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HomeMy WebLinkAbout477-99_entered in LF111111111111111111111111111111111111111 lill III lill *NEW FILE* AIC 477-99 APPLICATION FOR "AP VAL IN CONCEPT" CITY OF NEWPORT BEACH rPTE:NOOf�(4'"9� rr0 APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH - As required for permit application to the California Coastal Commission pursuant to California Administrative Code, Section 13210 and 13211. Property Address:!_i4/ r� EO 114j - :a- �t� General Description �'1J1 4=Ftr'6.')�cr'T'�YyT�r,�i Legal Description: Zone: Applicant's Mailing Address: 1-2t _=41a -lZ n/) Applicant's Telephone Number: DO NOT COMPLETE APPLICATION BELOW THIS LINE The I have reviewed the plans for the foregoing development including: 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application; and find i • ;Whey comply with the current adopted City of Newport Beach General Plan, Zoning �-1 6rdinance, Subdivision Ordinance, and any applicable specific or precise plans or • That a has been approved and is final A copy of any variance, site plan review, resubdivision, use permit, or other issued permit is attached 10 together with all conditions of approval and all approved plans including approved tentative tract maps. On the basis of this finding, these plans are approved in concept, and said approval has been written upon site plans, signed and dated. Should this City adopt an ordinance deleting, amending, or adding to the Zoning Ordinance or other regulations in any manner that would affect the use of the property or the design of a project located thereon, this approval in concept shall become null and void as of the effective date of this said ordinance. In accordance with the California Environmental Quality Act of 1970, and state and local guidelines adopted thereunder, this development: • Has received a final Exemption Declaration or final Negative Declaration (copy attached). • Has been determined to be ministerial or categorically exempt. • Has received a final Environmental Impact Report (copy Attached). All discretionary approval legally required of this City prior to issuance of a building permit have been given and are final. The development is not subject to rejection inlrincipal by this City unless a substantial change in it is proposed. This concept approval in no way excuses the ordinances, codes, and regulations of this City. Date; �i//s;k, AttacWents: ,/ applicant from complying with all applicable policies, PLANNING DEPARTMENT 7AMBS-D-HEMefffiER, Director ,a J NOTE: No building permit will be issued until W P51\PLANNING\DARLEEN\FORMSWPRLCONP.DOC City of Newport Beach* City Council Minutes December 8, 1997 INDEX 6. AUTHORIZATION FOR MAYOR PRO TEM O'NEH. PURSUANT TO City Council CITY COUNCIL.POLICY A-8 TO USE CITY STATIONARY TO WRITE Letter of Support A LETTER OF SUPPORT ON BEHALF OF THE CITY COUNCIL FOR (33) THE NEWPORT COAST TRIATHLON SPONSORED BY THE WANIS CLUB IN DULY OF 1998. 17. P ATE BANNERS WITHIN NEWPORT CENTER DRIVE AND Private Banners/ NEWPORT CENTER DRIVE EAST/VVEST ("RING ROAD") PUBLIC Newport Center RI64I'-OF-WAY. Approve request of the Conference and Visitors Bureau Drive for priv to banners within Newport Center Drive and Newport Center Drive (74) East/Wes public right-of-way, subject to the conditions set forth by the Public Wor Department. 18. BAY KNOLLS REQUEST TO CHANGE SPHERE OF INFLUENCE No report (contd. from 10 27/97, 11/10/97 and 11/24/97). Continue to January 12, 1998. S31. BATNIJI RESIDENCE, 6800 WEST OCEAN FRONT. Consent to the Zoning (94) request of the appe11n to schedule the hearing later than 30 days from the date of filing the appeal, nd schedule the hearing on February 23, 1998. MOTION BY MAYOR PRO T O'NEIL TO APPROVE THE CONSENT CALENDAR, EXCEPT FOR THOSE ITEMS REMOVED (5, 13, 14 and 15) AND WITH AN ABSTENTION REGISTERED BY MAYOR PRO TEM O'NEIL ON ITEM 9. Without objection, the motion carried by acclamation. ITEMS REMOVED FROM THE CONSI CALENDAR 5. NEWPORT CENTER DRIVE PAR IIN�G.. Parking/Newport Center Drive Council Member Hedges pointed out thgt one year ago the Council Res 97-84 authorized parking along the outer ring of Newport Center Drive and this (85) request is for parking on the inner ring on a tr basis. He spoke against the proposal for visual and liability reasons. Motion by Mayor Pro Tern O'Neil to direct staff fb. work with The Irvine Company to implement parallel parking along the inner edge of Newport Center Drive East/West on a trial basis for 6 months; and to adopt Resolution No. 97-84 establishing a two hour time limit on Newport Center Drive East and West. `+ Council Member Glover said she personally supports the proposal, however her one concern is whether The Irvine Company should post signs for pedestrian crossings. She directed staff to work with the City i torney on liability issues related to the posting of pedestrian signs. With Council Member Hedges dissenting, the motion carried by acclamation. 13. REQUEST FOR AN EXCEPTION TO THE SIGN CODE TO ALLOW Franklin Realty THE REPLACEMENT OF AN EXISTING CONFORMING POLE SIGSign Exception WITH A POLE SIGN WHICH CONTAINS A MARQUEE TYPE SIGN Permit 51 Volume 51 - Page 532 City of Newport Beach lip 40 City Council Minutes December 8, 1997 Brutoco Engineering ---and -Construction, Inc., to designate Simich Construction Company, Inc., as the subcontractor for sanitary sewer work, and determine that Brutoco may designate Simich N—vR1u nt-penalty__ 9. HOAG HOSPITAL METHANE GAS MITIGATION SYSTEM. Approve the design and relocation of the Hoag Hospital Methane Gas Mitigation System; based on the re-evaluation of the certified Environmental Impact Report, concur that there are no conditions described in California Environmental Quality Act Guidelines Section 15162 or Section 15163 which would require the preparation of a Subsequent Environmental Impact Report or Supplemental EIR; and authorize the City Manager to execute a Cooperative Agreement between Hoag Hospital and the City of Newport Beach. The motion carried by the following roll call vote: Ayes: Thomson, Debay, Hedges, Glover, Noyes, Mayor Edwards Noes: None Absent: None Abstain: O'Neil �-10. ASSESSMENT DISTRICT NO. 79 BEACON BAY, PROFESSIONAL SERVICES AGREEMENT AND BUDGET AMENDMENT (BA-027). Authorize a budget amendment to appropriate $97,000 in the Assessment District Capital Project fund to proposed Assessment District No. 79 Beacon Bay,,Account No. 7401-005200418; and authorize the Mayor to execute a Professional Services Agreement with Willdan Associates in an amount not to exceed $81,500 for assessment and design engineering services. 11. MACARTHUR' BOULEVARD WIDENING - SEGMENT 21 AMENDMENT Nil TO PROFESSIONAL SERVICES AGREEMENT WITH ROBERT BEIAIOWH.LIA.M FROST & ASSOCIATES. Approve Amendment No. 1 to Professional Services Agreement with Robert Bein, William Frost & Associates authorizing additional civil engineering services and compensation in an amount of $43,102 to support Segment 2 construction of the MacArthur Boulevard Widening Project; and authorize the Mayor and City Clerk to sign Amendment No. 1 on behalf of the City. MISCELLANEOUS ACTIONS 12. PLANNING COMMISSION AGENDA FOR DECEMBER 4,1997. 13. Removed from the Consent Calendar by Council Member Noyes. 14. Removed from the Consent Calendar by Council Member' Diebay. 15. Removed from the Consent Calendar by Council Member Hedges. (38) Hoag Hospital Methane Gas Mitigation C-3099 (38) Proposed Assessment Dist 79 Beacon Bay/ Prof Services Agreement Willdan C-3173 BA-027 89/38/40 MacArthur Blvd Widening - Segment 2 - Bein/F'rost C-2825 (38) Planning (68) Volume 51- Page 531 0 0 Hoag Memorial Hospital Presbyterian FACILITIES DESIGN & CONSTRUCTION CONFERENCE NOTES Prepared by Taylor & Associates Architects Architects Project No. 1214.00 Hoag Project No: 1252.78 Project Name: West Parking Lot - Lower Campus Date: January 17, 1997 GAS FLARE MEETING - CONFERENCE #41 Distribution: Refer to attached Directory (please check to see if your attendance is required) On January 15, 1997 at 9:00 a.m., a meeting was held at the Newport Building Department Conference Room. Attendees: Leif Thompson - Hoag Peri Muretta - Peri Muretta Fleet Rust, Louis Pandoifi - Geo- Science Analytical Faysal Jurdi - City of Newport Beach, Building Department Mike Macey - City of Newport Beach, Fire Department Gil Wong - City of Newport Beach, Public Works Mike Moranta - Hobbs/Bannerman Mike McLane - Taylor & Associates Information: • Weekly construction meetings will be held on Wednesday mornings at the job site. Parking Lot Construction Status: • Landscaping was in progress on the Pacific Coast Highway berm. • Irrigation was in progress. • Dirt removal on the upper terrace was stopped due to rain. • Electrical work was complete. Schedule (Phase I Grading and Lower Campus Parking Lot) Days Start Complete Obtain CDP for Phase I Grading 45 06/15/95 07/24/95 Obtain ACOE Permit 21 07/03/95 08/07/95 Obtain City clearance 7 07/10/95 08/07/95 Obtain RWQCB authorization to dewater 30 05/12/95 07/07/95 Notify CDFG 5 07/17/95 07/26/95 Dewater Hoag Wetlands 7 09/18/95 09/22/95 Dry and remove Hoag Wetlands 60 09/22/95 11/28/95 Amend studies to include wetlands area 90 11/04/95 02/13/96 Complete geotechnical study 90 11/04/95 02/02/96 Obtain City AIC for parking lot 3 07/07/95 07/09/95 File Coastal -package 5 07/17/95 08/23/95 Coastal Comments/Complete submittal 2 08/17/95 09/OB/95 01/17/97 Conference Notes Page 2 Hearing on CDP for parking lot 1 10/11/95 10/11/95 Fulfill Coastal conditions (obtain permit) 45 02/02/96 04/29196 File and get City Comments 60 03/07/96 07/16/96 Receive grading plan comments 1 04/19/96 04/19/96 Bid Opening 1 06/11/96 06/11/96 7111•it�f�i � ,� PHASE 1 Notice to proceed - Mobilization 19 06/28/96 07/19/96 Notice to proceed - Fault Study 1 07/22/96 07/22/96 Mobilization 5 07/22/96 07/26/96 French Drain/Subdraihage 19 07/29/96 08/16/96 Fill Existing Drainage Hole 14 07/31/96 08/13/96 Connect Temporary Drainage 2 08/05/96 08/07/96 Misc. Demolition/Site Clearing 5 08/07/96 08/15/96 Cut Slopes 11 08/13/96 08/26/96 Leighton Fault Study 11 08/16/98 08/26/96 Primary Drain Line 4 O8/2096 08/23/96 City Slope Review 18 O8/27/96 09/12/96 CCA 20 -Extend Fault Study 6 O8/29/96 09/03/96 Move Gas Well Lines 5 09/16/96 09/20/96 Move Elec. Flare Lines 3 09/16/96 09/18/96 PHASE 2 Notice to Proceed - Phase II 1 09/10/96 09/10/96 Mud removal/add rack 8 08/20/96 08/27/96 Demolition 7 08/30/96 09/16/96 Rebuild Slopes 30 09/11/96 10/10/96 Access Road 14 09/16/96 09/27/96 Overexcavation 14 09/23/96 10/04/96 V-Ditch 3 09/30/96 10/20/96 Gas Piping System 14 10/02/96 10/16/96 Curb/Gutter 9 10/14/96 10/22/96 Complete Drainage Systems 7 10/16/96 10/22/96 Site Lighting 7 11/23/96 10/29/96 Sidewalk 7 10/23/96 10/29/96 Aggregate Base 7 10/23/96 10/29/96 Irrigation 28 10/28/96 11/22/96 Asphalt 7 10/30/96 11/05/96 Striping 4 11/06/96 11/07/96 Landscaping 28 11/11/96 12/06/96 Original Date of Substantial Completion 12/08/96 Current estimated date of substantial Completion 12/06/96 Construction Duration 140 Calendar days. Schedule (Gas Fiarel Preliminary Design (P & ID) 15 12/13/96 12/19/96 P & ID Approval Meedting 0 12/20/96 12/20/96 Engineering Design Developer 18 12/20/96 01/15/96 Engineering Approval 0 01/15/97 01/15/97 FILE: 1214CN41.00C-MEETING 41 0 01/17/97 Conference Notes Page 3 i I Construction Documents 7 01/15/97 01/24/97 Plan Check 5 01/24/97 01/31/97 Equipment Procurment 7 01/16/97 01/24/97 Construction 17 02/05/97 02/28/97 Start Up 1 03/01/97 03/01/97 Delays: • Construction has been delayed from 7/26/96 completion of mobilization until the drainage and fault study design behind the flare was resolved. Construction started on August 5, 1996. Refer to letter prepared by Peck/Jones dated August 5, 1996. • Dirt removal from the upper terrace was stopped on October 15 by the City until.plan revisions for additional dirt removal could be approved. Approval from the City was granted on October 18. • The City stopped the project on October 18 until the fault study is received and accepted. The fault study was forwarded to the City at 5:00 PM on October 21. The fault study is currently being reviewed by the City. The City released the Stop Order for construction on October 23, 1996, • No work was done on -site on October 30, 1996, due to rain. • No work was done on -site on November 21 and 22, 1996, due to rain. • No work was done on -site on December 9 and 10, 1996, due to rain. • No work was done on -site on January 13, 1997, due to rain. CCA/Pending Issues Log: See attached Pending Issue Log Submittal Log - Action choices: A: No exceptions B: Furnish as corrected C: Revise and resubmit D: Submit specified items E: Rejected. Date Received Submittal # Title Date Returned Action 7/23/96 SD-1 Class 2 Aggregate around drainage 7/23/96 D pipe 10/29/96 SD-1 R Class 2 Aggregate for paving 1117/96 A 10/29/96 SD-2 Weed control product data 11/7/96 A 10/29/96 SD-3 Asphalt paint product data 1117/96 A 10/29/96 SD-4 Asphalt paving mix design 11/7/96 A 11/11/96 SD-5 Concrete mix design 11/14/96 C SD-6 Drainage pipe product data 10/18/96 SD-7 Soils agronomist test results 10/22/96 A 10/18/96 SD-8 Soils agronomist amendment 10/22/96 A recommendations 11/11/96 SD-9 List of nursery locations for specimen 11/19/96 B trees 36" box or larger SD-10 Irrigation manuals and warranties SD-11 Quick coupler key SD-12 Irrigation record drawings 8/14/96 SD-13 Proposed landscape substitutions 8/16/96 B 9/23/96 SD-14 Switchboard shop drawings 10/7/96 B 9/23/96 SD-15 Parking light fixture product data 10/7196 B 9/23/96 SD-16 Parking light pole product data 10/7/96 B 9/23/96 SD-17 Lighting control devices product data 10/7/96 B 10/05/96 SD-18 Fossil filter for catch basin product data 10/4/96 A 11/11/96 SD-19 Irrigation Materials 11/12/96 B FILE:1214CN41.00C - MEETING 41 0 0 01/17/97 IM171711177W Conference Notes Page 4 2 Monitor cut slopes during grading. Leighton Associates; Law/Crandall 9 Provide erosion control. PecWJones 14 Perform NPDES monitoring. Law/Crandall 55 Provide continuous monitoring for methane and hydrogen PecWJones in designated areas of the site. 62 Perform storm water prevention plan procedures (Erosion Peck/Jones; Hoag control). 74 Ensure exploslmeter is used to monitor methane levels PecWJones and percentage rate. 82 Comply with SCAQMD rules 406 regarding fugitive dust. PecWJones 103 Provide two weeks written notice of Temporary Traffic Peck/Jones Disruptions to affected areas, businesses, and the public. 104 Limit multiple axle vehicle trips per hour on public streets Peck/Jones between June 1,1995 and September 1,1996 to 25 trips per hour. 105 Ensure all trucks hauling materials are covered. • Peck/Jones 106 Ensure grading is performed in accordance with City Peck/Jones Ordinance regarding dust and erosion control. 107 Comply with SCAQMD Rule 403 requiring watering Peck/Jones during the morning and the evening to prevent dust eneration. 110 Ensure that low emission mobile and stationary Peck/Jones equipment is utilized during construction. 111 Ensure that internal combustion engines are fitted with Peck/Jones properlymaintained mufflers. For further explanation of Mitigation Measures, refer to the Supplemental General Conditions of the contract. 38.07 Eagle/Pacific noted that the updated landscape drawings indicate that the existing papaerback trees adjacent to the west side of the Child Care Center are indicated to be removed. Mike McLane will obtain clarification from Perldian International. Post Meeting Note: 1110/97 -Steve Kellogg reported that the existing paperback trees should remain 39.01 Eagle/Pacific noted that the three trees at the back of the site, between the Child Care Center and the gas flare, will be sifting on top of the Monterey \Formation and may suffer from drainage problems if planted in those positions. Mike McLane reported that Peridian International suggested moving the trees 5 to 10 feet toward Pacific Coast Highway. 39.02 Eagle/Pacific is currently installing plants on the PCH berm The jute material is being installed and rototilling will commence as soon as the site dries out from the recent rain storm. 39.03 Eagle/Pacific is installing the lower irrigation line on the berm of PCH starting on Monday 1/20/97. The temporary plywood will be split to V wide and 1 sandbag row will be replaced on top of it. The French drain will remain covered until the rainy season is over. 39.04 Roger Ledbetter reported that the gas flare blower is making loud noises and probably will not last much longer. Mike McLane has noted the noise coming from the blower and has already notified Geo- Science Analytical and Hobbs/Bannerman of the problem. FILE: 1214CN41.DOC -MEETING 41 01/17/97 Conference Notes Page 5 39.05 Eagle/Pacific was concerned about the irrigation layout between the Child Care Center and the gas flare. Mike McLane will request that Steve Kellogg visit the site to review the sprinkler coverage. 40.01 Hobbs/Bannerman reviewed the gas flare drawings for those present. Some of the changes from the previous drawings were noted: • There now will be two blowers that will service the flare. One blower is designed be a 100% back up system. • This system will now have the capability to adjust the flow rate to the blowers. ■ The flare will be provided with an automatic flare ignition system. ■ The system will have programmable controls. • The concrete pad for the equipment will be enlarged. • The gas flare will be fitted with a stack that conceal the flame. • The gas flare will be mounted on a pedestal approximately 10' above grade. 40.02 Leif Thompson noted that the changes to flare system will provide more flexibility. in addition the changes will allow alternate technology to be tested at site. 40.03 Hobbs/Bannerman reported limitations of the liquid scrubbing system. Basically the liquid scubbing system requires higher pressures to operate efficiently and allow the gas to be transported to the Hoag Upper Campus. It will require two scrubbers. The first scrubber will clean the gas to 10 parts per million. The second scrubber will clean the gas one part per million. 40.04 Leif Thompson noted that the goals for the flare project. Hoag's first priority is to make the existing system operational and safe. The second objective for Hoag is for the gas system to meet AQMD requirements and allow the gas to be reused. 40.05 An alternate to the liquid scrubber system would be a sulfur treatment system. This would require larger tanks, 8' diameter by 22' high. The sulfur treatment process uses a brown granular material that when saturated becomes a non -hazardous material. It is often used as a soil amendment or it could be disposed of at a non -hazard dump. 40.06 Hobbs/Bannerman reported that the original gas flare design, done by others, had a number of flaws that would not allow the system to meet the requirements of Hoag nor the governing agencies. 40.07 it was noted that cost for the flare project will be partly paid by CALTRANS with a $750,000 grant. Hoag will be reimbursed on a 50/50 Cost Share Basis. 40.08 Geo-Science Analytical reported that the original plans for the flare received AQMD approval to operate the flare. It was the City requirement that the gas be scrubbed. The previous plans were submitted and approved by AQMD. 40.13 Louis Pandolfi noted that the previous design for the flare system included a seismic shutoff device. This was an original requirement from the City of Newport Beach. However, after further review with Hobbs/Bannerman, it was agreed that in the event of an earthquake it would be far better for the system to remain operational if possible rather than to automatically shutdown. This is due to the fact that the gas will build up underneath the ground surface if not allowed to vent. In addition, with the number of alarms and monitors that will be on the current system Hoag would be notified of any problems during a seismic activity and can react accordingly. 40.15 It was noted that the existing blower is making considerable noise and is not expected to last more than a few days. Estimated cost to replace the existing blower was approximately $2600 to $3000. Leif Thompson requested to Hobbs/Bannerman confirm delivery of the new blower and final costs. FILE:1214CN41.DOC - MEETING 41 0 01/17/97 Conference Notes Page 6 Post Meeting Note:-1/15/97 - After further review at the site, Geo-Science Analytical notified Hoag that the existing blower may not last more than 24 hours. Pego Systems was contacted and a rebuilt blower was available. It could be on site by Thursday morning (1/16/97). The approximate cost of the blower was $850 plus installation. Pego Systems would rent the used blower to Hoag for 1 to 2 months for the price of the new blower, after the 2 months Hoag would own the blower or it could be returned to Pego Systems for nominal refund. Mike McLane contacted Pego Systems ordered the blower and the Installation, Taylor & Associates will issue a check to Pego Systems for the cost of the blower and the estimated installation price. Final installation costs and miscellaneous materials costs will be forwarded to Taylor & Associates by Pego Systems. Taylor & Associates forward the final billing to Hoag for payment. 37.08 Peck/Jones reported that they have received a bill from Southern California Edison for the power that was cut during excavation several months ago. Coast Pipeline and Hoag have reported receiving duplicate bills for the same work. Coast Pipeline will contact the Edison representative to set up the meeting at the site to discuss this issue. 1108/97 - Herb Gallegiy reported that Edison postponed the meeting. 37.10 Pebk/Jones reported that the residents on the south side of Pacific Coast Highway have requested that the parking lot lights be turned off at an earlier time each night. Post Meeting Note: Leif Thompson agreed to have the parking lot lights turned off by 9 pm. The two light standards designated as night lights, however, will remain on during the night. 1/08/97 - Leif Thompson requested that all lights be turned off by 8 pm until the problem is resolved. 38.01 Perk/Jones reported a request for the final Compaction Report from Law/Crandall. Law/Crandall has indicated that the report will be done 1/13/97. 38.02 Peck/Jones requested a final letter for grading approval from Dave Boyle. Dave Boyle indicated that he will need as -built data from Coast Pipeline. Herb Gailegly reported that Coast Pipeline will complete their as -built data by 1/13/97. Dave Boyle indicated it would take approximately one week for the final Record Drawings to be completed. 1/16197 - Dave Boyle received the as builts on 1/14/97, and is currently working on the Record Drawings. 38.06 The parking lot lights were discussed Briggs Electric reported that they are attempting to obtain clarification from the lighting manufacturer, in regards to the type of light baffles that may be available. Mike McLane reported that Davidovich & Associates is also trying to contact the lighting manufacturer on the same issue. 1115/97 - Roger Ledbetter has made contact with the manufacturer. A catalog and a homeshfeld cut sheet is enroute to him. 38.08 Peck/Jones requested that Davidovich & Associates perform their punch list. Mike McLane will contact Cesar Borroso. 1/16/97 - Peck/Jones reported that Davidovich has not performed the punch list. FILE:1214CN41.DOC - MEETING 41 01/17/97 Conference Notes Page 7 40.09 Hobbs/Bannerman reported that in order to expedite construction of the flare several components that have long lead time s should be ordered as soon as the -design is completed. Lead time is expected to be 6 to 10 weeks for certain items. It was noted that these components have published prices. 40.10 The City reported that the project is required to be bid for construction. However, since the project was originally approved and construction started by Unit Construction, a subsidiary of Hobbs/Bannerman it may be possible that the project with the alterations will not have to be bid. This item will be further reviewed by Peggy Ducey of the City of Newport Beach. 40.11 Gas piping was discussed. Leif Thompson reported that Hoag will submit revised plans for the gas flare and the new blower system to the City and AQMD. Hoag will also apply for an exception to the scrubber requirements per Rule 431.1. 40.12 Hobbs/Bannerman provided manufacturers literature for several of the system components. It was noted that the blower system will produce anticipated noise levels of 91 dba at approximately 3' from the source. Leif Thompson requested that Taylor & Associates contact Mestre/Greve and obtain a proposal for a noise report for review by the City of Newport Beach. 40.16 Leif Thompson requested that Mike McLane obtain the original City approved gas flare drawings from Greg McClure. NEW ITEMS: 41.01 The gas flare drawings were discussed. The original design for the gas flare was originally approved by AQMD and the City of Newport Beach. Midway through the construction of the project, in 1995, the project was stopped and State Legislation and Cal Trans studies took place. Due to the deteriorating conditions of the existing flare, Hoag Hospital decided to revisit the design plans for construction. The original design firm elected not to be a part of the modification process. Therefore, Hoag Hospital contracted with Hobbs/Bannerman to make modifications to the original flare design for reapproval by the City of Newport Beach and the AQMD. The purpose of today's meeting was to reintroduce the project to the City and to discuss resubmittal of the plans for approval. 41.02 It was noted that the existing flare system was currently burning methane and hydrogen sulfide gas from three existing gas wells on Hoag property and a gas collection line on City property. At the present time, the existing flare system is in need of repair. On January 16, 1997, a new blower unit was installed. Additional repairs, if required, will be done on an as needed basis, until the new flare system can be constructed. 41.03 Modifications to the original flare design were discussed by Hobbs/Bannerman. Some of the modifications area as follows: ■ There will now be two blowers that will service the flare. One blower is designed to be a 100% back up system. • The system will now have the capability to adjust the flow rate to the blowers. ■ The flare will be provided with an automatic flare ignition system. • The system will have programmable controls. ■ The concrete pad for the equipment will be enlarged. • The gas flare will be fitted with a stack that conceals the flame. • The gas flare will be mounted on a pedestal approximately 10 feet above grade. ■ An alarm system will be installed for high level shutdown, and a high discharge shutdown. 41.04 Hobbs/Bannerman also reported that the original flare design incorporated a seismic shut off valve. It is the opinion of Hobbs/Bannerman and Hoag Hospital, that the seismic shut off valve could be detrimental, rather than protective, if installed. If there is a seismic event, it would be better that the flare FILE:1214CN41.DOC - MEETING 41 • i 01/17/97 Conference Notes Page 8 remain operational if possible. If the flare were shutdown, even though it was not damaged, noxious gases would build up below ground level, and in a relatively short time, vent themselves at the ground level surface. This would present not only a fire danger, but also danger from the hydrogen sulfide gas. The new flare system will be installed with multiple alarm devices that will notify the Hospital of problems with the flare, even during a seismic event. In addition, Hobbs/Bannerman has designed flexible connections from the underground piping to the flare components, to allow movement during a seismic event. If an event causes the flare to blow out, the blower system will automatically shutdown.The Hospital can then, react.accordingly. 41.05 Hobbs/Bannerman also pointed out that with the redesign of the flare system, the efficiency of the system will be increased. 41.06 The City noted that this type of project is considered an industrial project, and not normally reviewed by the City, except for plumbing and electrical code issues. However, in this case, the Planning Department will also review the project along with Public Works and the Fire Department. 41.07 The Newport Beach Fire Department stated that they may elect to have this project reviewed by an outside consultant as a third parry review. Mike Macey will contact Mike McLane of Taylor & Associates to notify Hoag of the Fire Department's intentions. 41.08 Peri Muretta discussed funding for the flare project. She indicated that Cal Trans has $750,000 committed to the project to reimburse Hoag on a 50/50 shared cost basis, The project has also received City of Newport Beach, City Council approval. 41.09 The long term plans for the flare were discussed. Peri Muretta noted that the proposed modifications to the flare design are an Interim solution to the flare problem. The purpose of the modifications is to Improve the safety and the efficiency of the flare. There have also been some discussions of relocating the flare completely to an alternate location, at some time in the future. Further discussion of the ultimate operation and location of the flare will be discussed with the City. The next scheduled meeting is 6/30/97. 