714) 261-8377 ext. 207 GOLF LESSONS Specialize in fun and effective instruction. Take with friends; up to three people same flat rate, $60 per hour. Series rates also avail- able. Eight years of experience. Call Tim; PGA,(714)548-0569 HANDY PERSON Quinn's Painting 32 years of experience. Specialize in Residential, Commercial, Apartments. Guaranteed quality. No Job is too small. Call Jim 646-8094. "A to Z" HANDYMAN INSTALL/REFACE Cabinets, Kitchens, Baths, Doors,Windows. Doug. (714) 546 7258 HEALTH/NUTRITION Experienced Chef/ Certified Personal Trainer available now & will- ing to travel. Mark 818-793-0214 or 714-810-3479 HOME IMPROVEMENTS Termite and dryrot dam- age and repair. Decks, patios, roofs, interior, exterior painting and all other services. All work guaranteed. Call Davenport Construction for _ free estimate. (714) 642-3653 HOUSE SITTER Quiet,responsible gradu- ate student. Great with pets and gardens. Excellent references. Please call Mike Visa, MC (714) 672-7067 REMODELS Carpentry, Plumbing, Paint, Electricity,Tile, Stucco, & Roofing. Call MORGAN (714) 650-3261 Mobile: (714) 403-5335 QUALITY * CARE PAINTING 20 yrs. Experience Xint workmanship Fair $'s. Call RON (714) 645-2417 Newport Beach Building Contractor 47 yrs. Design to Finish. C.L. Kirchner. (714) 723-5090. (714) 642-7003 •Wood Fences• Replace/Repair Low $ Free haulings/est. Licensed Advantage Construction (714) 974-5301 DON'T CALL US If you just want the low bid. Fine workmanship and enduring quality since '75 Leffler Quality Painting (714) 751-9-103 Home Repair/Remodel Costa Mesa/Newport 25 years experience Jim (714) 631-2460 Grab your coffee & the Newport News classifieds page 15 golden spoon 2445 e. coast hwy. the bagel cafe/starbucks coffee 2801 e. coast hwy. corona del mar post office 406 e. orchid zwebers pharmacy 3301 e. coast hwy. korker liquor 2229 e. coast hwy. coco's 3346 e. coast hwy. the health emporium 3347 e. coast hwy. ornelas beverage company 3537 e. coast hwy. INTERIOR DESIGN pain du monde cafe 3636 e. coast hwy. gallo's deli 3900 e. coast hwy. corona del mar laundromat 3711 e. coast hwy. Featuring unique Southwest furnishings, apparel, accessories, Native American jewelry Stop by our store. (714) 645-9006. MORTGAGE MLS Mortgage Loan Specialists. A mortgage Corporation Located in the heart of CDM. No Points, No Closing Costs. For a free loan consultation contact Robert Forbes Painter (714)741-8505 (714)673-4664 SIGNS We Do Signs. Ladder & Crane Trucks 55', 85', 110'. Pole signs -channel letters. Lexan & Plex faces. Full warranty. Repairs. Since 1987. Call Todd. (714) 646-0226 TUTORING SPANISH/ENGLISH bilingual teacher , private classes - home or office 644-8487 , VOICE LESSONS By Max Seiler Grad. Berkeley School of Music; M.M. Prof. Experience in Pop, County, Jazz & Musical Theater with the likes of Ella Fitzgerald, Julio Iglesias, Rod Stewart, Etc.: For Free Consultation Call: (714) 667-2835 WEDDING SERVICES Weddings Performed by - Ordained Minister ` Call John (714) 724-8835" or pager (714) 737-9132; Wedding and Engagement Announcements. We publish them for your friends and commu nity to read. Call for details 723-5440. covering your community psaae 16 newport news march 27 - april 2, 1997 375% APY* • Monthly Pay - Callable CD Issued by LaSalle National Bank FDIC Insured 15 Year Final Maturity - 4/10/12 Non -Callable for 2 Years Callable at 100 The CD may be called at the bank's option on the second anniversary date or semi-annually thereafter until maturity. • The Annual Percentage yield (APY) represents the interest earned through each eligible call date based on simple interest calculations, an investment price of 100 and are accurate as of March 24, 1997. The minimum balance required to open a CD and obtain the A.P.Y. is $10,000. Funds may not be withdrawn until the maturity date or redemption date. However, the CD is redeemable at par upon death of holder. Step Up Your Income. 15 Year Callable Multi -Step Certificate of Deposit Issued by LaSalle National Bank COUPON A.P.Y. Year 1: Year 2: Year 3: Year 4: Year 5: Year 6: Year 7: Year 8: Year 9: Year 10: Year 11: Year 12: Year 13: Year 14: Year 15: 7.25% 7.25% 7.30% 7.40% 7.50% 7.60% 7.75% 8.00% 8.25% 8.50% 8.75% 9.00% 9.50% 10.00% 11.00% 7.25% 7.25% 7.267% 7.30% 7.40% 7.383% 7.436% 7.506% 7.589% 7.680% 7.777% 7.879°/, 7.004% 8.146% 8.337% Finance 500, Inc. 19762 MacArthur Blvd. • Suite 200 Irvine • CA • 92612 FDIC Insured Non -Callable for 2 Years 100.00 Final maturity - 4/07/12 Your interest rate increases every 12 months, after the non -callable period, assum ing the CD is not redeemed by the bank. The CD may be called at the bank's option on the second anniversary date or on each subsequent interest payment date unit) maturity. Please refer to the table for interest rate and A.P Y. • The A.P.Y.s represent the interest earned through each eligible call date based on simple interest dalculations and are accurate as of March 24, 1997. The minimum balance required to open a CD and obtain the A.P.Y. is $10,000. Funds may not be withdrawn until the maturity date or redemption date. However, the CD is redeemable at par upon death of holder. For Complete Details Call Chris Dobson 714.253.3431 Member njNASD and SIPC covering your community thursday, october 3, 1996/ vol. 1 no. 17 covering your community Hoag Hospital to add building EXPANSION: 80,000 sq. ft. building for support services to be built by Rick Riggs contributing writer Additional building plans for Hoag's lower campus were unveiled at a meet- ing of the West Newport Beach Association Wednesday, Sept. 25 at City Hall. Speaking before a crowd of approxi- mately 20 west Newport residents, Peter Foulke, Hoag Hospital's executive vice president, told of the plans for an 80,000 square foot administration building to be located along Pacific Coast Highway between Newport Boulevard and Superior Avenue. The primary reason cited for the con- struction of the new building was the current lack of a central site housing Hoag's support services. Many of the ser- vices are currently spread out around the local area, away from the Hoag campus, and are housed in expensive leased med- ical offices. "You pay a lot more for a leased medical office than you do for a normal business office. This is really a cost sav- ing move," said Foulke. "This building will not have to be built to hospital stan- dards, which is incredibly expensive. This building will go up for somewhere around $100 per square foot." "The new building will be built where the parking lot is currently located below the Cancer Center," explained Foulke. "The grading you see out there right now is for seismic purposes. The city wanted us to take a look at that bluff to see if there are any active faults in there." The new building will be used for support services, business -type services according to Foulke. These services will include accounting, fund development, purchasing, and computer operations. In addition, all of the hospital's telephone switch gear will be housed in the new facility. Ground breaking for the new build- ing is expected to take place in February 1997. Building completion is scheduled for June of 1998. In addition to the current grading of the bluff to check for faults, there will be see 'Hoag' page 3 School district goes 'Farther into debt for the good of the community SCHOOL BOARD: Consensus reached to keep kindergarten classes intact despite costs by Rick Riggs contributing writer Despite the costs to the district, parents of Newport -Mesa students got what they wanted. At a special Oct. 1 meeting the Board of