41.10 Faysal Jurdi requested that a brief written description of the flare modifications be submitted with the plans at the time of resubmittal. Per! Muretta will coordinate the efforts in preparing this document. 41.11 Mike Maronta noted that the existing flare is a single flare with a single blower. Louis Pendoifi noted that the flare services gas wells less than 100 feet deep. 41.12 The proposed plans for the flare will Include blowers and flare components that will allow gases to burned. The system will also be design for future scrubbing needs. 41.13 Mike Maronta noted that the proposed flare design includes several alarm systems, such as a hydrogen sulfide alarms near the flare and the blower, 41.14 The schedule for the City's plan check review was discussed. Because of the sensitive nature of this project, the City of Newport Beach has agreed to give this project priority status, One week for plan check review was agreed to by the City. However, Faysal Jurdi noted that the nature of the project may require additional time. The City will make every effort to keep the review time to a minimum. 41.15 Faysal Jurdi requested that four sets of plans along with the Summary Report of the project be submitted to the City at the time of plan check. 41.16 Operation of the flare was discussed. Leif Thompson noted that presently Hoag Engineering is responsible for operating the flare. During construction the contractor will take care of the operation and maintenance of the existing flare. Upon completion of the project, Hoag Engineering will resume responsibility of the flare. Hoag also reserves the rightto subcontract maintenance. FILE: 1214CN41.DOC - MEETING 41 01/17/97 Conference Notes Page 9 41.17 Leif Thompson noted that the flare system is considered the beta test site. During initial operations of the new flare system, Geo-Science Analytical will be monitoring how the system is functioning. Possible adjustments to the design may be required. 41.18 Faysal Jurdi noted that the City may ask for a maintenance program from Hoag Hospital. Mike Maronta noted that until the flare is constructed and tested the exact requirements of the maintenance program will not be known. 41.19 Submittal of the revised plan was further discussed. It was estimated that plans will be complete and ready for submittal to the City in approximately one week. 41.20 Gas flare monitoring was further discussed. Hoag indicated that they will be responsiblefortracking historical data collected from the gas flare monitors. The City Fire Department indicated that they monitor data on a quarterly basis, but they may also want access to Hoag's historical data in the future. 41.21 Faysal Jurdi requested that Hobbs/Bannerman include a schedule of events on the drawings that indicate how the flare system functions. 41.22 Monitoring of the gas system was further discussed. Leif Thompson suggested that base measurements for gas production be taken around various parts of the site and local area. This will provide a datum point for comparison of how the system is functioning in the future. 41.23 It was noted that the flare stack will conceal the flare from view, once construction is completed. Faysal Jurdi requested that Peri Muretta notify Genie Garcia of the City of Newport Beach Planning Department so that she is aware of how the flare will be operating once it is completed. 41.24 Peri Muretta will collect copies of, previously approved methane gas studies for the City review. The meeting was concluded. Next Scheduled Meetings: Date Time 1 /22/97 8:00 am Site Parking Lot Construction Meeting The above summary documents our understanding of the items discussed in the referenced meeting. Unless notice is received to the contrary within five (5) days, the notations will be considered acceptable. TAYLOR & ASSOCIATES ARCHITECTS Michael K. McLane, AIA Owner's Representative Attachments: Project Directory FILE: 1214CN41.DOC - MEETING 41 0 0 01/17/97 Conference Notes Page 10 DIRECTORY Hoag Facilities Design and Construction FAX: 714-646-7741 301 Newport Blvd., Box 6100 Newport Beach, California 92658.6100 Foulke, Pete Exec. V. P. Corporate Services 714.760-2250 Keeley, Luke Manager, Power Plant 714-760-5899 ® McClure, Greg Project Manager, FD&C 714-646.2559 ® Thompson, Leif Vice President, FD&C 714-646-8901 Whisenant, Lloyd Director, Communications/Security/Safety 714-760-2004 City of Newport Beach VAX: 714-644-3250 3300 Newport Boulevard, P.O. Box 1768 (Planning) Newport Beach, California 92659.1768 Baltera, Ray Senior Building Inspector 714-644-3261 Burnham, Bob City Attorney 714-644-3131 Dalton, Lloyd Project Engineer/Arches Project 714- 644-3328 Debay,Jan Mayor Pro Tern 714-645.0919 Divan, Janet Associate Civil Engineer 714-644.3349 ® Ducey,Peggy Assistant to the City Manager 714-644-3002 Edmonston, Richard,P.E. Traffic Engineer 714.644-3345 ® Garcia, Genia Associate Planner 714-644-3208 Hoffstadt, Richard Subdivision Engineer 714-644.3311 ® Jurdi, Faysal Chief Plan Check Engineer 714-644.3275 Lockard, Dennis Fire Marshall 714-644-3106 Lomeli, Marcelino Park &Tree Maintenance Superintendent 714-644-3162 Sinacod, Michael Utilities Engineer 714-644-3011 Temple, Patricia Planning Manager 714-644.3225 Wong, Gil Public Works 714.644-3311 Macey, Mike Fire Department David A. Boyle Engineering FAX: 714-957.8499 2076 S. Grand Avenue Santa Ana, CA 92705 ® Boyle, Dave Principal Engineer 714-957-8144 Perf Muretta FAX: 714-581-7170 3 Regalo Mission Viejo, CA 92692 ® Muretta, Peri Consultant 714-588.6090 Taylor & Associates Architects FAX: 714-574.1338 2220 University Drive, Suite 200 Newport Beach, CA 92660 ® McLane, Michael Owner's Representative 714-574-1325 FILE:1214CN41.DOC - MEETING 41 L • 01/17/97 Conference Notes Page 11 Peck/Jones Contractor FAX: 310-470-3175 10866 Wilshire Boulevard Los Angeles, CA 90024 ® Kane, Bill Project Manager 310-470-1885 ® Ledbetter, Roger Superintendent 714-329-2114 Coast Pipeline Corp. Site Utility Subcontractor P.O. Box 5711 Orange, CA 92667 Gailegly, Herb 714-998-0550 Salsbury Engineering Grading Subcontractor 2465 West La Palma Avenue Anaheim, CA 92801 Salsbury, Greg 714-527-2121 Townsend, Jim 714-527-2121 Leighton and Associates FAX: 714-250-1114 17781 Cowan Irvine, CA 92714 Gath, Eldon M., CEG Principal Geologist 714-250-1421 x216 Poormand, Iraj, GE Senior Executive Vice President/Principal 714-250-1421 x220 Steiner, Edward A., CEG Director of Geology 714-250-1421 x230 GeoScience Analytical, Inc. FAX: 805-526-3570 4454 industrial Street Simi Valley, CA 93063 Pandolfi, L ouis 805-526-6532 Rust, Fleet, Ph.D. President 805-526-6532 Geo Remediation, Inc. FAX: 3002 Dow Ave., 414 Tustin, CA 92680 Ed Cieslak Vice President/ Sr. Chemist 714-573-0435 Law/Crandall incorporated FAX: 213-721-6700 200 Citadel Drive Los Angeles, CA 90040-1554 Lew, Marshall Vice President & Principal Engineer 213-869-5300 O'Braitis, Bill Project Geologist 213-889-5300 Schade,Paul Senior Engineer 213-889-5300 Haffley, Jerry Inspections 213-889-5318 FILE:1214CN41.DOC - MEETING 41 01/17/97 Conference Notes Page 12 Davidovich and Associates FAX: 310-348.5102 6059 Bristol Parkway, 2' Floor Culver City, CA 90230 Borroso, Cesar Project Manager 310-348-5101 Perldian International, Inc. FAX: 714-676.9992 28th Street Marina 2600 Newport Blvd., Suite 130 Newport Beach, CA 92663 Kellogg, Steve, ASLA Associate 714-675-2445 California Coastal Commission 245 W. Broadway, Suite 380 Long Beach, CA 90802.4416 Vaughn, Meg Staff Analyst 310.590-5071 Chambers Group FAX: 714-261-8950 16700 Aston Irvine, CA 92619.7002 Mason, Roger D., Ph.D. Director of Cultural Resources 714-261-5414 Roeder, Mark Paleontologist 714-261-5414 Reeves, Diane Archaeologist/Paleontologist Monitor 714-261.5414 William Rabben, ASLS FAX: 714-470.0230 23 Chickadee Aliso Viejo, CA 92656 Rabben, William Landscape Architect 714-470-0230 Hobbs/Bannerman Engineering Gas Flare Engineer FAX: 310-404.9636 17000 Marquardt Avenue Cerritos, CA 90703 ® Maronta, Mike President 310.404-6565 Chambelin, Joe Engineer 310.404-6565 Unit Construction FAX: 17000 Marquardt Avenue Cerritos, CA 90703 Horgeve, Larry Gas Flare Contractor 310-409-8433 Regional Water Quality Control Board FAX: 909-781-6288 3737 Main Street, Suite 500 Riverside, CA 92501.3339 Besan, Susan Sanitary Engineering Technician 909-782.4902 FILE:1214CN41.DOC - MEETING 41 I 9 01/17/97 Conference Notes Chuck McKinley Maintenance Products Inc. 2117 Main Street Suite 10-75 Huntington Beach, CA 92648 Chuck McKinley Fossil Filter Maintenance Company ® Indicates distribution of Meeting Minutes 89 Attendance at the next scheduled meeting is required. Page 13 FAX: 714-536-1444 714-374-9599 FILE:1214CN41.DOC - MEETING 41 TRANSMITTAL 2220 UNIVERSITY DRIVE, SUITE 200 - NEWPORT BEACH, CALIFORNIA 92660 _ ` TAY, L O R 714 574/1325 FAX 714 574,1330 • & ASSOCIATES ARCHITECTURE AND INTERIOR DESIGN A R C H I T E C T S • E TO i . - - DATE: / CITY OF NEWPORT BEACH - PLANNING June 10, 1997 -PROJECT NUMBER. 3300_Newport Boulevard - 1406.00 PROJECT. Newport Beach, CA 92663 " . " HOAG MEMORIAL HOSPITAL PRIES. AnENnoN' Genia Garcia GAS FLARE'. WE ARE SENDING YOU VIA' Hand Carry THE FOLLOWING ITEMS: _PRINTS _ORIGINALS _OTHER (SEE DESCRIPTION BELOW)• L NO OF ITEMS DATE DESCRIPTION sets 6/07/97 Gas Flare Construction Drawings Y • THESE ARE TRANSMITTED AS CHECKED BELOW _Z(_FOR APPROVAL --_.FOR YOUR USE AS REQUESTED FOR REVIEW AND COMMENT y REMARKS Y Per! Muretta requested that I deliver these drawings to you for the Coastal Commission process. Please review and stamp them. Peri will pick them up and hand carry them to Coastal Commission bn Wednesday morning. j corvro.Flle FRAM; Mike McLane RECEIVED BY PLANNING DEPARTMENT PITY OF NFWPORT BEACH AM APR 111994 PM 718,9110111112111213141516 r , HOAG MEMORIAL HOSPITAL PRESBYTERIAN 301 NEWPORT BOULEVARD • BOX 6100 • NEWPORT BEACH, CALIFORNIA 92658-6100 • PHONE (714) 645-8600 March 29. 1994 Gaurang Rawal South Coast Air Quality Management District 21865 East Copley Drive Diamond Bar, California 91765 Reference: Permit to Construct #272857 Dear Mr. Rawal: As part of the mitigation monitoring program for the Final Environmental Impact Report for the Hoag Master Plan, the following mitigation measure was included: 65. If required by the Southern California Air Quality 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. On February 9, 1994, the SCAQMD granted Hoag Hospital an extension (to December 9, 1994) on its permit to construct (#272857) for modification to its existing waste gas collection system (by relocation of Its flare and additional sulfur treatment system). The above mitigation requirement was not made a condition of the original permit or the extension. A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HOSPITALS 0 Letter to Mr. Rawal South Coast Air Quality Management District -Page 2 So that we may confirm compliance, we request that the District provide us with an example of a model that is acceptable to the District, if the air dispersion model is required. If the model is not required, we also request your response; but Hoag Hospital and the City of Newport Beach will assume that the model is = required if you do not respond in 15 days (April 15). Sincerely, �' Leif N. Thompson, A A Vice President Facilities Design & Construction LNT:bw c: Pete Foulke Genia Garcia, City of Newport Beach Per! Muretta File: 1250.39-31.10 -P rmt.272857 IN HOAG MEMORIAL HOSPITAL PRESBYTERIAN 301 NEWPORT BOULEVARD • BOX 6100 • NEWPORT BEACH, CALIFORNIA 92658-6100 • PHONE (714) 645-8600 April 25, 1994 Genia Garcia Associate Planner City of Newport Beach 3300 Newport Boulevard, P.O. Box 1768 Newport Beach, California 92659-1768 Reference: Master Plan EIR Subject: Mitigation Measure #65 Dear Genia: Enclosed is a copy of the letter that we sent to the South Coast Air Quality Management District regarding Mitigation Measure #65 of the Hoag Master Plan Final Environmental Impact Report. As we agreed, and as •is stated in the letter, if the District did not provide information requiring an air dispersion model within 15 days (by April 15), we would assume that no model would be required. It has been 27 days, and we have not received a response from the District. We, therefore, request that Mitigation Measure #65 be deemed complete by the City of Newport Beach. Sincerely, .I49Ig--r74AaAA7&`" Leif N. Thompson, AIA Vice President LNT:bw RECEIVED BY PLANNING DEPARTMENT File: 1250.16-36.31-Meas.#65 CITy OF NEWPORT BEACH APR 281994 Pill7��I�Ii�lU1121112131�15i6 A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HOSPITALS 1 0. v., HOAG MEMORIAL HOSPITAL PRESBYTERIAN 301 NEWPORT BOULEVARD • BOX 6100 • NEWPORT BEACH, CALIFORNIA 92658-6100 • PHONE (714) 645-8600 March 29, 1994 Gaurang Rawal South Coast Air Quality Management District 21865 East Copley Drive Diamond Bar, California 91765 Reference: Permit to Construct #272857 Dear Mr. Rawal: As part of the mitigation monitoring program for the Final Environmental Impact Report for the Hoag Master Plan, the following mitigation measure was included: 65. If required by the Southern California Air Quality 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. On February 9, 1994, the SCAQMD granted Hoag Hospital an extension (to December 9, 1994) on its permit to construct (#272857) for modification to its existing waste gas collection system (by relocation of its flare and additional sulfur treatment system). The above mitigation requirement was not made a condition of the original permit or the extension. A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HOSPITALS Letter to Mr. Rawal South Coast Air Quality Management District -Page 2 So that we may confirm compliance, we request that the District provide us with an example of a model that is acceptable to the District, if the air dispersion model is required. If the model is not required, we also request your response; but Hoag Hospital and the City of Newport Beach will assume that the model is W required if you do not respond in 15 days (April 15). Sincerely, Leif N. Thompson, A A Vice President Facilities Design & Construction LNT:bw c: Pete Foulke Genia Garcia, City of Newport Beach Peri Muretta File: 1250.39-31.10-P rmt.272857 f57 HOAG MEMORIAL HOSPITAL PRESBYTERIAN 301 NEWPORT BLVD. • BOX 6100 • NEWPORT BEACH, CA. 92658-6100 MEMORANDUM Date: August 2, 1994 To: Genia Garcia Associate Planner City of Newport Beach 3300 Newport Boulevard, P.O. Box 1768 Newport Beach, California 92658-1768 From: Greg McClure Project Manager Facilities Design & Construction Reference: Hoag Project No. 1250.27 Lower Campus Gas Flare Subject: Mitigation Measure No. 57 Comments: Mitigation Measure No. 57 requires that "a study shall be conducted that characterizes the wells, the influent gas, and the effluent of the flare. This study shall characterize the gas over a period of time, to allow for potential fluctuations in concentration and rate." A study entitled, "Preliminary Geochemical Site Evaluation of Existing Relief Wells, Gaseous Flare, Soil, Water and Air on a Portion of Hoag Memorial Hospital Presbyterian Property, Newport Beach, California" by GeoScience Analytical, Inc., was prepared as part of the Master Plan EIR process (see Final EIR, Volume 7, Appendix Q. This study is also enclosed. The abovementioned study characterizes the wells, influent gas and effluent gas prior to flare relocation/scrubber installation (base case study). Once the project is completed, a follow-up study will be undertaken. GMc: bw Enclosure Flle: 1250.27-3 6.31-MIT.57 PRELIMINARY GEOCHEMICAL SITE EVALUATION OF' EXISTING RELIEF WELLSo GASEOUS FLARE, SOILv WATER AND AIR ON A PORTION OF HOAG MEMORIAL HOSPITAL PRESBYTERIAN PROPERTY NEWPORT BEACHe CALIFORNIA 22 APRIL 1992 • PREPARED FOR: LSA ASSOCIATES INC. IRVINE, CALIFORNIA PREPARED BY: GEOSCIENCE ANALYTICALt INC. 4454 INDUSTRIAL STREET SIMI VALLEYS CA 93063 I� • n •1. THE INFORMATION CONTAINED HEREIN IS SUBMITTED FOR THE SOLE AND EXCLUSIVE USE OF LSA ASSOCIATES INC. AND THE CITY OF NEWPORT BEACH AND SHALL NOT BE DISCLOSED OR FURNISHED TO ANY OTHER ENTITY, CORPORATION, OR THIRD PARTY, FOR PURPOSES OUTSIDE•THE SPECIFIC SCOPE AND INTENT OF THIS CONTRACT, WITHOUT THE EXPRESS WRITTEN CONSENT OF GEOSCIENCE ANALYTICAL, INC. ANY UNAUTHORIZED DISSEMINATION OR REUSE OF THIS DOCUMENT WILL BE AT THE USER'S SOLE RISK AND WITH THE CONDITION THAT GEOSCIENCE ANALYTICAL, INC. BE HELD HARMLESS FROM ANY AND ALL CLAIMS FOR LOSSES OR DAMAGES AND EXPENSES ARISING OUT OF OR RESULTING FROM SUCH UNAUTHORIZED DISCLOSURE OR REUSE. THE ENVIRONMENTAL SERVICES OUTLINED IN THIS REPORT HAVE BEEN CONDUCTED IN ACCORDANCE WITH CURRENT PRACTICE AND THE STANDARD OF CARE EXERCISED BY ENVIRONMENTAL CONSULTANTS PERFORMING SIMILAR TASKS IN THE SOUTHERN CALIFORNIA AREA. • ONLY LIMITED SAMPLING AND CHEMICAL ANALYSES WERE INCLUDED IN THIS ASSESSMENT. IN THE EVENT ANY CONDITIONS DIFFERING FROM, OR ADDITIONAL TO, THOSE DESCRIBED IN THIS ASSESSMENT ARE ENCOUNTERED AT A LATER TIME, GEOSCIENCE ANALYTICAL, INC. RESERVES THE RIGHT TO REVIEW SUCH CONDITIONS AND TO MODIFY, AS APPROPRIATE, THE ASSESSMENTS AND ANY CONCLUSIONS PROVIDED IN THIS REPORT. w � IC VJ Fleet E. Rust, Ph.D. Registered Environmental Assessor Rusr.,�o et NO.01680 J* EXP. JUNE b0.17 v. A CA41 • �a,L' CONTENTS 1.0 Contractor's Disclaimer 4 2.0 Summary 6 3.0 Field Sampling Procedure . 10 4.0 Analytical Methods . 13 5.0 Results and Discussion 16 6.0 Appendices 21 6.A. Figure 1: Site Plan 22 6.B. Figure 2: Flare Thermal Gradient 23 6.C. Table 1: Sampling Site Locations 24 6.D. Table 2: CI-C4 Hydrocarbons in Gas 31 6.E. Table 3: CS-C7 Hydrocarbons in Gas 34 6.F. Table 4: CO2, 02 and N2 in Gas . 37 6.G. Table 5: Hydrogen Sulfide and Sulfur Dioxide in Gas . 41 6.H. Table 6: Corrosivity of Water and Soil 43 6.1. Table 7: Aromatic Hydrocarbons in Gas 44 6.J. Appendix B: Health and Safety Plan 46 6.K. Appendix C: Chain -of -Custody Records 69 6.L. Appendix D: Laboratory Results . 77 h - 4 - 1.0 CONTRACTOR'S DISCLAIMER PROFESSIONAL SERVICES HAVE BEEN PERFORMED BY GEOSCIENCE ANALYTICAL, INC. USING THAT DEGREE OF CARE AND SKILL ORDINARILY EXERCISED, UNDER SIMILAR CIRCUMSTANCES, BY REPUTABLE GEOCHEMISTS IR SOUTHERN CALIFORNIA. OR IMPLIED, IS MADE AS TO THE THIS REPORT. NO OTHER WARRANTY, EXPRESSED AND ADVICE INCLUDED IN WE HAVE NOT INSPECTED OR PASSED JUDGMENT UPON THE WORK OF ANY OIL COMPANY, THEIR CONTRACTORS OR THEIR SUBCONTRACTORS, IN CAPPING OIL OR GAS WELLS LOCATED ON THE SUBJECT PROPERTIES WHICH ARE IDENTIFIED IN THIS REPORT. WE HAVE NOT REVIEWED ANY PUBLIC OR PRIVATE RECORDS, IN SEARCH OF THE EXISTENCE OR LOCATION OF OTHER OIL OR GAS WELLS, HIDDEN, VISIBLE, OLD OR INADEQUATELY CAPPED, WHICH MIGHT BE LOCATED ON OR NEAR THE SUBJECT PROPERTY, WHETHER SUCH WELLS MIGHT BE KNOWN OR UNKNOWN TO THE CALIFORNIA DIVISION OF OIL AND GAS. WITHOUT IN ANY WAY LIMITING OR QUALIFYING THE FOREGOING, BY REQUESTING OR RELYING UPON THIS REPORT, YOU WILL BE DEEMED TO ACKNOWLEDGE: (1) WE ARE NOT TO BE HELD LIABLE BY YOU, OR ANY PARTY CLAIMING THROUGH YOU, OR ANY PERSON INJURED UPON THE PROPERTY, FOR ANY LOSS, COST, LIABILITY, EXPENSE, ATTORNEYS FEES AND COSTS, OR CONSEQUENTIAL DAMAGES OCCURRING AS A RESULT OF ERRORS OR OMISSIONS ON THE PART OF THE STATE OF CALIFORNIA, THE CITY OF NEWPORT BEACH, THE REDEVELOPMENT AGENCY OF THE CITY OF NEWPORT BEACH, OR ANY OIL COMPANY, OR THEIR CONTRACTORS OR I - 5 - • • • SUBCONTRACTORS IN CAPPING THE OIL OR GAS WELL(S) IDENTIFIED IN THIS REPORT, OR: (2) AS A RESULT OF BREAKAGE OF OR SEEPAGE FROM UNDER THOSE OIL OR GAS WELL CAPS, OR AS A RESULT OF THE MIGRATION AND SUBSEQUENT EXPLOSION OF BIOGENIC GAS, AS A RESULT OF EARTH -SHAKING ASSOCIATED WITH EARTHQUAKES, EXPLOSIONS, EXCAVATION, DEMOLITION, SEISMIC VELOCITY TESTING, SOIL TESTING, WELL DRILLING OR THE LIKE; AND (3) WE HAVE DISCLOSED TO YOU THAT, IN OUR OPINION AS PROFESSIONAL GEOCHEMISTS, IT IS UNWISE TO BUILD STRUCTURES OR PAVED SURFACES OVER ABANDONED OIL OR GAS WELLS, OR WITHIN A HIGH POTENTIAL METHANE ZONE, GIVEN THE RISKS DESCRIBED IN (2) ABOVE, WITHOUT SATISFACTORY MITIGATION. - 6 - 2.0 SUMMnRY • Hoag Memorial Hospital Presbyterian (Hoag Hospital) has submitted an application for development which is the subject of a Draft Environmental Impact Report dated October 1991 that is currently undergoing review by the City of Newport Beach. Part of that Master Plan addresses future development of the "Lower Campus": a parcel of land immediately to the north of West Coast Highway, east of Superior Avenue and below the Newport Bluffs which is the site of Villa Balboa and Sea Faire Condominiums. Concerns have been raised about possible adverse affects soil gas conditions on the Lower Campus may have during construction of new facilities and further into the future. In order to address those concerns GeoScience Analytical, Inc. was retained by LSA Associates, Inc. to undertake a preliminary soil, surface water and atmospheric gases sampling and analytical program. Neither LSA Associates, Inc. as Client, nor Hoag Hospital, as property owner, placed any constraints on the Contractor, nor did they suggest any interpretation of the data which were generated prior to completion of this report. On account of the preliminary nature of this study and the limited number of locations sampled hereunder, individual results may vary due to wind velocity, wind direction, barometric pressure, air temperature, and other variables. Three gas extraction wells currently exist on the Lower Campus •I 01 - 7 - . site which are removing approximately 51000 MCF of subterranean gas per month from well depths as great as 100 feet below grade (Ninyo & Moore, "Assessment of Hydrogen Sulfide and Methane Gas Hoag Hospital Master Plan", January 14, 1992). Currently this gas is being flared. Before combustion, the gas contains approximately 4,000 ppm (v/v) of hydrogen sulfide and is 46.0% by volume methane along with carbon dioxide (14.0%), nitrogen and oxygen. The nitrogen and oxygen are thought to be derived from ambient air. The oxygen concentration has been significantly depleted as a result of bacterial methane oxidation. The gas was extremely "dry" in that it contained only trace levels of heavier homologues of methane indicative of an early diagenetic production and/or in • situ biodegradation. After flaring, preliminary results indicate that the methane is reduced to background levels and hydrogen sulfide is below the limits of detection in the air (0.1 ppm v/v). The combustion product of hydrogen sulfide, sulfur dioxide, is also beneath the limits of detection (0.1 ppm v/v) in all samples analyzed. Air samples collected from both the building interiors and roof vents of subterranean vent systems beneath the Child Care and Cancer Centers contained only background concentrations of methane with hydrogen sulfide below the limits of detection. Soil gas samples collected from the area of the wetlands and surrounding near surface soils contained methane concentrations 0 from 8.1 ppm to 3,360 ppm or 6.3% of the lower explosive limit. 8 - Prior to the installation of gas remediation systems along West Coast Highway and within the Newport Beach Townhomes, this same area of the wetlands and surrounding soils contained concentrations of methane as high as 536,000 ppm (GeoScience Analytical, Inc., "Geochemical Investigation of near Surface Hydrocarbon Gas Accumulatlions in Soil on a Portion of Newport Beach Townhomes and 43rd and 44th Streets", March 22, 1990). With installation of two passive gas extraction systems, however, the surficial combustible gas concentrations have been reduced by more than 99.0% from 536,000 ppm to a high of 4,762 ppm. Carbon dioxide (CO2) concentrations within the Child Care Center and Cancer Center interior air spaces and outside in the open atmosphere were determined. Within the Child Care Center and Cancer Center the carbon dioxide concentration ranged from 1,800 to 3,000 ppm v/v and outside ambient air at 41' above ground level was 1,200 ppm. Samples recovered from the roof elevations downwind of the flare contained approximately 6,000 ppm v/v of carbon dioxide. Interior carbon dioxide concentrations were below levels of concern according to applicable Federal governmental standards (Occupational Safety & Health Administration, "Limits for Air Contaminants", July 1989, Table Z-1-A). Measurements were made for the presence of benzene, toluene, ethylbenzene and xylenes in samples recovered from within the Child Care Center and Cancer Center as well as ambient air •I 01 - 9 - and subslab vents. In all cases concentrations were less -than • the limit of detection of 0.5 ppm v/v. Flare feedstock was also analyzed for these aromatic hydrocarbons. Feedstock gas contained less than the detection limits of benzene, toluene and ethylbenzene. Xylenes were present at less than 2.0 ppm v/v in the feedstock gas. The absence of these compounds is in agreement with an immature shallow source for the gas which is produced by early diagenetic reactions at low temperature. Samples collected from the wetlands contained no aromatic hydrocarbons above the limits of detection. Soil and water corrosivities were determined on samples taken from the wetlands. All pH measurements were within the neutral range being neither acidic nor basic. • A comprehensive Health and Safety Plan, attached herewith as Appendix B, assured all aspects of site safety during all sampling activities. Anticipated elevated levels of hydrogen sulfide and methane were of primary importance. n U - 10 - 3.0 FIELD SAMPLING PROCEDURES Applicable EPA protocol was adhered to during all phases of the sampling activities (U.S. Environmental Protection Agency, "Test Methods for Evaluating Solid Wastes", Third Addition, 1986, SW-846; California Dept. of Health Services, "California Site Mitigation Decision Tree Manual", 1986). Chain -of -Custody records were maintained and are included herewith as Appendix C. A comprehensive Health and Safety Plan, attached herewith as Appendix B, assured all aspects of site safety during all sampling activities. Anticipated elevated levels of hydrogen sulfide and methane were of primary importance. 11 Gaseous samples were of two types: those collected in 1 liter • Tedlar bags and those collected in 250 cc glass containers sealed with inert teflon stoppers. Tedlar bags (SKC Type 232-01 equipped with a polypropylene valve) were filled with an oiless Dayton Speedaire pump model 2Z866. Connections between the pump and the Tedlar bag were made with 1/8" O.D. teflon tubing type TD2-03420. For sampling in remote areas such as roof vents, teflon tubing was used for the intake. For air sampling in accessible spaces such as rooms, ground level atmosphere or open space on roofs the pump intake was directly open to the atmosphere. All Tedlar bag samples, once collected, were stored in the dark. Glass sampling vessels were filled with distilled water and 0I • stoppered with a teflon septum leaving no headspace gas. Gas sampling was accomplished with a gas tight syringe and samples were stored in the glass vessels by water displacement. No atmospheric contamination or outgassing of the teflon occurs with this method. In some cases, ambient atmosphere was sampled by opening the vessel and draining the water. The container was then stoppered with a sample of ambient air within. Soil gas samples were collected by driving a four (4) foot probe into the soil with a slide hammer. A 1/8" teflon tube, described above, attached to a thin stainless steel rod was then lowered 41 into the probe hole. An air tight 60cc syringe was affixed to the uphole end'of the tubing and one sample withdrawn to flush the tubing. Samples were withdrawn and injected into • glass containers described previously. Soil samples were collected for pH measurements by removing the top 6" of soil with a spade. The soil was further disaggregated with a spatula and approximately 400 grams of soil removed with a teflon spatula and placed in a precleaned jar. The jar was sealed with a teflon lined lid and stored at ten (10) degrees Celsius in a cooler. Water samples were collected in 200cc precleaned containers by simple submergence, and were also stored at ten (10) degrees Celsius. Extraction well gas is pumped at a pressure higher than atmospheric. Therefore gas well samples required no use of secondary pumping. For tedlar bag samples, a 1/8" teflon tube • was utilized to connect the well valve on the high pressure side 12 of the pump to the polypropylene valve on the tedlar bag. The • well pump valve was "cracked" open to flush the teflon tubing of atmospheric contamination and then the inlet of the polypropylene valve on the tedlar bag was affixed to the teflon tubing and opened, allowing the bag to fill. The valve was then closed and the tedlar bag stored in the dark. The glass containers were inverted over the teflon tubing and the incoming gas simply displaced the water. The tubing was then removed and the containers stoppered. A composite sample of all the wells was obtained in this fashion. Individual wells were sampled by isolating two (2) wells and letting the in line compressor operate for five (5) minutes to flush all composite gas from the lines. Samples were then taken as described above. Temperature measurements of the flare and thermal plume were • also taken. Since the flame is approximately 20' above ground surface, the thermocouple was attached to, but insulated from, a 201 long metal pole. The thermocouple was moved to various locations within the flame and plume. At each position of a desired temperature measurement, the thermocouple was held in place until the voltage measurement stabilized. - 13 - • 4.0 ANALYTICAL METHODS Samples were analyzed by Certified Testing Laboratories, an independent testing laboratory certified by numerous California governmental agencies in addition to the Environmental Protection Agency. Chain -of -Custody forms were maintained during all aspects of the program and are made a part of the record as Appendix C, attached. Analyses were performed according to applicable EPA protocol (U.S. Environmental Protection Agency, "Test Methods for Evaluating Solid Wastes", Third Addition, 1986, SW-846) or ASTM Methods where no EPA protocol has been established. Hydrogen Sulfide/Sulfur Dioxide • Tedlar bag samples were analyzed for their H2S and/or SO2 content with a gas chromatograph equipped with a Hall detector according to EPA Method 15(mod.). All samples were analyzed within 72 hours of collection. Results are reported as parts -per -million (ppm) volume/volume. Applicable QA/QC protocol was followed including standardization, blanks and replicate analyses. Benzene/Toluene Ethvlbenzene/Xvlenes (BTXE) Tedlar bag samples were analyzed for their applicable aromatic hydrocarbon content by gas chromatography using a photo - ionization detector according to EPA Method 8020. Results are • reported as parts -per -million (ppm) volume/volume. Applicable - 14 - QA/QC protocol was followed including standardization, blanks and replicate analyses. • Corrosivity (PH) The corrosivity of the soil and water samples was measured according to EPA Method 9040 using a calibrated electrode. Results are reported as standard pH units. Applicable QA/QC protocol was followed including standardization, blanks and replicate analyses. Carbon Dioxide. Oxygen and Nitrogen Samples were analyzed according to ASTM Method D1946. Gas container samples were analyzed for their CO21 02 and N2 content • using a Carle Model 8700 gas chromatograph equipped with a thermal conductivity detector. The carrier gas is helium at a flow rate of 30 cc/min. Two stainless steel 1/811 O.D. packed columns in tandem are used for the separation: an 8.0' 50/80 mesh mixture of 80% PPN/20-% PPQ porapack followed by a 6.01' molecular sieve 5A 60/80 mesh. Quantitation is with an HP Model 3390A electronic integrator. Results are reported as parts -per -million (ppm) volume/volume. Applicable QA/QC protocol was followed including standardization, blanks and replicate analyses. CI-C7 Hydrocarbons Glass container samples were analyzed for their methane, ethane, 0 • ethylene, propane, propylene, isobutane, n-butane, isopentane, n-pentane, isohexane, n-hexane, isoheptane and n-heptane content using a model 2400 dual column Varian gas chromatograph equipped with flame ionization detectors. The separation is achieved with an 8.0' stainless steel 1/811 O.D. column packed with 100/120 mesh alumina. Temperature programming occurs from 70 - 240 degrees Celsius at 15 degrees per minute. Quantiiation is with an HP 3390A electronic integrator. Results are reported as parts -per -million (ppm) volume/volume. Applicable QA/QC protocol was followed including standardization, blanks and replicate analyses. Flame Temperature • The flame and thermal gradient plume was measured with an Omega Engineering Inc. Type K nickel -chromium alloy/ nickel -aluminum alloy thermocouple (Cromel-Alumel) affixed to a 20' steel tube. The voltage output was measured with a Model 9176 Varian strip chart recorder set at 50 mV full scale deflection. Power for the recorder was supplied by a 3500 watt generator. Results are reported as degrees Celsius. Calibration was performed before, during, and following field measurments. • - 16 - 5.0 RESULWS AND DISCUSSION Hoag Memorial Hospital Presbyterian (Hoag Hospital) has submitted a Master Plan development application which is the subject of a Draft Environmental Impact Report dated October 1991 that is currently undergoing review by the City of Newport Beach. Part of that Master Plan addresses future development of the "Lower Campus", a parcel of land immediately to the north of West Coast Highway, east of Superior Avenue and below the Newport Bluffs which is the site of Villa Balboa and Sea Faire Condominiums. Seventy-three (73) samples were collected from the soil and air of the subject property as part of the current study. Sample types and locations are identified in Table 1. The gas being supplied to the existing flare contains 46.0% methane (TAB. 2) and approximately 4,000 ppm of hydrogen sulfide (TAB. 5). These values, measured on four (4) distinct samples of flare feedstock, are in good agreement with previous studies of the well gas. The flare is currently combusting approximately 50 lbs. of sulfur, as hydrogen sulfide, per day from the production of the shallow gas extraction wells. This effluent is not creating any detectable levels of hydrogen sulfide or sulfur dioxide in the ambient air. Anticipated scrubbing of the feedstock to remove • U hydrogen sulfide will reduce the possibility of future atmospheric pollution due to sulfur from the extraction wells. • - 17 - • Air samples taken at the Child Care Center and the Cancer Center, as well as samples from throughout the site did not detect hydrogen sulfide or sulfur dioxide above the limits of detection (TAB. 5). Only trace levels of methane are present on the subject site, except for the area of the wetlands and in decaying surface vegetation. Four (4) samples taken from the roof and interior of the Child Care Center and Cancer Center were analyzed for an expected combustion product of methane, carbon dioxide, and a hydrogen sulfide combustion product, sulfur dioxide, and aromatic hydrocarbons. The background concentration of carbon dioxide in the atmosphere is approximately 350 ppm v/v in pristine environments ("Handbook of Chemistry & Physics", 53rd Addition, (. CRC Press). Automobiles, power plants and sewage decay are known large producers of carbon dioxide. Five (5) air samples taken at an elevation of approximately 15 - 35 feet above grade contained carbon dioxide concentrations of approximately 5,500 ppm v/v (TAB. 4). The existing flare effluent was calculated to contain roughly 600,000 ppm v/v of carbon dioxide which is apparently undergoing dilution by a factor of 100 in the ambient air downwind of the flare. Nine (9) samples were analyzed for sulfur dioxide and did not contain SO2 above the level of detection of 0.1 ppm v/v which suggests that the SO2 reacted by conversion to sulfate (TAB. 5). Five (5) air samples which were collected from subslab vents did ;. not contain levels of methane or other hydrocarbons above - is - background. Carbon dioxide concentrations were similar to that • found in the surrounding air. No sulfur dioxide or hydrogen sulfide were detected in the vent gases above the limit of detection of 0.1 ppm v/v (TAB. 5). The maximum temperature of the flare was measured at approximately 600 degrees Celsius (FIG. 2) which means that the gas density is about one half its normal atmospheric value. Therefore, the flare plume rises very quickly thereby mitigating any negative adverse impact on neighboring on -site buildings. The relatively low combustion temperature of the flare is caused by the very low BTU content of the gas (less than 500 BTU) which means that the formation of oxides of nitrogen is highly unlikely. The thermal gradient has been measured and is schematically represented in Figure 2. is sixteen (16) gas samples were collected at ground level throughout the Upper and Lower Campus areas and contained carbon dioxide concentrations ranging as high as 1,800 ppm v/v in a few cases during periods of reduced sea breezes (TAB. 4). These levels are the probable result of automobile exhaust and other combustion processes and do not pose a health risk. Existing governmental standards identify threshholds of 5,000 - 20,000 ppm v/v as levels of concern over extended periods of time within enclosed spaces. Five (5) representative gas samples were collected at shallow depths throughout the wetlands and surrounding areas. No samples contained hydrogen sulfide and/or sulfur dioxide at • 19 levels above the detection limit of 0.1 ppm v/v. Methane in the • air samples was less than 10.0 ppm v/v and methane in soil samples was less than 100 ppm v/v in most cases. At the far west end of the wetlands near the toe of the bluff a concentration of 3,360 ppm v/v methane was observed in the shallow soil gas and in the median of West Coast Highway across from the east gate of Newport Beach Townhomes a concentration of 4,762 ppm v/v of methane was observed. Two years ago, shallow methane soil gas concentrations in this area were found to be 536,000 ppm by volume. At that time two methane mitigation systems were installed that have reduced the soil gas concentrations of methane by more than 99.0%. Both systems were financed as the result of funds appropriated through the actions • of State Senator Marian Bergeson. one system was installed on the north side of West Coast Highway by Merrill Wright and the other system by GeoScience Analytical, Inc. on property owned by Newport Beach Townhomes. One gas sample was taken in a pile of composting grass clippings and contained 2,317.0 ppm v/v of methane (TAB. 2). Carbon dioxide was present at a concentration of almost 81,000 ppm v/v (TAB. 4). The grass pile was noticably warm and emitted an organic odor typically associated with composting vegetation. Decaying vegetation is a potent source of methane and carbon dioxide found in and around the wetlands. It is possible that the wetlands contribute substantially to near surface methane found in the surficial soils and atmosphere. • - 20 - Carbon dioxide concentration of the wetlands airspace, measured at seven (7) locations, was somewhat elevated over background levels of 350 ppm v/v. The carbon dioxide in the grass clippings would indicate that some comes from decaying vegetation in the wetlands. The balance may be from urban activities such as automobile exhaust, home heating, commercial heating, etc. as suggested by the elevated levels along West Coast Highway and within parking lots of the Upper Campus (TAB. 4). Of seven (7) locations sampled, no ambient air samples or shallow soil gas samples contained benzene, toluene, ethylbenzene or xylenes at levels greater than the detection limit (TAB. 7). The flare feedstock was also void of these compounds with the exception of trace levels of xylene far below levels of concern: OSHA standards for xylene in the work place are from 100.0 - 150.0 ppm v/v while the flare feedstock contains less than 2.0 ppm v/v. Hydrocarbons are all flammable and are consumed by the flare. There is no detectable release of aromatic hydrocarbons on the site nor has a source been identified. The pH of three (3) soil and four, (4) water samples recovered from the wetlands was measured (TAB. 6). Soil samples were retrieved from a depth of 6" below grade and water was taken from the surface. All samples were neutral. In no case was an acidic or alkaline soil or water identified on the subject site. • •I •I - 21 - • • • I4 H -22- FIGORE I SITE PLAN JAI7CL1Ab LUl.AL1UAJ p AIR SArPT E SOIL SAMPLE Q WATER SAMPLE u 4 Al r um ' o 0 c� O f. ewer CJll /� i CHILD CARE CENTER FLARE --� O O n O r O WETLANDS AREA 008 Q GRASS PILEr i 00� pA _ --- _ _�-------- --- v I i WIND DIRECTION O O BURNER AIR INTAKE O • FM STOCK PILOT 0 —7 FROM COMPRESSOR/VACUUM PUMP —23— FIGURE 2 .. I ••I Di • 6000 C • 5000 C O 4000 C 3000 C ® 200° C • 100° C 5.0 ft. LOCATION I. -24- TABLE 1 SAMPLING SITE LOCATIONS -------------------"-- Sample No. Sample Type Location i Date 92-04-04-1337-1 Bottle Child Care Center Roof April 4, 1992 Subslab Vent Pipe 43.5# N of S Wall of Building 531 E of W Walt of Building 92-04-04-1337-2 Tedlar Child Care Center Roof April 4, 1992 Substab Vent Pipe 43.51 N of S Watt of Building 53* E of W Wall of Building 92-04-04-1337-3 Tedlar Child Care Center Roof April 4, 1992 Subslab Vent Pipe 43.51 N of S Wall of Building 531 E of W Watt of Building 92-04-04-1337-4 Bottle Child Care Center Roof April 4, 1992 Subslab Vent Pipe 8' S of N Watt of Building 261 W of E Wall of Building Roof Elevation of 12.50 Above Grade 92-04-04-1337-5 Tedtar Child Care Center Roof April 4, 1992 Subslab Vent Pipe • 8, S of N Watt of Building 261 W of E Watt of Building Roof Elevation of 12.51 Above Grade 92-04-04-1337-6 Tedlar Child Care Center Roof April 4, 1992 Substab Vent Pipe 81 S of N Wall of Building 261 W of E Wall of Building Roof Elevation of 12.51 Above Grade 92-04-04-1337-7 Bottle Child Care Center Roof April 4, 1992 Atmosphere 41 Above Roof 211S of N Wall of Building 151 E of W Wall of Building 92-04-04-1337-8 TedLar Child Care Center Roof April 4, 1992 Atmosphere 41 Above Roof 211S of N Wall of Building 151 E of W Walt of Building i 92-04-04-1337.9 Tedlar Child Care Center Roof April 4, 1992 Atmosphere 48 Above Roof 21,S of N Wall of Building 151 E of W Walt of Building • 92-04-04-1337-10 Bottle Cancer Center Roof April 4, 1992 Subslab Vent Pipe 181 NE of SW Wall 17# NW of SE Wall Roof Elevation of 29' Above Grade Time 1000 1015 1021 1046 1059 1120 1140 1143 1155 1220 -25— ` TABLE 1 (cant.) SAMPLING SITE LOCATIONS ___Sample No.------Sample-Type .....-.-. ........................................... Location 92-04-04-1337-11 Bottle Cancer Center Roof Subslab Vent Pipe 761 WofEWait 401 N of S Wall 92-04-04-1337-12 Bottle Cancer Center Roof Subslab Vent Pipe 2$ S of N Watt 1Y W of E Wall 92-04-04-1337-13 Tedlar Cancer Center Roof Subslab Vent Pipe 760 W of E Wall 401 N of S Well 92-04-04-1337.14 Tedlar Cancer Center Roof Subslab Vent Pipe 761 W of E Wall 401 N of S Wall 92-04-04-1337-15 Bottle Cancer Center East End Elevator Shaft 92-04.04-1337-16 Tedlar Cancer Center East End Elevator Shaft 92-04-04-1337-17 Tedlar Cancer Center East End Elevator Shaft 92-04-04-1337.18 Bottle Child Care Center Interior Air Space Preschool 1 Room 92-04-04-1337-19 Tedlar Child Care Center Interior Air Space Preschool 1 Room 92-04.04-1337-20 Tedlar Child Care Center Interior Air Space Preschool 1 Roam 92-04-04-1337-21 Bottle Relief Well Gas Composite of All Wells 92-04-04-1337-22 Tedlar Relief Well Gas Conposite of ALL Wells 92-04-04-1337-23 TedLar Relief Well Gas Composite of All Wells 92-04-04-1337-24 Bottle Relief Well Gas WeIL #5 DateTime --------------- .---_ April,4, 1992 1225 April 4, 1992 1245 April 4, 1992 1300 April 4, 1992 1312 April 4, 1992 April 4, 1992 April 4, 1992 April 4, 1992 1315 1330 1345 1403 April 4, 1992 1410 April 4, 1992 1415 April 4, 1992 April 4, 1992 April 4, 1992 April 4, 1992 1445 1450 1455 1459 L C L -26- TABLE 1 (cant.) SAMPLING SITE LOCATIONS • Sample No. Sample Type Location 92-04-04-1337-25 Tedlar Relief Well Gas Well #5 92-04-04-1337-26 Tedlar Relief Well Gas Well #5 92-04-04-1337-27 Bottle Relief Well Gas Well #6 92-04-04-1337-28 Tedlar Relief Well Gas Well #6 92-D4-D4-1337-29 Tedlar Relief Well Gas Well #6 92-04-04-1337-30 Bottle Relief Well Gas Well #7 92-D4-04-1337-31 Tedlar Relief Well Gas Well #7 92-04-04-1337-32 Tedlar Relief Well Gas • Well #7 92-D4-04-1337-33 Bottle Flare Plume Air Sample • 241 Above Grade 211 Down Wind from Flare 92-04-04.1337-34 Tedlar Flare Plume Air Sample 241 Above Grade 211 Downwind from Flare 92-04-04-1337-35 Tedlar Flare Plume Air Semple 241 Above Grade 211 Downwind from Flare 92-04-04-1337-36 Bottle Flare Plume Air Sample • 241 Above Grade 411 Downwind from Flare 92-04-04-1337-37 Tedlar Flare Plume Air Semple 241 Above Grade • 411 Downwind from Flare Date Time April 4, 1992 1505 April 4, 1992 15U8 April 4, 1992 1510 April 4, 1992 1515 April 4, 1992 15i8 April 4, 1992 1520 April 4, 1992 1532 April 4, 1992 1540 April 4, 1992 1545 April 4, 1992 1549 April 4, 1992 1555 April 4, 1992 1610 April 4, 1992 1632 c I -27- TABLE 1 (cont.) SAMPLING SITE LOCATIONS Sample No. Sample Type Location Date -------------------------------------------------------------------------------------- 92-04-04-1337-38 Tedlar Flare Plume April 4, 1992 Air Sample 24' Above Grade 411 Downwind from Flare 92-04-D4-1337-39 Bottle Flare Plume Air Sample 241 Above Grade 201 Upwind from Flare 92-04-04-1337-40 Tedlar Flare Plume Air Semple 240 Above Grade 201 Upwind from Flare 92-04-04-1337-41 Tedlar Flare Plune Air Semple 241 Above Grade 201 Upwind from Flare 92.04.04-1337-42 Bottle Flare Plune Air SanpLe 241 Above Grade 401 Upwind from Flare 92-04-04-1337-43 Tedlar Flare Plune Air Sample 241 Above Grade 401 Upwind from Flare 92-04-04-1337-44 Tedlar Flare Plume Air Sample 241 Above Grade 401 Upwind from Flare 92-04-04-1337-45 Bottle Grass Cuttings in Pile 601 S of Flare on Ground 611 Inside of Pile 92-D4-04-1337-46 Bottle Wetlands Soil 611 Below Grade 781 N of Well 7 130' W of Well 7 92-04-04-1337-47 Bottle Wetlands Water 781 N of Well 7 1301 W of Well 7 92-04-04-1337-48 Bottle Wetlands Soil Probe Gas 41 Below Grade 781 N of Well 7 130' W of Well 7 Time 1645 April 4, 1992 1655 April 4, 1992 1710 April 4, 1992 1720 April 4, 1992 1735 April 4, 1992 1745 April 4, 1992 1759 April 4, 1992 April 4, 1992 April 4, 1992 April 4, 1992 1810 1815 1826 1835 • •I -28- TABLE 1 (cont.) SAMPLING SITE LOCATIONS • -- Semple No. ------Semple Type LocationTime __--____--__--__-_-. Date --.--- 92-04-04-1337-49 Bottle Wetlands Water April 4, 1992 1841 100' N of West Coast Highway 300' W of Well 7 92-04-04.1337-50 Bottle Wetlands Soil Probe Gas April 4, 1992 1849 4' Below Grade 100' N of West Coast Highway 300' W of Well 7 92-04-D4-1337-51 Bottle Wetlands Sail April 4, 1992 1855 611 Below Grade 100' N of West Coast Highway 300' W of Well 7 92-04.04-1337-52 Bottle Wetlands Water April 4, 1992 1901 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-53 Bottle Wetlands Soil April 4, 1992 1905 611 Below Grade 40' N of West Coast Highway • Directly N of Newport Townhomes' East Gate 92.04-04-1337-54 Bottle Wetlands Soil Probe Gas April 4, 1992 1909 4' Below Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-55 Tedlar Wetlands Atmosphere April 4, 1992 1915 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-D4-1337-56 Tedlar Wetlands Atmosphere April 4, 1992 1921 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-57 Tedlar Wetlands Soil Probe Gas April 4, 1992 1928 4' Below Grade 40' N of West Coast Highway Directly N of Newport Townhomes' • East Gate -29- ` TABLE 1 (Cont.) SAMPLING SITE LOCATIONS -..Semple------....Sampte -----Type------------------Loeation-------------------- Date Tim 92.04.04-1337.58 Bottle Wetlands Atmosphere April 4, 1992 1935 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-59 Bottle Wetlands Soil Probe Gas April 4, 1992 1942 4' Below Grade 70' W of Existing Gas Vent 25' N of West Coast Highway Toe of Bluff at W End 92-04-04-1337-60 Bottle Wetlands Water April 4, 1992 1950 65' W of Existing Gas Vent 40' N of West Coast Highway Toe of Bluff at W End 92-04-04.1337-61 Bottle Soil Probe Gas April 4, 1992 1956 4' Below Grade Median on West Coast Highway S of Existing Gas Vent Directly N of Newport Townhomes' East Gate 92-04-06-1337-1 Bottle Atmosphere April 6, 1992 1600 4' Above Grade Base of Flare 92-04-06-1337-2 Bottle Atmosphere April 6, 1992 1610 4' Above Grade Base of Flare 50, Upwind of Flare 92-04-06-1337-3 Bottle Atmosphere April 6, 1992 1618 4' Above Grade on Bike Trail Directly N of Flare 92-D4-06-1337-4 Bottle Atmosphere April 6, 1992 1622 4' Above Grade on Bike Trail 300' E of Flare 92-04-06.1337-5 Bottle Atmosphere April 6, 1992 1634 Child Care Center Playground 4' Above Grade 92-04-06-1337-6 Bottle Atmosphere April 6, 1992 1640 Child Care Center Employee Lounge Room Interior 4' Above Grade • 01 • -30- TABLE 1 (cont.) SAMPLING SITE LOCATIONS • Semple No..____ Sample Type __________________Location __....._._.___._ Date ____ 92-04-06-1337-7 Bottle Atmosphere April 6, 1992 41 Above Grade on Bike Trail Terminus with Main Hospital Visitor Parking Road 92-04-06-1337-8 Bottle Atmosphere April 6, 1992 4$ Above Grade Upper Campus Fishbeek Building Parking Lot 92-04-06-1337-9 Bottle Atmosphere April 6, 1992 41 Above Grade Upper Campo Entrance to Emergency Room Parking Lot 92-04-06-1337-10 Bottle Atmosphere April 6, 1992 41 Above Grade Cancer Center Entrance 92.04-06-1337-11 Bottle Atmosphere April 6, 1992 41 Above Grade Child Care Center • E End of Parking Lot 92-04-06-1337-12 Bottle Atmosphere April 6, 1992 41 Above Grade Cancer Center W End of Staff Parking Lot W] Time 1648 1655 1659 1705 1710 1722 -3 TABLE 2 CI-C4 HYDROCARBONS IN GAS SAMPLE (ppm) -------------------------------------- Se ple No. -•------------------------------------------------------ Location 92-04-04-1337-1 Child Care Center Roof Subs Lab Vent Pipe 43.51 N of S Wall of Building 531 E of W Wall of Building 92-04-04-1337-4 Child Care Center Roof Subslab Vent Pipe 81 S of N Wall of Building 261 W of E Wall of Building Roof Elevation of 12.51 Above Grade 92-D4-D4-1337-7 Child Care Center Roof Atmosphere 41 Above Roof 21tS of N Wall of Building 151 E of W Wall of Building 92-04.04-1337-10 Cancer Center Roof Subslab Vent Pipe 18' NE of SW Wall 171 NW of SE Wall Roof Elevation of 291 Above Grade 92-04-04-1337-11 Cancer Center Roof Substab Vent Pipe 761 WofEWatt 401 N of S Wall 92-04-04-1337-12 Cancer Center Roof Substab Vent Pipe 21 S of N Watt III W of E Watt 92.04-04-1337.15 Cancer Center East End Elevator Shaft 92-04.04-1337.18 Child Care Center Interior Air Space Preschool 1 Room 92-04-04.1337-21 Relief Well Gas Composite of All Wells 92-04-04-1337-24 Relief Well Gas Well M5 92-04-04-1337-27 Relief Well Gas Watt #6 C1 ----------------------------------------"'--------------------- C2 C2: C3 C3: iso-C4 n-C4 1.8 <0.1 <0.1 <0.1 <0.1 4.1 <0.1 50.2 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 1.9 <0.1 <O.1 <O.1 <0.1 <0.1 <0.1 1.9 <0.1 0.5 <0.1 <0.1 0.1 0.1 • 2.9 <0.1 4.1 <0.1 <O.1 1.9 <O.1 <O.1 <0.1 <0.1 <O.1 <0.1 3.5 <0.1 <0.1 <O.1 <O.1 <O.1 <O.1 2.1 <O.1 <0.1 <O.1 <0.1 <0.1 <0.1 45B,330.0 406.0 <0.5 27.9 <0.5 576,100.0 480.0 4.5 26.5 <0.5 407,390.0 382.0 <0.5 27.6 <0.5 5.2 6.7 5.1 5.2 • 5.2 7.5 -32- TABLE 2 (cont.) Cl-C4 HYDROCARBONS IN GAS SAMPLE (ppm) -------------------------------------- C4 -C4 Sample No. •-•--••-------------------------•---.-.-•-.-.---------•------...----•----------•-----•-----•----------------------------------- Location C1 C2 C2: C3 C3. iso n 92-04-04-1337-30 Relief Well Gas 412,730.0 405.0 <0.5 29.8 <0.5 5.7 8.0 Well #7 92-04-04-1337-33 Flare Plane 13.1 <0.1 <0.1 <0.1 <0.1 40.1 <0.1 Air Sample 241 Above Grade 211 Down Wind from Flare 92-04-04-1337-36 Flare Plume 20.7 <0.1 <0.1 40.1 <0.1 40.1 40.1 Air Sample 241 Above Grade 41f Downwind from Flare 92-04-04-1337-39 Flare Plume 52.2 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Air Semple 24, Above Grade 20, Upwind from Flare •-04-04-1337-42 Flare Plum 25.7 <0.1 <0.1 4.1 <0.1 <0.1 <0.1 Air Sample 241 Above Grade 401 Upwind from Flare 92-04-04-1337-45 Grass Cuttings in Pile 2,317.0 0.4 0.1 0.2 <0.1 <0.1 <0.1 601 S of Flare on Ground 6" Inside of Pile 92-04-04-1337.48 Wetlands Soil Probe Gas 8.1 0.3 0.1 0.2 4.1 <0.1 <0.1 41 Below Grade 781 N of Well 7 1301 W of Well 7 92.04-04-1337-50 Wetlands Soil Probe Gas 30.5 0.2 0.1 0.2 <0.1 <0.1 <0.1 41 Below Grade 100, N of West Coast Highway 3001 W of Well 7 92-04-04-1337-54 Wetlands Soil Probe Gas 91.3 4.1 <0.1 <0.1 <0.1 <0.1 <0.1 41 Below Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 04-04-1337-58 Wetlands Atmosphere 3.2 0.5 <0.1 <0.1 <0.1 <0.1 0.4 48 Above Grade 401 N of West Coast Highway Directly N of Newport Townhomes' -33- TABLE 2 (cont.) Cl-C4 HYDROCARBONS IN GAS SAMPLE (ppa) -------------------------------------- Smple No. Location C1 C2 C2: C3 C3: iso-C4 n-C4 ______--••---•----•-..-----••--•-----------------••---..-.--------------- ------------------------------------------------ -•__• 92.04-04-1337.59 Wetlands Soil Probe Gas 41 Below Grade 70' W of Existing Gas Vent 251 N of West Coast Highway Toe of Bluff at W End 92-04.04-1337-61 Soil Probe Gas 41 Below Grade Median on West Coast Highway S of Existing Gas Vent Directly N of Newport Townhomes' East Gate 3,360.0 2.7 0.4 1.7 0.2 0.3 0.4 4,762.0 <0.1 <O.1 <O.1 <0.1 <O.1 <O.1 is •I •I -34- TABLE 3 C5-C7 HYDROCARBONS IN GAS SAMPLE Cppa) . -------------------------------------- Semple No. -••-----•---•---•-----••---••---------------------••-•----...--------•----------•--•----------....---...--------..-.. Location iso-CS N-CS Iso-C6 N-c6 Iso-C7 N-C7 92-04-04-1337-1 Child Care Center Roof <0.1 <0.1 <0.1 40.1 <0.1 <0.1 Subslab Vent Pipe 43.5' M of S Wall of Building 531 E of W Wall of Building 92-04-04-1337-4 Child Care Center Roof <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Subslab Vent Pipe 81 S of N Wall of Building 261 W of E Wall of Building Roof Elevation of 12.5' Above Grade 92-04-04-1337-7 Child Care Center Roof <0.1 <0.1 <0.1 <0.1 40.1 <0.1 Atmosphere 41 Above Roof 211S of N Wall of Building 151 E of W Wall of Building 92.04-04-1337-10 Cancer Center Roof 2.7 <0.1 5.9 <0.1 3.7 <D:l Subslab Vent Pipe 181 NE of SW Wall • 171 NW of SE Wall Roof Elevation of 291 Above Grade 92-04-04-1337-11 Cancer Center Roof <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Subslab Vent Pipe 761 W of E Wall 401 N of S Wall 92-04-04-1337-12 Cancer Center Roof <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Subslab Vent Pipe 21 S of M Wall Ill W of E Wall 92-04-04-1337-15 Cancer Center <0.1 <0.l <0.1 <0.1 <0.1 <0.1 East End Elevator Shaft 92-04-04-1337-18 Child Care Center <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Interior Air Space Preschool 1 Room 92-04-04-1337-21 Relief Well Gas 2.8 1.9 6.9 <0.5 3.3 <0.5 Composite of All Wells 04-04-1337.24 Relief Welt Gas 2.2 1.5 3.2 4.5 <0.5 <0.5 Welt AS 92-04-04-1337-27 Relief Weil Gas 3.0 2.2 7.2 1.0 0.9 4.5 Well 86 -35- TABLE 3 (cant.) CS-C7 HYDROCARBONS IN GAS SAMPLE (ppm) -------------------------------------- Sample No. ...................................................' Location 92-04.04-1337-30 Relief Well Gas Well 87 92-04.04-1337-33 Flare Plume Air Sample 241 Above Grade 21, Down Wind from Flare 92-04-04-1337-36 Flare Plume Air Sample 240 Above Grade 411 Downwind from Flare 92-04-04-1337-39 Flare Plume Air Sample 24' Above Grade 201 Upwind from Flare 92-04-04-1337-42 Flare Plume Air Sample 241 Above Grade 401 Upwind from Flare 92-04-04-1337-45 Grass Cuttings in Pile 601 S of Flare on Ground 6" Inside of Pile 92-04-04-1337-48 Wetlands Soil Probe Gas 41 Below Grade 781 N of Well 7 130' W of Well 7 92-04-04-1337-50 Wetlands Soil Probe Gas 4' Below Grade 1001 N of West Coast Highway 3001 W of Well 7 92-04-04-1337-54 Wetlands Soil Probe Gas 41 Below Grade 401 N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-D4-1337-58 Wetlands Atmosphere 41 Above Grade 401 N of West Coast Highway Directly N of Newport Townhomes' Iso-05 ...................•-•----------------------------------' B-05 Iso-C6 M-C6 Iso-C7 N-C7 3.3 2.3 5.3 0.8 4.5 <0.5 4.1 <0.1 4.1 4.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <O.1 Q.1 4.1 <0.1 <0.1 <O.1 40.1 <O.1 <0.1 40.1 <0.1 <0.1 <0.1 0.2 <0.1 0.2 <0.1 <0.1 <0.1 <0.1 <0.1 4.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <O.1 <0.1 <0.1 <O.1 <O.1 <0.1 <0.1 4.1 <0.1 <0.1 <0.1 • I 01 -36- Semple No. TABLE 3 (cont.) C5-C7 HYDROCARBONS IN GAS SAMPLE (ppm) Location Iso-05 N-CS Iso-C6 N-C6 Iso-C7 N-C7 _______------ _---- _-----•---------- 92.04-04-1337-59 Wetlands Soil Probe Gas 41 Below Grade 701 W of Existing Gas Vent 25, N of West Coast Highway Toe of Bluff at W End 92-04-04-1337-61 soft Probe Gas 41 Below Grade Median on West Coast Highway S of Existing Gas Vent Directly N of Newport Townhomes' East Gate C , J 0.1 0.1 4.1 <0.1 40.1 4.1 Q.1 <0.1 <0.1 <0.1 <O.1 <0.1 -37- TABLE 4 CO2, 02 8 N2 IN GAS SAMPLE (Ppm) Sample No. ____ ______ __ ___________ Location ___""'------"'-""--"""'--- 92-04-04-1337-1 Child Care Center Roof Subsiab Vent Pipe 43.51 N of S Wait of Building 53$ E of W Wall of Building 92-04-04-1337-4 Child Care Center Roof Substab Vent Pipe 8, S of N Walt of Building 261 W of E Wait of Building Roof Elevation of 12.51 Above Grade 92-04-04-1337-7 Child Care Center Roof Atmosphere 41 Above Roof 211S of N Wall of Building 151 E of W Walt of Building 92-04-04-1337-10 Cancer Center Roof Subslab Vent Pipe 181 HE of SW Walt 171 NW of SE Wall Roof Elevation of 290 Above Grade 92-04-04-1337-11 Cancer Center Roof Subslab Vent Pipe 761 W of E Watt 40' N of S Walt 92-04-04-1337-12 Cancer Center Roof Subr.Lab Vent Pipe 21 S of N Wall Ill Wof EWatt 92-04-04-1337-15 Cancer Center East End Elevator Shaft 92-04-04-1337-18 Child Care Center Interior Air Space Preschool 1 Room 92-04-04-1337-21 Relief Well Gas Composite of All Wells 92-04-04-1337-24 Relief Well Gas Watt #5 92-04-04-1337-27 Relief Watt Gas Well #6 CO2 _ _ _ _ _ - _ _ 02 _ _ _ _"'""--""-----"""""-""' N2 N2/02 6,349.0 215,910.0 768,320.0 3.6 6,578.0 216,110.0 767,460.0 5,451.0 215,270.0 765,460.0 6,479.0 206,590.0 762,410.0 6,503.0 211,810.0 764,950.0 6,421.0 209,320.0 766,230.0 3,207.0 215,120.0 765,380.0 2,929.0 217,610.0 768,520.0 137,600.0 12,690.0 338,000.0 138,640.0 7,476.0 233,670.0 142,390.0 8,254.0 381,410.0 3.6 3.6 3.7 • 3.6 3.7 3.6 3.5 26.6 31.3 • 46.2 -38- I• • TABLE 4 (cont.) CO2, 02 & N2 IN GAS SAMPLE (ppm) -------------------------------- Sample No. Location ------------------------------------------------------ 92-04-04-1337-30 Relief Well Gas Well N7 92-04-04-1337-33 Flare Plume Air Smpte 24' Above Grade 21' Down Wind from Flare 92-04-04-1337-36 Flare Plume Air Sample 24' Above Grade 41' Downwind from Flare 92-04-04-1337-39 Flare Plume Air Sample 24, Above Grade 20, Upwind from Flare 92-04-04-1337-42 Flare Plume Air SmpLe 24' Above Grade 40' Upwind from Flare 92-04-04-1337-45 Grass Cuttings in Pile 60, S of Flare on Ground 6" Inside of Pile 92-04-D4-1337-48 Wetlands Soil Probe Gas 4' Below Grade 78' N of Well 7 130, W of Well 7 92-04-04-1337-50 Wetlands Soil Probe Gas 4' Below Grade 100, N of West Coast Highway 300, W of Well 7 92-04-04-1337-54 Wetlands Soil Probe Gas 4' Below Grade 40' N of West Coast Highway Directly N of Newport Townhomas' East Gate 92-04-04-1337-58 Wetlands Atmosphere 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomea' CO2 ------------------"'---------------------------- CO2 ------------------"'---------------------------- 02 N2 N2/02 141,360.0 3,811.0 377,540.0 42.8 744.0 219,630.0 763,720.0. 