Education reached a consensus to keep three kindergarten classes intact at Adams, Kaiser Primary, and Mariners elementary schools. District administrators planned to cut these classes because of an unexpected shortfall in the number of students enrolled in kindergarten this school year. "I hope those parents here tonight understand that we are inn taking the district farther into debt for the good of the com- munity," said Board member Martha Fluor. "I hope the same parents urging this action here tonight will be with us next year when very difficult budget decisions must be made." The administrators' plan to cut kindergarten classes came to light at the Sept. 24 School Board meeting. At that time Board members, sensing unfairness and a lack of equity between Costa Mesa and Newport Beach schools, temporarily halted the plan until the special Oct. 1 study session. Kindergarten parents showed up in force for Tuesday's special session hoping to derail the district's plan. "Kindergarten students are the least able to adjust to change in there routine," said Keith McCullough, parent of a Mariners student. "Fiscal problems cannot be solved on the backs of 5 year olds." Laurie Walker, whose child attends Kaiser Primary, pre - see 'kindergarten' page 3 page 2 newport news "Quality childcare in a neiyhborl+ood fettihy" cean ree e Ckitdren'f Center • Located in a quiet residential setting • Home cooked, warm meals served family style • Starts from 2 years old • Toilet training • Low Student/Teacher ratios • Computer Instruction, Dance & Gymnastics Classes Available Steven Brown, owner/adminstrator Lic. #300603944 190 E. 15th Street, Costa Mesa 548-2550 Duffy Boat Ren c-" Wert 'Bay Enjoy your own private cruise. You're the Captain! 5 different models available. ADVENTURE '•` ROMANCE FAMOUS HOMES w HISTORICAL SITES MARINE LIFE RESTAURANTS FREE BOAT' FREE Receive I hour boat rental FREE when a second consecutive full paid hour is rented with this Boarding Pass. Not Valid with any other offers or specials. EXP. 10/ 15/96 TftetU[tiixnte Newfort Bay Tx/trance 2001 W. Coast Hwy., Newport Beach 714.645.6427 dancegear rsw®r ec.o. •ATRIUM COURT •FASHION ISLAND •NEWPORT BEACH • (714)644-9033 october 3, 1996 Champagne Fashions at a beer -budget price! Consignment Boutique • Easy private drop off • Free appraisal by Fashion Consultant • Part of proceeds go to charity of your choice 2525 Eastbluff Village Center Newport Beach At Eastbluff Drive & Vista Del Sol By appointment only Please call 720.1555 BEEF JERKY • 96% FAT FREE •PROTEIN SNACKS •TENDER •NO PRESERVATIVES •NO MSG •GIFT BOX AVAILABLE $1.00 OFF PURCHASE OF AT LEAST $10.00 $2.00 OFF PURCHASE OF AT LEAST $20.00 $3.00 PURCHASE OFFF AT LEAST $30.00 Offer Expires 10/31/96 At the following Certified Farmer's Markets: NEWPORT BEACH TUESDAYS 9 A.M.-1 P.M. McFadden Parking Lot CORONA DEL MAR SATURDAYS 9 A.M-1 P.M. PCH at Marguerite DANA POINT WEDNESDAYS 3 P.M.-7 P.M. Dana Point Plaza ANAHEIM THURSDAYS 9 A.M.-1 P.M. West Harbor Plaza FULLERTON THURSDAYS 4 P.M.- 8 P.M. Harbor at Wilshire HUNTINGTON BEACH FRIDAY 2 P.M: 6 P.M. J% E T \R 909-517-6480 " SMART" ? Our unique "Id smart" program will help protect your child by teaching - • The 911 System Stranger Danger • Drug Prevention t Gang Avoidance * Self -Defense ENROLL HOW AK) YOU WILL RECEIVE ALL THIS PWS A COMPLETE MARTIAL ARTS UNIFORM FOR Plus hieby boneQfour prigs isdiameter dedp- melt !SIN ILIA self Seem, respect cadence, arid inner 5hergNra551rirlga WI dilOwheApt poly Mows sdf dtfease but has the right alude, Getting started i 5 goy, 0eo110 no,kidenK ;�93eod#tieatedanei� 'RroveA'SCIfdentisite iqued r A f bla SVAhehtterf ' Carrillo Karate School "The complex" 3928 Campus Di. Newport Beach, CA 92660 (714)6449670 october 3, 1996 'Hoag' continued from page 1 additional grading to allow for the creation of a view park along the bluff's upper edge in front of the bluff -top condomini- ums. "We're grading the land for the park and we will be dedicating it over to the city," Foulke explained. "The city has two years to build the park after the land has been dedicated. It [the park] should hap- pen in a year or two." Questions from local residents cen- tered on how the new construction would affect the continuous flame which burns off excess natural gas seeping from beneath the Hoag property. According to Foulke, the possibilities for the flame include: leaving the flame in approximately the same place and stabiliz- ing it; moving the flame to the Superior Avenue end of the lower campus; or pip- ing the gas down to the sanitation district closeto the Newport/Huntington border for scrubbing, cleansing and treatment. "We are working with the city and CalTrans," said Foulke. "CalTrans is involded because the gas pockets come close to the surface right under the Coast 'kindergarten' continued from page 1 sented the Board with a letter signed by 55 Kaiser parents expressing their concern for the possible closure of a kindergarten class at Kaiser. "The 1996-97 kindergarten class is already being shortchanged aca- demically," the letter stated. "Not only were they forced into a stacking situation, but they are - receiving the min- imum number of minutes required by law. These stu- dents deserve more than the minimum." "It's not a great year for them to be kinder- gartners," said Walker About 230 fewer kindergarten students "Kindergarten students are the least able to adjust to change in there routine. Fiscal problems cannot be solved on the backs of 5 year olds." Keith McCullou parent of a Ma newport news Plans for a support services building on Hoag's lower campus. Highway where the intersection comes into the hospital." The only concern expressed by some area residents about the new building was the possibility of night noise and lighting. Foulke assured the audience that there will be no unusual or excessive noise coming from the new building and there will be than anticipated have enrolled in district elementary schools since September. Since the district is now paid by the state for each student enrolled, 230 fewer students means about $822,500 less in funding. School administrators sought to save money by cut- ting the three kindergarten classes and transfer the extra teachers to schools that are currently overcrowded. "Less enrollment means less money for us," said Superintendent Mac Bernd. "We end up paying for teachers we don't need." The existing students in those classes being eliminated would be distributed to gh, riners student minimal night lighting. No flood lighting is planned. - While Hoag's master plan for the lower campus calls for a continuation of building westward towards Superior Avenue, Foulke said "Nothing else is con- templated for the lower campus at this time, but the situation remains very fluid." other classes at the same school. Any new kindergarten students slated for Kaiser or Mariners would be accommodated at Harbor View. California and Victoria ele- mentary schools could accept any new kindergarten enrollees slated for Adams. During the meeting, approximately 15 parents were given the opportunity to speak before the Board on the issue of kindergarten class reductions. At various times throughout the debate, the audience grew restless and expressed their disap- proval of the administrators' plan with inaudible grumbling. At other times this disapproval grew louder and included anonymous heckling. Several times throughout the heated debate, Fluor had to quiet the crowd. Board member Edward H. Decker said this experience will prepare them for the following school term. "This is an aberration year; we go for- ward next year with better planning," Decker said. page 3 Letters Policy The Newport News welcomes all expressions of opinion and com- mentary in the form of letters to the editor. Letters should be type- set, double spaced and not exceed two hundred and fifty words in length. E-mail and MAC disks accepted. All letters must be signed and include a return address and daytime telephone number. Letters selected for print do not necessarily reflect the opin- ion of the publisher or others asso- ciated with the newspaper. Mail: Newport News, P.O. Box 2929, Newport Beach, Ca. 92659 Fax: 723-5493. E-mail: - newportnws @ aol.com newport news is published by beach cities communications, inc. managing editor: paul jacober editorial assistant: rick riggs city editor antonio a. prado balboa island breezes: peggy mercer inside newport: pat michaels performing arts: christopher trela contributors: steve mcdonald art director: tresa rowe advertising: catherine mcgee How to reach us for ideas, com- plaints, suggestions or approval: 723-5440; location: 3345 newport blvd., suite 201, newport beach, ca 92663; mail in: newport news, p.o. box 2929 newport beach, ca 92659 or newportnws@aol.com logo: todd friedman, miami, fl. copyright ©1996 copyright ©1996, beach cities communications, inc. All rights reserved. covering your community covering your community page 4 newport news october 3, 1996 SCHOOL BOARD AGENDA NEWS: By, Rick Riggs contributing writer In Adrian's Honor: The Tuesday Sept. 24 School Board meeting was adjourned in honor of Adrian Taufaasau, the quarterback for Coronado High Schoolis football team who died two days after being knocked unconscious in a game against Costa Mesa High School at Davidson Field. Dr. Douglas Harrington, a Newport Beach neuro- psychologist specializing in helping those who sustain traumatic brain injuries, volunteered his time to the school district in an effort to prevent future tragedies such as the death of football prayer Adrian Taufaasau. "The sudden death or major disability of a student from a sports related accident is the nightmare of every parent, coach, and fan," Harrington said to the Board. "Because I feel the need to educate coaches, athletes and families in ways to prevent traumatic brain injuries, I would be willing to come to your dis- trict [Newport -Mesa] and present a complimentary - program to coaches, trainers, school medical person- nel, students, teachers and parents about traumatic brain injury." Zero Tolerance: Steve Porter, a parent of two children currently enrolled in the Newport -Mesa school district, said he is speaking on behalf of those parents who disagree with the penalties for violating the district's zero tolerance policy towards alcohol, dritg"s; and weapons: -Porter feels that this group is being unfairly portrayed in the media as believing that the current policy is too harsh. "Let me dispel that idea right now," Porter said. "We simply believe that the current policy is inap- propriate as a penalty for misbehavior," Porter said. "In our opinion, the discipline for violating the zero tolerance policy should be swift, strict and educational for both students and parents." Porter outlined what he feels should be the penal- ty for violating the zero tolerance policy According to Porter, the penalties should include: immediate sus- pension for an appropriate number of days; work at the school the student attends; mandatory educational sessions; and random testing or searches. "I do not condone illegal acts by any student, especially my own children," said Porter. "But this program must be revamped to be more workable, mostly for the students it affects adversely through no fault of their own." Recognition: Laura Stinchfield, a third -grade teacher at Mariners Elementary School, was presented with a certificate of commendation as part of the 1996 Sallie Mae First Class Teacher Awards program. Former Mariners principal Bonnie Swan made the pre- sentation. "Laura charmed the community, loved the chil- dren and nurtured them, and added a new dimension to being a professional," said Swan. "Laura lets our entire profession hold our heads a little higher when we say: 'I touch the future ... I teach'." - Stinchfield thanked Superintendent Mac Bernd and the Board for recognizing her with this special honor. "I learned as a first -year teacher that you must wear many hats and I couldn't have worn my hats without Bonnie, without my mentor teachers, and without my parents ... thank you," she said. Library Automation: The Board voted 7-0 in favor of automating the elementary school libraries including standardizing hardware and software and providing access to the Internet. Over the Last several years, the school district has focused a great deal of energy on improving student achievement through such programs as Just Read. One of the benefits of this and other programs has been increased utilization of the elementary libraries by stu- dents. With more than 100,000 books currently in elemen- tary school libraries, Superintendent Mac Bernd said, "The automation program for elementary libraries is an excellent step and should be completed." Susan Despenas, director of elementary education echoed Bernd. "The automation increases efficiency and allows books to come in and out at a faster rate," Despenas said. The estimated cost to provide standardized soft- ware and hardware for 17 schools is $310,000. The esti- mated cost to catalog and barcode the elementary library collections is $60,000. Cutting Class: A new wrinkle has been added to the problem of students ditching class — MONEY. Truant students could cost the district big bucks because of its new funding method. Thatis causing school officials to take a second look at the districtis policy, or lack of it, towards truancy. As a result, the Board voted to ask school administrators to draft a dis- trict -wide policy on truancy. "Since we are now a revenue -limit school district, it behooves us to maybe attack truancy a little more aggressively," said Tom Jacobson director of secondary education. "Most of us feel there is a mild problem." The Board currently leaves the issue of truancy to the individual schools. But now that Newport -Mesa receives its funding from the state based on average daily attendance, money has been added to the equa- tion for combating truancy. "Do we need to send a new message?" asked Board member Wendy Leece - Jacobson said a district -wide formal policy would help the community focus on the issue. But, according to Board member Martha Fluor, "We need to address truancy to benefit the children because they need to be in school to learn, not because we don't want to lose the dollars." Fewer Kindergartners: School Board members temporarily halted a plan to juggle some Costa Mesa kindergarten students and teachers to dif- ferent classes and different schools because of unex- pected enrollment problems. About 230 fewer kindergartners than anticipated have registered throughout the Newport -Mesa school district. As a result, school administrators planned to reduce the number of kindergarten classes at some schools and bus some kindergartners to others. But, sensing unfairness and a lack of equity between Costa Mesa and Newport Beach schools, the Board put the administrators' plans on hold. - "If Lincoln and Harbor View can have lower class sizes, so can schools in Costa Mesa,"said Board mem- ber Ed Decker. Urging caution, Superintendent Mac Bernd said, "The longer we leave things the way they are, the more difficult it will be to make changes." Under the