3.5 946.0 216,580.0 752,970.0 3.5 1,039.0 214,920.0 746,890.0 3.5 783.0 219,210.0 761,520.0 3.5 a0,852.0 102,340.0 796,610.0 7.8 5,879.0 211,016.0 759,970.0 3.6 6,847.0 211,760.0 760,370.0 3.6 7,070.0 213,810.0 757,300.0 3.5 1,207.0 215,690.0 755,290.0 3.5 -39- TABLE 4 (cont.) CO2, 02 & N2 IN GAS SAMPLE (ppm) -------------------------------- Sample No. Location CO2 ------------------------------------------------------ 92-04-04-1337-59 Wetlands Soil Probe Gas 41 Below Grade 701 N of Existing Gas Vent 251 N of Nest Coast Highway Toe of Bluff at N End 92-04-04-1337-61 Soil Probe Gas 4' Below Grade Median on Nest Coast Highway S of Existing Gas Vent Directly N of Newport Townhames' East Gate 92-04-06-1337-1 Atmosphere 41 Above Grade Base of Flare 92-04-06-1337-2 Atmosphere 41 Above Grade Base of Flare 501 Upwind of Flare 92-04-06-1337-3 Atmosphere 41 Above Grade on Bike Trail Directly N of Flare 92-04-06-1337-4 Atmosphere 41 Above Grade on Bike Trail 3001 E of Flare 92-04-06-1337-5 Atmosphere Child Care Center Playground 41 Above Grade 92-04-06-1337-6 Atmosphere Child Care Center Employee Lounge Room interior 41 Above Grade 92-04-06-1337-7 Atmosphere 41 Above Grade on Bike Trail Terminus with Main Hospital Visitor Parking Road 92-04-06-1337-8 Atmosphere 41 Above Grade Upper Campus Fishbeek Building Parking Lot 02 N2 N2/02 97,019.0 128,700.0 754,750.0 10,371.0 206,990.0 753,170.0 963.0 210,810.0 732,190.0 1,248.0 214,630.0 747,960.0 868.0 213,200.0 741,250.0 860.0 215,690.0 751,880.0 1,114.0 213,930.0 748,000.0 1,846.0 210,990.0 748,130.0 1,069.0 215,040.0 747,320.0 1,321.0 206,330.0 745,720.0 5.9 3.6 3.5 3.5 • 3.5 3.5 3.5 3.5 3.5 3.6 • -40- TABLE 4 (cont.) CO2, 02 & N2 IN GAS SAMPLE (Ppm) Sample No. ------------------------------------------------------- Location 92-04-06-1337-9 Atmosphere 41 Above Grade Upper Campus Entrance to Emergency Room Parking Lot 92-04-06-1337-10 Atmosphere 41 Above Grade Cancer Center Entrance 92-04-06-1337-11 Atmosphere 41 Above Grade Child Care Center E End of Parking Lot 92.04-06-1337-12 Atmosphere 40 Above Grade Cancer Center N End of Staff Parking Lot INC !• CO2 ----------------------------------------------- 02 N2 N2/02 878.0 213,850.0 745,900.0 3.5 860.0 213,610.0 744,"0.0 3.5 477.0 216,540.0 749,770.0 3.5 919.0 214,480.0 747,890.0 3.5 I — 41 — TABLE 5 HYDROGEN SULFIDE AND SULFUR DIOXIDE IN GAS (ppm v/v) ---------------------------------------------------- . Sample No. ---------------------------------------------------------------------------------------------------------------- Location Hydrogen Sulfide Sulfur Dioxide .. 92-04-04-1337-2 Child Care Center Roof <0.1 n1a Subslab Vent Pipe 43.5t N of S Well of Building 53, E of W Wall of Building 92-04-04-1337-5 Child Care Center Roof 40.1 n/a Subslab Vent Pipe 8t S of N Well of Building 261 W of E Well of Building Roof Elevation of 12.5$ Above Grade 92.04-04-1337-8 Child Care Center Roof <0.1 <0.1 Atmosphere 40 Above Roof 21tS of N Wall of Building 15, E of W Wall of Building 92-04-04-1337-13 Cancer Center Roof Subslab Vent Pipe <0.1 �•1 . 761 W of E Wall 40F N of S Wall 92.04-04-1337-16 Cancer Center <0.1 n/a East End Elevator Shaft 92-04-04-1337-19 Child Care Center <0.1 4.1 Interior Air Space Preschool 1 Roam 92-04.04-1337-22 Relief Well Gas 4,800.0 <0.1 Cooposite of ALL Wells 92-04-04-1337-25 Relief Well Gas 3,600.0 n/a Well #5 92-04-04-1337-28 Relief Well Gas 4,100.0 n/a Well M6 92-04-04-1337-31 Relief Well Gas 2,880.0 n/a WeLL #7 92-04-04-1337-34 Flare Plume <0.1 40.1 Air Smple 241 Above Grade 211 Downwind from Flare • 92-04-04-1337-37 Flare Plume <0.1 Q.1 Air Semple 24' Above Grade 411 Downwind from Flare -42- u. TABLE 5 (cont.) HYDROGEN SULFIDE AND SULFUR DIOXIDE IN GAS (ppn v/v) -•-------------------------------------------------- Sample No. --------------------------------------------------------------------------------------------------------' Location Hydrogen Sulfide Sulfur Dioxide 92-04-04-1337.40 Flare Plane <0.1 <0.1 Air Sample 241 Above Grade 201 Upwind from flare 92-04-04-1337-43 Flare Plane <0.1 <0.1 Air Sample 241 Above Grade 401 Upwind from Flare 92-04-04-1337-55 Wetlands Atmosphere 41 Above Grade 401 N of West Coast Highway Directly N of Newport Townhones' East Gate 92-04-04-1337-57 Wetlands Soil Probe Gas <0.1 n/a 41 Below Grade • 40, N of West Coast Highway Directly N of Newport Townhomes� East Gate -43- TABLE 6 CORROSIVITY OF WATER AND SOIL (pH Units) SampLe No. .----------•--•----•------------------------------------------------------------- Location pH (units) 92-04-04-1337-46 Wetlands Soil 6.1 6" Below Grade 78, N of Well 7 1301 W of Well 7 92-04-D4-1337-47 Wetlands Water 6.8 781NofWait 7 130, W of Well 7 92-04-04-1337-49 Wetlands Water 7.2 1001 N of West Coast Highway 3001 W of Welt 7 92-04-04-1337-51 Wetlands Soil 6.6 6" Below Grade 1001 N of West Coast Highway 300t W of Well 7 92-04-04-1337-52 Wetlands Water 7.1 401 N of West Coast Highway Directly N of Newport Townhomes, East Gate 92-04-04-1337-53 Wetlands Soil 6.6 640 Below Grade 401 N of West Coast Highway Directly N of Newport Townhomes, East Gate 92-D4-04-1337-60 Wetlands Water 7.5 651 W of Existing Gas Vent 401 N of West Coast Highway Toe of Bluff at W End L - 44 TABLE 7 BENZENE, TOLUENE, ETNYLBENZENE AND XYLENES IN GAS (PPM) Sample No. ------------------------------------------------------------------------------------------------------------------------ Location Benzene Toluene Ethyl Benzene Xylene (total) 92-04.04.1337-3 Child Care Center Roof <0.5 <0.5 <0.5 <0.5 Substab Vent Pipe 43.51 N of S Wall of Building 53' E of W Watt of Building 92-04-04-1337-6 Child Care Center Roof <0.5 <0.5 <0.5 <0.5 Substab Vent Pipe 81 S of N Watt of Building 261 W of E Walt of Building Roof Elevation of 12.5' Above Grade 92-04-04-1337-9 Child Care Center Roof <0.5 <0.5 <0.5 <0.5 Atmosphere 41 Above Roof 211S of N Watt of Building 151 E of W Watt of Building 92-04-04-1337-14 Cancer Center Roof 40.5 4.5 <0.5 <0.5 Subslab Vent Pipe • 761 W of E Walt 401 N of S Wall 92-04-04-1337-17 Cancer Center <0.5 <0.5 <03 <0.5 East End Elevator Shaft 92-04-04-1337-20 Child Care Center <0.5 <0.5 <0.5 <0.5 Interior Air Space Preschool 1 Roam 92-04-D4-1337-23 Relief Watt Gas <0.5 <0.5 <0.5 1.4 Composite of ALL Wells 92-04-04-1337-26 Relief Well Gas <0.5 <0.5 <0.5 1.4 Well N5 92-04-04.1337-29 Relief Well Gas <0.5 <0.5 <0.5 1.4 Well #6 92-04-04-1337-32 Relief WeLL Gas <0.5 <0.5 <0.5 1.9 Well #7 92-04-04-1337-35 Flare Plume 4.5 <0.5 <0.5 <0.5 Air Sample 241 Above Grade • 211 Downwind from Flare TABLE 7 (cont.) BENZENE, TOLUENE, ETHYLBENZENE AND XYLENES 1N GAS (PPM) -------------------------------------------- ---- Sample No. ---------------------------------------------------. Location 92-04-04-1337-41 Flare Plume Air Sample 241 Above Grade 201 Upwind from Flare 92-04-04-1337-44 Flare Plume Air Sample 241 Above Grade 401 Upwind from Flare 92-04-04-1337-56 Wetlands Atmosphere 41 Above Grade 401 N of West Coast Highway Directly N of Newport Townhomes' East Gate Benzene -------------•-------•-----.------------------------------- Toluene Ethyl Benzene Xylene (total) <0.5 <0.5 <0.5 <0.5 4.5 4.5 <0.5 4.5 is 61 I BAKER ADAMS AVE W Cn ORANGE COAST CITY OF COUGE ORANGE co. oz COSTA vAIRSRourros MESA 2 LL VICTORIA ST - U 19TH ¢ ST. / P�P S, 0- INDICATES SHOWN ON AREA PA CIF/C LOCATION MAP VICINITY MAP NOT TO SCALE' ,r SYMBOL LEGEND 1 -0- POWER POLE O MANHOLE FIRE HYDRANT METER BOX o� VALVE E POWER POLE ANCHOR MONUMENT -x-x-x- FENCE - r-� BLUCKWAL L TREE Q C3 SHRUBBERY ASPHALT PAVEMENT BRICKWALK IJa CONCRETE IGtl1L[G/ BUILDING - - - - EXISTING CONSTRUCTION - -- PROPERTY LINE NEW CONSTRUCTION - -Ct- - CENTERLINE - -S - - SEWER LINE --- W- WATER LINE - - -G - - - GAS LINE E POWER LINE —TEL— TELEPHONE LINE — TV CABLEVISION LINE — SP SPRINKLER SYSTEM STREET LIGHT Underground Service Alert Cali: TOLL FREE 1 —800 422-4133 TWO WORKING DAYS BEFORE YOU DIG BAY � -- iCiTY INEWPCI II BEAC BAY _ l RD. DYARD RESER. CITY OF IRVINE U.C.I. M I • :L ABBREVIATIONS ACP ASBESTOS CEMENT PIPE B.C. BEGIN CURVE C.B. CATCH BASIN CENTERLINE D.I.P. DUCTILE IRON PIPE E ELECTRIC E.C. END CURVE E.C.R. END CURB RETURN EXIST. EXISTING G GAS G.B. GRADE BREAK INV INVERT ELEVATION M.J. MECHANICAL JOINT P.C.C. POINT of COMPOUND CURVATURE PROP. PROPOSED S SEINER S.C.E. SOUTHERN CALIFORNIA EDISON S.D. STORM DRAIN S.F.M. SEWER FORCE MAIN STA. WATER LINE STATION ST. LT. STREET LIGHT ST. STA. STREET STATION TELE TELEPHONE V.C.P. VITRIFIED CLAY PIPE W WATER �o HOAG ROAD m SJe� o SITE a W£s7 GOAsr� Z Nic i HOAG MEMORIAL HOSPITAL PRFSBYTFRIAN LOCATION MAP POT m SCAM EMERGENCY TELEPHONE NUMBERS AGENCY NUMBERS SOUTHERN CALIFORNIA GAS COMPANY 634-0251 SOUTHERN CALIFORNIA EDISON COMPANY 895-0221 PACIFIC TELEPHONE COMPANY 611 CITY OF NEWPORT BEACH (UTILITIES DEPT.) 644-3011 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY 962-2411 COMCAST CABLEVISION 542-6222 542-3975 AFTER 6:00 PM' COMMUNITY CABLEVISION 720-4040 UNDERGROUND SERVICE ALERT 1-800-422-4133 LAST UPDATE: 10:040M - 06/09/1997 SULFUR TREATMENT SYSTEM PREPARED BY: HOBBS- BANNER -MAN ENGINEERING, INC. 1,7000 MARQUARDT AVENUE CERRITOS, CALIFORNIA, 90703 JUNE, 1997 HBE CAD FILE: 96035-1R 9 C 6/3/97 RE -ISSUED FOR PLAN CHECK B 2/24/97 ISSUED FOR CONSTRUCTION A 1/24/97 ISSUED FOR PLAN CHECK REV, DATE DESCRIPTION REVISIONS 9 GENERAL_'NOTES .` 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, D€SIGN CRITERIA,: STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRJCTION', 1994 EDITION AND SUPPLEMENTS. ' 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE • ^ RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE F,OR ,VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 3, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM'IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 4. ALL UNDERGROUND WORK SHALL BB COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 5. THE WALLS AND, FACE 'OF ALL EXCAVATIONS GREATER THAN (5) FEET iN DEPTH SHALL BE EFFECTIVELY GUARDED BY A'SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUI'/ALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT- MAY BE EXPECTED. 6. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 5 A80VE FROM CAL -OSHA. 7. ALL STORM DRAIN, SEWER ANC WATER PIPES SHALL BE- BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L 8. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 9. THE'FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 10. THE METHANE RECOVERY/SULFUR TREATMENT. SYSTEM AND ALL BUILDINGS ON THE LOWER CAMPUS, SHALL BE SUBJECT TO ALL LAWS AND REGULATIONS APPLICABLE, INCLUDING, BUT NOT LIMITED TO, THE FEDERAL REGULATION CONTAINED IN 29 CFR 1910, THE STATE HEALTH AND SAFETY CODE, DI'ASION 20, CHAPTER 6.95 , AND ALL THE REGULATIONS OF OSHA AND THE NATIONAL FIRE PROTECTION ASSOCIATION. 11. DURING THE CONTAINMENT PROCESS AND REMOVAL OF THE FLARE, THE CONTRACTOR IS TO ENSURE THAT METHANE LEVELS ARE MONITORED THROUGHOUT THE PROJECT AREA TO ENSURE THAT THIS TRANSITION CREATE AN UPSET IN METHANE LEVELS OR CREATE ODORS OR RISK OF EXPLOSION. APPROVAL IN CONCEPT NO. I. %vOf c/ / / This project conforms to all applicable planning reguiations and policies In effect on this date. DRAWING LIST These plans are not to be used for construction purposes. No building permit wli be issued until approval is received from 196035-PL-01 LOCATION PL NIO Cali or is CoaStal Com Sion, 196035-PL-02 SITE PLAN, BTAN DEPAI TEN (p 196035-PL-03 SITE PLAN, E G Date: �o 196035-PL-04 EQUIPMENT L 196035-EF-01 P & ID 196035-EF-02 OPERATING DESCRIPTION 196035-P-01 PIPING PLAN, SCRUBBER AREA 196035-P-02 PIPING DETAILS, SHT. 1 196035-P-03 PIPING DETAILS, SHT. 2 196035-P-04 PIPING DETAIL$, SHT. 3 196035-P-05 PIPING DETAILS, SHT. 4 196035-C-01 FOUNDATION PLAN 196035-C-02 FOUNDATION DETAILS 196035-C-03 PARKING LOT/.CURB MODIFICATIONS 196055-S-01 FLARE SUPPORT STRUCTURE 196W5-S-02 MISCELLANEOUS STEEL DETAILS 196035-E-01 POWER SINGLE LINE DIAGRAM 196035-E-02 ELECTRICAL SITE PLAN, WEST 196035-E-03 ELECTRICAL SITE PLAN, EAST 196035-E-04 POWER WIRING, GROUNDING CONDUIT AND WIRE -LAYOUT .96035-E-05 INSTRUMENT, CONTROL CONDUIT AND WIRE LAYOUT 196035-E-06 ELECTRICAL DETAILS 196035-E-07 ELECTRICAL WIRING DETAILS 196035-ET08 .. ELECTRICAL WIRING DETAILS 196035-E-09 ELECTRICAL WIRING DETAILS 196035-E-10 MAIN CONTROL PANEL ELEVATIONS 196035-E-11 MAIN CONTROL PANEL ELEVATIONS & *SCHEDULES' 196035-E-12'.. MOTOR CONTROL CENTER ELEVATIONS )96035-E-13 PARKING LOT LIGHTING & POWER, SINGLE LINE DIAGRAM STD. 1-002 PICK-UPS STD. 1-004 FIELD SUPPORTS ' STD. 1-008 ANCHOR BOLTS STD. 1-021 HANDRAIL STANDARDS STD. 1-022 LADDER AND CAGE -STANDARDS' JOB ADDRESS: 1 HOAG DRIVE- #50. NEWPORT BEACH, CA 192658 ' JUN ® 71997 JOB NO. 96035 DRAWN JSG DAIS HOAG MEMORIAL HOSPITAL PRESBY`i-ERIAN 1 24/97 NEWPORT BEACH CALIFORNIA CHECKED SULFUR TREATMENT SYSTEM JSG APPROVED LOCATION• PLAN JSG APPROVED JSG BY CHK APP SCALE HOBBS-BANNERMAN ENGINEERING, INC. DRAVANG NO. REV NONE CERRITOS, CALIFORNIA 196035—PL-01 c 1 LINE LEGEND NOT IN TRENCH LEGEND PIPE TRENCH LINE • NUMBERS IT04 DESCRIPTION SIZE DEPTH TIE INTO EXISTING 2" PVC (BROWN) WATER LINE 10 3/4" CPVC CITY WATER SUPPLY 3" GALV RIGID STEEL PVC COATED CONDUIT (POWER) A,D_S. GAS MITIGATION SYSTEM 4" DIA, i'-6" T,.P. 14 3" HDPE FROM GAS WELL #5 2 2" GALV RIGID STEEL PVC COATED CONDUIT (SPARE) 15' RADIUS NO TREES GAS (E) GAS FLARE/WELL SYSTEM 3" DIA. SEE PLAN 10 WITHIN THIS ZONE 19 3" HDPE CITY GAS TO VALVE BOX 3 2" GALV RIGID STEEL PVC COATED CONDUIT (SECURITY CAMERAj� ' S (E) SEWER VARIES 8'-0" T.P, ;� 20 3" HDPE GAS 7•0 HOAG HOSPITAL 4 2" GALV RIGID STEEL PVC 'COATED CONDUIT (SECURITY PHONE) 3/4" BACKFLOW PREVENTER, CLAYTON RP-2 -� 8 =0 CHAIN LINK FENCE , E (E) ELECTRICAL SERVICE VARIES VARIES 5 2" GALV RIGID STEEL PVC COATED CONDUIT (SPARE) -- G ---- (E) NATURAL GAS 3" DIA. VARIES 10 6 2" GALV RIGID STEEL PVC COATED CONDUIT (DATA SYSTEM) SD STORM DRAIN VARIES 2'-6" T.P. ti 7 2" GALV RIGID STEEL PVC COATEDrCONOUIT (INSTRUMENTS, TO, GAS METER AREA)) SULFUR TREATMENT/GAS FLARE SD (E) STORM DRAIN VARIES VARIES 0 ROLLING GATE O8 3" HDPE.TO SANITARY SEWER , SEE PIPING PLAN 196035—P-01 �`' �, PE GAS EXTRACTION SYSTEM 6" DIA. 5-0" T.P. �r _tea 9 3" HDPE FROM GAS WELL #7A (E) CONCRETE TOP W WATER SERVICE 2" DIA. 2 -0" T.P. V-DITCH OF-�ERRgC�r 11 4" F{DPE,TO STORM DRAIN., , ;= ELECTRICA SERVICE VARIES 5'-0" T.P. O jT.P.12 3" HDPE SWEET GAS TO HOAG HOSPITAL oP SECURITY PHONE 3/4" DIA. 5'-0" Sc SECURITY CAMERA 3/4" 91A. 5'-0" T.P. 13 4" HDPE FROM GAS WELL #6 _' -•_ _;_ ~ L- _ �—�_� D DATA SYSTEM 3. 4" DIA. 5'-0" T.P. 14 4" HDPE FROM GAS WELL #5 4" HDPE FROM SUPPORT SERVICES BLDG 3" HDPE FROM BALBOA COVES GAS WELLS 17 4" HDPE FROM SUPPORT SERVICES BLDG LANDSCAPE SCREEN TOE OF - 18 3" HDPE (SPARE) 1 - _ SLOPE 77- 7 RELOCATED PARKINGLOT LIGHT _ 10-0" MIN. RADIUS BENDS ,•:r: ON ALL PIPES AND CONDUITS AT THIS INTERSECTION F7, ' l , —, _------- IF - T T y $0 PAVING j �v - . ....:...: --- r ANC L. 4 f r I '- F - _ V _PANEL XA _'_ - L ` J `•':; �_ I ' t ' LIGHT J STAND RD- � , Ito iNV EL / o" I �— , V46- --zz j to TOE L 0 OF BERM -_1�- - '�-�_� � F- Z -- �" O r� CU LLJ Z_ RO PAVING EL 17 p0 CITE OF NEWPORT BEACH —� TRENCH g,9o' APPROVALIFlOONCEPTNO This project conforms to aB applicable planning regulations v, _ IN and policies in effect on this date. V• _ T These plans are not to be used for construction purposes. No - RN PAVING %� building permit will be issued until approval is received from d0T BEACH 18.00'-/ • the California Coastal Commission. -° 8,�5,-- - _- BD GRADE EL 74.OD'_ / P I ' EPARiMENT 1T-ThENCH Date: f1 .8.25 gROFESS Q�p AMA R co CE26 1 kL JUN 0 71997 0 JOB NO. 96035 ORAVIN JSG HOAG MEMORIAL HOSPITAL PRESBYTERIAN DATE 6 2 97 NEWPORT BEACH CALIFORNIA CHECKED SULFUR TREATMENT SYSTEM C 6/3/97 RE -ISSUED FOR PLAN CHECK JSG. APPROVED SITE PLAN - WEST B 2/24/97 ISSUED FOR CONSTRUCTION JSG APPROVED A 6"5/97 ISSUED FOR PLAN CHECK JSG LAST UPMTE: 3:05pm - 06/07/19 REV DATE DESCRIPTION 8Y' CHK APP SCALE DRAWING NO. REV _ HOBBS-BANNERMAN ENGINEERING, INC. 97 - HBE CAD FILE: UTUTY3 REVISIONS 1" = 20' CERRITOS, CALIFORNIA 11960.35—PL-021 C /�/\ o�\ S/M BASE � �r 110, ASPHALT PAVING 1/4" PEA GRAVEL FINISHED SURFACE /---- FINISHED SURFACE ' ASPNA.T OR NATIVE SOIL K . S/Y BASE ! __ •'„'�-r '•� i/!' BENTONITE HOLE PLUG 1/4" PEA GRAVEL I + 4" SLOTTED A.D.S. PIPE ° �— 3/4" CRUSH GRAVEL //� I ASPHALT OR NATIVE SOIL ' � -^ � I + -•-- S/Y BASE `'---GEOTEXIILE MEMBRANE ' N - 15 '- -'.':�.' `:'•';; `-� s^:' -_-' ' - 1/4" BENTONITE HOLE PLUG I Q 11 O 13 14 t/t• PEA GRAVEL i18 3/4" CRUSHED GRAVEL N _.- 4" SLOTTED A.D.S. PIPE .I�_ ° °•�,� � � •+ -• 3/4" CRUSH GRAVEL 6" • " 2 TYP GEOTEXTILE MEMBRANE, Q 11 O i3 75 14 5'-0` t O1 ® 12 16 17 18 A 3/4 1 -o SULFUR TREATMENT SYSTEM A % 3/4 � _o PASSIVE GAS VENT All 1 3/4 � -o EXISTING PIPE PENETRATION PIPE TRENCH SECTION EXISTING TRENCH SECTION PERPENDICULAR TO PASSIVE GAS PEE .•t . V DITCH 0S R NPUL �10Ap I �- VENT I i TOE OF 'SLOPE 19 CPSFD AT/TER DRN " '------------------ . i \ _ _--- ------------------------------ " TERRACE DRAIN __-- --`"------------------------------------------------ _ --- CON TERRACE DRAIN. CONC ---- �o -----------------------__ _ CANNON TO SPLICE Jp2 BOX pp, SPLICE BOX 1 XF(ZRPC� 14 EXIST 6' HDPE NEW 6" HDPE =_6 PVC NEW 3" HDPE' 14 - /,r _ 1 EXIST 3" HDPE i C 1 -- A`JERAGE-18.T, FG EX. FLARE , .. a >(� . -�- \\L CONTRACTOR TO bEMOLISH It - EXISTING FLARE 1 It • '? > Z�C CUT OFF BELOW GRADE, ` II CAP AND ABANDON ALL LINES TO FLARE TEMP. DRAIN Tp3 CB p C � r -qV� APPROX. tOC.It I 11 GAS WELL n l i' CHILD �'/i� #5 I I , u , CARE OF SPLICE--.r ��� �II CENTER / BOX + 4 11 SPLICE- TP15.17/-% I - BOX o2k ' p� /ALL UN -USED LINES TO BE 1 CUT OFF BELOW GRADE, CAPPED AND ABANDONED `a JQe Jo IN PLACE co - --- FUTURE N S SC — - \ PULL O E v �pFRv �4i Cl- P SC Q Ln E ' Eli / 11. RNcr) PAVING • 1. -'-• 3C BOTT TRENCH EL18,90' LI�HT S a E - -12.94 1- w T S RD' --�_'_-' -�- � �� TCON A _�_'_'_�'-- _ w " 4'A.Ds. f SIMILAR N :r, : ,�',:� -4 GAS W _ TO BE ABANDON -� I 1 A Z' :.. J;: ,:'• - INF�:_ 02 FUTURE N AftACK9OIqr/ ` to �,• --•._ '-----_ _ � '` l �/i ; ' \\ "�`; �' h � , • '� G / cl t` INV EL g.0' g EXI 3" PE , -^--�- I ! Q NE 3 H PE ' u--s.. ... _--� _--_'__-- _ --_- '_. --,-_ __ � •'�. r ,. LIGHT----\�\\ `� r w Q FIN PAVING r f .:,,` :. • ..:' -' _` - +-__--_Q_-% STANDARD '2,.RI Z t BOTI TREN L� 18.00' ABAN y_ ---- - Zo CP` 8 " •- ON D ")8 3"GAJjB- _ L .75' D e- 'a:.. f A 9 �1 NEW 3` tOPELL~� �. 4"GAS (ABANDON) N /j J v' 12„S _ _... �1 FIN �` -..._ - VENT EL. 14.� IR-cNC -- _. Z __ ----- "S H El 8. 5' 2"RISERr Q �1 - _ -_.. MH RAIN � =13 �E(E ��( _ S 8S �6� D CONDENSATE SEE i 196035-P-04 3 PIPE TRENCH LINE NUMBERS — ---_f _--•— 'z S ----- �e Q 3"GAS ~--_----------------- 19 20 TRAFF 11 3" GALV RIGID STEEL PVC COATED CONDUIT (POWER) PB ST T � - -_ L - Ems_ -- i 2 2" GALV RIGID STEEL PVC COATED CONDUIT (SPARE) PQ -�-__ _ 33 2" GALV RIGID STEEL PVC COATED CONDUIT (SECURITY CAMERA, (1 i --_--- = - -'�E 4 2" GALV RIGID STEEL PVC COATED CONDUIT (SECURITY PHONE) ACIr,�C __s cns (crdQ E `—✓ ---- '-_--_ ) ''---_- TRAFFIO 5 2 GALV RIGID STEEL PVC COATED CONDUIT (SPARE) _'_--- C�NTROL t'EtS 6 2" GALV RIGID STEEL PVC COATED CONDUIT (DATA SYSTEM) COAST GAS VALVE VAULT 7 2" GALV RIGID STEEL PVC COATED CONDUIT (INSTRUMENTS TO GAS METER AREA.) SEE DETAIL 2 19 20 196035-P-04 3 - - 1----- 8 3' HDPE TO SANITARY SEWER ' R11 3' HDPE FROM GAS WELL #7A 4* HDPE TO STORM DRAIN LINE LEGEND NOT IN TRENCH SEE P k ID 196035-EF Dt yR;RORIJ V ENT > I, It / 1 SPLICE _-_It BOX -7 •o ° A 9s \ i - _ r� pp � FUTURE CONNECTION TO YS?EM FEED " Li =_ "•;a�°�•o� -"--- ' ��' �_f_-- _ --tom _-._.-`- _-��.;'-l1 ---'��,,,,_ � i � J•�''�� +1 -- 6" pE=- N }+T FUIURf SYS M FEED - `_ 6" _113.9tJF-_71'__'._-- --.... _ TE• - ----�_`_ -- 4,r � c� d /QF. `^ /' m,y •,5 R '/,y � \ 4 � l� 7's"��=t� -�__; _- -_� G!JTTE '---- / \ EXIST 6' HDPE 14 NEW 4' HDPE (C EXIST 6" HDPE PULL i y 17 .NEW 4" HDPE LE LIRE ASPH. 1 EXIST 6" HDPE I i / q BOX NEW 4HDPE ' �! y I , , -� � ; �--FU?UP,E CONNECTION T 15O 6• I 18 NEW 3' HDPE (S�ARE) �� i ? f SYSTEM FEED j EXIST 3" HDPE 13 NEW 4" HDPE' 3' GALV RIGID STEEL PVC COATED CONDUIT i i 4 0 -., 2" GAILY RIGID STEEL PVC COATED CONDUIT y MAN(FO�S+-3" GAS-_ !I i b i � � i y' � F X0R y i 1 1 i 4 ASPHALT 15,ISD i SIB C i `� i i } , S _ 30"SD - a ` GAS g_ EXIST SPLICE BOX —_y _ r _o NEW 3" APE: �2" GALV RIGID STEEL PYC COATED CONDUIT 3 ;� - ' #6 _ \ "�9 1' r C it 1 _ t` 12„ 52" ' CONDUIT 4 GALV RIGID.STEEL PVC COATED COND ,y - 11 t<v�yl,v �-- ,' 2" GALV RIGID STEEL PVC COATED CONDUIT A'` '0 2' GALV RIGID STEEL PVC COATED CONDUIT 5 \' \�2\ fit GAS GAS METER MANIF Q \ \�\' . 1 T - SEE DETAIL 196035-P-04 3 f LI "> EXISTING 12 3' HDPE SWEET GAS TO HOAG HOSPITAL i 3' PVC GAS " FROM BALBOA COVE WELLS 13 4 HDPE FROM GAS WELL yj6 10 3/4" CPVC CITY WATER SUPPLY O14 4" HDPE FROM GAS WELL #5 (PORTION) 14 3" HDPE FROM GAS WELL #5 15 4" HOPE FROM SUPPORT SERVICES BLDG 19 3"'HDPE CITY GAS TO, VALVE BOX 16 3' HDPE FROM BALBOA COVES GAS WELLS " - 20 3' HDPE GAS TO HOAG HOSPITAL 17 4" HDPE FROM SUPPORT SERVICES BLDG 18 3" HDPE (SPARE) - LAST UPDATE. 5:52pm - 06/06/1997 HBE CAD FILE: UTIUTY4 APPROVAL IN CONCEPT N0. This project cbmorms to ail applicable planning regulations and policies in effect on this date. These plans are not to be used for construction purposes. No bfi'ding permit will be issued until approval is received Prom the Calilo ' •Coastal Gommi ion.. , PLANNI DEPARTME B Date: 0 JUN 0 71007 JOB N0. 96035 i o` I ,F 1 LAST UPDATE: 9:57am — 06/07/1997 e cc I a 6- CO 3'-6" 6'-6" 5'-0" 5'-4" 11'-8" U 6'-0" io Bum AI X X ----X * —x -*------X X------ --- * --x-- - I � IN Tf PCV PCV 132 I I I 1 133 M I --- -- --- --. 0 a z 7 700 PSV e 0 U_ E o 4" FLAME I vl — — — ARRESTER I o w w I o PCV PCV a 137 135 H -- ---- QH-- f SCRUBBER 104 LNG I -FLARE SUPPORT TANK" STRUCTURE / PCV PCV #2 138 136 `° I I N o DUMPSTER � II I / I • // ', I i BLOWER #1 1 i I I PSV E I / \ I o SCRUBBER I z BLOWER #2 n I I PCV 1 100 PCV LH2S ANALYZER 1130 �-TRAFFIC BUMPER e O I i7 I a w • ------ -- -- -- --� zfkf ?: i I I I f III I o d co 0 a 480V MCC I( 11 i 8'-0" HIGH PVC COATED FABRIC Q FENCE WITH VINYL INSERTS, n n n n n- FENCE FABRIC, POST, GATEAND INSERTS TO BE C L 4"--- FOREST GREEN. oi_ L----- -- — -- ------ , ---— 0 I - - - — _I l - - -- - - -_ CURB o• —x-x----- --- rt- -- ----x- --- - �x 13'-0" 17'-0" 2'-6" 2'-0" SG. 2'-9" 24'- 0" GATE 6" --__` — �uMr HBE CAD FILE: 96035-4R fhT'yIIFNEWPORTBEACH kPPFM?VALIN CONCEPT Nb•. rG TIrds project conforms to all applicable planning regulations ai'.d policies in effect on this date. These plans are not to be used for construction purposes. No building permit Brill be issued until approval is received from tho Cato is Coastal Com s' n. PI_ DEPARTMENT Date: x= ' I eROfESSlpN LALh,q�Fc JUN A P1 1997 JOB NO. 96035 � A.1 _ ■ 17 FLARE 1 EXISTING TO BE DEMOLISHFQ) BLOWER PACKAGE 1� BLOWER PACKAGE 2 (NEW) FLARE (VIEW) AIR COOLER AC-1 (NEW) SUPPORT '" 6" HOPE 4" HDPE INDUCED -DRAFT WASTE GAS FLARE WASTE GAS BLOWER (PRIMARY) WASTE GAS BLOWER (SPARE) INDUCED DRAFT WASTE GAS FLARE FORCE DRAFT TYPE SERVICES 150' - 1060' 3' VAREC MODEL 239A POSITIVE DISPLACEMENT TYPE "' POSITIVE DISPLACEMENT TYPE 6' VAREC MODEL 239A DESIGN FLOW RATE = 200 ACFM BUILDING " � P', MAXIMUM FLOW RATE = 4,025 SCFH OPERATING FLOW RATE = 175 ACFM MIN. OPERATING FLOW RATE _" 175 ACFM MIN. MAXIMUM FLOW RATE = 20,100 SCFH '335 SCFM) INLET TEMPERATURE = 375 'F '= (SPARE) "' 6x4"` I - - 149 / INLET PRESS = 1/2' WC' OPERATING FLOW RATE = 200 ACFM -WC VACUUM MAX. OPERATING FLOW RATE = 200 ACFM SUCTION PRESSURE = 83" WC VACUUM MAX. PSIA) INLET PRESS = 1/2' WC 73.6 SCFH OUTLET TEMPERATURE 120 'F "" TWO 1/2 HP, 48OV, 30+ FLARE -- - - /�FT�,_' SUCTION PRESSURE = 83" (3 PSIA) (3 PILOT GAS CONSUMPTION = FANS #2 '/z' S.S. 139 r DISCHARGE PRESSURE = 4-12 PSIG DISCHARGE PRESSURE = 4-12 PSIG PILOT GAS PRESSURE = 12' WC _ z DISCHARGE TEMPERATURE = 220 "F/375 'F DISCHARGE TEMPERATURE = 220 'F/375 'F FLEX i' -" 3 . HOSE 3 _CPVC -- '/z' 3 HP = 30, 480V, 34 HP. = 30, 480V, 30 15 P 1 2• ----- ------------ 6" HDPE 4" HDPE n CPVC 147 rr-------------------- --------1' SUPPORT o 0 0 0 0 0 150, 1060' FT _ FR t PCV 4. SERVICES 107 l07 , /2 S.S. 137 I I 33 ,WAY BJILDING o 0 0 0 0 0 6"x4" _ /z v FLEX t' 3 I w�oP�Tu+o i rsH (FUTURE) HOSE 3 CPVC i , -..- 3" I R S 2> E E eP_BLO 1 PI 2' i I SUCTION DN-ot�RAr R I 3• I " �r 1 PI SCRUBBER \E' CPVC AI 3 " 1 '3 " RELOCATEDTO BE (erg I I 0 BLOWERDI GE WELL #7A 8" PVC ' �/ tile I I PACKAGE 11-s, R<Fr 108 1081/z' S.S. 138 3 3 i i 2' 3Y IIIF— FLEX - t • 3 " 3 , 3 I L _ LSE•H EXPANSION FLARE HOSE ♦ CPVC I '�Do, ' aolNr1 GAS MONITOR CONTROL 4" PVC - 200' 2' 3 ' 1r 3 ' 3 " I I "1 BLOWER 'E' 3" PVC - 200' CPVC Af i -� (EXISTING) 3" HDPE 1030'' BALBOA ° ° ° ° ° ° - TO BE DEMOLISHED I I I I I COVE 3 i' 3 3 I EXCEPT ti NO,eD 00 DODO 16 - 1 / PR Z— p 1 p N p 11 146 I DRAM j E FAQ 1 EXIST!FLING AME i L ,.'/issPas L- - L - - —}EI E ` FE E ARRES' OR /2 3 PVC RECOVERED GAS cDFLEX - t• 3 " TO BLOWERS 3 ''/_ L 4' 3' r � i_J 3_' I3'3"(TO BE DEMOiJSHED) HC-HOSE - o 2' METER TUBE I L11J PI � 3 3" PVC CPVC a ® T E z • 115' 4" HOPE 7030' a D1 3"x4" ; - BLOWER PACKAGE #1 TO GAS ; BLOWER PACKAGE #2 PilP 1 F11 3' C.S. ,IAONRO� i 3' C.S. WELL 6 FLEX FT - FlT i 45 ' PCV - - . - . P . - . _ . - . - t # 18 HOSE 105 105 , /2 S.S. 135 , I -T� 1 Ft I H.OA H-O.A, H"OA I I 1 ` H.O.A. H.O.A. H.O.A. /2 , H3D 3' PVC 3" HDPE 3" HDPE 6" HDPE 3 CPVC I ' "'� 3 " i PI -" -- I `*� i PI I n CID Ai r_ -RELOCATED- i. ,I I i I ` SCRUBBER ' i I i----------� 122 15' 16G' F1WV 1� — _ _ F2SUCTION L_ �_ SCRUBBER '—�----�-------- .i I �----"'1-----1 _ T_ ' BLOWER E PI 4" HDPE 1040' �L - I i +sH �LL._-0 2 ^ 14 1 .FJ r �--i INLET SILENCER 1 1 I ! Fl ' -{� ,` i INLET SILENCER = I I :' I J LC\ I 71� 1 ! 1 J LG1 r T I I {• U I � �\ Ft UI _. _. _. _1/ I i 1 I I '� �' \ F2 • , > I '/L • _ _ _ 3/i GALV. I I '/z' 3/i GALV. - EXISTING TO BE DEMOLISHED L - - - - I - -" -- • -- - - ►1 /a GALV. r I _/4 ATV. I (NEW TIE-IN) ' - /�y'Y� • + \ F7 �-' — • 1/2 HP SIGHT 1 I 4' F2 r . — , 1 1/2 HP �, 1 SIGHT WELL #5 1$ TYPICAL i _ i' �� I---� . ll 30 HP T 1 � COOUNG T FLOW 1 1 � ' I c 30 HIP T I 1 ---- - -Ve 1 ) S7 �Fto L1I�— --- - _T - } -p1 . _�� MOTOR F2° - N I FLOW MOTOR J-- METER }� M , 1 Fp� `G .L - METER GALV. i FAN C' GALV. _ __, - ! EXISTING 2 WATER LIN ROWN VVV I n -- — _ ---- C . — : ! - - _ - -r - -ly'lip I L._ - - SG - LS LII '� I — --' CIR. PUMP' I �' II -�•, N ! - J' I i - I I ` F7 -- I CIR. PUMP I F2 `"_ - Blow _ _ . U TJ I = I 1 Blow _ 1 D i f r �. C: If T I 3/< F7 , 10 OUT SILENCER ` F2 ,., OUTLET SILENCER „ I _ i n� S/4" 3/a" 16t ram. —.—. FILL 75H `,•�L,; BFPV -'-' Fz - -- - - . - I SS. / _—L GLRESOERVOIREk \' r - ' /2' S.S. /z �' CASE `fir ' --- n .-'—' ��- 11i 1 i /x � CASE I - — -1 L 1 _ J ATEk 01 ------------- " FUNNEL 4" FUNNEL Vl 8 3' HDPE GRAVITY DRAIN' DI 3' HDPE +� of a1S TO SANITARY SEWER 3/4' PVC PIPE 3 4' GALVANIZED PIPE �� HOSE ng ROBE RUNNING BIB 3/4" GALV. CITY WATER BIB %z TRAP 3/a HOSE 720 3" C.S. BLOWER DISCHARGE BIB 3" C.S. BLOWER SUCTION 3" .;.S. RECYCLE 1/z' 4" HDPE GRAVITY TO STORM DRAIN DI I I I LSH 170 SURFACE DRAINS 4" KNIFE GATE VALVE I 24' MANWAY (DUMP) Sy SP E 30 PSIG 24' MANWAY (FILL) RUBBER '#1�1117 f SCRUBBER #1 (NEW) 96'- x 22'-0' S.S. DESIGN PRESSURE = 30 PSIG DESIGN TEMPERATURE =-650 'F PSV SP E 30 PSIG M U z 24' MANWAY (DUMP) SCRUBBER J2 (NEW) 96' x 22'-0' S.S. DESIGN PRESSURE = 30 PSIG DESIGN TEMPERATURE = 650 'F TO GA.3 MONITOR 1 3D J 3 W2w�a DO -- / t/2 PT _ ... SOV 122 - Df 100 '/2 P I 140 12 S.S. CONDENSATE DRAWOFF VALVE PCV 130 SP 10 PSIG CS HDPE > V) U� CONDENSATE TRAP a FROM EL AS _ _ _ _ _ 1 6" DIA. x 12'-0" LONG p 2 CITY 5-7 PSIG F 3 " I '� 3" CNB (HDPE) I I I GAS VALVE VAULT 3/44 H2S GAS ANALYZER 0-50 PPM EXISTING LINES ' NEW LINES — - - — PACKAGED UNITS —"- - --, PACKAGE PIPING/EQUIPMENT ----------- ELECTRICAL NOTES: 1.. WHERE NOTED, CARBON STEEL LINES SHALL BE INTERIOR COATED' WITH 10' TO 16 MIL OFT ,CERAM KOTE 54'. 2. ALL ALARM SYSTEMS SHALL BE INSPECTED AND MAINTAINED IN GOOD WORKING ORDER. 3" C.S. SOUR GAS TO TREATMENT SYSTEM 3" C.S. SWEET GAS TO FLARE al FLAME . FAILURE FLAME IGNITOR ' SAFEGUARD UNIT FLAME UV'SENSOe•, SET AT 12" bv( PCV P I 134 144 I 1 FLAME '/2 PILOT GAS UNES ARRESTOR I IT '/z • i t/z• C.S. 1/2 1/2' j TO GAS SOV FC I MONITOR got i FA 6X4 3 7 N 0HSD MD PILOT VENT TO SAFE LOCATION i :4, 1 1 MIN. 7'-0' SPODI 4 PSIG I vi I I f/1 I 123 S.S. -*e i SOV 4" FLAME 700 ARRESTOR '/z' '/z' 2' 2' \ FR PR PCV "1 \ t0a 704 13? FA SP 0 ' 4 PSIG Pov SP 0 104 33 10.5 PSIG T _ 0 2 Y H.O.A.! N.O.A.I '/? 1/2' S.S. 1/2 HP FAN Ao /z' pg - I 1 -----'-J i 724 SP 10.5 PSIG 1/2 P I 1/2 HP FAN 151 103 AFTER COOLER AC-1 M-7 Fr 103 3 -1s It ROOTS METER a 7M175 1/a' P 1 1" T T _ 142 T T 103 ! 169 I I 2. PT --� I 1 '/z PT03 121 AI 1 3/a Q 165 SP ® I 11.7 PSIA 164 141 '/2 S.S. PCV 131 t/2 P I Ile1/2 150 1/2- PILOT GAS 3" HDPE SWEET GAS TO HOAG HOSPITAL GAS METER MANIFOLD P I ; 101 2 150# - " ---- ------ - ROOTS METER 4'-15d Al 02 ----- - ----- 102 # ROOTS METER ;HDPE I T T P T � 101 io1 3M175 � o CITY SALES T T P T COATED Cs 1oz loz 4M175 HOAG TOTAL FLOW o CITY OFNEWPORTBEACH SEE NOTE 1 APPROVALINCONCEPT NO. I 3 • 1 " 1/2 " 3 3 1 " Y2 3 • ' This progct condorins to all applicable planning regulations I M _ 3 M _ 6 and policies In effect on this date. HDPE I COATED CS These pl�rS are not to be used for construction purposes. No 1 SEE NOTE 1 building permit Will be issued'unill approval is received from I .� 3 3 the Calif a Coasts! Cemmi si n. Co E t' DEPARTMiEPIT ,� WAFER_----------------------------- CHECK --- ------------- --- ------- T SEE HD . 4' Date. Q IU-- FJQ- �\ laj O_ r-----r--- (y V) z ?000't OPER 7 1/4" NPT OPER w 9 PSI PCv SP ® 8 PSI /L`" PI \ E-'C/8 PSI PI / T T P T T = HDPE CS \ E1 I / E2 0 G4 I 3" CS '/z' 3 3 Cr�� 3 1 �7 I RECOVERED GAS SUMMARY SOURCE WELL WELL WELL BALBOA SUPPORT CURRENT DATA #5 #6 #7 Cov€s BUILDING FUTURE COMPOSITE FLOW RATE CFM CURRENT 52.1 70.8 23.6 ? . — 140 FLOW RATE CFM FUTURE 57.3 92.0 23.6 ? ? > 172.9 TEMPERATURE 'F 80 80 80 AMBIENT AMBIENT -- WELL-HEAD VACUUM 'H20 CURRENT 48 35 40 30 — WELL HEAD VACUUM 'H20 FUTURE 40 40 40 30 30 -- METHANE % 70.3 68.1 , 3,0 2.0 2.0 > 61.9 H2S PPM - -- 5,300 6,100 56 60 60 < 4,000 % % TE /P V�SP ® r------ \ JUN 0 71997 t" UTILITY GAS E2 8 ,PSI _'II ` -� r-- ----- ,7 L._- TO HOAG (S(0, CAL. GAS) 1 1,/4" NPT 4 - Z �I r\ /z," 6 . �- 6 . -BOILERS/CHILLERS (\`M 96035 11 , UPDATE: 11:14°m - 06/07/1997 HBE CAD FILE: 96035-3R HOAG MEMORIAL HOSPITAL PRESBYfERIAN METHANE GAS RECOVERY AND FLARE SYSTEM UPGRAD . GENERAL OPERATING DESCRIPTION Please Refer to the "Sulfur Treatment System P&ID" Dwg. No. 196035-EF-01 Currently a methane gas recovery and flare system exists on the lower campus. This system collects methane gas from three (3) extraction wells and a subsurface .pipe collection system at Balboa Cove. A blower at . the temporary facility takes suction. from `a common pipe which is manifolded to individual collection pipes from the extraction wells and Balboa Coves. The blower maintains a vacuum on the system and boosts the pressure on the discharge to approximately 5 psig to feed the existing flare. The blower is operating at its current rated capacity, 140 cfm, which is about twice the capacity ofthe existing flare. There are no flow or pressure controls on the existing blower and, thus, there is no way to set individual flow or vacuum points on the individual wells. The system has minimal automatic shutdowns and no backup blower and, thus, when the system shutdowns for mechanical problems or maintenance, the flow stops from the wells and the methane gas seeps rapidly to the surface. The new system includes a 100% standby blower and numerous safety, shutdown and monitoring features. it is a!so designed for increased capacity, 175 CFM, with future capability to 200 CFM. Since the composite recovered methane gas stream contains around 4000 ppm of hydrogen sulfide gas, and because it would be desirable to burn the gas in the hospital boilers, thus reducing purchased city gas, a scrubbing system which will reduce the hydrogen sulfide concentration to less than 5 ppm is being installed. Thus, two operating conditions are possible. One condition will burn the recovered gas in the new flare system, and the other condition will scrub the recovered gas of H2S and burn the gas in the Hoag Boiler System. A -completely new blower package is being purchased and is designated as "Blower Package No. 2,' Part of the existing blower ' package will be reused, i.e. suction scrubber, discharge silencer and miscellaneous items, however, the ma;ority of components,including the blower -and motor, will be new. The idea is to have two identical units. To minimize down time, the facility will be constructed and commissioned prior to taking the existing blower and flare off line. The existing b!ower package will then be sent back to the manufacturer for upgrading and returned to the site for installation as 'Blower Package No. 1.` The blower packages utilize positive displacement blowers. Suction pressure is maintained by a discharge to suction pressure control valve set at 11.7 psig (PCV-131). The idea is to have slightly more blower capacity than demand which will be adjusted, if required, with sheave changeout of the belt 'driven blower. Individual vacuum regulator valves, PCV-135, PCV-136, PCV-137 and PCV-138, will control the vacuum to each, extraction well and Balboa Coves. A future valve, PCV-139, will control the vacuum on the future., support services building collection system. As stated above, the system is designed for two (2) operating conditions, one for gas burned in the flare and one for gas scrubbed and sent to Hoag boilers for burning. For the flare only case, r the. blower discharge pressure will be 4 psig. This provides enough pressure drop for control valves;'metQrs, and flame arrestor and flare burner tip.,, This pressure is setby Control Valve PCV-132. For the scrubbed case, the discharge pressure is determined by what pressure is required to enter the City ;Gas line, plus the pressure drop required across the scrubbers and piping. This pressure is set' by PCV-130 which is set at 1 Opsig which is calculated to give 12 psig at the compressor. Should any plant shutdown occur which. would close SOV-100 or should the pressure rise in the City Gas line for some reason, PCV-133 would open and divert the recovered gas" to -the flare. Because the discharge temperature of the blowers will be 375 F a� 12 psig discharge, blower end plate cooling is required. This will be provided on each skid by a closed glycol/water circulation system with an air cooler. Each blower skid incorporates an inlet scrubber with a high liquid level shutdown, discharge high temperature shutdown, inlet and outlet noise silencers and an automatic liquid biowcase to remove any condensate. In addition, aftercooler, AC-1, is required to cool the gas from 375 F to approximately 120 F for proper scrubber operation. The system incorporates a flare with an automatic flame safeguard 'system. The system is integrated with the plant PLC (programmable logic controller) and :function's as follows: ;f a blower is running' and PS-122 indicates pressure, the automatic ignition sequence is started. SOV-201 opens and a!lo'tis pilot gas to enter the flare tip. Shortly thereafter the spark ignitor is energized which lights the pilot. Once the UV sensor indicates" that` the pilot flameis established, the -main gas value, SOV-700, is opened. After approximately a one minute delay the pilot gas valve, SOV-201, closes. This shuts, off ,the pilot gas' to the flare to conserve pilot gas. As long as the UV sensor sees the main flame, the main flare gas valve, SOV-700, is held open electrically. If the UV sensor does not see a flame or if the blower shuts down and PS-122 does not have adequate pressure, SOV-700 closes and the flare startup sequence begins again after a time delay. Individual flow meters will monitor the flows from the various sources. Flow meters will be installed on each inlet line and on the main gas line to the flare. For the scrubbed case additional flow meters will be installed to measure the City, Gas flow, the scrubbed or sweet gas flow to the flare and the totai sweet gas flow to Hoag Hospital. A hydrogen sulfide gas analyzer will monitor the outlet of scrubbers for hydrogen sulfide presence. A level above 5 ppm will sound or. alarm and close SOV-100, diverting the gas system to the flare. A gas detection system will be installed and is designed to monitor the levels of methane ,gas and hydrogen sulfide gas in the atmosphere within the processing site. We are installing three methane sensors within the site and three hydrogen sulfide monitors. Hydrogen sulfide gas is lethal at high concentrations and, thus, this is the most dangerous of the two gases. Within the process site, sensors will be installed at three separate locations. Indicator lights and a horn will be installed on top of the control panel and will be visible from all locations within the site. Sensors will be instated near the scrubber vessels, adjacent to the flare and to the south of the blowers. Each sensor will have.a continuous ana'iog readout or the site control panel which will also be sent via a data highway to Hoag's remote monitoring system. Each sensor will have two independently adjustable alarm points which will trigger the site alarm horn and lights. The hydrogen sulfide sensors will have a range of 0-100 ppm. A level of 10 ppm will trigger a rotary amber beacon type light on the site and sound a site alarm horn for approximately 30 seconds. This will warn operating or maintenance personnel on site to check the main control panel for the specific sensor location which has detected the leak and take appropriate corrective measures. In addition, this alarm will also be sent to Hoag's remote monitoring site which should notify Hoag maintenance personnel to go to the site and take corrective actions. A level of 20 ppm will trigger a rotating red beacon type light on the site and again sound -the alarm horn for approximately 3D seconds. This will also shutdown the blowers automatically and be the signal for any personnel on site to evacuate the facility. The second alarm will also be available at the Hoag remote monitoring site which should trigger an emergency response unit. Shutting off the blowers will stop the incoming gas stream and the hydrogen sulfide gas should disperse rapidly in the atmosphere allowing maintenance personnel access to the site to make repairs. The methane sensors will have a range of 0-100% LEL. A ievei of 20% LEL will trigger a rotating blue beacon type light on the site and sound,the site aarm horn for approximately 30 seconds. This again will warn operating or maintenance personnel on site to check the main control ponei for the specific sensor location and take appropriate corrective measures. A level of 50% LEL will agalr. trigger the blue rotating beacon and sound the siren alarm, horn for approximately 30 seconds. This will automatically shut down the blowers. The plant PLC (Programmable Logic Controller) will control and monitor all plant functions. In addition., all functions are available for remote monitoring and control from Hoag's remote monitoring site via a data highway. The PLC will automatically start the standby blower if a failure occurs on the primary blower. Selection of which blower package will be the primary and which will be the secondary will be via a selector switch .or. the main control pane;. Indicating lights an the main control panel will indicate all abnormal conditions. Flow computers, with reset totalizer and instant flow rate indicator, are being mounted on the main control panel for City Gas flow, total Hocg flow and sweet gas to flare flow. 1 T3t� ptcystt ceet�.u�?s A3 tM� p9�rg nagum+��ts , PAd POWs ti suet on this data. These Mars ere not to be used for consVuction purposes. No , bugftg permit wig be issued until approval is received from the Catiio i Coastal Co i sW. fsI ANN EPARTME - 6 Bl' Date: , a t C,n l� E 9 �?F sf9lf0 CACIf�`�a\Q JUN 0 71997 JOB NO. 96035 LAST UPDATE 8:26om — C HBE CAD FILE: 96035EF2 PS-1, 3/4" SCRD BACKFLOW PREVENTER, CLAYTON RP-2 196035—P-02 t 196035—P-03 t —_ -- — . — -- ---FG H 31-♦� TIE—IN TO EXISTING 2" PVC (BROWN) I'. WATER SUPPLY HEADER CV I 123CV 143 132 FENCE fAtfKIC, PUST5, AND INSERTS TO BE FOREST GREEN WATER SPRAY HBE CAD FILE: 96035-5R C 6/3/97 RE —ISSUED FOR PLAN CHECK B 2/24/97 ISSUED FOR CONSTRUCTION A 1/27/97 ISSUED FOR PLAN CHECK REV DATE DESCRIPTION REVISIONS LINO LEGEND �. f O/ 1. 3" GALV ,RIGID STEEL PVC ;COATED CONDUI- —'POWER 2" GALV RIGID STEEL PVC COATED CONDUIT — SPARE (POWER) O2" GALV R131D STEEL PVC COATED CONDUIT"— SECURITY' CAMERA O2" GALV RIGID STEEL PVC COATED CONDUIT — SECUPITY PHONE ( 5 ) 2" GALV RIGID STEEL PVC COATED CONDUIT — SPARE (COMMUNICATIONS) ( 6 )6 2" GALV RIGID STEEL PVC COATED CONDUIT — DATA SYSTEM 2" GALV RIGID STEEL PVC COATED CONDUIT — INSTRUMENTS TO NIETER MANIFOLD 3"—HDPE TO SANITARY SEWER 3"—HDPE FROM GAS WELL #7A 3,/4"—CPVC WATER SO 1 i 4"—HDPE TO S70RM DRAIN j 2 3"—HDPE SWEET GAS TO HOAG HOSPITAL 13 4"—HDPE FROM GAS WELL #6 14 4"—HDPE FROM GAS WELL #5 15 4"—HDPE FROM SUPPORT SERVICES 16 3"—HDPE FROM BALBOA COVES 7 4"—HDPE FROM SUPPORT SERVICES (SPARE) j g 3"—HDPE SPARE) i.. 1 I CITY OF NEWPORT BEACH APPROVAL IN CONCEPT NO. Q��'—� 7 This project conforms to all applicable ptanning.reguiations and policies in effect on this date. These plan§ are not to be used for construction purposes. Na building permit will be issued until approval is recehred from the mm Catiforr{'a COastalCeission. nl wnnuK drn�n+u:MM • < 0 n i n JUN 0 711997 JOB NO. 96035 q�SG HOAG MEMORIAL HOSPITAL PRESBYTERIAN DATE 1 27 97 NEWPORT BEACH CAUFORNIA CHECKED SULFUR" TREATMENTSYSTEM JSG APPROVED PIPING 'PLAN JSG APPROVED SCRUBBER AREA - JSG BY CHK APP SCALE HOBBS—BANNERMAN ENGINEERING, INC. DRAWI�5-�P-011 REV 3 e = 1'-0* CERRITOS, CALIFORNIA 96C �Y 3/4'Nk. 3/4"NPT 1/2'NPT 2" FNPT 1/2."NPT,1/2"NPT TE. T I P I PCV P I PT 1 165 164 150 131 141 120 - 3"-150# RF 3'-150# RIF BLOWER #2 SUCTION BLOWER #1 SUCTION AFTERCOOLER AC-1 r-� T I I I I I I I I I I , I I I I I I I I I , 1 I I I • 3" SCH 40 CS PIPE, GAS FROM WELL MANIFOLDS I 1 3' SCH 40 CS PIPE, GAS TO SCRUBBERS 1 1/2'11T 1!2'NPT 3/4'NFT 3/4'NPT 8" 3" 3' 8" B" I PT P 1 TE T f 3"-300# RF - I 121 t42 163 162 FE 3•-150# RF 1 E Rr1,2. 4- 1/2•� 1/2- 1/2' 3"-150# RF - 1/2 1 1 3" SCH 40 CS PIPE, BLOWER DISCHARGE TO FLARE • I 1 3/4" SCH 40 GALV. PIPE, CITY WATER 3/4"x3/4"x1/2"A.I. GALV RED"TEE 8 8^ 8• 8^ 3"-150# RF 3,/4" GALV PIPE "AP 1/2"-BRONZE H SE 818 BLOWER #1 DISCH I SR / 3"-150# RF TYP 2 PLACES I� i BLOWER #1 DISCHARGE HPFS EL. 18.33' (------- ---- -- L - - - --- - -� ---- 1 N END VENT TOEATMOSPHERE � - -� SECTION /� 7'-0" ABOVE HPFS 96035-P-01 A 3/4"=l'-O" UNISTRUT P-1000 x 4" LG � 3/4"NPT 3/4"NPT WELD TO STRUCTURE (2� T I TE HATER SPRAY 3" SCH 40 CS 3' SCH 80 CPVC. 4'-6" ABOVE HPFS 161 160 SEE DETAIL 3 1/2" OD x .035 WALL-`_ 3" SCH 80 CPVC TEE, S46 3'-150# FF WN FLANGE 316 SS TUBING, RUN 3"Sx 3/1T CPVC RED BUSHING i 96035-P-05 4 TUBING TO FLARE STRUCTURE (TYP 2) 3" CS_ _ _ �- 1/2"-150# RF WN FLANGE, SCH 40 BORE �T--- GAS FROM MANIFOLDS --� ----- --- - --- ---------- - - — - — --- -- - 1/2"'NOL I 1/2• NFT 1/2' NPT,1/2*,, n _ _ 3_CS_TO SCRUBBERS _ I _ 3' SCH 40 CS PIPE_ 1, 2' PILOT GAS TO FLARE 1/2' NPT P i t 03 SOUR GAS TO SCRUBBERS PS P I 2" NPT 151 3/4' NPT 1/2' NPT 3, a NPT 123 143 PCV " PCV 124 I M TT PT T I 132 3 CS 133 7, 103 103 166 I+ - O I 3" SCH 80 CPVC PIPE a 1 0 FLARE 3"-150# ; I FROM GAS WELL MANIFOLDS 3" CS,�:, 1,.. 1,'z 1/2' GAS FROM BLOWERS 3" SCH 40 CS PIPE _ tO --_ 3/4" GALV PIPES T + • 4,/2 Hose else SWEtT GAS FROM SCRUBBERS CITY WATER 3/4•• 1/2• SWAGE -A 1/2" SCH 40 CS 3LK PIPE 8" 8" 3" I I PILOT GAS. TO FLARE � I 1/2"-3D # FS SOCOLET 1/2'-S8 PIPE NIPPLE, PE . 1/2"-8ALL VALVE, SCRD-SW --- ' •- . , HPFS EL. - 18,33'--------- ---- - --r=j--------- - - 3"x 2" SWAGE RED, BLE-PSE (TYP) SUPPORT � 2"-3000# FS SW UNION, (TYP) SECTION - SEE DETAIL ' � B 196035-S-02 196035-P-01 TYP 3 /4"=l'-O" " 1/2",MNPT 2 NP? 1/2" SS TUBING TO PRESSURE TAP ON PR-104 3/4' I 3/4" SCH ATE 40 GALV. PIPE CITY' WATER SUPPLY 1 9 CITYOFNEWPORTBEACH APPROVAL IN CONCEPT NO. „ This project conlorms to all ap��Pjanmggu� tons and policies in effect on this date. 1'-3" ^' - 10" ^'-3" Lse plans are not to be used for construction purposes. No P I TO P I PCV TO PCV ----- ding permit will be issued until approval is received from 3" MNPT STAINLESS STEEL SP 145 148 135 P 38 _ — Califo •a Coastal Commission. 13RAIDED FLEX HOSE 2 I NN DEPARTMEN TYP 4-8" 5'-0' S'-6" i 6'-2" 77 I I I I 3" CPVC BALL VALVE Sx^ " I � � O F7 105 TO 108 3" SCH 80 CPVC PIPE SCH 80 CPVC TEE, TxTxT 3" Txl "S CPVC RED BUSHING i" CPVC BALL VALVE, SxT 3"x3"x2" SCH 80 CPVC RED TEE, SxSxS-/ 3" CPVC BALL VALVE FNPT 2"Sx1"T CPVC RED BUSHING HPFS EL. 18.33' — �1 (!I 3" HDPE/3" NPT ADAPTER IT III 3"-HDPE PIPE FROM GAS WELL (TYP) r1-1 2 SCH 80'PIPE (Orj SECTION 196035-P-01 1 3/4"=1'-O" /- , /2 ODx.035 WALL 316 SS TUBIN3 W'/ S'NAGELOK FITTINGS 2" CPVC UNION, SxS (TYP) 2" SCH 80 CPVC TEE, SxSxS 2"Sxt'S CPVC RED BUSHING '" SCH 80 CPVC PIPE NIPPLE, PE 1" SCH 80 CPVC TEE, SXSX� 1"Sxt/2"S CPVC RED BUSHING (2� 1/2" CPVC BALL VALVE, FNPTxS 1.2) 3"x2' SCH 80 CPVC CONC RED, SxS �M) SEE DETAIL 2 196035-S-02 TYP yl < 1 y 4 n W > to 7n to 3" HDPE/3' NPT'ADAPTER .� UU U m UC9 UU a O n> a U 0 > _ U O HPFS "Ur) U_ iUi ��.. » 4 ul� `o I . LAST UPDATE 3:{Spm - 06/09/1997 HBE CAD FILE: 96035-6R HOPE PIPE 'IYP. 4"x3" HDPE REDUCER �Q?QFESS/pry �QpY.LA� III III � U 30' MIN COVER I Ex0 2_ R 9 s9lFof CAl F�Ra\Q SECTION p JUN 0 71997 196035-P-01 1 ' JOB NO, 96035 DRAWN HOAG MEMORIAL, HOSPITAL. PRESBYTERIAN " D1 24 17 NEWPORT BEACH. CAUFORNIA CHECKED SULFUR TREATMENT SYSTEM C 6/3/97 RE -ISSUED FOR PLAN CHECK JSG APPROVED PIPING DETAILS B 2/24/9' ISSUED FOR CONSTRUCTION JSG APPROVH4 SHEET 1 A' 1/24/97 ISSUED FOR PLAN CHECK JSG 1 REV DATE DESCRIPTION BY CHK APP SCALE HOBBS-BANNERMAN ENGINEERING, INC. DRAWING NO. IREVREVISIONS NONE CERRITOS, CALIFORNIA' 96O35-P-OZ , I a r. FLARE 1 ' 4. I r 1/2" FNPT v PILOT GAS INLET TO FLARE. (TYP 2), 6 4 .GONG RED 6"-150# RF FLARE GAS INLET w w a a a a m a m rn a <n U U O U O 00 00 g in e N e N N PU- 5 1 2" SCH 80 CS B'_K PIPE PILOT GAS FA TTT 2 FA / SOV 4"-150# RF 700 1/2"NPT 3" SCH 40 CS PIPE GAS TO FLARE "O I I N I � I I I I � HPFS -- I I I 6" r , SECTION E 196035-P-01 2 3/4"=1'-0" 30 5GN• NIPo6 P i K 105 5 TEE I /� A51" A000 09 35 2 Op16 55 NeiNG FLOW TRANSMITTER — GAS D ETAI L N.T.S. 2 0 I N ,PH pNMI,�ER ow 11 - 1 /2" I I FC 1 2' II it FA SOV P I PCV ii f '3 201 144 134 u u +i. it II II II 11 — II n n n II E .E U- OLT 1/2' --- II- -— _ I i' . II II n ,T I SOV F2 700 ° E 2" NPT ii I u II u u n u u n u u r II I I I u 4'x2" SWAGE RED - 3"x.'" SWAGE RED - LI BLE-PSE BLE-PSE It I 11 II II uI I I T I - II-� 3.4" 3'-0" 1'-4 1/4" SECTION F 196035—P-01 E 3,'4"=1'-O" NIPoI 1� Ft. 55 - I 6 t + TEE 3 � 2" i 5GR D 35 WA �� � 1 12� PNIoT,Ni' 1I D x •55 IPPLE Not > pGGO �. 0 316 N . +A �J6 PLO �pNl 41 NEG(OR �0 3, L G• GS �jp�0 R'D PO 3 �ovAODG� Nof GON ti Z0 g0 1/2 55 NEGTOR aGG 2. tr1 SGN• � 516 GON • >< 1Z� •IdNPT. 55 t _ � 1�2 NOD 1136 5 LINE t . THRD R00HO oROGES ` 1 __ 1 16 55 P tIG 3 pIp'NG �✓ 50�i0 5 i E SpEc i . 300�D TE �2 5GR � F• PRESSURE TRANSMITTER - DETAIL 2 N.T.S. 2 LG. 55 316 ,j50 SG� RE To PRESSU f/ 3" CPVC GAS FROM .MAMFOtDS 3" CS TO SCRUBBERS PCV 132 3" CS GAS FROM BLOWERS GAS FROM SCRUBBERS 3/4" GALV CITY WATER 1/2' JS (B"K) PILOT GAS 0 1-12S GAS ANALYZER a PT � PI 4PC I I 122 10 V 130 .I I� I 3 /4" C .1 1/2" _ ---- STD. 1-00� I 1/2" SCH 40 BLK PIPE 1 2" 1/2" TOL fPILOT GAS TO FLARE I /1-3"-150# RF SCRD FLANGE,CS 3/1" TOE SOV 3"x2" SWAGE REQ.- / 100 BLE-PSE L : (NP, -- - I ) --- -- - ----- -- -- -in - -3" HDPE/3" NPT ADAPTER = --`3" HDPE PIPE SWEET GAS TO CONDENSATE TRAP SECTION G A7 GAS METER M/,NIFOLD 196035-P-01 2 ' I �. 4 r 1 E . iG•16 5' ,�3803 55. /, 150. -t6 TEE . SGRD O vp��E f{ ANGGO . M"rT t�2 LES DRI 00- NO 35, VVALI GTOR FIELD 16 WIT D 5 T GONNE �11i �',IP - / PRES %� t j81rIG � 3, k . SV' ✓ 1 j6 55 1 3 PRESSURE SWITCH DETAIL ,3 N.T.S.—�—•- 2 W Z , APPROVAL IN CONCEPT NO... This project conforms to all apPticable planning regu:ions and policies in effect on this date. These plans are not to be used for construction purposes. No building Permit will be issued until approval is received from the California Coastal Commission. PLANNI EPARFMENT Date Rv 0,-k^ JUN 0 71991 JOB NO. 96035 LAST UPDATE: 7:16am — 06/07/1997 -- - - -- - HDE CAD FILE: 96035-7R —1 � /-- 2" GALV. RIGID STEEL PVC COATED CONDUIT 3" HDPE PIPE - FROM CONDENSATE TRAP EXTENT OF GRAVEL AREA i -— — — -- — -- — — — -- _-- — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 n C� n 3" SOH 40 CS PIPE (LINED) - 3" SCH 40 CS PIPE 3"-150# RF SCRD FLANGE, C. I 3"-1501 RF SCRC n � 20 2" GALV. SCREW CAI .11-II 1i1�, I I I, I �i 3" 4DPE/3" NPT ADAPTER I I i I i i iI i 3" HDPE/3" NPT o II III 2" GALV. RIGID STEEL ;'..: PVC COATED CONDUIT SECTION A -A GAS METER MANIFOLD DETAIL 1 196035-PL-03 3 3/4"-1'-0" I i• , , j +.1 1/4" TOL FOR GAGE -PORT - I C.S. a 3" HDPE PIPE FROM CITY GAS B4 t - ----- d 4' i 19 3" (SEE NOTE #2) EXIST. NEW + + + + P L A N EXIST. NEW 3" - - - / 6" CONCRETE SLAB -1 I i- l I 1=1 I I-,1 ~ PER UTILITY BOX --"'—"'—"' MANUFACTURER'S SECTION B^B RECOMMENDATIONS /Z 6"0 DRAIN HOLE -� GAS VALVE VAULT "BROOKS" 9 1/2"x16"- METER BOX W/ COVER, SERIES 3 SP 1" PVC---, THR'D. NIPPLc 1" PVC-- BALL VALVE 1" PVC PIPE 2"x1" THR'D.� BUSHING 2" THR'D. CONNECTII DETAIL 2 196035-PL-03 3 3/4"=1'-O" - GRADE 3" "PLEXCO" HDPE 2406 PIPE NOTES, 0 1/2" 1'-0" 1. ALL PIPE AT GAS METER AREA TO BE CARBON STEEL, INSIDE TO BE COATED WITH 10.TO 16 MIL DFT "CERAM KOTE 54" TO AND FROM W/ PORTION BELOW GRADE TAPE WRAPPED. j METER AREA 2. 3"-150# RF PLUG VALVE TO HAVE C.S.C.BODY'W/ STAINLESS STEEL TRIM. 3. 3"-150# RF CHECK VALVE TO BE DUAL WAFFER STYLE W/ Q1 IV 20 STAINLESS STEEL BODY & PLATE. } I 4. ALL 3"-150# RF BALL VALVES TO HAVE C.S. BODY W/, III III r 3" HDPE PIPE STAINLESS STEEL TRIM. TO HOAG BOILER HOUSE `- -L ---- 1----� B - i NEW EXIST. `- REMOVE SECTION OF EXISTING CITY GAS LINE 4'-0"x4'-O" UTILITY BOX WITH STEEL COVER �S!DEWALK, TRAFFIC) SAW CUT EXIST. SIDEWALK AND REPAIR AFTER 'NSTALLATION OF / NEW VAULT & PIPE EXIST.. CONC. SIDEWALK "PLEXCO" HDPE 2406 PIPE, (TYP.) ,�- KNOCKOUT IN SIDE / OF VAULT (TYP. BOTH SIDES) NEW I EXIST. "PLEXCO" MOLDED FITTING 3"-90' ELL, IPS SDR 11 (TYP.) 6" OF GRA'✓EL SECTION C-C ELEVATION LOOKING WEST CONDENSATE TRAP DETAIL 3 ;96035-PL- 03 3 3/4"= l'-O" HBE CAD FILE: 96035-BR - 1'6Ar c , APP OVAL I PORT EE T N • 9� 7� APPROVAL IN CONCEPT NO. ,.� This project cor; arms to call applicable planning regu and policies in etrart on this date. These plans are not to be used for construction purposes. No building permit will be issisl until approval is received from the California Coastal Commission. PLANN DEPA4iTAiEN ��M �L L 8� Date: TEE LEXCO" HDPE MOLDED FITTING "PLEXCO" HDPE 2406 PIPE- ' OM SCRUBBER AREA P OFF ENDS OF PIPE W/ "PLEXCO" HPDE 3408 MATERIAL 16" DIA. x 12'-0" LG. "PLEXCO" HDPE 3408 PIPE 01. VW. 22256 I j.2 1�R JUN 0 71997 JOB NO. 96035 I --ICI^ I<- Tf .I--,. I'A111 If. 11 1 EL. 36'-9" 3"-150# R 4 PLATFORM CL MANWAR_DUMEJ_ 3"- 1 5Oj RF GAS OUT 3" SCH 40 CS PIPE _ SOUR GAS TO SCRUBBEI 3" SCH 40 CS PIPE _ SWEET GAS TO FLARE 2"-1501RF SCRUBBER 1 2" SCH 40 CS BILK I PILOT GAS TO FLARE 1/4 OD SS TUBING, 316 SS 1/4' SCRD BALL VALVE, SS SCH 80S .SCRD SHORT NIPPLE, 316 SS / - 1/2 -150# RF BLIND FLANGE, 316 SS SEE ASSEMBLY DETAIL AT RIGHT - 1/2'-150# RFWN FLANGc, 4C BORE, CS � 3' SCH 40 CS GAS TO SCRUBBERS 1 / �' /z• '•NOL, CS I r �I ��3/4 NPT x i/4 TUBE ADAPTER, SWAGELOK SS OR EQ-- 1-3//4' \ 3/4' SCH 40 GALV WATER SUPPLY WATER SPRAY DETAIL 196035-P-01 4 N.T.S. 196035-S-02J SWEET GAS TO HOAG HOSPITAL ELEVATION SECTION -I H 196035-P-6i 4. 1 E: 1:29pm - 06/06/1997 r HBE CAD FILE: 9603511R i 6' OIA HOLE THRU ITAP CRILL AND 4 FNPT TAPPED HOLE' 1/2 -150 RF BLIND FLANGE, 316 SS MARK BEVEL DIRECTION WITH WELD OR GRIND MARK 1/4 SCH 80S PIPE NIPPLE, 316. SS BEVEL ONE END 45', S:iRADDLE BOLT HOLES. r NPORT BEACHIN CONCEPT NO.t conforms to all applicable pla n€ng regulat ons s in effect on this date. ns are not to be used for construction purposes. No ermit will be issued until approval is received from U n a Coastal Commi 6ion. �DEPARTMENp Date,l� JUN 0 71997 JOB NO. 96035 f` V l to f i l x. i • •1� 1 B 9. 10 7 1 1 • 3, 4' 1'' 3 12 i - R 13 14 f r f A n O s R , M ♦ 4 1 • L , , K J CITY OF NEWPORT BEACH APPROVAL IN CONCEPT NO. This project conforms to all applicable pianning ragaft4" ans and policies in effect on this date. These plana are not to be used for construction purposes, No building permit :vi,i be issued until approval is received from the Calitorn{n Coastal Commission, H i t G t FESS/oN9� t E 263 * F Ld I�/1C e • (CONSULTANT:Ly / f'1JJ✓�L%�',iil�Ehl�l /-,/J CIVt Gi IJ_C%.�.r �+ 1 L)Li'- 1 E r 1=to o �ilhk��l;f?Gf AV6 (7� CFRF.(�o5 CA ion 10-oz Z4 . 2 M -_, - - `— PROJECT; HOAG 1 EMORtAL HOSPITAL PRESBYTERIAN [1w o 301 K='r0,9T b�=ACK CA 92b -6100 �F SULPHUR TREATMENT. SYSTEM CONTAINK/trENT STRUCTURE: AND FLARE_ REPLACEMENT zU G�5 aICE REVISIONS/Sueml-TTALS: DATE: 1=„'Ju7 FvR GvtJSt%, FIOTJ 2 25'9"1 rrcu�cr s�rrzcr: RE-IhSUEo Fo}= PLAN GV1Ea{� c 3-q`7 UN 0 71997 ti-CiCr SOWAMK o•re: 8 � Fa,o raa Ecn: _ _ esvm ruR eaarr�cr�ore AGENCY APPROVALS: s:hf: AS NOTED s+crr 'a,.,eor. 196035—G-01 t Q 1; A S �T' EC !0 N ..'ivf' .Bp.7tot1•. � < I - Y 10 1 1` A `' •'�' � Y" i .,., ..-` Y, ,: n .r la , ,. �:' .. � .'. •. — — i ♦i L is t` fi u 1 i i f' f a 1 .dt 1R" F 1 12 13 6 14 J U N 0 7 1991 PAGENCY SUBMITTAL DATE.• •N: B .i.' . ISSUED FOR BIDS: h I 'ISSUED FOR CONSTRUCTION: A5 ND-fE0 SHEET NUMBER: !9(nb35-G-42 A Y r 9 FH SUPERIOR A�ENU SCALE:I"=40' 00, c �p 1t1i FH FH MHMI — — — — — - ------------------------- � V q111 iA 9 �q \26\G 9 I e� 124.18ITP PVC-8 PVC B Tp I EX, FLARE p�C 311p PAC ��lp SI WELL / / Iw #5 ti / hVC.e P EXJzzISTING CA7CH BA I 'A.D.S. 1�` \l, 26•P \ \ \ \ ZZ-_ _AS(W)-DO 4 A.D.S. \ TING '► S ,1 _ — _ _ _ N 2-6- RISER ,� EXISTING ► _ � I \ \ •Iti `\ \ \ \� `— _ _ PA 1� — — — __ INV. 127BIB" SEWER STVB SMH �` y` 3'G S(BI / �� I '�'`�#7 gWEIL`�-F_ _ —Iq_ _ _—4'GAS�i /� w // }.D �_ _ �� �i/� _ �SFgs It 1 _ F —�___ _ VENT .'� �'T� — _LF SMH B:S VENT I : COAS I r0 ��- -�— �__ D DRAIN SYSBEGTEM TRENCH +, ®: WELL 'r \� ` - _ '� I �� _ G S CC _ — — I GAS f7 ASPHALT FH _\ t ! _ _ _ NB)� E ' 2'S- 3'G #6 a HIGH N SMH 74000 COURSE DATA CURVE DATA �N SULF-UR TR c PER EATMENT 410 Lr HOBBS.BANNERMgN GAS FLARE B0 ENGINEERING PLAN \\� `P pTE� C. sWALE TIN PLACE �-l1 -- / fin° C4 Vie. I : = • --.... � / /%� L3 . m2 CUB I I l le. arc L2� Fy �� a `i� 1 P s GU ' 0�hC3 PR 7 IN PLACER n� .� II r C2 \ �03 S 1\ 1 3 rn I I I I I n ci: TT7 -I-Tl-1��=_--_ T___ 7 8•PVC 1SCH � 401- NON -PERFORATED ll l l l f l 777 a. _ E 5'WIDE I I I R WID SU U PLACER _ = I PE HOB_ 8S_ B=RMqEA NGE T S"STEM PIPE TR 'I ice- SITE PI 'NCH LINE I DIRECTION DISTANCE LI N15014'55"E 33.10' L2 N18'07'32"E 17.36' L3 N19'52'37"E 11.99, L4 N19'52'37"E 26.00' L5 N19052'37"E (12.0l') CURVE RADIUS LENGTH TANGENT DELTA CI 880.00, 157,00'1 28.51' 03'42'40" C2 10.00, 15.84' 10.13, 90'43'54" C3 923.00, 4.93' 2.46' 00'18'21" C4 940.00' 35.53' 17.77' 02'09'56" C5 5.00' 7.85' 5.00' 90000,00" 1 TT7 I77" _—= _ ITT T �T7 rr� FrT .. 7T . . . . . . 7rF CONSTRUCTION NOTES�- SAW CUT AND REMOVE EXISTING CURB AND A.C. PAVEMENT AS REQUIRED. (I.E. I'± BEHIND EXISTING CURB) CITY OF NEWPOR I RFacu _ ! - to-- CONSTRUCT TYPE "E" A.C. CURB, PER CITY STD-182-L \ O3 -- RELOCATE EXISTING LIGHT STANDARD Q— REMOVE EXISTING PARKING LOT STRIPING AS REQUIRED, 1 RESTRIPE AS SHOWN NO. This I I These ns ar buildinItpIrmll Will be issued until a the California Coastal Commission. Planning reguiatlons nstruction purposes. No BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. B.M. NB 2-7-77 ALUMINUM CAP 3 3/4 INCH DIAMETER 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 DURUNG THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: 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- CEEOING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND Iprrmfpallmon Iby TT�I�AA����Tpp{}TT(({{�Y (� 1V/A•1SV IIlY/ d'11 "I HEREBY CERTIFY THAT THIS PLAN WAS IO P EPARED UNDER MY SUPERVISION' R - 4ROFESSIp J LHL sv l Q N �}� �Oj r` HOAG MEMORIAL HOSPITAL PRESBYfERIAN LOWER CAMPUS JUN 0 71997 ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY; ABOUT 400 FEET 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 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM WE 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 o I %•-J {,/^^ J(( (/'F/�' y {{A��... (/� - /N Jay• g J -1 �,, �GL-2(• ��',/ % U, �. vL T.T-T. O P.' No. 18559 EASTERLY FROM BALBOA BOULEVARD IOR SUPERIOR AVENUE) ON THE SOUTH- 7x4.5 FOOT PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES- SIONAL. REQUIRED 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 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE �R �a TT /ry 1G\UD111V1G1611�ll\UV , \ DAVID A. BOYLE R.C.E. 18559 DATE A� EXP. 63001 >~PARKING LOT / CURB' MODIFICATIONS REV. DATE BY DESCIPTION APP'D WEST -CORNER OF A CATCH UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CRAND AVE. v SWA AM CA 92705 LIC. EXP. C T IV IL DRAWING NO. BASIN, THE CAP BEING 4.2 FEET BACK OF THE CURB FACE, SET WITH EPDXY. 2098 S. surteA 714-es7-91sa 6-30-01 OF cA�Fo4 196035—C-03 REVISIONS ADJUSTED 1986, ELEVATION= 6.551 H17\RARE.DWG J.N. H17-100-24 liev I AAl,bRAIL Pek N084 - (pJr�1RPJlFt�J w4 r _ F p 41 1 I Dc fA I C �rt►4:pwG . j �- . — — / TN15 �w DETAIL TA I L p wax 1� �" PiarJ I �-' 4 weXie i ., � � CI TNIy `� I I 1 ,'T.r ► I I� rJnnlE DETAIL 3 Nls. DWG AlOMG `• TYP 3 �` �A BraJt rl: 2- 518 N.h• G DE TAIL 5 i�1-+15 DWG 1�1ot-�E I n r�'ST1FF � 5/5" 1_ N I I N 0 M L I K [ J [ m G I QROfESSIO QFO �qDA R M �!F ti e 263 0' � f Jp� Q gel/ `7 d o , CONSULTANT:. NOP�ii`-BArJnle`Kr✓�RtJ ENGlAI£�2rrVr E 1-7000" MAOIJARDT AVE cz,pU r?