proposed plan, Adams, Kaiser and Mariners elementary schools would each lose a kindergarten class. Its students would be distributed to other classes at the school, thus increasing the stu- dent -teacher ratios. The schools currently have ratios of 23, 25, and 23 students per teacher respectively. For an update, see page 1 Acvertise your Halloween soecials in the \ewport \ews. OUR RATES ARE SO LOW ITS SCARY! Cal \ewport News Advertisinc at 723-5440 TASTE THE BEST! Pies, cakes and - much, much more! *DELICIOUS NON -FAT YOGURT *PREMIUM & LITE ICE CREAMS 'SMOOTHIES, SHAKES, WHEAT GRASS 2FOR1 BUY ONE YOGURT GET ONE FREE MAX VALUE $2.75 exp. 10•30•96 L J 1644 SAN MIGUEL, HARBOR VIEW CENTER (NEXT TO GELSON'S MARKET) 644-2600 covering your community october 3, 1996 compiled by Steve McDonald contributing writer ARRESTS Police arrested a San Clemente man, 30, on suspi- cion of giving false information to a police officer at the intersection of Pacific Coast Highway and Cameo Shores 10:30 a.m. Sept. 29. The suspect, a cook at a Laguna Niguel restaurant, drove a white 1989 Mercedes Benz. Bail was set at $500. Police arrested a Costa Mesa woman on suspicion of grand theft at the intersection of Pacific Coast Highway and Balboa at 10 a.m. Sept. 29. Bail for the suspect, a cashier, was set at $10,000. A 30-year-old Costa Mesa entrepreneur was arrest- ed on suspicion of battery Sept. 29 at 1:10 a.m. on the 2200 block of West Coast Highway. Bail was set at $500. A local man, 22, was arrested on suspicion of assault with a deadly weapon at 12:30 a.m. Sept. 29. Police took the suspect, a physical therapist at a Fountain Valley hospital, into custody on the 4800 block of River Avenue. Bail was set at $50,000. Police arrested a 31-year-old Huntington Beach stockbroker on suspicion of possessing cocaine at 28th Street and Balboa Boulevard at 4:34 p.m. Sept. 28. The suspect drove a 1985 blue BMW and bail was set at $10,000. An Arizona man, 38, was arrested on suspicion of public drunkenness and disorderly conduct at West Balboa and 22nd Street at 1:10 a.m. Sept. 28. Bail for the construction worker was set at $500. Police arrested a Wilmington man, 34, on suspicion of possessing more than one ounce of marijuana at 3-25 p.m. Sept. 27. The suspect was taken into custody at North Newport and Catalina. The man refused to newport news state his employer. His bail was set at $500. Police arrested a 24-year-old Long Beach man with a tattoo of mushrooms on his stomach on suspicion of possessing methamphetamines Sept. 27 at 5:25 p.m. on the 100 block of 24th Street. The suspect had bail set at 10,000 and drove a maroon 1989 Chevrolet truck. A local salesman, 26, was arrested on the 200 block of 35th Street on suspicion of prowling at 3:58 a.m. Sept. 27. His bail was $500. A 45-year-old local man was arrested on suspicion of assault with a deadly weapon on the 100 block of 28th Street at 12:15 a.m. Sept. 27. According to the police report, the suspect had numerous aliases and drove a blue 1971 Volkswagen bus. Bail was set at $50,000. A local man, 34, was arrested on suspicion of stallc- ing on the 100 block of 42nd Street at 10:23 p.m. Sept. 26. The suspect is a local flight instructor. Bail was $10,000. A 26-year-old Monterey Park woman was arrested on suspicion of commercial burglary on the 600 block of Newport Center Drive at 1:30 p.m. Sept. 26. Bail was set at $10,000. Police arrested a 26-year-old Bellflower man on suspicion of possessing stolen property on the 6700 block of West Oceanfront at 3:10 a.m. Sept. 26. Bail was set at $10,000 for the unemployed printer. Police arrested a Santa Ana man, 37, on suspicion of possessing a firearm on the 1100 block of Rutland at 7:30 p.m. Sept. 25. The suspect, an unem- ployed construction worker, drove a tan 1984 BMW. His bail was set at $10,000. BURGLARIES AND THEFTS A green 1996 Ford Contour was burglarized in a parking lot at Seashore and Grant between 2:30 and 3:30 p.m. Sept. 28. According to the police report, someone entered the car by unknown means and stole a pair of woman's in -line skates worth $230 and $450 in cash. The thief removed the money from a wallet, but left the wallet and a purse inside the car. Market Your Business on the Internet for $1.00aDay VISIT TODAYTO GET E EXCITING DETAILS'. ABOUT THIS EXPLODING ADVERTISING AVENUE http:((www.netropolis-usa.com ❑etropolis-usal' tirtaz,N1 Of en Dr- Sn;ers, t:A 714-646.8640 page 5 A church on the 1000 block of Bison was bur- glarized on Sept. 27 at 3:30 p.m. According to the police report, two suspects entered the church through an unlocked door and stole a Hitachi television worth $600. The suspected thieves reportedly were seen trying to flee with the television, but dropped it when asked by the witness where they were going. The man and woman suspected were never found. A home on the 400 block of Seward in Corona del Mar was burglarized between 11 a.m. Sept. 26 and noon Sept. 27. According to the police report, someone forced open a locked window and stole $7,700 worth of jewel- ry Among the items taken were a gold and topaz ring worth $1,500, a gold necklace worth $1,000, two topaz earrings worth $1,000, an antique pearl and diamond necklace of unknown value, a emerald and diamond ring worth $2,000, a men's wedding band worth $200 and two diamond earrings worth $2,000. A white 1987 GMC truck was reported stolen from the 800 block of West 15th Street at 9:50 p.m. Sept. 26. According to the police report, the owner of the vehicle heard the truck being driven away from his assigned parking space outside his home. The truck had chrome bumpers and a Harley Davidson decal on the rear window. DUIs A Huntington Beach Man, 43, was arrested on sus- picion of drunken driving on the 200 block of West Coast Highway at 1:20 a.m. Sept. 30. The suspect, a clerk, drove a black 1988 Ford truck. His bail was $1,400. A 41-year-old Mission Viejo man was arrested on suspicion of drunken driving at 3:35 a.m. Sept. 29 on San Miguel and Pacific View. The financier drove a maroon 1990 Ford Thunderbird. Bail was set at $1,400. Police arrested a 35-year-old Irvine electrician on suspicion of drunken driving at the intersection of Pacific Coast Highway and Jamboree Road at 9 p.m. Sept. 28. The arrested drove a red 1988 Ford Bronco. Bail was set at $10,000. 500 W. COAST HWY., NEWPORT BEACH, CA 92663 Hours: 10 - 6 Tuesday - Sunday. Closed Mondays. (714) 645-9006 AMPLE PARKING covering you community shopping. While locals consider this time of year 'off-season' a resident recently showed a Chicago visitor that ... by Christopher Trela contributing columnist When was the last time you took a sightseeing boat tour of Newport Harbor and gawked at the waterfront homes and luxury yachts? Have you visited the fun zone lately and played skeeball or pokereno to win enough tickets to get a silly prize? How about tak- ing a stroll in Lido Village at night, when the shops are closed and the area is lit and quiet and the only sound is the tapping of your shoes on the bricks and the gen- tle moaning of the boats bobbing in the water? For most of us, the simple pleasures of Newport Beach are ones we rarely seem to have time for. But now that the summer tourist season has ended, this is the best time to make like a tourist and visit all the sights we normally take for granted. If it helps, invite an out of town friend for a visit and play tour guide. That's what I did. My friend from Chicago, Susan Dennison, was planning a vacation to California to visit her family. Having never been to Orange County, she agreed to spend a few days in Newport Beach before meeting up with her mother and siblings. This would also give me the chance to take a brief vacation and to show off our local charms. I picked her up at John Wayne Airport and, after marching her to the statue of John Wayne so she could pay tribute to our late resident, I whisked her to — where else? Disneyland. After a few rides and lunch at the Blue Bayou, I began my tour of the Orange coast at Huntington Beach, piloting my sleek Ford Escort down Coast Highway toward our destination: Newport Classic Inn on Mariner's Mile. But first, a stop on the Newport Pier. "You can inhale the ocean, said Susan. "It seeps into your pores. And when you turn your face to the sun, the ocean almost swallows you up." page 6 newport news october 3, 1996 Nwho love the sun, surf and endless ewport Beach is a mecca for people Tw_l■I■.ist season 0 - IS Susan also noted during our drive how sprawling Orange County is. "The cities all bleed together, and they run unbro- ken to the horizon," she said. "Or perhaps I've grown accustomed to walking streets where buildings rise up so high they blot out the sun." Not much chance of that here. After giving her a couple of hours to rest, I picked Susan up and we were off to dinner, and then to South Coast Repertory to see "An Ideal Husband," a delight- ful production and a great introduction to our local performing arts culture. The next day real sightseeing day. In her journal, Susan wrote: "The day is dawning warm and sunny, a perfect reprieve from the nippy autumn temperatures in Chicago. Chris picked me up at 11:30 a.m., and we headed off to Balboa. We made a quick ferry trip across the harbor to Balboa Island and walked along the boardwalk, trying to be casual as we peered into people's open windows. When we turn to leave I spied a box on a post —doggie walk bags. I'm not easilly impressed, but two things about California impressed me: every public restroom has paper toilet seat covers and these doggie walk bags. Only in California." Guess it's the little things that make a difference. We returned from Balboa Island in time to take a 45 minute harbor cruise on the Pavilion Paddy, a cruise Susan dubbed "The Harbor Cruise of Really Expensive Real photos by Christopher Trele Estate." It had been many years since I'd taken the harbor cruise, so I too felt like a tourist as I stared at the multi -million dollar homes and yachts and listened to fascinating stories our skipper told about the harbor area. We saw John Wayne's old 137 foot mine -sweeper, the Wild Goose; Edgar Bergen's former summer home where his daughter, Candice, spent her youthful summer months; and dozens of other points of interest that even I - a 30-year resident of the county - didn't know about. After our cruise, we played pokereno at the Bay Arcade, winning enough tickets to get a trigger -activat- ed crocodile mouth thingamajig. After eating pizza at a food joint next to the ferry, we strolled along the board- walk, exploring various shops. After dinner and another play - up in L.A. - we returned for coffee and a midnight stroll in Lido Village, admiring the Red Skelton paintings in one window, local artwork in another. After checking out of Newport Classic Inn the fol- lowing day (which Susan gave high marks for comfort and quiet), we went to South Coast Plaza and Fashion Island before driving down the coast to Laguna Beach, where we had lunch overlooking the ocean before con- tinuing on to San Diego, where her family was await- ing her arrival. Susan was very impressed with her visit to Orange County, and seemed delighted with her exploration of Newport Beach. And her rating of her tour guide? "Chris has been the perfect tour guide: he gave a little history, told a few anecdotes and some pretty lame jokes." As for me, I had forgotten how much fun Newport Beach is without wall to wall tourists and miles of traf- fic inching down Balboa Boulevard. But even with three days, there was still much more I wanted to see and do. Hey Susan, how about an encore? I need an excuse to rent an electric boat, take a back bay tour, explore Rogers Gardens.... covering your community october 3, 1996 newport news Guara STRINGS ATTACHED When Devin LaBollita does something for you, there are often a lot of strings attached. Now, this wouldn't be a positive statement to make about most people, but, in Devin's case, the more strings he attaches to what he does for people, the more enthusiastic they become to repeat the experience. If you haven't already guessed, Devin is an expert in the field of stringing racquets -tennis, racquetball, squash or badmitton. This 36-year-old Balboa Island resident is the owner of Devin's Pro Shop at 120 Tustin Avenue, Suite E, in Newport Beach. Devin opened this business in 1988 and has enjoyed a steady growth every year since. Devin's expertise in stringing racquets, along with his skill as a racquetball player, began when he was 16 years. Before opening his own business, he used to take his stringing machine along with him to racquetball tournaments. He now strings more tennis racquets than racquetball racquets, but, he emphasized, "We are a technical shop specializing in all racquet sports. We offer first the best possible personalized service and, second, a broad range of services and accessory products, including rac- quets, racquet stringing and repair, clothing and shoes." Devin offered a rule of thumb about restringing racquets. "Because racquets lose tension and resiliency, have your racquet restrung as many times in one year as you play the sport in one week. In other words, if you play the sport three times per week, have your rac- quet restrung at least three times per year" Devin's Pro Shop is open 7 days per week and pro- vides same -day restringing service. He's been known to stay open late on a Saturday night in order to restring racquets needed for tournament play the next morning. Devin also offers a unique mobile service to his customers. By appointment, he will pick up your rac- quet(s) at your office, club or home, restring them and deliver them back to you. If out of the immediate area, island reezes by Peggy Mercer contributing columnist a $5 personal delivery charge might be assessed. Devin said that he usually picks up a few new customers when racquet sport onlookers realize what a unique service he is providing. Devin said that his prices compare favorably to dis- count stores and totally outclass them when it comes to personal service, expertise and special orders. "If an item is made in the industry," he stated, "and Devin's Pro Shop doesn't have it, we can get it." You will get good advice and excellent value at Devin's shop on the proper shoes for each racquet sport and excellent value, especially when he puts them on sale. On a personal note, Devin LaBolitta is my neighbor on Balboa Island and I wouldn't trade Devin and Toni, Need help with the yacht? 