•QS r CA 90-703 w � 1— cl)LL PROJECT: z W Q HOAG MEMORIAL HOSPITAL PRESBYTERIAN � Lu 301 NEWPORT BLVD., NEWPORT BEACH, CA 92858-6100 L D SULFUR TREATMENT SYSTEM CONTAINMENT STRUCTURE F— cr w AND FLARE REPLACEMENT w UJ W SHEET TITLE: U FLARE SUPPORT STRUCTURE oCL , REVISIONS/SUBMITTALS: DATE: PROJECT NUMBER: 0 14hLiao FoR Coo-srgL)rsnoN 2.25 -9"1 Q RE•ISZuBO Fo?- PLAN GHEGI-- ro-3-9-7 PROJECT ARCHITECT: DRAWN . BY. -. ... JU N 0 71997 AGENCY SUBMITTAL DATE; B . ISSUED FOR BIDS k' ISSUED FOR CONSTRUCTION:' AGENCY APPROVALS: \ Scat AS 40 ED SHEET NUMBER: r �Y y_ 'ii""r i": _ _ c ` .. , +.. _ " � i . } 4' ,K . � 7R I z'r �_� .. i , I DUMMY WELD aE" "A" PIPE - . . x "B" PIPE .r 1/4' 'DIA. WEEP HOLE III o 0 3/16 "C" PLATE FS-1 NON-ADJUSTABLE SUPPORT CARBON 'STEEL '.LJNF SIZE LINE SIZE, "A" PIPE LINE SPEC,' DUMMY WELD I E-6010.' - + - DUMMY WELD t "A" PIPE wE. x -"A PIPE (C.S.) o "B" PIPE (C.S.) „ �¢ "B" .PIPE I I t i/4' DIA. WEEP HOLE III o a 1/+` DIA. WEEP .HOLE o LiI, r "C" PLATE "C" PLATE FS-2 FS-3 NON-ADJUSTABLE SUPPORT NON-ADJUSTABLE SUPPORT STAINLESS STEEL, ALLOY, OR HEAT TREATED CARBON STEEL I LINE SIZE ' LINE SIZE-- DUMMY WELD -DUMMY WELD A" PIPE LINE SIZE— I j /EC F" 6000# HALF 1 I"F" 6000 LIHALFNE PCOUPLING - ----+ - / " E-6010'i-- T-1 # CPL'G WITH STRAIGHT PIPE THREADS "A" PIPE WITH STRAIGHT PIPE THREADS, LOWER 11" _ x "B" PIPE—_ IPE— -- 1/4' DIA. WEEP HOLE — —� — — o 3/ifi ' 7� "C" PLATE FS- 5 ADJUSTABLE SUPPORT CARBON STEEL LINE SIZE TEE t P BAR STOCK PLUG LINE SPEC °- "A" PIPE (C.S.) -- — 1/4 DIA. WEEP HOLE _ 3/ V "C" PLATE . FS-9 NON-ADJUSTABLE SUPPORT SCREWED & SOCKET WELD CARBON STEEL, STAINLESS STEEL, ALLOY, OR HEAT TREATED STD. U-BOLT (LOOSE FIT) WRAP TUBING WITH GRINNELL FIG.#137, OR EQ. 1/a' THK x 2' WIDE WITH 4 HEX NUTS NEOPRENE RUBBER STRIP PLATE 1/4 x4' WIDE x LENGTH TO SUIT — — "A" PIPE I x 2 0 = "B" PIPE I I 1/4 DIA. WEEP HOLE I I "C" PLATE — FS-13 NON-ADJUSTABLE SUPPORT THIN WALL PRODUCT PIPING "A" PIPE (C.S.) WITH STRAIGHT PIPE THREADS, LOWER 11" "B" PIPE 1/4' DIA. WEEP HOLE —\ 3/18' "C" PLATE --"" WITH STRAIGHT, PIPE THREADS DUMMY WELD "F" 6000# HALF _ I CPL'G WITH "A" PIPE WITH STRAIGHT PIPE z' STRAIGHT PIPE THREADS ¢ THREADS, LOWER 11" "B" PIPE---- -------- - p i 1/4". DIA. WEEP HOLE -----\, O = I I 3/16' "C" PLATE — LINE SIZE E-6010 DUMMY WELD "A" PIPE LINE SPEC — { x "A" PIPE (C.S.) in- "B" PIPE, (C.S.) DIA. WEEP HOLE3/16 � 1 I "C" PLATE FS- 4 NON—ADJUSTABLE SUPPORT STAINLESS STEEL, ALLOY, OR HEAT TREATED LINE SIZE - I- �E-6010 DUMMY WELD - -- "A" PIPE UNE SPEC -! "A" PIPE (C.S.) WITH �_- STRAIGHT PIPE - THREADS, LOWER 11" "B" PIPE DIA. WEEP HOLE 3/16' "C" PLATE - III "F" 6000# HALF It, CPL'G WITH STRAIGHT PIPE THREADS FS-6 FS-7 FS-8 ADJUSTABLE SUPPORT ADJUSTABLE SUPPORT ADJUSTABLE SUPPORT STAINLESS STEEL, ALLOY; OR HEAT TREATED CARBON STEEL STAINLESS STEEL, ALLOY, OR HEAT TREATED L 2'x 2'x 1/4 STD. U-BOLT -- i GRINNELL FIG.#137, OR EQ. ' STD. U-BOLT, LINE SIZE WITH 4 HEX NUTS GRINNELL FIG #137, OR EQUAL LINE SIZE FIELD, SUPPORT SIZE CHART LINE SIZE "A" PIPE "B" PIPE C", PLATE "D" MAX "E" "F" LINE SIZE SCH. $0 1" 4'x4'x3/8" C.S. . 3.-0. 3 /16 ' 3/4 1" 11/2' 1• 11/2 2" • 6x6xX1�2' C.S. .. 5'-0. .2^ 21/2 2^ . 2w (WELD,) 3" 1' 1�2w SCH. 80 2" ' SCH. 80 11/2" 4w 6 3" SCH. 40 31/2'80 . SCH. 40 3" 1 100 12^ 14"� 5" SCH. 40 s^,' SCH. 80 8'x8'xS�8" C.S. y4 5. 16^ 18" 20"/24" BAR -SMOCK PLUG LINE SPE-Y T - — n - "A" PIPE (C.S.) WITH -mot- CPL'G WITH FX' - -� 1ti4 X 13 (MIN. 8" LG.) STRAIGHT PIPE STRAIGHT PIPE -¢i I x THREADS, LOWER 11" _ THREADS I I --_-_- ----.. _ ..-. --- .. ----- - _- .---- . � CONC. SLAB OR WALL 1/4 DIA. WEEP HOLE -�\ - '-'- 3/16 o - 2 - 1/2 DIA. CINCH ATJCHORS PLATE 6'x 6'x 3/a' "C" PLATE"B" PIPE (C.S.) SCH.-80 FS-10 FS=11 ADJUSTABLE SUPPORT SCREWED & SOCKET WELD ANGLE SUPPORT " CARBON STEEL, STAINLESS STEEL, ALLOY OR HEAT TREATED f LINE SIZE STD.U—BOLT, W/DOUBLE NUT-1.I~ 18" MAX TEE GRINNELL FIG.#137, OR EQUAL Iti r + BAR STOCK 'PLUG LINE SPEC 1. NO WELD. , , "A" PIPE (C.S:) "B" PIPE (C.S,)., - M 1/4'DIA. WEEP HOLE - LI J 3/16' N t '3/1G N C. Tr - PLATE 6"x 6"x 1/4" -� v L 2'x 2'x 'A 1/2 DIA. CINCH ANCHOR FS-14 FS-15 BASE GUIDE TEE SUPPORT SCREWED & SOCKET' WELD CARBON STEEL, STAINLESS', STEEL, .,ALLOY., OR. HEAT TREATED • " HBE CAD FILE:STD1004 12-12-95 FS-12 FLOOR/WALL SUPPORT 0 —IELD SUPPORT (REF.) I GRADE CONCRETE 10" SQ- C-1 CONCRETE FOOTING FOR FIELD SUPPORT WY OF NEWPORT BEACH APPROVAL IN CONCEPT N0. "� e This project conforms to all applicable planning regulat;ons and policies in effect on this date. , These plans are not to be qed for construction purposes. No building permit will be issued until approval is receivdd from the California Coastal'Comm -jon. < JUN 0 71997 JOB N0: F f• 1 p L C v L LL �il i FOR 'SPECIAL CONDITI�ONS_MORE DETAILED CAL_L_OUTSCAN- BE USED. a ' DIA. ANCHOR BOLT, L-21 SPECIAL CONDITIONS COULD INCLUDE NON—STANDARD: THREADS, THREAD ,LENGTH NON—STANDARD HOOK LENGTH SPECIAL MATERIAL ANCHOR BOLT SLEEVES,: (GIVE DIA. AND LENGTH) " SPECIAL BOLTS MAY BE DETAILED ON DRAWING ANCHOR BOLT NOTES 1. L—TYPE BOLTS MAY BE HOT OR COLD BENT. 2. BOLT AND PLATE - MATERIAL SHALL CONFORM . TO ASTM A-36. 3. THREADS SHALL BE AMERICAN STANDARD, COARSE THREAD SERIES -CLASS 2A FIT FOR ANCHOR BOLTS AND .CLASS 2B FIT -FOR NUTS. THREADS MAY BE' ROLLED OR CUT. FOR. CUT THREADS., USE NOMINAL DIAMETER, D BOLT STOCK AS SCHEDULED. FOR ROLLED THREADS, USE PITCH DIAMETER BOLT STOCK. 4. NUTS SHALL BE AMERICAN STANDARD HEAVY-AND'SHALL CONFORM'TO ASTM A-563. 5. AN ANCHOR BOLT MARK INDICATES THE TYPE AND LENGTH OF THE BOLT. L-18 INDICATES AN L—TYPE BOLT WITH AN ")C DIMENSION OF 18 -INCHES.- - 6. FOR N—BOLTS, MACHINE. BOLTS 'A-307 GRADE A MAY BE SUBSTITUTED. 7. FOR PN—BOLTS, MACHINE BOLTS A—.307 GRADE A WITH PLATES MAY BE SUBSTITUTED. 8. . ALL DIMENSIONS, ARE IN INCHES. 9.' BEFORE •SHIPPING, REMOVE ALL GREASE AND OIL DEPOSITS FROM BOLTS WITH.'SOLVENTS. THE THREADS 'OF ,NUTS SHALL, BE LUBRICATED WITH, A LIGHT GREASE BEFORE THEY ARE SCREWED ON BOLTS FOR SHIPMENT. `k i D ROD THREADED BOTH ENDS I _ TACK WELD +1" N—BOLT P—BOLT _E DIA = D +1/161 I- =- A --I A PLATE FOR P & PN BOLTS TAC K WELD PN—BOLT BOLT DIAMETER p :THREADS. PER INCH THREAD LENGTH T A B W C 3/4 . 10 — 4 1 1/2 5/8 3/16 - 7/B 9 4--- 13/4 - - - 3/4 -- .3 --- 7/8 - ---- -- -- - 1 _ 3�16 3/8 3/8 1 8 4 -- 2 11/8 � 7 5 --- - ----= 21/4 --- _3/16 - 1/4 - -- --J 1/2 - 1 1/4 -- ? - --- 5 _ 2 1/2 -- 23/4 1/4 1/2 13 9 6 5 5/16 1/2 1 2 13 /4 6 5 5 6 3 11�8 - - 3/8 - - 1 1/2 -.13/4 - - 1 7/a - ---- 21/8 .. —21/2 S /a 2 2% 3 31/4 -- - 33/a 33/4 -- - 5/16 -- %-- 3/8_ 7/16 5/8 ., - 5/8 3/4 31/2 2 --- 21/4 - T_--- 41/2 - 6 4 ! 41/2 - S 51/2 - -- 7 71/2 _ _41/2 7-- 21/2 23/4 4T 4 7 8 -- 1/2- - 9/16 -- - - % 11/ t 6 3/4 ---------- a/4 13/16 - 1 --- 3T/4-4 31 2 33/4 —_ 9_--61/2 _ 1 1/4 _ 3 - 1 /a 1 1/2 --------- 11/2 1 % 4 9 ' `I' 10 4 41/4 4 - 4 10 11 - 8 - 81_/2 --- 441/2 5 4— ---- - -1 1-- - 12 -- -- 9 - - 10 1 - --15/16 ---13/4 -- 1 7/8 - - -- 4 i CITY OF NEWPORT BEACH _ APPROVAL IN CONCEPT 7 all This project conforms to all ap icable planning regulationg and policies in effect on this date. These plans are not to be used for construction purposes, No building permit will be issued until approval is received from the California Coastal Commissiog. E 2 r^',-, JlgT C10 F O \�o .SUN- 0 71997 . r . JOB NO. DRAWN J.GRAMSTAO HOBBS-BANNERMAN ENGINEERING;' INC. DATE. CERRITOS 12-15-95 CALIFORNIA CHECKED ENGINEERING STANDARDS APPROVED ANCHOR BOLTS APPROVED JSG BY' CHK APP SCALE HOBBS—BANNERMAN ENGINEERING, INC. DRAWING NO. - REV _ NONE E CERRITOS, CALIFORNIASTD,, . 1 --008 O •. w 'J. i I 8' MAX. SPACING BET. POSTS Y TOE PLATE i L 11/2'x11/2'x1/4'x2'LG. AT MID -POINT BETWEEN H.R.POSTS If OR STUB POSTS THAT ARE SPACED I I / OVER 4'-0" C/C I j TACK WELD IN FIELD. L I� 11 II no SECTION A f--- FACE. OF H.R. POST EDGE OF FLOOR PLATE OR GRATING EDGE OF SEAM TOE PL TOP OF PLATFORM- 4 I I �'--• FIREPROOFING AT FIREPROOFED BEAM TYPE-1 EDGE OF COLUMN OR OBSTRUCTION -� 1' GAP t 1 ' I ! I NOTE: /2 /2 j II ; USE OVERHANG ONLY WHERE REMOVABLE HANDRAIL SECTION (MAX. LENGTH 8'-0") 1'-0' MAX. I IT DOES NOT CREATE A - I PROJECTION HAZARD L 2'x2'x3 e' I I1 I L 2'x2'x3/e .- CENTER' POST'REQ'D /121 11 WHEN REMOVABLE ,SEC. - 12 ! EXCEEDS 5'-0" CLIP I1'x2'x%' (TYP.) WELD TO TOE 12 AND BOLT TO L 2'x2x'3 HANDRAIL POST I � 1 I I I 1 -----'------ SPLICE v SEE DETAIL 1 ELEVATION AT PLATFORM V + i�1 M + M V 2 3/ s' CS PLATE 1J16' 0 HOLE FOR 5 e 0 CINCH ANCHOR SECTION B FACE OF H.R. POST , 12' EDGE OF FLOOR PLATE OR GRATING TOE PL -TOP OF PLATFORM Oil .. P L 5/16' 3/16' AT BEAM OR TOE OF CHANNEL TYPE-2 MIN. v� V it t e' 1/s' u I i II I I f 16 I I I ---- 1 —.- -----JL- .. H I I PL 1/4 (2) 3/8 0 BOLTS TOE PLATE SPLICE MID -RAIL SPLICE SIMILAR DETAIL ___0 5'-0" MAX. 1 - HANDRAIL Jr' POST Z� MITER & WELD HANDRAIL POST PLAN TYPICAL H.R. CORNER FACE OF H.R. POST — FACE OF H.R. POST �— EDGE OF FLOOR PLATE I — EDGE OF FLOOR PLATE OR GRATING OR GRATING 121 TOE PL TOE PL .,--STUB POST l_ 2'x2'x3/8° TOP PLATFORM OF/ -- TOP OF PLATFORM 73 I 1 1 I i . PL STUB POST WHERE AT BACK OF CHANNEL TOE PL ONLY IS REQUIRED TYPE-3 TYPE-4 TYPICAL HANDRAIL POST CONNECT i - - FACE OF H.R. POST 1_ CLR . -- TOE PL TOP OF STRUCTURE / � ° d a � / e C Vo- .d i CONCRETE < STRUCTURE I . 5/8' DIA. CINCH ANCHORS MIN. 4" DEEP INTO CONCRETE HANDRAIL IN CONCRETE STRUCTURE TYPE-5 S HBE CAD FILE: StD1021 12/1 FACE OF COLUMN OR OBSTRUCTION 11 ' MIN. CLEARANCE LEARANCE _. ,.. 1 TOP RAIL- L 2'x2'x3/s' ' iii POST-L 2'x2'x3/e' �j 6 MIDRAILS- L 2'x2'x3/e' 1' TOE PL- FLAT BAR 1/4'X4' �o CLEAR - - TOP OF PLATFORM ...._.___ TYPICAL END VIEW CITY OF NEWPORT BEACH y APPROVAL IN CONCEPT NO. _ / — 71 This project conforms to all app icable planning regulaticas and policies in eflee: on this date. . These plans are not to be usedfor construction purposes. No building permit will be issued until approval is'received from the Cali r is Coastal Commissio . PLAN DEPARTMENT - B Date: 'HANDRAIL POST NtI I ip ' I g B. TOE PL 00, 1' CLR 4' MIN. -TOP OF STRUCTURE NOT TOE PL REQUIRED P . T y QROFESSA/p NR �' a ,l LU C E 263 0\�7 CONCRETE T9 IVCONCRETE CURB STRUCTURE OF C DIA. CINCH ANCHORS (71 58 DIA. CINCH ANCHORS MIN. 4" DEEP INTO CONCRETE �/ M MIN. 4" DEEP INTO CONCRETE v o/� AN RAIL IN CONCRETE STRUCTURE HANDRAIL IIN CONCRETE CURE TYPE-6 TYPE-7 ju ' 0'� 1997:. JOB N0. �a , MIN, 9• 1'-0' MAX. 1'-43 4 R EDGE OF 7' 1'-2' 7' BOT. HOOP PLATFORM 6' SAFETY GATE REQ'D. LOCK WASHER ONLY (NOT SHOWN) TOP OF THE RAIL 11/4 SCH. 40 PIPE FACE OF H.R. — POST OR NEAREST �— —TIES INTO HANDRAIL OBSTRUCTION, I I 40' (TYP) OR POST M TOP HOOP BAR' 1/4'x2' I, I' PARTIAL HOOP I 2'R ^ ' 1/2' 0 MACHINE BOLT 3 , L3'x2'x3/4` BRACE 2'R 3/ts' WITH (1) HEX. NUT, _ 3/1fi' SAFETY GATE REQ'D. I 3 , TYP. (2) FLAT WASHERS 2 (NOT SHOWN) 1-1 4 R AND (1) LOCK WASHER 1'-2' INTERMEDIATE { 1 HOOPS I , PLAN PLAN PLAN NEOPRENE TUBING OR 31/2` - TOP HOOP RUBBERIZED WATER HOSE 1' 1' I.D. x 0-2' LG. 1' LADDER SIDE RAILS ARE I 1 FB 1/a' x 2' I WITH 1/6' MIN. WALL. 3 i L3x3x 8 TOP OF H.R. BAR 1'x4� ` SIZE ACCORDING TO MAX. I I HOOP n & HOOP UNSUPPORTED LENGTH `L'. OMIT BARS I_ — in USE BAR 21/2' x 3 - ---- - ----- UP TO 10'-0' MAX 6'LFOR FOR ACCESS , 1 `a BAR 3' x %' FOR I I M I 3/4 CAP Til /4 HANDRAIL-- 'C�IMYOFNEWPORTBEACHUP TO 2D'-0' MAX. 'L' 3 SCH. 40 PIPE /AIPPROVALINCONCEPTNO.BAR 31/2' x %' FORS 1 1 I d 3 ,i' POSTS 0' TYP. UP TO 30-0 MAX. L CLIP BY VESSEL /i6 APPROX. 3/ts' This roectconforms toatlapplicable tannin regulations PLATFORM _ FABRICATOR andpoliciesineffectonthisate.' planning fl & CL RUNG PLATFORM RUNG These plans are not to be used for construction purposes. No ' . I building permit will be issued until approval is received from SAFETY GATE DETAILS theDalifonlaDo9stalComm'ssion. _ if6 PG DEPARTMEDate: 0 1 ( i CAGE STRINGERS R 3/e`x6` I CAGE STRINGERS ��� LADDER w FB 1/4' x 1 ` , FB . 1/4 x 1 --. L 3/4' 0 RUNGS N 4. �w I - ♦ 1 -- + '1 i J J ' o OMIT BARS FOR ACCESS T ' TYP. 1 I 1 1 I I -- CLIP BY VESSEL W I FABRICATOR 0 6' 2'-6' 6' 3/18' I 5/a' 0 A,B. W 1 I o ? I T.O.S. , T.O.C. LLI o a 5/8 0 BOLTS 3�� II W n-i- QW .1 I �Y Z = _ 41/2 a k o® , I 71/z' 1 o TYPE 1 TYPE 2 rn I PLATFORM o MI DLE HOOPS & CL RUNG C4 LADDER CONNECTION ON . w /4 x 2' , TOP OF PLATFORM CONCRETE OR STEEL AL? 9 , I w 1`— jII I x� 11 w i la. 1 I I I N BOTTOM HOOP FB 1/4 x 3' 1 TYPICAL STEP TH R U . � JJ1/4'x2'xO'-8' LG. o J FBR3/6'.x2'xO'-8' LG. �I t = o =' o. FACE OF VESSEL m m .� OR INSULATION 1 , 1 FOR SIZE SEE LADDER STRINGER 1 1'-0' I LADDER DETAIL AT LEFT PLUG WELD —•� �— T I FLUSH - RUNG. x 0 0 0 0 3/4 0 x 1'-43/ • LG. r a0 R 3/s'x4'00 I I ` LADDER CONNECTIONS I z C� ON CONCRETE OR STEEL w o C 26340 SLOPE SURFACE SEE TYPE 1 & TYPE 2 ; TO THIS POINT 1 5/8' 0 STANDARD � � � CAGE BAR CAGE BAR 'L' BOLTS (BY FIELD) , 3 a' 0 BOLTS I OR PLATFORM OF FOUNDATION �TgTF OF ' !�` / LADDER SIDE BAR SPLICE. DETAILS BOTTOM OF LADDER lNP) � JUN d 71997 a , , o JOB NO, 1'-01 \ - DRAWN FIELD POUR CONCRETE PAD M. RAMIREZ HOBBS—BANNERMAN EGIN'EERING INC. AFTER LADDER IS ERECTED DATE CERRITOS CALIFORNIA SIZE 1'-0' WIDE x 2'-6• LG. 12 13 95 CHECKED ENGINEERING STANDARDS THE DOC ELEVATION SIDE STEP LADDER APPROVED LADDER & CAGE APPROVED STEP THRU APPROACH AT VESSELS 1 12-1-96 ISSUED FOR CONSTRUCTION JSG — REV DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ENGINEERING, INC. DRAWING NO. REV a, — HBE CAD FILE: STDS001 12/20/e5 � � REVISIONS NONE CERRITOS, CALIFORNIA STD. 1 022 I ADAMS AVE m WASTE � BAKR CITY OFF COLLE ORANGE Co. COSTA FAIRGROUNDS g MESA s 0 VICTORIA ST ¢ 1 1971-1 ST. 0— INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE PA CIFIC SYMBOL LEGEND —0— POWER POLE O MANHOLE FIRE HYDRANT METER BOX ® VALVE E POWER POLE ANCHOR MONUMENT —x—x—x— FENCE BLOCKWALL TREE Q C3 SHRUBBERY ASPHALT PAVEMENT BRICKWALK LJ CONCRETE BUILDING — — — — EXISTING CONSTRUCTION — -- PROPERTY LINE NEW CONSTRUCTION — —FL— — CENTERLINE — —S — — SEWER LINE -----W— WATER LINE ---G--- GAS LINE —E— POWER LINE —TEL— TELEPHONE LINE —TV CABLEVISION LINE — SP SPRINKLER SYSTEM STREET LIGHT Underground Service Alert Call: TOLL FREE I@ I 1 —800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 7 BAY CIT Y i OF BIS INEWP RT BEAC RD. BAY - 1 E CITY OF IRVINE U. C.I. ABBREVIATIONS ;.. r1 ACP ASBESTOS CEMENT PIPE B.C. BEGIN CURVE C.B. CATCH BASIN " CENTERLINE D.I.P. DUCTILE IRON •PIPE E ELECTRIC E.C. END CURVE E.C.R. END CURB RETURN EXIST. EXISTING G GAS G.B. GRADE BREAK INV INVERT ELEVATION M.J. MECHANICAL JOINT P.C.C. POINT OF COMPOUND CURVATURE PROP. PROPOSED S SEWER S.C.E. SOUTHERN CALIFORNIA EDISON S.D. STORM DRAIN S.F.M. SEWER FORCE MAIN STA. WATER LINE STATION ST. LT. STREET LIGHT ST. STA. STREET STATION TELE TELEPHONE V.C.P. VITRIFIED CLAY PIPE W WATER HOAG ROAD m �JQ o SITE 4 wE��Tb e� 0 HOAG MEMORIAL HOSPITAL PRFSBYTFRIAN- SULFUR TREATMENT SYSTEM LOCATION MAP NOr TO SUE EMERGENCY TELEPHONE NUMBERS AGENCY NUMBERS SOUTHERN CALIFORNIA GAS COMPANY 634-0251 SOUTHERN CALIFORNIA EDISON COMPANY 895-0221 PACIFIC TELEPHONE COMPANY 611 CITY OF NEWPORT BEACH (UTILITIES DEPT.) 644-3011 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY 962-2411 COMCAST CABLEVISION 542-6222 542-3975 AFTER 6:00 PM COMMUNITY CABLEVISION 720-4040 UNDERGROUND SERVICE ALERT 1-800-422-4133 LAST UPDATE: 10:04cm — 06/09/1997 PREPARED BY: HOBBS-BANNERMAN ENGINEERING, INC. 17000 MARQUARDT AVENUE CERRITOS, CALIFORNIA, 90703 JUNE5 1997 HSE CAD FILE: 96035-1R 0 C 6/3/97 RE —ISSUED FOR PLAN CHECK B 2/24/97 ISSUED FOR CONSTRUCTION A 1/24/97 ISSUED FOR PLAN CHECK REV DATE DESCRIPTION REVISIONS 9 1 GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CCNSTRUCTION STANDARDS; STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1994 EDITION AND SUPPLEMENTS. 2. EXISTING UNDERGROUND U71UTIES ARE SHOWN` AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN,THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 3, " ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 4. :,ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 5. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN.(,5) FEET N, DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUI'JALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5). FEET IN DEPTH SHALL,AI,SO>BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 6. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 5 ABOVE FROM CAL —OSHA. 7. ALL STORM DRAIN, SEWER AND WATER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106—L. 8. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS.!N ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 9. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOUR3 IN ADVANCE OF ALL LANE CLOSURES. 10. THE METHANE RECOVERY/SULFUR TREATMENT SYSTEM AND ALL BUILDINGS ON THE LOWER CAMPUS, SHALL BE SUBJECT TO ALL LAWS AND REGULATIONS APPLICABLE, INCLUDING, BUT NOT LIMITED TO, THE FEDERAL REGULA11ON CONTAINED IN 29 CFR 1910, THE STATE HEALTH AND SAFETY CODE, DIVISION 20, CHAPTER 6.95 , AND ALL THE REGULATIONS OF OSHA AND THE NATIONAL FIRE ,PROTECTION 4SSOCIATION. 11, DURING THE CONTAINMENT PROCESS AND REMOVAL OF THE FLARE, THE CONTRACTOR IS TO ENSURE THAT METHANE LEVELS ARE MONITORED THROUGHOUT THE PROJECT AREA TO ENSURE THAT THIS TRANSITION CREATE AN UPSET IN METHANE LEVELS OR CREATE ODORS OR RISK OF EXPLOSION. EWPORT BEACH L IN CONCEPT N0. . ject conforms to all applicable planning regulaiicns DRAWING LIST cies in effer" on this date.lans are not to be used for construction purposes. No L'A 196035—PL-01 LOCATION PLA permit will be issued until approval is received from 196035—PL-02 SITE PLAN WEfornia Coastr,! Comm SWn;96035—PL-03 SITE PLAN, EAI EPAR361196035—PL—o4 EQUIPMENT LO-- Date: 196035—EF-01 P & ID 196035—EF-02 OPERATING DESCRIPTION 196035—P-01 PIPING PLAN, SCRUBBER AREA 196035—P-02 PIPING DETAILS, SHT. 1 196035—P-03 PIPING DETAILS, SHT. 2 196035—P-04 PIPING DETAILS, SHT. 3 196035—P-05 PIPING DETAILS, SHT. 4 196035—C-01 FOUNDA11ON PLAN 196035—C-02 FOUNDATION DETAILS 196035—C-03 PARKING '_OT/CURB MODIFICATIONS 196035—S—Ot' FLARE SUPPORT STRUCTURE 196035—S-02 MISCELLANEOUS STEEL DETAILS 196035—E—Ot POWER SINGLE LINE DIAGRAM 196035—E-02 ELECTRICAL SITE PLAN, WEST ' 196035—E-03 ELECTRICAL SITE PLAN, EAST 196035—E-04 POWER WIRING, GROUNDING CONDUIT AND WIRE LAYOUT 196035—E-05 INSTRUMENT, CONTROL CONDUIT AND WIRE LAYOUT 196035—E-06 • ELECTRICAL,DETAILS 196035—E-07 ELECTRICAL WIRING -DETAILS 196035—E-08 ELECTRICAL WIRING DETAILS 196035—E-09 ELECTRICAL WIRING DETAILS 196035—E-10+ MAIN CON-ROL PANEL ELEVATIONS 196035—E-11 MAIN "ONTROL- PANEL ELEVA1IONS & SCHEDULES 196035—E-12 MOTOR CONTROL CENTER ELEVATIONS ' 196035—E-13 PARKING LOT LIGHTING & POWER, SINGLE LINE DIAGRAM STD. 1-002 PICK—UPS STD. 1—OG4 FIELD SUPPORTS STD. 1-008 ANCHOR'80LTS STD. 1-021 HANDRAIL STANDARDS STD. 1-022 LADDER AND CAGE STANDARDS g®FESS/� JOB ADD a c c c 1 HOAG DRIVL #5U• 01 aF�-� NEWPORT BEACH.. -CA 92658 ' JUN 0 71997 1 JOB NO. 96035 DRAWN JSG HOAG MEMORIAL HOSPITAL PRESBYTERIAN - DATE 1 24 97 NEWPORT BEACH CALIFORNIA CHECKED SULFUR TREATMENT SYSTEM JSG APPROVED LOCATION PLAN JSG APPROVED JSG BY I CHK FAPP SCALE HOBBS—BANNERMAN ENGINEERING, INC. I DRAWING NO. REV NONE CERRITOS, CALIFORNIA 196035-PL-01 C i a Y c w LEGEND PIPE TRENCH LINE NI�MBERS - ITfd DESCRIPTION SIZE. DEPTH - 1 ­3* GALV RIGID STEEL PVC COATED CONDUIT (POWER) A.D.S. GAS MITIGATION SYSTEM 4" DIA. 1'-6" T.P. 2 2" UALV RIGID STEEL PVC COATED: CONDUIT (SPARE) GAS (E) GAS FLARE/WELL SYSTEM 3" DIA. SEE PLAN 3 2" GALV RIGID STEEL PVC COATED CONDUIT (SECURITY CAMERA) �-- S (E) SEWER VARIES 8'-0" T.P. 4 2" GALV RIGID STEEL PVC COATED CONDUIT. (SECURITY PHONE) E (E) ELECTRICAL SERVICE VARIES VARIES 2" GALV RIGID STEEL PVC COATED CONDUIT (SPARE) ---- G - - - - (E) NATURAL GAS 3" DIA. VARIES SD STORM' DRAIN VARIES 2'-fi" T.P. 6 2" GALV RIGID STEEL PVC COATED CONDUIT (DATA SYSTEM) SULFUR TREATMENT GAS FLARE O 2" GALV RIGID STEEL PVC COATED CONDUIT (INSTRUMENTS TO GAS METER AREA)) / � SD (E) STORM DRAIN VARIES VARIES SEE ELECTRICAL PLAN O PE GAS EXTRACTON SYSTEM 6" DIA. 5'-0' T.P. O 3" HDPE TO SANITARY SEWER 196035-E-04 & E-05 O ���`�\ VE)DIIOHCRETE TOP TER W WATER SERVICE 2" DIA. -0" T.P. O 3" HDPE FROM GAS WELL #7A OF O 11 4" HDPE TO STORM D�iAIN _ O R�cEE ELECTRICAL SERVICE VARIES 5'-0" T.P. O / 12 3" HDPE SWEET GAS TO HOAG HOSPITAL SP S_CURf'Y PHONE 3 4 'DIA. 5'-0" T.P. SC SECURITY CAMERA 3/4" .DIA. 5'-0" T.R. 13 4" HDPE FROM GAS WELL #6 D DATA SYSTEM 3,/4" DIA. 5'-0" T.P. 14 4" HDPE FROM GAS WELL #5 15 4" HDPE FROM SUPPORT SERVICCS BLDG LANDSCAPE 16 3" HDPE FROM, BALBOA COVES GAS WELLS , SCREEN `'` RELOCATE PARKING LOT -�_ 17 4"jDPS FROM SUPPORT•SERVCES BLDG LIGHT FROM THIS LOCATION TOE 18 3" HDPE (SPARE) ..�. ,.,,...•.. ............. .._ .._. _`�•t� OF SCOPE - ASPHALT PAVING 1 —3/4" CRUSHED GRAVEL q I 3/4 1 -O IPIPE SULFUR TREATMENT SYSTEM J TRENCH SECTION G 1 I .i I I 1 =' M O fi I. ID RD L�J I Lo ' O -4 A.D.S.to, c" W W N O Z H 12 "S O - -- LA_ !'I w I� 2' 4 Z� J"�� 1 • 1 i i,. !_ ---- -- _ JUN Q 7.1997 ' UOB NO. '96035 HOAG MEMORIAL . HOSPITAL PRESBYTERIAN NEWPORT BEACH CALIFORNIA SULFUR TREATMENT SYSTEM ELECTRICAL SITE PLAN WEST INC. DRAN7NG NO. RE' 196035-E-02 A I - I A 161/31/971 ISSUED FOR PLAN CHECK REV I DATE DESCRIPTION HBE CAD ME: HOAGE2 REVISIONS JSG DATE 6 2 97 CHECKED APPROVED APPROVED RWB BY CHK APP SCALE 1" = 20, HOBBS-BANNERMAN ENGINEE CERRITOS, CALIFORNIA TOE OF. SLOPE _ / v 47.519 CP FD AT/TER DRN ---- - - - CpNC TERRACE DRA�N -------------------- --------y CONC TERRACE DRAIN /ALL UN -USED LINES TO BE �o �i`�e c� 1 y - ----------------CUT OF BEL-_-_- _ I CAPPED AND OABANDONED IN PLACE ��`\yyh �}• I �o c, '= R R A C E o • � P �pAe9�1 j ' er VG _-CANNON I TQ SPLICE 7 . BOX. �J'l / SPLICE- ' ,� — C----_-- i BOX I V - -'`•- .-t - � ' III � DITCH \N I EXIST 6" HDPE I 14 NEW 6" HDPE t=�6"PVC-- _ - EXIST 3" HDPE ' "3" HDPE I 'AVERAGE-18.77FG NEWt EX. FLARE `a' e I If NPV\" ROAD OQF, OF SPLICE Box 4 7 /,itV 9 VENT Y AVFRAGE-18.85FG TEMP. DRAIN - I c, " APPROX. LOC. it It t GAS 11 WELL II U CHILD #5 '11 i CARE I O CENTER SPLICE 1 it / BOX f n i i :. �' ° , /g \ - �~ J FU �Q T aTp g6 \ - BOX / ~ S SC PILL LIRE — " `i= DRM -- N I n BOX QP�I\�G ' �- _-V_ _ --FUTURE CONNECTION TO p E o Q d YSTEM FEED co S % 7 SMH W ,:L cY - SCREEN WALL E o v <o47 - - ILO 2 C" BOiT TRENCH I S Scv.----___ _--'-_ E8, l `-- ~ 90' 9 E . 12.94 RD TCON W T,a sr W 4 _ r::•',:•:-:.: --__--- 19'LAR2 \ �F !r - SYSTEM EMo 4"GAS W_T_oBA 6EAND0 FUTURE HOAG BACKZ 63 NE it - a F-- INV E L to EXI 3' PE ' J .o v 6 Q ` L 6.0' 9 NE 3" H PE ..=e•. �- o� °u o �o / �Q - ff ------ LIGHT 6 - _ — , h I' FlN �" / EXIST 6"/HDPE 5 ` Q PAVING STANDARD R t ' Z Z EL 18.00' :•,•_: ..:"_• s' ... TO BE - o — " II - 14 NEW t� HDPE BO TRENCH w '-`' ;> ABANDONED /p GGPS 15.03 EXIST/6" HDPE S J 17 Z 8 GAS 30GA ( ; ;. • .. -... V NT NEW'' 4" HDPE -A 1 TU •;:;>; .....-�, .. T.o .9i , ; / ;' PULL BO SPH' CURB O C.' NEW WELL :......: s:,.:.:"•. •a.; o q ,� E tST 6" HDPE h X 3" HDPE ..,....•;. --.4°GAS �_B NOON) ,-%' " .�• �` s 15 CIE - U IrsmH B.,S #7-A - '1'�U "';:":•.:a;v L_ p p�C W 4" HDPE ' I i i I i' --FUTURE CONNECTION TO 12 P •q•.r.•..• ----.,_-Yw'i,,; AJ.•/., .•t ./`J'\`l l_ ��/.J Jo 6'. 18 NEW 3" HDPE (S ARE) II "¢/� r+ ;i SYSTEM'CIIYit'•. ,li± :,CH 2"$ ROPOSED PAR /`..:5.:.......: COVs s o^ c� I'i'W ; ln% FEED I1Yr}5L T1� PARKING : , EXIST 3: HDPE p ,... _ :. • ° ; , _ I 71VAUN CONCO KI LOT (3 N o ; project conicrn.� sal applicable planning regulations f 1 ...RB'& GVjTER :;:•� - - N NEW 4 HDPE U D PULL B i x �/L ) aF�po,lciesmeftc . dato. --�— — -. ` ••. _ FlN _ ; - NEW UNDERGR N BOX I II I , 41, ;I `�y� p ans are not to be used for construction purposes. No E - VENT GRADE EL 1j o . oe? 3" GALV RIGID STEEL PVC COATED CONDUIT((��1��)) W iL "' — 80?T 'RENCH E 14 00'_1 58 `� „ ; building permit will be issued until approval is received from ~�__�_-- ...-15"SD-._� - ` 8.25' 2"RISERTCO �o`rL \ / # tbeCalitorniaCuastaJCommis i n. J { B' s 2" GALV RIGID STEEL PVC (COATED CONDUIT 2 1 SMH �6" DRAIN 13:39 TP J3� �E �1'G ° ; ; NIFOL 3 C 3 #4 0 & 1 6 BOND ; i q BLAN Date. !f _ -'- DEPARTPAEN _' "---=--= "---- -- _`--�_ EXIST. INC ;'� ASPHALT a PIPE TRENCH LINE NUMBERS _ -_—_�_ - _ _ . E INCOMING SERVICE 1 ; � � II MI I ' � I _ 3 GAS (GNB�`__E _� ~'�_ �oRN- TRAP___- 19 _ _ f i -- 30"Sp i8 3AS Ot 3" GALV RIGID STEEL PVC COATED CONDUIT (POWER' (3 #4/0 & 1 #4`) F_� `_� - _ 20 �tF _ --__-- \ Fes e� PB ST ✓ _ EXIST SPLICE BOX r— J o WELL y - 2 2" GALV RIGID STEEL PVC COATED CONDUIT (SPARE) PB ------ --__ y EXIST 3" HDPE " #6 4 e1 rs — 16 NEW 3" HDPE 2 GALV RIGID STEEL PVC COATED CONDUIT ;,' �W No. Of0/ 3 2" GALV RIGID STEEL PVC COATED CONDUIT (SECURITY CAMERA) 1� - ___---____ --__ E- �� -- i „ 1, Exp. 6/30/97 PACIFIC — — �� - —� LJ 2 GALV RIGID STEEL PVC COATED CONDUIT 4 4 2" GALV RIGID STEEL PVC COATED CONDUIT (SECURITY PHONE} I-'C `--- _ ,3 GAS /CNB E %J _12 S „ `\ `.=_ <S•��ECIR�O�y GALV RIGID STEEL PVC COATED CONDUIT SPARE __) CAN FIC / 2 GALV RIGID STEEL PVC COATED CONDUIT 6 _ 2 GALV RIGID STEEL PVC COATED CONDUIT 6 2" GALV RIGID STEEL PVC COATED CONDUIT (DATA SYSTEM' COAST -1 \ I 7 2" GALV RIGID STEEL PVC COATED CONDUIT (INSTRUMENTS TO GAS METER AREA)) 9 20 8 3" HDPE TO SANITARY SEVIER O9 3" HDPE FROM GAS WELL #7A H�(j �///� v _ -3 GAS JUN 0 1997 H � Y / j 1 EXISTING — -J I \ E \ O �- _ 30 11 4" HDPE TO STORM DRAIN 1 I 9603'5 3' PVC CAS Q �. SD _ JOB N0. LINE LEGEND NOT IN TRENCH FROM BALBOA COVE WELLS 1z 3" HDPE SWEET GAS To Hoqc HOSPITAL I DRAWN HOAG. MEMORIAL HOSPITAL PRESBi 13 4" HDPE FROM GAS WELL'#6 10 3/4r CPVC CITY WATER.SUPPLY ! DATE 6 2 97ORTBEACH NEWP, 14 4" HDPE FROM GAS WELL #5 14 Y HDPE FROM GAS WELL #5 CHECKED 1 SULFUR TREATMENT SYSTEM 15 4" HOPE FROM SUPPORT SERVICES BLDG 19 3" HDPE CITY GAS To VALVE Box ELECTRICAL SITE PLAN E/ APPROVED 16 3" HDPE FROM BALBOA COVES GAS WELLS 20 3' HDPE GAS TO HOAG HOSPITAL 17 4" HDPE FROM SUPPORT SERVICES BLDG APPROVED 18 3" HOPE (SPARE) A 6/3/97 ISSUED FOR PLAN CHECK RWB REV DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ENGINEERING, INC. DRAWING NO. LAST UPDATE: 7:42om — 08/07/1997 ' HBE'CAD FILE: HDAGE3 REVISIONS 1" = 20'-0" r CE:RRITOS, CALIFORNIA 196035-E :1 x s . FIXTURE, 75 WATT MERCURY VAPOR, STANCHION MOUNTING ENCLOSED AND GASKETED WITH HIGH PF BALLAST (12OV), GLOBE, GUARD AND 30' REFLECTOR, CROUSE HINDS LMV OR EQUAL 1 1/2" CONDUIT, 10' LONG --� WITH 2 #12 AS INDICATED ON PLANS CONDUIT FITTIND AS REQ'D PT EXTENTS OF CLASS 1, DIV2 120 TE PT TE PT 163 121 CLASSIFIED HAZARDOUS LOCATION 165 121 y �1 1/2" STANCHION MOUNT #4/0 p._._._._._._._._._._. EYS sue+_ c� gS;OV LSH / #4/0 1 AIR COOLER — #4/0 MD HSD (112 F2 \ 2 2 PS \ 1 #4/0 — -- PR FIR FE 122 I `AC-1 J AC-1 6o+2s BLOWER #2 r BLOWER #1 104i 104 104 FAN MOTOR FAN MOTOR ( CIRC PUMP CIRC PUMP LSH ` 1 /2 HP, 480V� 1 /° HP, 480V °J 1 /4 HP, 480 1 /4 HP, 480V F1 , BLOWER #2 BLOWER #1 J SOV FLAME SCANNER '(+20 j \ 3/4"C, 7 #12 FAN MOTOR 1 FAN MOTOR j F1 IGNITOR (+20') TO MCC' 1/2 HP, 480 1/2 HP, 480V NEW 4" WF PIPE SUPPORT ( J 1 A LIGHT POLE (TYP 8 PLCS) J 1 LS I A SEE DETAIL THIS SHEET BLOWER #2— BLOWER #1 Ft DRIVE MOTOR Ll DRIVE MOTOR , --U—BOLT LIGHT FIXTURE TO \ 30 HP, 480V 30 HP, 480V = =i j PIPE SUPPORT AT 2 PLACES 1 TSH ' TSH ' LIGHT POLE DETAIL NTS LEGEND LibHY ?IDLE GROUND WELL EXOTHERMIC WELD —•—•—•—•— GROUND WIRE — — — — — — UNDERGROUND CONDUIT EXPOSED CONDUIT NOTES: 1. REF SHEET E-1 FOR CONDUIT AND WIRE SPECIFICATIONS. 2. ALL EXOTHERMIC WELDS TO BE MADE WITH THE PROPER SIZE MOLDS AND LOADS. 3. ALL GROUNDING TAILS TO BE ENCASED IN 3/4-SCHEDULE 40 PVC SLEEVES TO EXTEND MINIMUM 6" ABOVE FINISH CONCRETE. INSURE THAT THEY ARE INSTALLED PLUMB. 4. CONNECTIONS TO EQUIPMENT TO BE BOLTED TYPE. 5, INSTALL PHOTO —CELLS FOR LIGHTS ON TOP OF PANELBOARD LP-1. INSTALL H.O.A. SWITCHES FOR LIGHTS AT THE GATE. MOUNT SWITCHES ON 6" CHANNEL AT +4' ABOVE GRADE. 6. AREA BELOW GRADE IS CLASSIFIED AS CLASS 1, DIV 2. ALL WIRING IN THIS AREA SHALL COMPLY WITH SECTION 501, OF THE LATEST EDITION OF THE NEC. ALL CONDUITS PENETRATING FINISH GRADE SHALL BE FITTED WITH SEAL —OFF FITTINGS. 7. AREA WITHIN 60" RADIUS OF PROCESS EQUIPMENT IS CLASSIFIED AS CLASS 1, DIV 2. ALL WIRING IN THIS AREA SHALL COMPLY WITH SECTION 501 OF THE LATEST VERSION OF THE NEC. 8. ALL ELECTRICAL PANELS, RACKS, ETC. SHALL BE FACTORY TREATED WITH CORROSION RESISTANT PAINT FOR SEVERE MARINE ENVIRONMENTS. ALL EXPOSED UNISTRUT TYPE SHALL BE FACTORY GALVANIZED. ALL CUT ENDS SHALL BE PAINTED WITH APPROVED GALVANIZE PAINT. \ \ 60" RADIUS (TYP) J F2 Fl EYS SEAL ' 1 3/4"C, 7 #12// MD (TO MCC) i� J ��� ��� 1 EYS SEAL 480V MCC r � � � � SOV I SEAL ALL BELOW GRADE 1"C, 3 #6, 1 #8J HSD SOV 700 3j4"C, 2#12 i CONDUITS ENTERING PANEL (TO MCC)ri �-'��� 1 201 i oc I I 3/4"C, 7 #12 r i 01 #4/0 i (TO MCC) 1 "C 3 #6, 1 #8 EXTENTS OF CLASS 1, DIV 2 (TO MCC) CLASSIFIED HAZARDOUS LOCATION (t 1300') / I 3"C, 3 #4/0, 1 #6 I MAIN CONTROL PANEL i TO EXISTING PANEL HP SEAL ALL BELOW GRADE (SEE NOTE 6) CONDUITS ENTERING PANELFT FT FT F 4 i06 105 108 107 I ' FT T T PT (4) 1" C,0_STUB—OUTS ---- — -o • #4/0 I i I 103 103 103 1" C.O. STUB —OUT 3/4"C, 2#12 i I RADIUS rn,l I -- ` (LP 1 —5) 1 3/4"C, 4 #12 PHOTOCELL CKT LP 1-5 �To MCCj TRANSF./PANELBOARO LP1 TO MCP) I " I �� FT PHOTOCELL CKT LP1-3 FLAME SAFEGUARD ---- 109 FIT i 108 SOV #4/0 3,/4"C, '_#12 #4/0 FIT 100 I 41 RI — _ 107 — — — — — — — — — — ' 3/4"C, of 12 \ 1 PU I PU ' PU FIT I (LP1-3) i MD HSD �'� •1 706 I R�1 H2S GAS O ANALYZER 1 LJ FIT i MOUNT LIGHT FIXT RE 105 FROM 1­12S GAS AN LYZER SUPPORT PT �.