25 Years and 90,000 Miles Experience Reihl Yacht Service Dennis and Shelley Reihl t714I499■6066 Serving North American & International yachtmen Since 1970 page 7 his partner, for any other neighbors in the world. In a mere 36 years, Devin seems to have absorbed 75 years worth of wisdom about the things that are truly important in life. As an example, Devin picks up his 86-year-old grandfather, Salvatore (Poppy) LaBollita, at the Newport Beach Dialysis Center where he brings Devin's 82-year-old grandmother, Florence, 3 days per week for 3 hours -per -session dialysis treatments. He doesn't want Poppy to be in the waiting room alone all that time. This busy business owner takes him back to the shop or on any necessary errands or deliveries. Poppy entered a whole new world recently when Devin took him along to the Irvine Sports Complex to deliver some tennis racquets. In all his 86 years, he had never seen anything like this awesome display of 'sports fitness equipment nor the fitness of the sports using the equipment, especially the female ones! Devin's pride in his extremely large family is evident. At a family reunion in Boston, he joined in the fun had by approximately 250 relatives which included their spouses, children, boyfriends and girlfriends. On Christmas Eve last year, at the home of his parents, George and Marilyn La Bollita of Huntington Beach, Devin and Toni joined his two sisters and about 40 other relatives for a formal tuxedo/evening gown home -cooked Italian dinner that featured lobster, shrimp, scallops and Grandma Florence's specialty, a four -layered broccoli dish that is everyone's favorite. Devin picks up the Italian's love of cooking from his family. Wonderful aromas often waft up to my patio deck each evening when Devin cooks dinner, which he does every night. He often offers me tasty treats which I never refuse. When he went back east to Boston last year, he brought home 65 lobsters and treat- ed his friends in California to a home -cooked feast. Devin LaBollita is a generous human being - gener- ous with love, friendship, hard work, play and kind- ness. Ask Poppy LaBollita! Spedal Note: Cut out this article (good until 11/1/96) and bring to Devin's Pro Shop to receive 10% off on your next shoe purchase and $10 off on racquet purchase. Newly opened in Lido Plaza. Come enjoy our smoking lounge. Ample FREE Parking Sat. Smokers with FREE Cigars. No membership fee. LOVERS • PREMIUM HARD -TO -FIND CIGARS • CUTTERS • LIGHTERS •HUMIDORS • CASES & 3441 Via Lido 723-0595 Newport Beach covering your community 1 Page 8 Balboa Peninsula's Bentley Harris has played cards a long time. This reporter remembers when Bentley was on the defense team of Elizabeth Ann Duncan and he played cards nightly with her in her jail cell — until she went to the gas chamber. She was convicted of hiring a couple of thugs to murder her son's new wife because she didn't think any woman was good enough for her boy. Bentley defended her in court, but he lost the case. He offered comfort to his client in her final days by playing cards with her until they took her away. In more recent years, Bentley has been dealt some pretty tough hands — the most recent being the death of his mentor and oft -times employer, famed attorney Melvin Belli. But, each time his cards folded, Bentley always came back for another hand. Lately, he's been telling friends they could get in on a deal with him in a complicated off -shore financial transaction that began in Nigeria, wended its way through London and culminated in Costa Rica. Most people just laughed but Bentley continued to hold onto his hand, even though the others wouldn't play. A cou- ple of weeks ago, he called local friends from London and said he was close. Everybody said, "Sure, Bentley, sure." But he knew they didn't believe the cards he was holding. Bentley is now back in Newport Beach, and he has the look of a winner about him. He is pack- ing for a trip to Costa Rica this weekend. "The deal's newport news october 3, 1996 newport with Pat Michaels done," he says with a smile. "I'm off to pick up my share and make arrangements for its transfer." His share, he says, will pay $4,000,000, cash. Apparently, Bentley Harris has finally gotten a good hand, after all. Promontory Point's Jim Higgins swears it's true. Says he stopped at a traffic accident scene on PCH and asked one of the drivers "Are you injured?" The answer he got: "I can't tell until I see my lawyer." Newport's Peggy Goldwater Clay, the vibrant and vivacious daughter of former Arizona Senator Barry Goldwater, is opting for the job of Orange County Chief of Protocol. Currently, the position is vacant. In past years, the job entailed acting as official hostess for national and foreign dignitaries on their vis- its to Orange County. It also entailed teaching local offi- cials etiquette — how to conduct themselves with for- eigners in such a way as not to offend differing cultures as well as instructing them how to greet everybody from a president to the Pope. So far pretty Peggy has good support on the Orange County Board of Supervisors and looks like the front runner for the sen- sitive and prestigious position. At a Board of Supervisors meeting somebody asked You can have a competitive edge, no matter where you do business. Do you have: •A home based business? •An internet business? •A retail business? •A mail order or telephone related business? If so, you are eligible for low rates. Call Glenda Wilson (714)261-8377, ext. 207 CARDSERVICE® INTERNATIONAL r aill what the job of a protocol officer was and one supervi- sor, to be nameless, responded, "To make important visitors feel at home, even though they wish they were." Endodontist John Buoncristlani had told his staff at Newport Center not to make any root -canal appointments on a recent Thursday. He was going to be with his wife, LeAnne, at Hoag Memorial Hospital fora scheduled C-section to give birth to their baby at 7:30 a.m. The baby had other ideas, though. LeAnne went into labor at 2:00 a.m. Little Mathew John Buoncristiani decided to be born before his scheduled hour. And he was. Huh? Double -take advertising line for a Fashion Island dress store: "Designer Maternity Apparel — for the Modern Miss." Pat Michaels is the host of "Your Newport Today," seen Mondays at 6:30 p.m. and Sundays at 2:30 p.m. on Newport Beach Cable Channel 3. World Travel fr & Tours & (714) 476-2080 2082 S.E. Bristol St. #5 Newport Beach, Ca. 92660 DOMESTIC & • LOW AIRFARES • HOTELS INTERNATIONAL • EUROPASSES ■ NO ADVANCE PURCHASE ■ TOUR PACKAGES ■ CAR RENTAL (USA/EUROPE) SPECIAL TO PA R I S AS LOW AS $398 R.T. + TAX (NO GIMMICK) covering your community october 3, 1996 I The British bedroom farce "Out of Order" is what I call dessert theater. It's light and fluffy, pretty tasty but not very nourishing. But that's just what a good farce should be, and "Out of Order," playing at the Newport Theatre Arts Center through Oct. 20, is a good pro- duction of a -good farce. "Out of Order" has all the stock farce elements: a zany cast of characters, improbable situations, slamming doors and windows, a couple of scantily -clad women, and a plot that doesn't bare close examination. And under the capable direction of Ken Rugg, the cast provides enough merriment to make "Out of Order" an enjoyable two-hour ride. The setting of "Out of Order" is a suite at the Westminster Hotel in London. Parliament member Richard Willey has arranged for a rendezvous with his secre- tary, but her husband has had a detective spying on her. Enter George Pigden, Richard's assistant, along with a stuffy hotel manager, a tip -hungry waiter, a dead body, the secretary's husband, the maid, Richard's wife and a nurse, all streaming in and out of Richard's suite. The pace starts slow, then gradually builds, with one actor exiting out a win- dow while another enters through a door. By the end, the pace is fast and furious. Most of the humor comes from watching the action and from physical comedy, although there are a few jokes thrown in for good measure. Timing is everything in farce, and except for a couple of lapses the cast does a remarkable job of negotiating the dizzying choreography in and out of the hotel suite. - Steve McCammon is the perfect anchor for the mayhem as Richard, while Kevin Knill shows