� (122 ) #4/O SUMP _ — — /�/ I t t I TH l LSH 170 Cs I 4/0 COPPER GROUND GRID o (MIN 24" BELOW FINISH GRADE I ✓ �� r,� Ft' u� ��•`' v No. 2 ;; �j. FOR LIGHTING CIRCUITS LP1-3 & LP1-5 C—H EDS 21273 ,L M"k, URVUIVU IV ru.J. USE BURNDY GAR SERIES CAMP (TYP 8 PLACES) EXOTHERMIC WELD (TYPICAL) 6 2 97 NEWPORT BEACH CHECKED S - APPROVED DMA/CC W1YOFNEWPORTPEACH APPROVAL IN CONOEPT NO, ,A�; This j3r0j@dt COfffornte to all applicable planning regu!aiiuns and, dalitiins In oft. on this date. Theis@ O&ng are got W bq used for construction puri3oses. No building pftalt 01 be laaued until approval is received from ' the'Catfo�)& ;a1tllCommission,,,, CKp./30l97 T Ri�P�\P GROUND ROD & WELL"��8�\��`h SEE DETAIL 1, SHEET E-3 (TYP 4 PLACES) JOB NO, 96035 , L HSE CAD FILE: HOAGE4 i , T UP T — a I A �1) 2" CONDUIT TO METER VAULT ---------"-------------------------- (3) 2" CONDUITS TO EXISTING FACILITY -me --------------_------------------ (TELEPHONE, DATA & SECURITY LINES) TRANSF/PANELBOARD LP1 -- FLAME SAFEGUARD — NOTES: 1. SEE SHEETS E-1 AND E-4 FOR GENERAL NOTES AND LEGEND. 2. TYPE A CABLE — 2 COND #18 SHIELDED, BELDEN 8760 OR EQUAL 3. TYPE B CABLE — 3 COND #18 SHIELDED, BELDEN 8770 OR EQUAL i HBE CAD FILE. HOAGE5 FLAME SCANNER (+20') IGNITOR (+20') 3/4"C, (1) IGNITOR CABLE TO FLAME SAFEGUARD UNIT /4"C, 2 #14 TO SCANNER TO F�-4ME SAFEGUARD UNIT FT � 103 T 103 t" PT 103 TT I 160 . (1) TYPE B CABLE (TYPICAL ALL TE'S) " (1) TYPE B, (2) 7PE A'CABLES), clTEwP YP!4�flTBtiltt! APPf�YIsLltD CCt{APT NA. Tbls pro(oct conforms to all applicable planning regulations end policies in effect on this date. These plans are not to be used for construction purposes. No . building permit will be Issued until apprdal is received from the califs la Coastal Commis n.. , ,rr PLANNI EPARTMENT — fo By Date: JUN 0 71997 JOB NO. 96035 GRADE rn SANDFILL 3/4"x10'—O" COPPERCLAD STEEL GROUND ROD 9" ROUND CAST IRON COVER, TRAFIG RATED, MARKED "GROUND" CADWELD GROUNDMOLD #GTC-18 9"x24" ROUND VALVE BOX BROOKS PRODUCTS #4/0 TW, GREEN, MMAjIN GROUND GROUND WELL N.T.S. SWITCH OR TRANSMITTER REDUCER, .AS REQUIRED — 3/4"—SHORT NIPPLE '3/4"-UNION, CROUSE—HINDS #UNY20S I, / 3/4"—SEAL, CROUSE—HINDS #EYS27 . c ' / 3/4"—LIQUIDTIGHT CONNECTOR, STRAIGHT, / lr� GROUSE —HINDS #LT7S—G 3 4"x18"—LIQUIDTIGHT FLEXIBLE METAL CONDUIT REDUCER, AS REQUIRED CONDUIT & FITTING INSTRUMENT CONNECTION N.T.S. LAST UPDATE: 5:36pm - U INSULATED THROAT GROUNDING BUSHING CONCRETE PAD STUB -UP SECTION N.T.S. CONDUIT STUB —UP I. -- EYS TYPE SEAL DAISY CHAIN ALL GROUNDING BUSHINGS TOGETHER WITH BARE COPPER #2 AWG. GND. CABLE & CONNECT TO GND. BUS AT EACH END GROUND BUS SEALING HUB A SEE „STUB —UP DETAI E3 TYPICAL CONDUIT STUB —UP 6" MINIMUM 12" MAXIMUM FINISHED FLOOR GALVANIZED RIGID STEEL PVC COATED CONDUIT PER PLAN �.. a SEAL -OFF DETAIL N.T.S.! . HSE CAD FILE: HOAGE6 , J INSULATED THROAT GROUNDING TYPE BUSHING #2 AWG GROUND MALE HUB (SEE —� CABLE CATALOG FOR SIZE) , TOP OF PAD X U GROUNDING 'LUG SEALING HUB FEMALE HUB SIZE CAT #ES52 (3/4" CAT #ES53 1" CAT ES64 •((1 1 1" CAT • 03 CAT ES65 (1 1/2" N CAT ESS76 2" w CAT # S108 3" r GALVANIZED RIGID STEEL — Cr ' PVC COATED CONDUIT PER PLAN z U LI CITY OF NEWPORT BEACH APPROVAL IN CONCEPT N0. This project conforms to all applicable planning regulations and policies in effect on this date. These plans are not to be used for construction purposes. No building permit will be issued until approval is received from r PLANNINGDEPARTMtNT Mt. STUB -UP DETAIL By pate --- N.T.S. E3 1 X 3 PHENOLIC NAMEPLATE FACTORY SEALED HOA SWITCH • w"" on wr" I wun ar wm I ww ar wro • 1/4" X 14" X 8" STEEL PLATE 4" X 4" X 12" NEMA 4 GUTTER , FESS11 �d rrn -- 4" CHANNELcr- ND. E 010752 WELD CHANNEL TO PLATE —�/ ExP.6I3Oi97 3/4" CONDUIT:���CTFiiGP� \��Q CAL1C�� 60" NOTES: AT BLOWERS,• USE DETAIL AS SHOWN. AT AIR COOLER, DELETE CENTER SWITCH. I 1 /2" X 12" X 12" STEEL PLATE W/ f (4) 1-/2" DIA HOLES BOLT TO SLAB W/(4) 3/8" ANCHORS WELD CHANNEL TO PLATE - t -- JUN 0 7 1997 E HOA SWITCH DETAIL 5 N.T.S. E3 JOB NO. 96035 . DRAW HOAG MEMORIAL HOSPITAL PRESBYTERIAN DATE NEWPORT BEACH 6 2 97 CALIFORNIA CHECKED SULFUR TREATMENT SYSTEM APPROVED ELECTRICAL DETAILS- . , APPROVED A 6/3/97 RE —ISSUED FOR PLAN CHECK RWB REV DATE DESCRIPTION BY, CHK APP SCALE HOBBS—BANNERMAN ENGINEERING, INC. DRAWING NO. REV REVISIONS NONE CERRITOS, CALIFORNIA 196035-E-06 A y. 120 VAC FROM PANEL LP1 _ 1LP1-1 100 100L BLOWER 1 BLOWER 2 1021 102 ' 1031 A TSH-F1 1041 104 lax 1051 1061 LSH—F2 RED 106 0-- h-*, 1071 :SH—F2 iH 1081 108 JLSH—Fl 1091 EMERGENCY STOP 110 FLAME ~— 1110 SAFEGUARD S � 1121 112 1131 MS 133 1141 114 , M 131 1151 MS 172 1161 116 MS 170 1171 MS 135 1181 118 tPS-122 120 LAME 1211 100N SLOT 1-1 100L D4-16NA . —138, CA )0 BLOWER 1 —140 411 PRIMARY MS 174 _O4 BLWR 1 HIGH — DISCH TEMP 1 BLOWER 2 —142 0— PRIMARY LSH-170 5 SCRUBBER 2 i HIGH LEVEL 2 SYSTEM —144 RESET _06 BLWR 2 HIGH — DISCH TEMP �3 SCRUBBER 1 —146 HIGH LEVEL -• �- _ EMERGENCY STOP CB —148 4 FLAME — FAIL 0 SYSTEM — 150 START �5 BLWR 1 •CIRC — PUMP RUNNING 1 BLOWER 1 —152 RUNNING. _�6 0 BLWR 1 COOLER- �2 BLOWER 2. —154 RUNNING 7 BLWR 2 CIRC — PUMP RUNNING �3 HIGH DISCH —156 PRESSURE XO—X7 X10—X17 158 122 1 BLWR 2 CIRC G —� — PUMP RUNNING-160 3 G 2 BLOWER 2 I RUNNING �- 124 3 G (2, BLWR 1 COOLERI-162 1 RUNNING 3 G 2 — BLOWER 1 — RUNNING 3 G 2 BLWR 1 CIRC-164 126 PUMP RUNNING 3 W z BLOWER 2 PRIMARY 128 3 W 2 BLOWER 1 —166 PRIMARY CONTROL OFF 1 A 2 POWER ON HAND AUTO 130 i-168 0131 f� { 3 1312 1319 BLOWER 1 OFF CR 1 8 S 1 0 MS 131114, 170, — HAND AUTO 132 — - —170 133 t 3 1339 B1 CIRC PUMP (— ......OFF AN Q AUTO CR 180 MS 133 113; 134 I+ —172 �t-01--355� 1 3 1359 B2 CIRC PUMP CR *9 MS 135 117, 136 —174 MOTOR STARTER CPT POWER (TYP) 100L 1211 10ON I 100L 1211 SLOT 1-2 na_1RNIA 100N 100L 176 BLWR 2 COOLER 178 RUNNING SUMP 180 HIGH LEVEL 182 184 186 188 190 192 194 196 BLWR 2 COOLER 198 RUNNING CHART DRIVE FE 104 BLOWER 2 116, 131, B1 COOLER FAN 115, 32 COOLER FAN 140, 100N' H8E CAD FILE: HOAGE7 100L 0 1211 BLOWER 1 131, 62 CIRC PUMP 135, B1 CIRC PUMP 133, • B2 COOLER FAN 174, B1 COOLER FAN 172, BLWR 1 SCRUBBER HIGH LEVEL BLOWER 2 170, BLWR 2 SCRUBBER HIGH LEVEL H2S WARNING ROTATING BEACON BLOWER 1 HIGH DISCH TEMP H2S ALARM ROTATING BEACON BLWR. 2: HIGH DISCH TEMP ME4 ALARM' ; ROTATING BEACON' BLOWER 1 STAN D—BY BLOWER 2 STAND—BY H2S /�, ME4 ALARM HORN. 100N , CITY OF NOKP0f31-r1E ACH APPROVAL IIJ CONCEPT N0. 06;�6' This project conforms to all applicable planning regulaiicns and policies in offee; on this date. These' plans are not is be used for construction purposes. No building permit will be issued until approval•is received fro the California Coastal Commission A T / DI AKINIM IgrnenTucur < 7 / No. E 010152 Exp. 6/30/97 JUN 0.7' 1 �P JOB NO. 96035 CITY OF NOKP0f31-r1E ACH APPROVAL IIJ CONCEPT N0. 06;�6' This project conforms to all applicable planning regulaiicns and policies in offee; on this date. These' plans are not is be used for construction purposes. No building permit will be issued until approval•is received fro the California Coastal Commission A T / DI AKINIM IgrnenTucur < 7 / No. E 010152 Exp. 6/30/97 JUN 0.7' 1 �P JOB NO. 96035 SLOT 1-4 100E 200 D4-08TRS-2 202 0 NO 0 204 0-- NC Q1 --- C 1 206 1 ON N 2 208 N0 210 CITC C a o 212 3 lJ N 214 07 4 NO 55 _ 216 l.T- 5 N 218 6 NO 77 0 220 7 NO Y20-Y27 222 224 226 5C- FIT 105 11 228 4 A 5 FIT 106 ' 11 230 4 A 5 o- FIT 107 11 232 4 *- 5 [�- FIT 108 II� 234 4 [�}- 236 100E M3 of e• v:. ' n 1 101 RESET 102 RESET 103 RESET ' 11 F 42 =246 —248 —250 . —252 24VDC POWER SUPPLY ---260 , 2251 2261 —262 SLOT 1-5 . F4-04ADS — 264' V WELL 5 -- C FLOW R —266 V WELL 6 — C FLOW R —268 V WELL 6A C FLOW R — 270 V BALBOA COVE — C FLOW R —272 OVDC 24VDC T I —274 X40-X57 — 2261 2251 10ON 10( )L 5 *— FIT 109 ll� 4 21 *— FI 101 lj� 2 4[[! ' 210- FI 102 111 24[�— 21*7 FI 103 24(�' — Mli PT 120 1 +[� PT 121 1 +F - L�f IT 160 1I + W TT 163 II TT 164 I+ r"1 H J r, O H Muu, n X60—X77 SLOT 1-7 F4-08AD 100N 100L 120VAC FROM LP1-9 276 FIT 105 SUPPORT SERVICE H N BLDG (FUTURE) 278 FE 105 G _ lJ CITY SALES 1 i 8 8 f�! FLOW I 280 2 [ 7 7 [j 3 6 6 [� HOAG TOTAL - FLOW 282 4 5 5 SWEET GAS 5 '- t_; 4 4 LJ TO FLARE 284 - 3 3 2 2 286 t 1 1 0• TYP FOR FIT 106, FIT 107, FIT 108, FIT 109 288 290 TT 160 TE 160 BLOWER SUCTION 292 r� PRESSURE `J BLOWER DISCH 294 PRESSURE TYP FOR TT 163, TT 164 INLET, GAS 296 TEMPERATURE BLOWER DISCH 298 TEMPERATURE 100L SCRUBBER " TEMPERATURE X80-X97 2261 2251 100N _ I ' n 9 4-26 ma TO PLC 4-20 ma' TO PLC i APPROVAL OVALINC CONCACHEPT �r �j_ APPROVAL IN CONCEPT N0. This project conforms to all applicable planning regulations and policies in effect on this date. These plans are not to be used for construction purposes. No building permit will be issued until approval is received from the Californla4Coastal Commissi n. < / PLANNI EPART+f T By • 7 Date: I JUN 0 i 1997 '� ' JOB NO. 96035 — 96/03/1997 t HBE CAD FILE: HOAGEB 100L 300 302 304 306 308 310 312 314 316 318 320 322 324 326 328 •330 -332 -334 -336 s 100L SLOT 2-1 100N D4-16NA 100E 100N 100L —338 376 CA 0D H2S SENSOR 1 —340 378 ALARM O 4 H2S SENSOR 1 — SHUTDOWN 1 0 H2S SENSOR 2 —342 380 ALARM �5 H2S SENSOR 2 — SHUTDOWN 2 0 H2S SENSOR 3 —344 382 ALARM 6 H2S SENSOR 3 — SHUTDOWN 03 —346 384 CB 348 386 4 ME4 SENSOR 1 — ALARM 0 0 ME4 SENSOR 1 —350 388 SHUTDOWN �5 ME4 SENSOR 2 — ALARM �1 ME4 SENSOR 2 352 390 SHUTDOWN _r16 ��VV ME4 SENSOR 3 — ALARM O 2, ME4 SENSOR 3 —354 392 �7 SHUTDOWN 0 3 —356 394 X100—X107 X110—X117 —358 — 396 —360 398 I 100L —362 —364 i —366 —368 —370 —372 —374 10ON 100L 10ON 0 r 1DON 1DON CITY OF NEWPORT BEACH APPROVAL IN CONCEPT NO. This project conforms to all applicable planning regulations and policies in effect on thid dale. These plans are not to be used for construction purposes. No building permit will be issyed until approval is received from the CalifornCoastalCoinmissio . PLANN By P- Date: 1 4� No. E O1 752 m Exp. .6/30197 �z OFCAL\`off 4 ' JUN 0 71997 .JOB NO. 96035 ' HBE CAD FIL�:' HbAGE9 J w J m w CD 0 w rY w N l-- Qo c�o�w ONWO zUi==¢ Of N W Ld m Q _ Q J X V7 max° WF— < oc) Lj N W CV 4rr N N —FEDERAL MODEL 55 WEATHER PROOF . HORN 120 VOLT, 75A 60 WATT r— SPECIAL MOUNTING BRACKET BY CONTRACTOR I CU n tn l n l O LIJ X W G 1 • r . Hr ..J Q Cf) CITY OF NEWPO�RT BEACH APPROVAL IN CONCEPT This project conforms to all applicable planning reguiaLOns and policies in effect on this date. These plans are not to be used for construction purposes. No building perml will be issued until approval is received from I the Calif coastal ColTimis ' n. PLAN EPARTMENT Date. BY °F1 v�l�fb No, E 010752+tl ' Exp.6/30/97 OFC \W 9 71997 SEE SHEET E-11 FOR BILL OF MATERIAL AND NAMEPLATE SCHEDULE r JOB NO. 96035 UST UPDATE: 2:37pm - 06/07/1997 HBE CAD FlLE: HOAOE10 �-- a-' r- r- N N U'i L♦v - N N t7 �' CD CO �-- (\} '- <-e--- N •- N �.r) N co tY ; j W O 00 U) LL O LL Z •- Y .- r ¢ M N O d Ln to LL F- F- F- F- F- M in to J ¢ O I I I -J N O W 0 0 0 0 m m m m m N O J N !n N cD r•`J 0)r7 N) 0 0 0:! [if 0 0 0 0 n m Q¢ or_ in N 3 3 N M N N r• ) ¢ r`) N Q rr) 0_ a_ M 0_ a_ M a- 0_ a_ Q Z C✓ m V Z F- {- Q¢ t\ = Z Z Z Z Z UM 0M I I I I I I i I 1 3 ==ODooxxcoMCODo a I r7M 1 1 1 1 1 1 N 3 N N=__ S S N N N C-4 I I I O W W O p p r} N N N (N N N r W r- r o 0 0 0 o 0) Cn 0) Orn I- x x o o rn I t I I i I I I I N x x rn rn rn rn rn 0) X I I I I O O O O O d- <t d d' S x x O O O) d -1 d- ct �}- d- d- �} 0 cJ -t d- d- x Q¢¢ Q 00 00 a0 DO o0 f- 3 X X rr_ 1 0 0 010 0 010 W LL- = r•e)N I � I X DO of Ln W x W W W W W W W LJ' LEI Li W ,l J Lei Lei �i �J w fY U U U U U .J -J J J J .J J J J J J J 'J J J J J J W Q Z Z Z Z 0 0 0 0 0 0 0 0 0 0 0 0 �.. W W W W W F- 'F- N F- F- H I H W 0 0 0 0 0 0 0 � Q Q Q ¢ Q Q Q Q Q N Q `� Q U U U U U U U U U Z ¢ Q¢¢¢ U Z Z Z Z Z 2 0 2 W W a f !Y tY tY 2 W 0_ Of m m m m m m m m m m m W W w W W W W W W O W ¢QaQ¢ C9 , m Or0-rr ��roOfo- F-F- mmmo O g O o 0 o O c� o o W z z Z z z z Z 0 z z z z z z z z z z z z ���� w w w w w w w w w N' w w LJ 0 w w w w w W J J J J J J J J J X x J J J U U U U U U U U U 3 Z 4.j -J J J -J J U O O O O J J J J J J J J J X X J J J .J J J J _J J J JJ O Q J J J J J J -� S= S=¢¢¢¢¢¢¢¢¢ U x x¢ a Q o a a a n a a o a a a a¢¢ Q¢ a¢ a m w F- I : � F- Z Z Z= Y J M W z Z Y DO Z 0w� p �wa�� > f- Uwg 0 Z CD CD Y Q o J J C J J m m m N Q LU cn O Q O? O O J GJ 0 Z 1- W F- F- J S = z z J U U U S Q Q a- W W_j O 0' a m 0 a I Li F= O O !n 0 (n J a O Q Q¢ UJ Z z O_ m� W O LL �� Y Z J O p -� H 0 W F_ `� F- z z Of Q¢ m ¢ U 0 =) -J a O M Q_ 0 W p Z W V W O O�� � 3 3 J J�= LL J U 0_ J O _J (n Z Z I F F- 0 0 0 Q Z co 0 3p p J Q! W m Z W Z N Y N¢ U M Cr Q mQ Z Z O O Z z z_ Of U U Z Z Qm Q I _Z p O J O Z W W W W W tr U 0 3 F- z tY ¢ Q 0_ W O O O W (n (n OZ U Z Z m- m W O W W a_ 0 O (n 0 O p 0 a_ a_ 0- a_ 0 3 0 0 � z 3 Q S J D_ W D! : Z J¢ a. z _I a x x 0 O) O 5� ti LLJ z z Fa W O W 3 (n 4 Q 3 m CD X. C� W m N W u- CD N 00 0 a. V W W .- 00 pp DO a 0 d I I- 1 I- W W (n F U O N r0 cD (� 00 O) O N M �t Ln cD r a0 O O N r7 It in (.01\ cc 0) 0 'N M d LC) cp � m O) O Z . N N N N N N N N N N M M M M M M V-) M M r) d- N W W W Q Q W Z p W W J Z M 2 Lil W O m M m z (n L a_ �• a M m 7-� F¢- (n FQ-- (n p LWi. O r- Of W 3� OJ m H (n a N W= W x= LJiI i1 ,J CD I- Ld CC ¢ U (n O W J 2 (� S f- LJ 0_ Q U c_n 0 L_J W J S C7 S F- F n a _ 5 0 5 � tY W . O LJL O LJL O IJi G N J m m a a W 0_ Q J FW-- U� - Q Z � a _j Q m W Q CL (n O UCUC (n =S S x (n O n S O U [ifO U Z WY J UUC) O U 0 Q O U N a W < F- U Q O OW S Q QD F- V) W Z J CK ¢ 2 fY 0- '- '- N N IL - I N N � .- N N N J J' O x W 5 O J L11 O 1 tr W O J Q� W O 1 M >- Of W 3 O W J W F_ Li (n }• ` w� V) }- a �] Of W 3 0 J tr W 3 0 J 0_ W 3 0 J � W 3 0 J W a � W 3 O J Of W 3 O J 0' W 3 O J of W 3 O J x� W 3 O J W 3 O O O 0 O O 0 •- 0 '- N 0 M 0 mmmm(no (n (n cn¢mmmm(ngmmmmmm QQLLLi Li N M d- Ln cD (� 00 Cn O •- N M d- Ln O , 00 M, O N r- N N (` M N N N c0 N t\ N DJ N O N M N N N N N N N N N M HBE CAD FILE: HOAGEtt 0 zll� o it - J Q U V) LLJ J ! W � i 1� o N L_L__ W z owl CITY OF NEWPORT BEACH APPROVAL IN CONCEPT NO �) �7 This project conforms to all applicable planning regulations andpolicios in offect on this date. These plans are not to be used for construction purposes. No ^ building permit will be issued until approval is received from the Calif "I Coastal Commis�si �). PI_ANWEPART4hENT A j _ f No. E 010752 Exp. 6130197 JiII11111 n JUN 0 71997 J08 N0. 96035 DRAWN o � HOAG MEMORIAL HOSPITAL PRESBYTERIAN 6 2 96 NEWPORT BEACH CALIFORNIA CHECKED SULFUR TREATMENT SYSTEM APPROVED MAIN CONTROL PANEL APPROVED ELEVATIONS AND SCHEDULES q 6/3/97 RE-ISSUFp FOR PLAN CHECK RWB , REV DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ENGINEERING, INC. DRAWING No. REV REVISIONS NONE CERRITOS, CALIF'ORNIA 1.960357-E-11 A �, i 1b , Y r r 0 W o , W G' __JI v W OW � Z O O CiTYOFNEWPORT BEACH ~ 'APPROVAL IN CONCEPT N0.� O z This project conforms to all applicable planning reg lalions to and policies in Pleet on this date. oThese plans are not to be used for construction purposes. No O building permit will be issued until approval is received from o theS!9�$-PARTMENT oastkCcrnmission. v " A rDat i No. E 01 752 Exp.6/30197 Za OF JUN 0 71997 JOB N0, 96035 APPROVED ELEVA I[UN UKAYVI!1VF.7 A 6/3/97 RE —ISSUED FOR PLAN CHECK RWB APP SCALE HOBBS-BANNERMAN ENG!NEERiNG BY CHK , INC, DRAWING N0. REV DATE DESCRIPON 1 �6035=E; TI REVISIONS NONE CERRITOS, CALIFOI2jJIA HBE CAD FILE HOAGE12 ' — 06/03/1997 ,PANEL VOLTAGE1 1 L —PARKING LOT BUS SIZE, 225A ®� 1 7' �■�■�arrmm� mm-�--I!�� �.,. ►L��qn M@iM@ � 1' 1 ' 0���—" �rw7�1♦ 32 33 34 35 36 37 1108 20 1 PARKING LIGHTS 2 38 1108 2 39 1108 2 40 1108 2 41 1108 tFE9 2 42 1108 2 TOTALS 42116 41412 40476 124004 W( 149 A) CONN. L.M. X 25% ® = 5595 W TOTAL = 129599 W = 156 A PANEL • MOUNTINiG: SURFACE / 1 1: ,1 LOCATION: 1 CUQ1 '�' 17, • • r ©IIIIIIII■�-� " -■■■■■ �IIIII■I�-- 11 _■■■■■ ®i■■�■tea '' ��■■■■ -' ./ -1 WITH 480V REGULATIN ONBLOCATED ENT LUMINAIRE PRECISION IST DOMED TOP ONE PIECE REINFORCED — ELECTRIC CONTR HOUSING„OF HEAVY GAUGE SLUM •. —r `T AUTO SFORMER'.TYPE BALLAST WNDOWOVE ENORTHUR277VRI W ALUMIN EL PLATE OPEC BY -PASS AND 1000 HPS LAMP (MOUNT IN "LCC") ; e' �c INTERMACTIC #T174 DPST 1 ® m — - TIME, SWITCH (MOUNT IN "LCC") ' 11 GA. 35 FOOT HIGH ROUND, ONE r-- . PIECE' TAPERED 'STEEL POLE. FLAT iooP BKR POLYURETHANE RELOCATED. LIGHT' POLE BROWN OLOCK ., POLYUR E FACTORY PLANTED '' ' W/150 AMP BKR BRONZE FINISH OVER PRIMER TO CONE ONLY) MATCH LUMINAIRE. BLACK � BLACK I 277 V A A. I 1 I colt — L — — — �, I ... `• 4" X 6' HANDHOLE'WITH COVER. I 277 V TERMINATE GROUND WIRE AT GROUND COIL I NUT OPPOSITE HANDHOLe r , I I 37 (4) 1"0 X 44- X 4' GALV. ANCHOR 38 BOLTS TIE TO REINFORCING CAGE. CAST ALUMINUM BASE COVER,' ASTM A36. KSI STEEL BASE PLATE WITH BRONZE PAINT FINISH. 39i— GALV. NUTS AND WASHERS 40_�n� I L n - TAPERED AND SACK FINISHED 41 FINISH GRADE CONCRETE BASE. 42 --.—� I �I f-L 1 I I I I — PARKING LOT LIGHTS. --}—+- PARKING LOT LIGHTS. - -f--.- PARKING LOT LIGHTS. / �—}--� PARKING LOT LIGHTS, I PARKING LOT LIGHTS). PARKING LOT LIGHTS., , J L -'-- �- �-- 3,/4' MIN. WRAPPED RIGID STEEL, L -— a 1 A OWNER TO DETERMINE EXACT SHUT-OFF TIME (IF ANY), L(2) SQUARE D CLASS 890#LG-60 WIRING SHALL PROVIDE MAXIMUM FLEXIBILITY IN LIGHTING CONTRACTORS MOUNT SELECTING AND CHANGING LOADS TO BE SHUT OFF IN "LCC" ENCLOSURE (MOUNT ° REBAR: ASTM A60 KSI 4 7 V.C. BY THE TIME CLOCK CONTRACTOR. ABV. PNL "HP°) A'' REINF. WITH #3 TIES AT 12' O.C. 3'0' FOOTING ° ° a• CONCRETE: 5 SACK MIN. 28 DAY a'-0• DEEEPP MINIMUM STRENGTH = 2,500 PSI MIN. LIGHTING CONTROL DIAGRAM ® ---- - 13 1/2" BOLT CIRCLE NOT TO SCALE CHAMFEREDiCORNERS PARKING LOT LIGHTING STANDARD DETAIL.; SCALE: 3/4' = 1'—O' SECTION "AA" NOT TO SCALE CITYOFNEWPORTBEACH ApPa30VAl tN CONCEPT NO. . ThigPrajeGt cantorms to all applicable planning regulations this date I _ and polrcles In effect on These plans are not to Do mmu building permfl will be issued until approval is received from 12 the Calif 'Coastal Commis // PLAN ME PARTNT IDl I BY Date; a- 1", C-3 46CU, THWN, 5' .: 1/2" C-1 #6CU TO GROUND . ® , 2" C-4, #1 OCU, THAN, 5' PANEL 'HP' �I 225 AMPS ® 480/277V' 3 PHASE IOOA W0. M 4 WIRE j 3" C TO EXISTING SCE L—_ ® TRANSFORMER. VERIFY 30KVA PANEL 'LP' EXACT LOCATION AND 480-120/208V, 100 AMPS COORDINATE STUB -UP 3 PHASE, 200AS LOCATION AND ALL 4 WIRE 120/208V REQUIREMENTS WITH 3 PHASE SCE PRIOR TO BID. 200AF 4 WIRE ' 'LPN' ® 2" C-(4) 3/0 CU, THWN 1/2' C-1 #2 CU 10% 3/4' DIAMETER GROUND ROD.- INSTALL IN NEAREST PLANTER AREA. NOTE: SERVICE ENTRANCE EQUIPMENT, PANELS AND TRANSFORMERS SHOWN ON SINGLE LINE DIAGRAM SHALL BE NEMA 3R AND SHALL BE TREATED WITH CORROSIVE RESISTANT PAINT. EXPOSED CONDUIT SHALL BE PVC COATED RIGID GALVANIZED STEEL MAIN SERVICE EQUIPMENT SHALL BE RATED FOR , MINIMUM OF 22,000 AIC. PANEL 'HP" PANEL "LP' O I O I �> I 1 I I I rn I _'LCC"— TRANSFORMER 10 O i O _6" DOA i L -1 I I• -III III I I 1 1 —1 I I—III—� n SPECIFIC NOTES: Ot UTILITY CABLE TERMINATION SECTION. 200A, 3 PHASE, 4 WIRE, 480/277V, NEMA, 3R. SECTION IS WIN X 91.5'H X 35.5D. SQUARE 0 GAT #CMUGPS04 ft. O METER/MAIN SECTION. 206A, 3 PHASE, 4 WIRE 480/277V, NEMA 3R. SECTION IS 24`W X 91.5'4 X 35,5 D. SQUARE D CAT JCMTS304ER', O PANEL/TRANSFORMER SECTION, NEAA 3R, SECTION IS 30"W X 91.5°H. X 35.5-D. SQUARE D CAT #CMLSR' O PANEL/CONTROL SECTION, NEMA 3R, SECTION IS 24"W X 91.5H X 35.51D. SQUARE D CAT #CMLSR. O METER SOCKET, 200A, 7 CLIP SQUARE D CAT JCMS732E. 1 O FUSIBLE MAIN, 200A, 480/27N .3 PHASE," SQUARE D CAT jCMFP43200,' O PANEL 'HP" 200A, 480/277,V 3 -PHASE, 0, SQUARE, D, NEHB. < PANEL."LH' 125A, 208/120V 3 PHASE, AW, SQUARE D NQOD. k + t O TRANSFORMER, 3OKVA, 486V-208/120V 3 PHASE, 4W. 10 CONTROL PANEL 'LCC', SQUARE D CAT J3073H. 11 CONCRETE BASE WALL EXTENDS 6' BEYOND THE ELECTRICAL EQUIPMENT. 12 SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL OF .THE FOLLOWING EQUIPMENT AND DEVICES. a. COMPLETE SWITCHBOARD LINE-UP INCLUDING' CONDUri STUB -UPS LOCATIONS AND CONCRETE PADS. b. LIGHT FIXTURES c. STEEL POLE 11 d. LIGHTING_ CONTROL DEVICES., s;C101 S SINGLE LINE DIAGRAM FINISH GRADE 1 Exp. 6/30/97 PANEL SCHEDULE NOTES: NOT TO SCALE �� �4 1. NEW CIRCUIT BREAKER FOR EXISTING LOAD. VERIFY EXISTING eS'�/�•r, �ECTtiC LOAD AND EXTTEND CIRCUITS AS REQUIRED. ELECTRICAL EQUIPMENT ELEVATION J OFChL� 2. PROVIDE SWITCH RATED CIRCUIT BREAKERS FOR ALL PARKING 1 97 LIGHT CIRCUITS. 1 1 JOB NO. 96935' DRAWN HOAG MEMORIAL 'HOSPITAL PRESBYTERIAN DA Z TT TI O T TT ('� u 6 6/9/97 RE —ISSUED FOR PLAN CHECK MR ,. DAB r NEWPORT BEACH CALIFORNIA tiV11J VICH 6997 & ASSOCIATES 5 1/24/97 RECORD DWG. FZ CHECKED' y' SULFUR TREATMENT SYSTEM Apc{L�, P&m•114r9., (9&dnvccc1, 3 9/19/96 OWNER REV. FZ APPROVED PARKING LOT LIGHTING AND .POWER �a G"Id ° #6F 16om Dante 2 8/26/96 CITY CORRECTION CB j 6059 BRISTOL PAMHIIAY, SECOND FLOOR, CULVER crrx , 7/25/96 REVISED APPROVED SINGLE LINE DIAGRAM- . CALIFORNIA. 90230 TEL 310-348-5101 FAX 310-348-5102 CB REV, DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ,ENGINEERING; INC. DRAWING NO, -.REV LAST UPDATE 12:25pm - 06/09/1997 HOE CAD FILE: 9603SE13 • REVISIONS NONE CERRITOS, CALIFORNIA 196035-E--13 A r I r WITH 480V REGULATIN ONBLOCATED ENT LUMINAIRE PRECISION IST DOMED TOP ONE PIECE REINFORCED — ELECTRIC CONTR HOUSING„OF HEAVY GAUGE SLUM •. —r `T AUTO SFORMER'.TYPE BALLAST WNDOWOVE ENORTHUR277VRI W ALUMIN EL PLATE OPEC BY -PASS AND 1000 HPS LAMP (MOUNT IN "LCC") ; e' �c INTERMACTIC #T174 DPST 1 ® m — - TIME, SWITCH (MOUNT IN "LCC") ' 11 GA. 35 FOOT HIGH ROUND, ONE r-- . PIECE' TAPERED 'STEEL POLE. FLAT iooP BKR POLYURETHANE RELOCATED. LIGHT' POLE BROWN OLOCK ., POLYUR E FACTORY PLANTED '' ' W/150 AMP BKR BRONZE FINISH OVER PRIMER TO CONE ONLY) MATCH LUMINAIRE. BLACK � BLACK I 277 V A A. I 1 I colt — L — — — �, I ... `• 4" X 6' HANDHOLE'WITH COVER. I 277 V TERMINATE GROUND WIRE AT GROUND COIL I NUT OPPOSITE HANDHOLe r , I I 37 (4) 1"0 X 44- X 4' GALV. ANCHOR 38 BOLTS TIE TO REINFORCING CAGE. CAST ALUMINUM BASE COVER,' ASTM A36. KSI STEEL BASE PLATE WITH BRONZE PAINT FINISH. 39i— GALV. NUTS AND WASHERS 40_�n� I L n - TAPERED AND SACK FINISHED 41 FINISH GRADE CONCRETE BASE. 42 --.—� I �I f-L 1 I I I I — PARKING LOT LIGHTS. --}—+- PARKING LOT LIGHTS. - -f--.- PARKING LOT LIGHTS. / �—}--� PARKING LOT LIGHTS, I PARKING LOT LIGHTS). PARKING LOT LIGHTS., , J L -'-- �- �-- 3,/4' MIN. WRAPPED RIGID STEEL, L -— a 1 A OWNER TO DETERMINE EXACT SHUT-OFF TIME (IF ANY), L(2) SQUARE D CLASS 890#LG-60 WIRING SHALL PROVIDE MAXIMUM FLEXIBILITY IN LIGHTING CONTRACTORS MOUNT SELECTING AND CHANGING LOADS TO BE SHUT OFF IN "LCC" ENCLOSURE (MOUNT ° REBAR: ASTM A60 KSI 4 7 V.C. BY THE TIME CLOCK CONTRACTOR. ABV. PNL "HP°) A'' REINF. WITH #3 TIES AT 12' O.C. 3'0' FOOTING ° ° a• CONCRETE: 5 SACK MIN. 28 DAY a'-0• DEEEPP MINIMUM STRENGTH = 2,500 PSI MIN. LIGHTING CONTROL DIAGRAM ® ---- - 13 1/2" BOLT CIRCLE NOT TO SCALE CHAMFEREDiCORNERS PARKING LOT LIGHTING STANDARD DETAIL.; SCALE: 3/4' = 1'—O' SECTION "AA" NOT TO SCALE CITYOFNEWPORTBEACH ApPa30VAl tN CONCEPT NO. . ThigPrajeGt cantorms to all applicable planning regulations this date I _ and polrcles In effect on These plans are not to Do mmu building permfl will be issued until approval is received from 12 the Calif 'Coastal Commis // PLAN ME PARTNT IDl I BY Date; a- 1", C-3 46CU, THWN, 5' .: 1/2" C-1 #6CU TO GROUND . ® , 2" C-4, #1 OCU, THAN, 5' PANEL 'HP' �I 225 AMPS ® 480/277V' 3 PHASE IOOA W0. M 4 WIRE j 3" C TO EXISTING SCE L—_ ® TRANSFORMER. VERIFY 30KVA PANEL 'LP' EXACT LOCATION AND 480-120/208V, 100 AMPS COORDINATE STUB -UP 3 PHASE, 200AS LOCATION AND ALL 4 WIRE 120/208V REQUIREMENTS WITH 3 PHASE SCE PRIOR TO BID. 200AF 4 WIRE ' 'LPN' ® 2" C-(4) 3/0 CU, THWN 1/2' C-1 #2 CU 10% 3/4' DIAMETER GROUND ROD.- INSTALL IN NEAREST PLANTER AREA. NOTE: SERVICE ENTRANCE EQUIPMENT, PANELS AND TRANSFORMERS SHOWN ON SINGLE LINE DIAGRAM SHALL BE NEMA 3R AND SHALL BE TREATED WITH CORROSIVE RESISTANT PAINT. EXPOSED CONDUIT SHALL BE PVC COATED RIGID GALVANIZED STEEL MAIN SERVICE EQUIPMENT SHALL BE RATED FOR , MINIMUM OF 22,000 AIC. PANEL 'HP" PANEL "LP' O I O I �> I 1 I I I rn I _'LCC"— TRANSFORMER 10 O i O _6" DOA i L -1 I I• -III III I I 1 1 —1 I I—III—� n SPECIFIC NOTES: Ot UTILITY CABLE TERMINATION SECTION. 200A, 3 PHASE, 4 WIRE, 480/277V, NEMA, 3R. SECTION IS WIN X 91.5'H X 35.5D. SQUARE 0 GAT #CMUGPS04 ft. O METER/MAIN SECTION. 206A, 3 PHASE, 4 WIRE 480/277V, NEMA 3R. SECTION IS 24`W X 91.5'4 X 35,5 D. SQUARE D CAT JCMTS304ER', O PANEL/TRANSFORMER SECTION, NEAA 3R, SECTION IS 30"W X 91.5°H. X 35.5-D. SQUARE D CAT #CMLSR' O PANEL/CONTROL SECTION, NEMA 3R, SECTION IS 24"W X 91.5H X 35.51D. SQUARE D CAT #CMLSR. O METER SOCKET, 200A, 7 CLIP SQUARE D CAT JCMS732E. 1 O FUSIBLE MAIN, 200A, 480/27N .3 PHASE," SQUARE D CAT jCMFP43200,' O PANEL 'HP" 200A, 480/277,V 3 -PHASE, 0, SQUARE, D, NEHB. < PANEL."LH' 125A, 208/120V 3 PHASE, AW, SQUARE D NQOD. k + t O TRANSFORMER, 3OKVA, 486V-208/120V 3 PHASE, 4W. 10 CONTROL PANEL 'LCC', SQUARE D CAT J3073H. 11 CONCRETE BASE WALL EXTENDS 6' BEYOND THE ELECTRICAL EQUIPMENT. 12 SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL OF .THE FOLLOWING EQUIPMENT AND DEVICES. a. COMPLETE SWITCHBOARD LINE-UP INCLUDING' CONDUri STUB -UPS LOCATIONS AND CONCRETE PADS. b. LIGHT FIXTURES c. STEEL POLE 11 d. LIGHTING_ CONTROL DEVICES., s;C101 S SINGLE LINE DIAGRAM FINISH GRADE 1 Exp. 6/30/97 PANEL SCHEDULE NOTES: NOT TO SCALE �� �4 1. NEW CIRCUIT BREAKER FOR EXISTING LOAD. VERIFY EXISTING eS'�/�•r, �ECTtiC LOAD AND EXTTEND CIRCUITS AS REQUIRED. ELECTRICAL EQUIPMENT ELEVATION J OFChL� 2. PROVIDE SWITCH RATED CIRCUIT BREAKERS FOR ALL PARKING 1 97 LIGHT CIRCUITS. 1 1 JOB NO. 96935' DRAWN HOAG MEMORIAL 'HOSPITAL PRESBYTERIAN DA Z TT TI O T TT ('� u 6 6/9/97 RE —ISSUED FOR PLAN CHECK MR ,. DAB r NEWPORT BEACH CALIFORNIA tiV11J VICH 6997 & ASSOCIATES 5 1/24/97 RECORD DWG. FZ CHECKED' y' SULFUR TREATMENT SYSTEM Apc{L�, P&m•114r9., (9&dnvccc1, 3 9/19/96 OWNER REV. FZ APPROVED PARKING LOT LIGHTING AND .POWER �a G"Id ° #6F 16om Dante 2 8/26/96 CITY CORRECTION CB j 6059 BRISTOL PAMHIIAY, SECOND FLOOR, CULVER crrx , 7/25/96 REVISED APPROVED SINGLE LINE DIAGRAM- . CALIFORNIA. 90230 TEL 310-348-5101 FAX 310-348-5102 CB REV, DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ,ENGINEERING; INC. DRAWING NO, -.REV LAST UPDATE 12:25pm - 06/09/1997 HOE CAD FILE: 9603SE13 • REVISIONS NONE CERRITOS, CALIFORNIA 196035-E--13 A r I r 37 (4) 1"0 X 44- X 4' GALV. ANCHOR 38 BOLTS TIE TO REINFORCING CAGE. CAST ALUMINUM BASE COVER,' ASTM A36. KSI STEEL BASE PLATE WITH BRONZE PAINT FINISH. 39i— GALV. NUTS AND WASHERS 40_�n� I L n - TAPERED AND SACK FINISHED 41 FINISH GRADE CONCRETE BASE. 42 --.—� I �I f-L 1 I I I I — PARKING LOT LIGHTS. --}—+- PARKING LOT LIGHTS. - -f--.- PARKING LOT LIGHTS. / �—}--� PARKING LOT LIGHTS, I PARKING LOT LIGHTS). PARKING LOT LIGHTS., , J L -'-- �- �-- 3,/4' MIN. WRAPPED RIGID STEEL, L -— a 1 A OWNER TO DETERMINE EXACT SHUT-OFF TIME (IF ANY), L(2) SQUARE D CLASS 890#LG-60 WIRING SHALL PROVIDE MAXIMUM FLEXIBILITY IN LIGHTING CONTRACTORS MOUNT SELECTING AND CHANGING LOADS TO BE SHUT OFF IN "LCC" ENCLOSURE (MOUNT ° REBAR: ASTM A60 KSI 4 7 V.C. BY THE TIME CLOCK CONTRACTOR. ABV. PNL "HP°) A'' REINF. WITH #3 TIES AT 12' O.C. 3'0' FOOTING ° ° a• CONCRETE: 5 SACK MIN. 28 DAY a'-0• DEEEPP MINIMUM STRENGTH = 2,500 PSI MIN. LIGHTING CONTROL DIAGRAM ® ---- - 13 1/2" BOLT CIRCLE NOT TO SCALE CHAMFEREDiCORNERS PARKING LOT LIGHTING STANDARD DETAIL.; SCALE: 3/4' = 1'—O' SECTION "AA" NOT TO SCALE CITYOFNEWPORTBEACH ApPa30VAl tN CONCEPT NO. . ThigPrajeGt cantorms to all applicable planning regulations this date I _ and polrcles In effect on These plans are not to Do mmu building permfl will be issued until approval is received from 12 the Calif 'Coastal Commis // PLAN ME PARTNT IDl I BY Date; a- 1", C-3 46CU, THWN, 5' .: 1/2" C-1 #6CU TO GROUND . ® , 2" C-4, #1 OCU, THAN, 5' PANEL 'HP' �I 225 AMPS ® 480/277V' 3 PHASE IOOA W0. M 4 WIRE j 3" C TO EXISTING SCE L—_ ® TRANSFORMER. VERIFY 30KVA PANEL 'LP' EXACT LOCATION AND 480-120/208V, 100 AMPS COORDINATE STUB -UP 3 PHASE, 200AS LOCATION AND ALL 4 WIRE 120/208V REQUIREMENTS WITH 3 PHASE SCE PRIOR TO BID. 200AF 4 WIRE ' 'LPN' ® 2" C-(4) 3/0 CU, THWN 1/2' C-1 #2 CU 10% 3/4' DIAMETER GROUND ROD.- INSTALL IN NEAREST PLANTER AREA. NOTE: SERVICE ENTRANCE EQUIPMENT, PANELS AND TRANSFORMERS SHOWN ON SINGLE LINE DIAGRAM SHALL BE NEMA 3R AND SHALL BE TREATED WITH CORROSIVE RESISTANT PAINT. EXPOSED CONDUIT SHALL BE PVC COATED RIGID GALVANIZED STEEL MAIN SERVICE EQUIPMENT SHALL BE RATED FOR , MINIMUM OF 22,000 AIC. PANEL 'HP" PANEL "LP' O I O I �> I 1 I I I rn I _'LCC"— TRANSFORMER 10 O i O _6" DOA i L -1 I I• -III III I I 1 1 —1 I I—III—� n SPECIFIC NOTES: Ot UTILITY CABLE TERMINATION SECTION. 200A, 3 PHASE, 4 WIRE, 480/277V, NEMA, 3R. SECTION IS WIN X 91.5'H X 35.5D. SQUARE 0 GAT #CMUGPS04 ft. O METER/MAIN SECTION. 206A, 3 PHASE, 4 WIRE 480/277V, NEMA 3R. SECTION IS 24`W X 91.5'4 X 35,5 D. SQUARE D CAT JCMTS304ER', O PANEL/TRANSFORMER SECTION, NEAA 3R, SECTION IS 30"W X 91.5°H. X 35.5-D. SQUARE D CAT #CMLSR' O PANEL/CONTROL SECTION, NEMA 3R, SECTION IS 24"W X 91.5H X 35.51D. SQUARE D CAT #CMLSR. O METER SOCKET, 200A, 7 CLIP SQUARE D CAT JCMS732E. 1 O FUSIBLE MAIN, 200A, 480/27N .3 PHASE," SQUARE D CAT jCMFP43200,' O PANEL 'HP" 200A, 480/277,V 3 -PHASE, 0, SQUARE, D, NEHB. < PANEL."LH' 125A, 208/120V 3 PHASE, AW, SQUARE D NQOD. k + t O TRANSFORMER, 3OKVA, 486V-208/120V 3 PHASE, 4W. 10 CONTROL PANEL 'LCC', SQUARE D CAT J3073H. 11 CONCRETE BASE WALL EXTENDS 6' BEYOND THE ELECTRICAL EQUIPMENT. 