off his comic mugging versatility as George. Lisa Lampman is a sexy and funny secretary. Jacqueline Dumbrille is equally sexy and funny with her bits of physical shtick, and Judith Ryskiewicz gets one of the biggest laughs of the night with her appropriately prim yet not -so -proper portrayal of the nurse. And Greg Hoffman enlivens the play each time he pops in with a new prop, demanding bigger and bigger tips. Some of the British accents are better than others, but that is easily overlooked when the actors are in the thick of the farce. "Out of Order" is always amusing to watch and frequently very funny, a pleasant production in the best dessert theater sense. For tickets, call 631-0288. newport news page 9 great and it's Tess filling THIS COMPANY IS WELCOME ANY- TIME Wow! That was my reaction at intermission while seeing "Company" at the Laguna Playhouse. Amazingly, Act 2 of "Company" is even better! From the over- ture to the final note of Act 2, "Company" looks and sounds like a hit. Not surpris- ing,- since the original 1970 production wort several Tony Awards; including Best Musical. The version of "Company" that runs through October 20 at the Laguna Playhouse is billed as the world premiere of a newly revised version, but no matter how you say it, "Company" is a real treat. "Company" takes place on the eve of Steve McCammon and Bobby's 35th birthday. Bobby looks back over his life and the rela- tionships he has had and known, examining them and his views on performing marriage and trying to come to terms with who he is and where Kevin rts - he's going. Director Jules Aaron deserves much of the credit for making this "Company" -so vibrant and alive. The show zips along at a good by Christopher Trela pace, and the musical numbers are expertly staged and well -sung contributing columnistby a cast that not only knows how to handle a Sondheim song but can also transmit their character's emotions while singing the music. And this cast is among the best ever assembled for a Laguna Playhouse production. Robert Yacko makes a perfect Bobby, believable in his quest for that elusive per- fect relationship. He is also a terrific singer, making songs like "Being Alive" positively chilling to hear. And there are so many actors and good voices in the supporting roles that make this musical the true ensemble work that it is. Hats off to Jodi Harris, who has one of the most difficult numbers in the show; "Getting Married Today." Her delivery is funny, poignant, and above all easy to compre- hend. But that's typical of all the various scenarios and songs in this show. There is no weak link, other than a couple of minor intonation problems that are easy to overlook within the scope of the over- all production. The multi -tiered set by Don Garber is functional and effective — OK, it looks terrific. The choreography by Paul Leighton is fun to watch, and the music direction of Diane Van King makes the score a pleasure to hear. - I suggest you call for tickets as soon as possible, because shows this good sell eut fast. if "Company" is any indication of how the 1996-97 Laguna Playhouse sea- son is shaping up, season tickets might be the order of the day. Call 497-ARTS for tickets and show times. Knill display their comic versatility in "Out of Order." SWAN LAKE AT THE CENTER The ballet "Swan Lake" is steeped iri traditiori...and tutus. The world premiere of "Swan Lake" was in 1877 in Moscow, but the music by Peter Tchaikovsky and the sappy yet beautiful story of princes, spells and swans have held up surpris- ingly well. Countless ballet companies have danced "Swan Lake" over the years, but the San Francisco Ballet production that runs through Oct. 5 at the Performing Arts Center in Costa Mesa should be a treat. The San Francisco Ballet first per- formed "Swan Lake" in 1940. The current production is a 1988 version choreo- graphed by Helgi Tomasson, SFB's artistic director, who has guided the ballet com- pany to world class status. His "Swan Lake" choreography is a blending of the traditional with the new, although the emphasis seems to be on the former. After all, audiences want and expect to see the "Swan Lake" that is famous for its rows of tutu -clad ballerinas and heartfelt pas de deux s. All this and more can be seen in the SFB production at The Center through this Saturday. Call 556-ARTS for details and tickets. covering your community aaae 10 newport news october 3, 1996 CLASSIFIED ADVERTISING yr Index 10 Animals 15 Antiques 20 Boats 30 Business Opportunity 40 Cars 50 Commercial Property 55 Computer/Office Equipment 60 Cycles 70 Docks 804x4's 90 Financing 100 Furniture/Appliances 110 Free 120 Garage For Rent 130 Garage sales 140 Help Wanted 150 Houses 160 Lots 170 Lost and Found 180 Miscellaneous 190 Miscellaneous Services 200 Mobile Homes 210 Motor Homes 215 Musical Instruments 220 Personals 230 Positions Wanted 240 Professional 250 Real Estate Trade 260 Real Estate Wanted 270 Rent 280 Rent Commercial 290 Rent/Share 300 Sale/Trade 310 Trust Deeds 320 Trucks 325 Vacation Rentals 330 Want to Buy Deadline: Tuesday 12 p.m. for Thursday publication. Office hours Monday - Friday, 9:30 a.m. - 5 p.m. Classified by mail First 15 words are $9.00. Seventy cents each additional word. Run ad three weeks - get fourth week free. Index# Start Date For Weeks 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Name: Phone: Check # Enclosed: Visa/MC#: Expiration Date: Signature - Mail to: Newport News, P.O. Box 2929, Newport Beach, Ca. 92659 Bring to: Newport News, 3345 Newport Blvd., Suite 201, Newport Beach. Call: (714) 723-5440 Fax: (714) 723-5493 15 ANIIQUES For Sale. Reasonably priced Antiques and Collectibles. 642-9448. 20 BOATS Powerboat 17 ft. Boston Whaler, Newport, 100 horse power mercury, many options, excellent condition. $10,750. (805) 964-7005 30 BUSINESS OPPORTUNITY Stay at home and earn. Expanding to O.C. Rated in Inc. 500 as best run compa- ny five years in a row. No investment or product, (714) 754-5990. Call Thomas at 668-1650. 55 COMPUTER/OFFICE EQUIPMENT Best Computer Deals! Pentium 120 - never used, 1 GB H.D, 16 megs ram, 15" SVGA monitor, CD- ROM, sound card, etc, $1090. (714) 892-8668 90 FINANCING Available Income Properties Construction Commercial First and second mortgage. 140 HELP WANTED CHILD CARE Loving childcare provider needed 25-30 hours per week in your home for 3 1/2 year old boy. Please call (714)719-0518 Writers and Columnists Looking for writers and con- tributing columnists to cover civic news and local com- munity happenings. Call Paul at 723-5440 190 MISCELLANEOUS SERVICES Accept Credit Cards Take over lease of Verifone Tranz 420 machine and save money. Call Joe at 650-4508. Save this ad!Ill Musician will play piano or synthesizer for special occa- sions. Eleanor 551-5332. GRAPHIC DESIGN We can create stunning slides and overheads for your next presentation. Fit - Your -Budget Pricing. Rodann Design (714) 540-4447. DESKTOP PUBLISHING Let us type your proposals/ correspondence and design effective communication - pieces: stationary/flyers/brochures. Rodann Design. (714) 540- 4447 250 REAL ESTATE TRADE Will trade real estate for 40' to 50' boat, to live aboard Call Jim 366-6888. 280 RENT COMMERCIAL Executive Suite offices for $t.00 off a cospow Spinmaker 3000 CE. Three months old. Paid. $2000, will sacrifice $1,500. Call Ric (714) 723-9613. COTTAGE FOR RENT 3 Br.,1 Ba. old Balboa Island cottage 1 block from So. Bay Front. Laundry Facility. Winter only. $1400. mo. Please call (714)675-6177 lease. FREE DIRECTORY. Over 100 locations. Mailed same day. Call 24-hours. (714) 724-1999 300 SALE/ TRADE Diamond Ring 1.32 ct. Center stone with 6 round diamonds (total 1 ct.) $5,500 (714)646-8646 1995 NISSAN TRUCK XE 5 Speed manual, A/C, AM FM Casset, 36/36 Mi. Mo., Warranty. $10,700. OBO Roger (909)825-7118 Exercise bike. Stairmaster Unless you consider barbers wea ing a bikinis a gimmick Hours: 10 - 7 Tuesday - Sunday. Closed Mondays c g your community october 3, 1996 r newport news 1 How about a Newport News subscription? We are free at newsracks throughout the City; however, we will mail the newspaper to subscribers for one whole year. 52 weeks for $25 O Enclosed is a check for $25. O Please charge my subscription to: Master Card card #: expiration: NAME: ADDRESS: CITY, STATE, ZIP: or Visa L J ANALYSIS Phone Analysis My business clients save 10 to 70 percent on their long distance calls while maintaining the same quality of service. For free analysis of your phone bills contact: Sanford Kahn, NTC Independent Representative. (310) 434-4695. AUTO SERVICE Angel's Auto Service. We repair everything - except transmissions. Foreign and domestic. Friendly mechanic. 20 yrs experience. Costa Mesa. Call Ali. (714) 642-5528. CHILD CARE English speaking loving affordable nannies Exp'd. Mature/CPR - Ms. Poppins (714) 833-9171 CHIROPRACTIC IS YOUR BACK OUT? Chiropractic specializes in Sports Health & Nutrition. (714) 474-2188. Free Chiropractic Spinal Exam & Treatments (714) 650-2273 CLEANING BORN TO SERVE House cleaning, organiz- ing, serving, holiday dec- orating. Serving all of Orange County. We make your house a home. Call Cheri Roberts: (714)509-1835 Window Cleaning • Average 1 story-$35 • 2 story-$45 House Cleaning Spring Cleaning & Reg. Svc. Mini -blinds, Carpet & Floor Visa/MC/AE AJ's (714) 666-2500 I DO WINDOWS Dave's Window Cleaning •carpet cleaning • screen repair Free Est. (714) 729-7079 COMPUTERS FREE REPORT! "How To Advertise On The Internet For Pennies A Day? No computer required. (714)726-5093 Computer support for small businesses. Software (inc. Win. '95) & Hardware. 15 years in local area. Quick response. Low rates. (310) 519-3329. CREDIT SERVICES NEW CREDIT PROGRAM Increase Your Sales. Reduce Expenses. Improve Cash Flow. Eliminate Credit Risks. (714) 962-7307 CREDIT CARD SERVICE to your customers. Home -based Businesses. Business on the Internet. Retail. Mail Order. (714) 261-8377 ext. 207 COUNSELING Looking for Hope? USC Ph.D candidate now available in Orange County for individual, couple and family therapy. Sliding scale fees/insurance accepted. Call now for information or an appointment. (714)717-3505. Supervisor: Jeanne Mulligan, MFCC M1021703 HANDY PERSON Semi Retired Contractor Repairs, improvements, small jobs. Quality/Integrity. I care, Ken. (714) 642- 1770 "A to Z" HANDYMAN INSTALL/REFACE Cabinets, Kitchens, Baths, Doors,Windows. Doug. (714) 546 7258 page 11 Newport News is the only independent weekly newspaper that covers Newport Beach HAIR CUTTING Cutting, colorwork, permanents, styling, major hair transitions. You've tried the rest, now come to the best. Deniece Orduna 644-5750 HAULING Twenty Dollar Hauler/Clean-up, John (714) 650-1628 HEALTH R.N./Holistic Practioner. Home care visits. Infants to Elderly. Hrly/daily. (714) 664-8373 Need Affordable Health Insurance? Group and Individual Rates. Your choice Drs. And Hsptls. The Alliance for Affordable Health Care. Call. Gary. (714) 997- 0220 HOME IMPROVEMENTS Termite and drywrot damage and repair. Decks, patios, roofs, inte- rior, exterior painting and all other services. All work guaranteed. Call Davenport Construction Send in your engagement & wedding notices. for free estimate. (714) 642-3653 REMODELS Carpentry, Plumbing, Paint, Electricity,Tile, Stucco, & Roofing. Call MORGAN (714) 650-3261 Mobile: (714) 403-5335 ANDERSON & KEATS DESIGN & CONSTRUCTION "EXCELLENCE" Competency * Integrity * Progressiveness (714) 759-1670 "Small Job" EXPERT Duncan Electric LocaVQuick Response (714) 650-7042 FARTHING INTERIORS Kitchen, Bath, Rooms Additions/Remodels. Installation, Removal. Discount Wallcoverings Visa, MC (714) 673- 1212 QUALITY * CARE PAINTING Summer Specials 20 yrs. Experience Xint workmanship Fair $'s. Call RON (714) 645-2417 Newport Beach Building Contractor 47rs. Design to Finish. C.L. Kirchner. (714) 723-5090. (714) 642-7003 Call 723-5440 for details. •Wood Fences• Replace/Repair Low $ Free haulings/est. Licensed Advantage Construction (714) 974-5301 DON'T CALL US If you just want the low bid. Fine workmanship and enduring quality since '75 Leffler Quality Painting (714) 751-9103 A Touch of Class Cleaning. Res/Comm, Lic/Bonded. Free Est. Teresa (714) 282-7143 Home Repair/Remodel Costa Mesa/Newport 25 years experience Jim (714) 631-2460 INTERIOR DESIGN Featuring unique Southwest furnishings, apparel, accessories, Native American jewelry. Stop by our store. (714) 645-9006. LEGAL You may not need an attorney. Call South Coast Paralegal Services at (714) 228-5916. Attorney at Law. Consumer protection. Lemon Law Litigation. Unfair Business Practices. 714) 324-2890 MOVING All American Moves U...Carefully, Cautiously and Cheaply. (714) 549-0223 PHOTO Photo restoration By one of OC's most accomplished artists. Also, if you have an old photo of family - call us about an unbelievably unique Christmas gift. (714) 991-2673. PLUMBING The Local Plumber A James E. Bangert Co. Since 1947 Friendly Service • Insured L#532981 (714) 675- 9395 WRITERS Editorial For letter-perfect publi- cations and business communications. Writing, editing, proofreading, call Rick (714)645-1901 CaII 723-5440 covering your community pane 12 newport news pick up the paper near these street locations: west newport beach newport burger 6800 w. coast hwy. bal-port liquor 4521 w. coast hwy. north newport beach diedrich coffee 3601 jamboree rd. mcdonalds 2290 s.e. bristol st. redstone plaza 1200 dove st. park macarthur 3901 macarthur blvd. newport harbor chamber of commerce 1470 jamboree rd. dove one newport place 1301 dove st. 3636 birch st. (off bristol) newport car wash 3737 birch st. 3857 birch st. (corner of birch st. and corinthian way) 4300 block of birch st.(at corinthian way) sheraton hotel entrance 4300 birch st. geezer's garlic grille 4200 scott dr. university athletic club 1701 quail south newport beach mcdonalds 700 w. coast hwy. korker liquor 2229 e. coast hwy. newport beach central library 1000 avocado ave. balboa island island market 500 south bay front 301 marine ave. italian gift market 302 marine ave. balboa peninsula balboa bike rentals 279 palm balboa library newport blvd. & 8th st. lido book shop 3424 via oporto city hall 3300 newport blvd. carl's jr. 3101 newport blvd. newport pier 106 mcfadden ave. (inside rack enclo- sure) the crab cooker 2200 newport blvd. britta's cafe 205 main st. rendevous vacation rentals 500 e. ocean front mutt lynchs 2300 w. ocean front california beach rock n sushi 3355 via lido corona del mar gelato classico 2756 e. coast hwy. golden spoon 2445 e. coast hwy. the bagel cafe/starbucks coffee 2801 e. coast hwy. corona del mar post office 406 e. orchid zwebers pharmacy 3301 e. coast hwy. coco's 3346 e. coast hwy. the health emporium 3347 e. coast hwy. balboa island coffee co. ornelas beverage 1r 322 marine ave. company 3537 e. coast hwy. wilma's patio 225 marine ave. pain du monde cafe 3636 e. coast hwy. balboa island realty 201 marine ave. island entertainment corona del mar laundromat 3711 e. coast hwy. october 3, 1996 Shoppin4, Food find (ooversatioo. lllhat More Is There? Whatever you want, for whatever reason, we'll make your Westcliff experience as relaxing as it is fun. g your community