12 SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL OF .THE FOLLOWING EQUIPMENT AND DEVICES. a. COMPLETE SWITCHBOARD LINE-UP INCLUDING' CONDUri STUB -UPS LOCATIONS AND CONCRETE PADS. b. LIGHT FIXTURES c. STEEL POLE 11 d. LIGHTING_ CONTROL DEVICES., s;C101 S SINGLE LINE DIAGRAM FINISH GRADE 1 Exp. 6/30/97 PANEL SCHEDULE NOTES: NOT TO SCALE �� �4 1. NEW CIRCUIT BREAKER FOR EXISTING LOAD. VERIFY EXISTING eS'�/�•r, �ECTtiC LOAD AND EXTTEND CIRCUITS AS REQUIRED. ELECTRICAL EQUIPMENT ELEVATION J OFChL� 2. PROVIDE SWITCH RATED CIRCUIT BREAKERS FOR ALL PARKING 1 97 LIGHT CIRCUITS. 1 1 JOB NO. 96935' DRAWN HOAG MEMORIAL 'HOSPITAL PRESBYTERIAN DA Z TT TI O T TT ('� u 6 6/9/97 RE —ISSUED FOR PLAN CHECK MR ,. DAB r NEWPORT BEACH CALIFORNIA tiV11J VICH 6997 & ASSOCIATES 5 1/24/97 RECORD DWG. FZ CHECKED' y' SULFUR TREATMENT SYSTEM Apc{L�, P&m•114r9., (9&dnvccc1, 3 9/19/96 OWNER REV. FZ APPROVED PARKING LOT LIGHTING AND .POWER �a G"Id ° #6F 16om Dante 2 8/26/96 CITY CORRECTION CB j 6059 BRISTOL PAMHIIAY, SECOND FLOOR, CULVER crrx , 7/25/96 REVISED APPROVED SINGLE LINE DIAGRAM- . CALIFORNIA. 90230 TEL 310-348-5101 FAX 310-348-5102 CB REV, DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ,ENGINEERING; INC. DRAWING NO, -.REV LAST UPDATE 12:25pm - 06/09/1997 HOE CAD FILE: 9603SE13 • REVISIONS NONE CERRITOS, CALIFORNIA 196035-E--13 A r I r I �I f-L 1 I I I I — PARKING LOT LIGHTS. --}—+- PARKING LOT LIGHTS. - -f--.- PARKING LOT LIGHTS. / �—}--� PARKING LOT LIGHTS, I PARKING LOT LIGHTS). PARKING LOT LIGHTS., , J L -'-- �- �-- 3,/4' MIN. WRAPPED RIGID STEEL, L -— a 1 A OWNER TO DETERMINE EXACT SHUT-OFF TIME (IF ANY), L(2) SQUARE D CLASS 890#LG-60 WIRING SHALL PROVIDE MAXIMUM FLEXIBILITY IN LIGHTING CONTRACTORS MOUNT SELECTING AND CHANGING LOADS TO BE SHUT OFF IN "LCC" ENCLOSURE (MOUNT ° REBAR: ASTM A60 KSI 4 7 V.C. BY THE TIME CLOCK CONTRACTOR. ABV. PNL "HP°) A'' REINF. WITH #3 TIES AT 12' O.C. 3'0' FOOTING ° ° a• CONCRETE: 5 SACK MIN. 28 DAY a'-0• DEEEPP MINIMUM STRENGTH = 2,500 PSI MIN. LIGHTING CONTROL DIAGRAM ® ---- - 13 1/2" BOLT CIRCLE NOT TO SCALE CHAMFEREDiCORNERS PARKING LOT LIGHTING STANDARD DETAIL.; SCALE: 3/4' = 1'—O' SECTION "AA" NOT TO SCALE CITYOFNEWPORTBEACH ApPa30VAl tN CONCEPT NO. . ThigPrajeGt cantorms to all applicable planning regulations this date I _ and polrcles In effect on These plans are not to Do mmu building permfl will be issued until approval is received from 12 the Calif 'Coastal Commis // PLAN ME PARTNT IDl I BY Date; a- 1", C-3 46CU, THWN, 5' .: 1/2" C-1 #6CU TO GROUND . ® , 2" C-4, #1 OCU, THAN, 5' PANEL 'HP' �I 225 AMPS ® 480/277V' 3 PHASE IOOA W0. M 4 WIRE j 3" C TO EXISTING SCE L—_ ® TRANSFORMER. VERIFY 30KVA PANEL 'LP' EXACT LOCATION AND 480-120/208V, 100 AMPS COORDINATE STUB -UP 3 PHASE, 200AS LOCATION AND ALL 4 WIRE 120/208V REQUIREMENTS WITH 3 PHASE SCE PRIOR TO BID. 200AF 4 WIRE ' 'LPN' ® 2" C-(4) 3/0 CU, THWN 1/2' C-1 #2 CU 10% 3/4' DIAMETER GROUND ROD.- INSTALL IN NEAREST PLANTER AREA. NOTE: SERVICE ENTRANCE EQUIPMENT, PANELS AND TRANSFORMERS SHOWN ON SINGLE LINE DIAGRAM SHALL BE NEMA 3R AND SHALL BE TREATED WITH CORROSIVE RESISTANT PAINT. EXPOSED CONDUIT SHALL BE PVC COATED RIGID GALVANIZED STEEL MAIN SERVICE EQUIPMENT SHALL BE RATED FOR , MINIMUM OF 22,000 AIC. PANEL 'HP" PANEL "LP' O I O I �> I 1 I I I rn I _'LCC"— TRANSFORMER 10 O i O _6" DOA i L -1 I I• -III III I I 1 1 —1 I I—III—� n SPECIFIC NOTES: Ot UTILITY CABLE TERMINATION SECTION. 200A, 3 PHASE, 4 WIRE, 480/277V, NEMA, 3R. SECTION IS WIN X 91.5'H X 35.5D. SQUARE 0 GAT #CMUGPS04 ft. O METER/MAIN SECTION. 206A, 3 PHASE, 4 WIRE 480/277V, NEMA 3R. SECTION IS 24`W X 91.5'4 X 35,5 D. SQUARE D CAT JCMTS304ER', O PANEL/TRANSFORMER SECTION, NEAA 3R, SECTION IS 30"W X 91.5°H. X 35.5-D. SQUARE D CAT #CMLSR' O PANEL/CONTROL SECTION, NEMA 3R, SECTION IS 24"W X 91.5H X 35.51D. SQUARE D CAT #CMLSR. O METER SOCKET, 200A, 7 CLIP SQUARE D CAT JCMS732E. 1 O FUSIBLE MAIN, 200A, 480/27N .3 PHASE," SQUARE D CAT jCMFP43200,' O PANEL 'HP" 200A, 480/277,V 3 -PHASE, 0, SQUARE, D, NEHB. < PANEL."LH' 125A, 208/120V 3 PHASE, AW, SQUARE D NQOD. k + t O TRANSFORMER, 3OKVA, 486V-208/120V 3 PHASE, 4W. 10 CONTROL PANEL 'LCC', SQUARE D CAT J3073H. 11 CONCRETE BASE WALL EXTENDS 6' BEYOND THE ELECTRICAL EQUIPMENT. 12 SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL OF .THE FOLLOWING EQUIPMENT AND DEVICES. a. COMPLETE SWITCHBOARD LINE-UP INCLUDING' CONDUri STUB -UPS LOCATIONS AND CONCRETE PADS. b. LIGHT FIXTURES c. STEEL POLE 11 d. LIGHTING_ CONTROL DEVICES., s;C101 S SINGLE LINE DIAGRAM FINISH GRADE 1 Exp. 6/30/97 PANEL SCHEDULE NOTES: NOT TO SCALE �� �4 1. NEW CIRCUIT BREAKER FOR EXISTING LOAD. VERIFY EXISTING eS'�/�•r, �ECTtiC LOAD AND EXTTEND CIRCUITS AS REQUIRED. ELECTRICAL EQUIPMENT ELEVATION J OFChL� 2. PROVIDE SWITCH RATED CIRCUIT BREAKERS FOR ALL PARKING 1 97 LIGHT CIRCUITS. 1 1 JOB NO. 96935' DRAWN HOAG MEMORIAL 'HOSPITAL PRESBYTERIAN DA Z TT TI O T TT ('� u 6 6/9/97 RE —ISSUED FOR PLAN CHECK MR ,. DAB r NEWPORT BEACH CALIFORNIA tiV11J VICH 6997 & ASSOCIATES 5 1/24/97 RECORD DWG. FZ CHECKED' y' SULFUR TREATMENT SYSTEM Apc{L�, P&m•114r9., (9&dnvccc1, 3 9/19/96 OWNER REV. FZ APPROVED PARKING LOT LIGHTING AND .POWER �a G"Id ° #6F 16om Dante 2 8/26/96 CITY CORRECTION CB j 6059 BRISTOL PAMHIIAY, SECOND FLOOR, CULVER crrx , 7/25/96 REVISED APPROVED SINGLE LINE DIAGRAM- . CALIFORNIA. 90230 TEL 310-348-5101 FAX 310-348-5102 CB REV, DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ,ENGINEERING; INC. DRAWING NO, -.REV LAST UPDATE 12:25pm - 06/09/1997 HOE CAD FILE: 9603SE13 • REVISIONS NONE CERRITOS, CALIFORNIA 196035-E--13 A r I r — PARKING LOT LIGHTS. --}—+- PARKING LOT LIGHTS. - -f--.- PARKING LOT LIGHTS. / �—}--� PARKING LOT LIGHTS, I PARKING LOT LIGHTS). PARKING LOT LIGHTS., , J L -'-- �- �-- 3,/4' MIN. WRAPPED RIGID STEEL, L -— a 1 A OWNER TO DETERMINE EXACT SHUT-OFF TIME (IF ANY), L(2) SQUARE D CLASS 890#LG-60 WIRING SHALL PROVIDE MAXIMUM FLEXIBILITY IN LIGHTING CONTRACTORS MOUNT SELECTING AND CHANGING LOADS TO BE SHUT OFF IN "LCC" ENCLOSURE (MOUNT ° REBAR: ASTM A60 KSI 4 7 V.C. BY THE TIME CLOCK CONTRACTOR. ABV. PNL "HP°) A'' REINF. WITH #3 TIES AT 12' O.C. 3'0' FOOTING ° ° a• CONCRETE: 5 SACK MIN. 28 DAY a'-0• DEEEPP MINIMUM STRENGTH = 2,500 PSI MIN. LIGHTING CONTROL DIAGRAM ® ---- - 13 1/2" BOLT CIRCLE NOT TO SCALE CHAMFEREDiCORNERS PARKING LOT LIGHTING STANDARD DETAIL.; SCALE: 3/4' = 1'—O' SECTION "AA" NOT TO SCALE CITYOFNEWPORTBEACH ApPa30VAl tN CONCEPT NO. . ThigPrajeGt cantorms to all applicable planning regulations this date I _ and polrcles In effect on These plans are not to Do mmu building permfl will be issued until approval is received from 12 the Calif 'Coastal Commis // PLAN ME PARTNT IDl I BY Date; a- 1", C-3 46CU, THWN, 5' .: 1/2" C-1 #6CU TO GROUND . ® , 2" C-4, #1 OCU, THAN, 5' PANEL 'HP' �I 225 AMPS ® 480/277V' 3 PHASE IOOA W0. M 4 WIRE j 3" C TO EXISTING SCE L—_ ® TRANSFORMER. VERIFY 30KVA PANEL 'LP' EXACT LOCATION AND 480-120/208V, 100 AMPS COORDINATE STUB -UP 3 PHASE, 200AS LOCATION AND ALL 4 WIRE 120/208V REQUIREMENTS WITH 3 PHASE SCE PRIOR TO BID. 200AF 4 WIRE ' 'LPN' ® 2" C-(4) 3/0 CU, THWN 1/2' C-1 #2 CU 10% 3/4' DIAMETER GROUND ROD.- INSTALL IN NEAREST PLANTER AREA. NOTE: SERVICE ENTRANCE EQUIPMENT, PANELS AND TRANSFORMERS SHOWN ON SINGLE LINE DIAGRAM SHALL BE NEMA 3R AND SHALL BE TREATED WITH CORROSIVE RESISTANT PAINT. EXPOSED CONDUIT SHALL BE PVC COATED RIGID GALVANIZED STEEL MAIN SERVICE EQUIPMENT SHALL BE RATED FOR , MINIMUM OF 22,000 AIC. PANEL 'HP" PANEL "LP' O I O I �> I 1 I I I rn I _'LCC"— TRANSFORMER 10 O i O _6" DOA i L -1 I I• -III III I I 1 1 —1 I I—III—� n SPECIFIC NOTES: Ot UTILITY CABLE TERMINATION SECTION. 200A, 3 PHASE, 4 WIRE, 480/277V, NEMA, 3R. SECTION IS WIN X 91.5'H X 35.5D. SQUARE 0 GAT #CMUGPS04 ft. O METER/MAIN SECTION. 206A, 3 PHASE, 4 WIRE 480/277V, NEMA 3R. SECTION IS 24`W X 91.5'4 X 35,5 D. SQUARE D CAT JCMTS304ER', O PANEL/TRANSFORMER SECTION, NEAA 3R, SECTION IS 30"W X 91.5°H. X 35.5-D. SQUARE D CAT #CMLSR' O PANEL/CONTROL SECTION, NEMA 3R, SECTION IS 24"W X 91.5H X 35.51D. SQUARE D CAT #CMLSR. O METER SOCKET, 200A, 7 CLIP SQUARE D CAT JCMS732E. 1 O FUSIBLE MAIN, 200A, 480/27N .3 PHASE," SQUARE D CAT jCMFP43200,' O PANEL 'HP" 200A, 480/277,V 3 -PHASE, 0, SQUARE, D, NEHB. < PANEL."LH' 125A, 208/120V 3 PHASE, AW, SQUARE D NQOD. k + t O TRANSFORMER, 3OKVA, 486V-208/120V 3 PHASE, 4W. 10 CONTROL PANEL 'LCC', SQUARE D CAT J3073H. 11 CONCRETE BASE WALL EXTENDS 6' BEYOND THE ELECTRICAL EQUIPMENT. 12 SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL OF .THE FOLLOWING EQUIPMENT AND DEVICES. a. COMPLETE SWITCHBOARD LINE-UP INCLUDING' CONDUri STUB -UPS LOCATIONS AND CONCRETE PADS. b. LIGHT FIXTURES c. STEEL POLE 11 d. LIGHTING_ CONTROL DEVICES., s;C101 S SINGLE LINE DIAGRAM FINISH GRADE 1 Exp. 6/30/97 PANEL SCHEDULE NOTES: NOT TO SCALE �� �4 1. NEW CIRCUIT BREAKER FOR EXISTING LOAD. VERIFY EXISTING eS'�/�•r, �ECTtiC LOAD AND EXTTEND CIRCUITS AS REQUIRED. ELECTRICAL EQUIPMENT ELEVATION J OFChL� 2. PROVIDE SWITCH RATED CIRCUIT BREAKERS FOR ALL PARKING 1 97 LIGHT CIRCUITS. 1 1 JOB NO. 96935' DRAWN HOAG MEMORIAL 'HOSPITAL PRESBYTERIAN DA Z TT TI O T TT ('� u 6 6/9/97 RE —ISSUED FOR PLAN CHECK MR ,. DAB r NEWPORT BEACH CALIFORNIA tiV11J VICH 6997 & ASSOCIATES 5 1/24/97 RECORD DWG. FZ CHECKED' y' SULFUR TREATMENT SYSTEM Apc{L�, P&m•114r9., (9&dnvccc1, 3 9/19/96 OWNER REV. FZ APPROVED PARKING LOT LIGHTING AND .POWER �a G"Id ° #6F 16om Dante 2 8/26/96 CITY CORRECTION CB j 6059 BRISTOL PAMHIIAY, SECOND FLOOR, CULVER crrx , 7/25/96 REVISED APPROVED SINGLE LINE DIAGRAM- . CALIFORNIA. 90230 TEL 310-348-5101 FAX 310-348-5102 CB REV, DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ,ENGINEERING; INC. DRAWING NO, -.REV LAST UPDATE 12:25pm - 06/09/1997 HOE CAD FILE: 9603SE13 • REVISIONS NONE CERRITOS, CALIFORNIA 196035-E--13 A r I r J L -'-- �- �-- 3,/4' MIN. WRAPPED RIGID STEEL, L -— a 1 A OWNER TO DETERMINE EXACT SHUT-OFF TIME (IF ANY), L(2) SQUARE D CLASS 890#LG-60 WIRING SHALL PROVIDE MAXIMUM FLEXIBILITY IN LIGHTING CONTRACTORS MOUNT SELECTING AND CHANGING LOADS TO BE SHUT OFF IN "LCC" ENCLOSURE (MOUNT ° REBAR: ASTM A60 KSI 4 7 V.C. BY THE TIME CLOCK CONTRACTOR. ABV. PNL "HP°) A'' REINF. WITH #3 TIES AT 12' O.C. 3'0' FOOTING ° ° a• CONCRETE: 5 SACK MIN. 28 DAY a'-0• DEEEPP MINIMUM STRENGTH = 2,500 PSI MIN. LIGHTING CONTROL DIAGRAM ® ---- - 13 1/2" BOLT CIRCLE NOT TO SCALE CHAMFEREDiCORNERS PARKING LOT LIGHTING STANDARD DETAIL.; SCALE: 3/4' = 1'—O' SECTION "AA" NOT TO SCALE CITYOFNEWPORTBEACH ApPa30VAl tN CONCEPT NO. . ThigPrajeGt cantorms to all applicable planning regulations this date I _ and polrcles In effect on These plans are not to Do mmu building permfl will be issued until approval is received from 12 the Calif 'Coastal Commis // PLAN ME PARTNT IDl I BY Date; a- 1", C-3 46CU, THWN, 5' .: 1/2" C-1 #6CU TO GROUND . ® , 2" C-4, #1 OCU, THAN, 5' PANEL 'HP' �I 225 AMPS ® 480/277V' 3 PHASE IOOA W0. M 4 WIRE j 3" C TO EXISTING SCE L—_ ® TRANSFORMER. VERIFY 30KVA PANEL 'LP' EXACT LOCATION AND 480-120/208V, 100 AMPS COORDINATE STUB -UP 3 PHASE, 200AS LOCATION AND ALL 4 WIRE 120/208V REQUIREMENTS WITH 3 PHASE SCE PRIOR TO BID. 200AF 4 WIRE ' 'LPN' ® 2" C-(4) 3/0 CU, THWN 1/2' C-1 #2 CU 10% 3/4' DIAMETER GROUND ROD.- INSTALL IN NEAREST PLANTER AREA. NOTE: SERVICE ENTRANCE EQUIPMENT, PANELS AND TRANSFORMERS SHOWN ON SINGLE LINE DIAGRAM SHALL BE NEMA 3R AND SHALL BE TREATED WITH CORROSIVE RESISTANT PAINT. EXPOSED CONDUIT SHALL BE PVC COATED RIGID GALVANIZED STEEL MAIN SERVICE EQUIPMENT SHALL BE RATED FOR , MINIMUM OF 22,000 AIC. PANEL 'HP" PANEL "LP' O I O I �> I 1 I I I rn I _'LCC"— TRANSFORMER 10 O i O _6" DOA i L -1 I I• -III III I I 1 1 —1 I I—III—� n SPECIFIC NOTES: Ot UTILITY CABLE TERMINATION SECTION. 200A, 3 PHASE, 4 WIRE, 480/277V, NEMA, 3R. SECTION IS WIN X 91.5'H X 35.5D. SQUARE 0 GAT #CMUGPS04 ft. O METER/MAIN SECTION. 206A, 3 PHASE, 4 WIRE 480/277V, NEMA 3R. SECTION IS 24`W X 91.5'4 X 35,5 D. SQUARE D CAT JCMTS304ER', O PANEL/TRANSFORMER SECTION, NEAA 3R, SECTION IS 30"W X 91.5°H. X 35.5-D. SQUARE D CAT #CMLSR' O PANEL/CONTROL SECTION, NEMA 3R, SECTION IS 24"W X 91.5H X 35.51D. SQUARE D CAT #CMLSR. O METER SOCKET, 200A, 7 CLIP SQUARE D CAT JCMS732E. 1 O FUSIBLE MAIN, 200A, 480/27N .3 PHASE," SQUARE D CAT jCMFP43200,' O PANEL 'HP" 200A, 480/277,V 3 -PHASE, 0, SQUARE, D, NEHB. < PANEL."LH' 125A, 208/120V 3 PHASE, AW, SQUARE D NQOD. k + t O TRANSFORMER, 3OKVA, 486V-208/120V 3 PHASE, 4W. 10 CONTROL PANEL 'LCC', SQUARE D CAT J3073H. 11 CONCRETE BASE WALL EXTENDS 6' BEYOND THE ELECTRICAL EQUIPMENT. 12 SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL OF .THE FOLLOWING EQUIPMENT AND DEVICES. a. COMPLETE SWITCHBOARD LINE-UP INCLUDING' CONDUri STUB -UPS LOCATIONS AND CONCRETE PADS. b. LIGHT FIXTURES c. STEEL POLE 11 d. LIGHTING_ CONTROL DEVICES., s;C101 S SINGLE LINE DIAGRAM FINISH GRADE 1 Exp. 6/30/97 PANEL SCHEDULE NOTES: NOT TO SCALE �� �4 1. NEW CIRCUIT BREAKER FOR EXISTING LOAD. VERIFY EXISTING eS'�/�•r, �ECTtiC LOAD AND EXTTEND CIRCUITS AS REQUIRED. ELECTRICAL EQUIPMENT ELEVATION J OFChL� 2. PROVIDE SWITCH RATED CIRCUIT BREAKERS FOR ALL PARKING 1 97 LIGHT CIRCUITS. 1 1 JOB NO. 96935' DRAWN HOAG MEMORIAL 'HOSPITAL PRESBYTERIAN DA Z TT TI O T TT ('� u 6 6/9/97 RE —ISSUED FOR PLAN CHECK MR ,. DAB r NEWPORT BEACH CALIFORNIA tiV11J VICH 6997 & ASSOCIATES 5 1/24/97 RECORD DWG. FZ CHECKED' y' SULFUR TREATMENT SYSTEM Apc{L�, P&m•114r9., (9&dnvccc1, 3 9/19/96 OWNER REV. FZ APPROVED PARKING LOT LIGHTING AND .POWER �a G"Id ° #6F 16om Dante 2 8/26/96 CITY CORRECTION CB j 6059 BRISTOL PAMHIIAY, SECOND FLOOR, CULVER crrx , 7/25/96 REVISED APPROVED SINGLE LINE DIAGRAM- . CALIFORNIA. 90230 TEL 310-348-5101 FAX 310-348-5102 CB REV, DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ,ENGINEERING; INC. DRAWING NO, -.REV LAST UPDATE 12:25pm - 06/09/1997 HOE CAD FILE: 9603SE13 • REVISIONS NONE CERRITOS, CALIFORNIA 196035-E--13 A r I r PANEL 'HP" PANEL "LP' O I O I �> I 1 I I I rn I _'LCC"— TRANSFORMER 10 O i O _6" DOA i L -1 I I• -III III I I 1 1 —1 I I—III—� n SPECIFIC NOTES: Ot UTILITY CABLE TERMINATION SECTION. 200A, 3 PHASE, 4 WIRE, 480/277V, NEMA, 3R. SECTION IS WIN X 91.5'H X 35.5D. SQUARE 0 GAT #CMUGPS04 ft. O METER/MAIN SECTION. 206A, 3 PHASE, 4 WIRE 480/277V, NEMA 3R. SECTION IS 24`W X 91.5'4 X 35,5 D. SQUARE D CAT JCMTS304ER', O PANEL/TRANSFORMER SECTION, NEAA 3R, SECTION IS 30"W X 91.5°H. X 35.5-D. SQUARE D CAT #CMLSR' O PANEL/CONTROL SECTION, NEMA 3R, SECTION IS 24"W X 91.5H X 35.51D. SQUARE D CAT #CMLSR. O METER SOCKET, 200A, 7 CLIP SQUARE D CAT JCMS732E. 1 O FUSIBLE MAIN, 200A, 480/27N .3 PHASE," SQUARE D CAT jCMFP43200,' O PANEL 'HP" 200A, 480/277,V 3 -PHASE, 0, SQUARE, D, NEHB. < PANEL."LH' 125A, 208/120V 3 PHASE, AW, SQUARE D NQOD. k + t O TRANSFORMER, 3OKVA, 486V-208/120V 3 PHASE, 4W. 10 CONTROL PANEL 'LCC', SQUARE D CAT J3073H. 11 CONCRETE BASE WALL EXTENDS 6' BEYOND THE ELECTRICAL EQUIPMENT. 12 SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL OF .THE FOLLOWING EQUIPMENT AND DEVICES. a. COMPLETE SWITCHBOARD LINE-UP INCLUDING' CONDUri STUB -UPS LOCATIONS AND CONCRETE PADS. b. LIGHT FIXTURES c. STEEL POLE 11 d. LIGHTING_ CONTROL DEVICES., s;C101 S SINGLE LINE DIAGRAM FINISH GRADE 1 Exp. 6/30/97 PANEL SCHEDULE NOTES: NOT TO SCALE �� �4 1. NEW CIRCUIT BREAKER FOR EXISTING LOAD. VERIFY EXISTING eS'�/�•r, �ECTtiC LOAD AND EXTTEND CIRCUITS AS REQUIRED. ELECTRICAL EQUIPMENT ELEVATION J OFChL� 2. PROVIDE SWITCH RATED CIRCUIT BREAKERS FOR ALL PARKING 1 97 LIGHT CIRCUITS. 1 1 JOB NO. 96935' DRAWN HOAG MEMORIAL 'HOSPITAL PRESBYTERIAN DA Z TT TI O T TT ('� u 6 6/9/97 RE —ISSUED FOR PLAN CHECK MR ,. DAB r NEWPORT BEACH CALIFORNIA tiV11J VICH 6997 & ASSOCIATES 5 1/24/97 RECORD DWG. FZ CHECKED' y' SULFUR TREATMENT SYSTEM Apc{L�, P&m•114r9., (9&dnvccc1, 3 9/19/96 OWNER REV. FZ APPROVED PARKING LOT LIGHTING AND .POWER �a G"Id ° #6F 16om Dante 2 8/26/96 CITY CORRECTION CB j 6059 BRISTOL PAMHIIAY, SECOND FLOOR, CULVER crrx , 7/25/96 REVISED APPROVED SINGLE LINE DIAGRAM- . CALIFORNIA. 90230 TEL 310-348-5101 FAX 310-348-5102 CB REV, DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ,ENGINEERING; INC. DRAWING NO, -.REV LAST UPDATE 12:25pm - 06/09/1997 HOE CAD FILE: 9603SE13 • REVISIONS NONE CERRITOS, CALIFORNIA 196035-E--13 A r I r SPECIFIC NOTES: Ot UTILITY CABLE TERMINATION SECTION. 200A, 3 PHASE, 4 WIRE, 480/277V, NEMA, 3R. SECTION IS WIN X 91.5'H X 35.5D. SQUARE 0 GAT #CMUGPS04 ft. O METER/MAIN SECTION. 206A, 3 PHASE, 4 WIRE 480/277V, NEMA 3R. SECTION IS 24`W X 91.5'4 X 35,5 D. SQUARE D CAT JCMTS304ER', O PANEL/TRANSFORMER SECTION, NEAA 3R, SECTION IS 30"W X 91.5°H. X 35.5-D. SQUARE D CAT #CMLSR' O PANEL/CONTROL SECTION, NEMA 3R, SECTION IS 24"W X 91.5H X 35.51D. SQUARE D CAT #CMLSR. O METER SOCKET, 200A, 7 CLIP SQUARE D CAT JCMS732E. 1 O FUSIBLE MAIN, 200A, 480/27N .3 PHASE," SQUARE D CAT jCMFP43200,' O PANEL 'HP" 200A, 480/277,V 3 -PHASE, 0, SQUARE, D, NEHB. < PANEL."LH' 125A, 208/120V 3 PHASE, AW, SQUARE D NQOD. k + t O TRANSFORMER, 3OKVA, 486V-208/120V 3 PHASE, 4W. 10 CONTROL PANEL 'LCC', SQUARE D CAT J3073H. 11 CONCRETE BASE WALL EXTENDS 6' BEYOND THE ELECTRICAL EQUIPMENT. 12 SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL OF .THE FOLLOWING EQUIPMENT AND DEVICES. a. COMPLETE SWITCHBOARD LINE-UP INCLUDING' CONDUri STUB -UPS LOCATIONS AND CONCRETE PADS. b. LIGHT FIXTURES c. STEEL POLE 11 d. LIGHTING_ CONTROL DEVICES., s;C101 S SINGLE LINE DIAGRAM FINISH GRADE 1 Exp. 6/30/97 PANEL SCHEDULE NOTES: NOT TO SCALE �� �4 1. NEW CIRCUIT BREAKER FOR EXISTING LOAD. VERIFY EXISTING eS'�/�•r, �ECTtiC LOAD AND EXTTEND CIRCUITS AS REQUIRED. ELECTRICAL EQUIPMENT ELEVATION J OFChL� 2. PROVIDE SWITCH RATED CIRCUIT BREAKERS FOR ALL PARKING 1 97 LIGHT CIRCUITS. 1 1 JOB NO. 96935' DRAWN HOAG MEMORIAL 'HOSPITAL PRESBYTERIAN DA Z TT TI O T TT ('� u 6 6/9/97 RE —ISSUED FOR PLAN CHECK MR ,. DAB r NEWPORT BEACH CALIFORNIA tiV11J VICH 6997 & ASSOCIATES 5 1/24/97 RECORD DWG. FZ CHECKED' y' SULFUR TREATMENT SYSTEM Apc{L�, P&m•114r9., (9&dnvccc1, 3 9/19/96 OWNER REV. FZ APPROVED PARKING LOT LIGHTING AND .POWER �a G"Id ° #6F 16om Dante 2 8/26/96 CITY CORRECTION CB j 6059 BRISTOL PAMHIIAY, SECOND FLOOR, CULVER crrx , 7/25/96 REVISED APPROVED SINGLE LINE DIAGRAM- . CALIFORNIA. 90230 TEL 310-348-5101 FAX 310-348-5102 CB REV, DATE DESCRIPTION BY CHK APP SCALE HOBBS—BANNERMAN ,ENGINEERING; INC. DRAWING NO, -.REV LAST UPDATE 12:25pm - 06/09/1997 HOE CAD FILE: 9603SE13 • REVISIONS NONE CERRITOS, CALIFORNIA 196035-E--13 A r I r APPLICATION FOR "APPROVAL IN CONCEPT" NO.�T F,Gh CITY OF NEWPORT BEACH FEE: APPROVAL IN CONCEPT BY THE CITY OFNEWPORT BEACH - As required for permit application to the California Coastal Commissid pursuant to California Administrative Code, Section 13210 and 13211. Property Address: lI i t J t i General Description of Proposed !!tc Applicant's Mailing Applicant's Telephone Numbeg!IJ DO NOT COMPLETE APPLICATION BELOW THIS LINE The I have reviewed the plans for the foregoing development mchuding: 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application; and find They comply with the current adopted City of Newport Beach General Plan, Zoning Ordinance, Subdivision Ordinance, and applicable ,,,,G(- ;• hat a has been approved"and is VA # $, A copy of any variA�M site plan review, resubdivision, use permit, or other issued permit is anachpd together with all conditions of approval and all approved plans including approved tmtativg traei maps. On the basis of this fording, these plans are approved in concept, and said approval has been writrem upon site plans, signed and dated si Should this City adopt an ordinance deleting, amending, or adding to the Zoning Ordinance or other regulations in any manner that would affect the use of the property or the design of a project located thereon, this approval in concept shall become null and void as of the pffecavedate of this said ordinance. r In accordance with the California Environmental Quality Act of 1970, and state sad local Vaideltties adopted thereunder, this development: • Has received a final Exemption Declaration or final Negative Declaration (copy ). • Has been determined to be ministerial or categorically exempt. !• Has received a final Environmental Impact Report (copy Attached). bl o d es.- N Os' El A f�/9�• �t4'"" . i t 'll Sc All discretionary approval legally required of this City prior to issuanoe of a b ' permit Brava �; O t) 1 given and are final. The development is not subject to rejection id principal, by this City tmlax, a substantial change in it is proposed. This concept approval in no way excuses the applicant from complying with all applicable policiel}, ordinances, codes, and regulations of this City. Date: / )/> r'� PLANNING DEPARTMENT Attachments: PATRI n J LE, Directact By V p NOTE: No building permit will be issued until approval is received from C.C.C. i ID I t MAR 0 2 2005 F:TDoi Y��g- CITY > OFNFWPORTBEACM: 1 a x3 65.8 • o X . X 0y • �A 554. p o „ 39 .80 PR PE Ty LI 65 co�c. I 73.9 -VIEW PA �. �� �� • (�7 X2 4. },-.\ 72J.C8 ♦r � - ���Qii'G""ir Drys r WEI 0 .�-�` 111 - fe IL - -. .0 1 y . VAN a WNW ..�-_:IWA-_r` ��r--. •.. _ ------ - - _ - - - _ m v e-19vr���e�a.'��saoe-ewe e e ei' — _ �.-- i ��_- -� �� —�I _--._,_-�—_. '' _ __ - - - � �•-rcr"�-f.��':?':I����:�������1��---•..���,f��e•y/,1y.0��.,A;.9c.S..�+1.:.0..��-�_.a_� ��.••AGao_t•� !�����rli,�-2.-.- w �—;�"�� __�_.ya. -' � �f � � 4�0�! ra i�i A Z! .LT 1!-Q «1'+3L. m m �e�f��������1u�1�1►..��4..i...�_� �� �� Ii� 3� • • • y..--� �r� ,-�'=y..�i1�'��UQD 'i �'�-_,�..�,i�. .��r'—'; .:,-c.-e ��—•tee a em 1 w i ��JOIN I - - -•' ' K T. "'- \, ` - 7�5`. lu L SE 'vOGn I - PROD s — � _-8.4` �` may, ___' .-..,�_` �� - C /'/ , . 5 RP OPE I L_ 1 —_ PAS-_C COA TS HIGHWAY 9T ,. s — — — -, 0. X 10.3 t t t E 4 E 4t Ei4 E 4 E 4 E 4t 051 L1L�" • �i ate•``._ S:"+�o�'`— .. � , � 1 %� _ y r �' ►- ` \ram., �• • • 1J L JIB- � �� •' � r(jlf 7� ` .�d!• '�r "�IiD1 ern V ar • tl OMAN* �@Y1�11 MMIMM• • NOW k ������.��Vl!r-• � p v. l�IN "•" G: 11- _Ns Project conforms to all applicable planning regulations and policies in effect on this date. These plans are not to be used for construction purposes. No . building permit will be issued until approval is received from Californiathe •. M;PLANEPARTMENT/ • :• ••• 1471;n)(60*40 IN I zow DI DV I: : . •: TRC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 FILE DRAWN REVIEWED REVISIONS U rr C) 1 LLJ 0 Z CD O PROJECT / ''..... SCALE: 1 •-60• DATE MARCH 4TH. 2005 HOAG HOSPITAL - LOWER CAMPUS ONE HOAG DRIVE NEWPORT BEACH, CA 92658 SHEET Cmi P& vz17 D 6.35� iV AVO S8- 8j• 77L ii 4 1 G! x 65.8 ° o k o X 6•i o A 554- p 7 Qp ° 65 coNc. -� 60 \\� 6S 65.5 �0( � � _ 55-" u X 6 \ o e - 49. 65 roh / _ 1c - 53.4 73.1 40 7 • M ,.+ - - -� • cOHC 5 X o h • ,Q, $ 49.1 ° X tout. J+r2 . •9-. _ 64.5 • 6 • • 6� 6 t�72.2 4. 72.8 X 62.5 • 63.5 C. X 60 I4,42 l3l 0 , _ 0 -- 4 I 3 40.3 ASPH. I i 4 . _ 60 - - _�� _ e- `273' 39.4 t pARK G TO 40.6 REMAIN ?T.T--' X _ >C- _ _ "S EXIST. SLOPE-7n-REMAIN •f: EXIS - - - - 74' r - - - 40EMAIN - .4."-4 !��t:',l r;f rr�; '�"„ •v r. ;,'. �;�a r :, ..� ,. -''•. i �..-. '„r fj, x,i.w I ., Vt,. _ h ,a d d G t ,E � m �� !(, , ,.,'„ 1.. .4 ,v ,t „ ,, » s 0 d >, (r:X.. VED, } r _-- 18.1 ,,,� K a , "d„ *,� �-Y w etik k{�� N . ai r I✓ v"w` "�' �� r .a�,01 vy r F51, ✓ " G r`" �m �y,i�," ,;tyt'i�du r� aY�rr' Tj0 � 25 ��`, ( � � ( i � v .' , � a ✓+ ! �r r a mr �, rN+, '� �' �y) atke,; USH �- / - � � "� x ` / ASPH20 . o 1 5 PA EXIST7` 4 FG s x �sr, sunny �r a /r J INOa®%$238. 2 17.5 k BE REMO 4 J F / \� �AT' _ +� ` 4870247 X 'JOIN x e xrt,r .S ' r w ,, 20.9� R� 15-�."� I yX X �� X`dL; I ST. _ 144 . I 18.6 7.5 �•,�•--.� X � `^ ){4. X 1AVINO] X - - r-: J � � _;,, �„ �10 r 7 r , a `i4.s __ y _ g. ' ,r vrl aes ASPH. - REMAI m N 14.8 17 � � ��„�m 15.7 r_8,4' '-8-5-, -----�._ __-�'�--_-, v "`-- � �� '� U �' � � PANNG 15 ^,.��� � � / ' �/ X • L --,.aX (` 2ts 18.7 .o E W 19.5 ' 9 66 _' X PACIFIC C0AST HIGH Wpy 70 i 15� DR i pARKiNCg �j- %RUCiURe 9.6 10. 9X 9.5 ��...,e,:. i X X X 19.4 _103 �f X X 20. ( DEDICATION TO CITY OF NEWPORT BEACH (CONSTRUCTION RIGHTS RESERVED) �'�--5 -� ; _ X EXISTING GROUND 2 = +1-2 - - _� --_ PROTECTIVE CABLE FENCE --,,, �- - 42" TYP. -t- -' CITY OF NEWPORT BEACH O R ETAI N I N GWALL ;'" t t t t t APPROVAL IN CONCEPT 140. S E 48200 8 E 48600 E 48800 E 49000 E 49200 E 49400 E 49600 This projact conforms to all applicable planning regulas,9soo H=250 4-4 \\\ f fi4nf-EXISTING UTILITY BANK and policies in effect on this date. �� • PROTECT IN PLACE These plans are not to be used for construction purposes. No building permit will be issued until approval is received from the/j P �RT ENT CaliforniaaliforniaEPastal Commission. i Date:ghj MAS GRADED PAD BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, `; f/ j�j 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 ))A- i 6D D 3D 6oinch = BO 120 24o EASTERLY FROM BALBOA BOULEVARD (OR SEC AA SUPERIOR AVENUE) ON THE SOUTHB WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP GRAPHIC SCALE (1N FEET) BEING 4.2 FEET BACK OF THE CURB FACE, SET WITH EPDXY. ADJUSTED 1986, ELEVATION= 6.551 TRC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 FILE DRAWN REVIEWED REVISIONS W z O O 1 Q W O C O v = z o. CD PROJECT jr SCALE: 1'=60' DATE: MARCH 4TH, 2005 HOAG HOSPITAL - LOWER CAMPUS ONE HOAG DRIVE NEWPORT BEACH, CA 92658 SHEET Cm2 v AM • �� '='. " i..t, R' •+J' 1.Im .-._t :Ai _.`. S - .. � ,/s� �• ' I' .� �f C _WIC • i _ -' 1 1 • • • / ��. —�•--�-s"+.-�'�. - C_'.�.__.. [•, r r"r. rn .v 2,. 7 • A • 63 9 • O •®•..G9_!.. �•�0.•1 �'J ' 11 � j • ►. _ -_ __ _ - _ r r �-r.---.-•�••••e�,h>��,aa.-.4r:dr..+lr..o..A_•_._.a_a mo.+ • C �-�_o' t 1� w i r, • � ♦ f � .�-=���! "�•, l0 �y_��-- . r r r fr • cr'• �•:=!. ��"rv'•fr�.����•�•�.� 7 ... "�-• • • :i9�Dv.•"�.'. • � -.•,.� �: ._�..r— � 1� . • '/ ��, � ® _—. ..A • n. _� r _ - r r-r�-�-• • • • • • • 1) 1 ..--r_4y1_.!_� . .� ��"' i� 3 � •' • • �/ �..• 1�>'i`'N'-m . a,a_ - - •i / !% 1 � ,. � •� ���� \• '�^ j � ���'G-i�A L51 Da�r,R3s:1n?3�� •�B�b�e mAm•m••_�_�_�_m u r --- — ,I .//�I �t �r '3 r T C` ... - � J�� - ,.� aiitl•��� _'�'—ii.Liis• • y .�{' r* +•� •. �� �t•�%,y% / ,r—��s•� ® �. � " 0 n 1mOr�: � �_ ��� '��.�_� �� • '` ,.�:: "�� , .f��� ��w � ' ^1�I� �f� + � • ' �� J ,t_ -.�J� `'i� • - 'tral��<� � 1ij • - a . a � .--.m�� � li_��� � '� " • , ' J � ;. J • r��•---ate a r � � � � � � , f•► �� � � c/�� ��m- -�'m - ► !* � �� orWMWA • lip � � 1 ��.,�A �•-.. �,� , �-� �• �., �'.���.:� � ��...r IF Lv Few. sit �.,�;� ���' ►r I �;� •�1► oI All• �,�` .� 1'�il a^•s••--�{Sn^-' "�..._ � . J �r� mom 1 fu • l ••-,�J�1 �ti j 1U • i�� 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 I inch = 60 rt. EASTERLY FROM BALBOA BOULEVARD (OR ao so 120 240 SUPERIOR AVENUE) ON THE SOUTH— WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP GRAPHIC SCALE (IN FEET) BEING 4.2 FEET BACK OF THE CURB FACE, SET WITH EPDXY. ADJUSTED 1986, ELEVATION= 6.551 TRIC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 FILE DRAWN REVIEWED REVISIONS w r)-- Lu rr U Z rr O W CU O tttttttttttt� rr ttttttttttttttt� V Q z I- o Fmcn U O � rr Lu CD Q z o- Z PROJECT / SCALE: 1 "-60' DATE: MARCH 4TH, 2005 HOAG HOSPITAL - LOWER CAMPUS ONE HOAG DRIVE NEWPORT BEACH, CA 92658 SHEET Cm3 u Ig i 4 MAN `IWO�.__ E I417 ' I Ip • 61.5 ® X 17.5 X ■ An 62.5 X \ o G 65.5 X —65 — -a_ — 64.5 . • • 65.6 X ss�. X e c 7.5 X `- .,, I�(1 ,(7 ' -----_ EXIS pA 15.4 I''� ,j RppyDiq 1 iS 1 X VV 8X5�_ COASTST H0 r — — — 10.51 X SANDBAG CHECKDAMI N.T.S. CONSTRUCTION NOTES: 40 INSTALL SINGLE ROW-1 BAG HIGH SAND BAGS t41 INSTALL CHECKDAM PER DETAILtEON E 4 + E 48600 E 48800 SECTION A —A N.T.S. Q _ 3" MIN. OPENING BETWEEN BAGS TOP ROW FOR HEIGHT, SEE TABLE A ABOVE Q E-J TYPICAL SANDBAG DETAIL N.T.S. 9.7 9.5 X X 9.8 X +1-2 ' ✓M1111111W _ ,ILA' � �,�� - �I�✓' � _ -�.�_ f f � .� O-w'd r^f•vf'v��i�C`G`�"O�`C ��e�• 0-�,- --�'�� ' .• . a � i ,i- � � �� •oacw• ••e•-•�� w w y .` ' a—O..•r,'�Cr77'!!'Qm� _M y :i'Yr��•--'�- r'W" '�•' �'� �_ �i� %`�.���, ���� � yea �, ,,, 0 .,_�. , � 'r '11i ,1,r � III►//ice n �>a`� ' �' ■ r+. ,�, 1 � ate, ��p�;. � � 1� m m 'r'�` 1� WAS r:3r1 t t t E 49000 E 49200 E 49400 SRI Zs PARKING SraUC� ' �. ea ''jI'� 19.6 J 0 CARS � - I ! 1. X 10 E 1 E Q -� fiN� r; --�— �s•�:.- I X X X .•�X "��8.5-_-.- 8.4 g� •o ° a. AT-2 7X _^ 499 er CITY F NE.INOAT ®EACH A L IN CONCEPT NO. ��— ��� $•1 This roject conforms to all applicable planning regulations X E 49600 P44 plWes in effect on this date. E 50000 These plans are not to be used for construction purposes. No building permit will be issued until approval is received from the California Coastal Commission. I G DEPARTIA NIT -, Date: 3 7 BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. B.M. NB 2=7=77 ALUMINUM CAP 3 3/4 so o GRAPHIC SCALE azo INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD (OR SUPERIOR AVENUE) ON THE SOUTH— WEST ( IN FEET) CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP 1 finch = 60 ft. BEING 4.2 FEET BACK OF THE CURB FACE, SET WITH EPDXY. ADJUSTED 1986, ELEVATION= 6.551 TRC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 FILE DRAWN REVIEWED REVISIONS V n r �z Q 'Q U J r Uj O O J � z O Q U I- z rywo O Q Z Co UJ O PROJECT SCALE 1 t60, DATE: MARCH 4TH, 2005 HOAG HOSPITAL - LOWER CAMPUS ONE HOAG DRIVE NEWPORT BEACH, CA 92658 SHEET Cm4 13 REFER TO CO-GEN PLANS FOR LANDSCAPING IN THIS AREA. / `- —VIEW PARK L/VV 1 IIYV VV-V LIY V11 L TO BE RETAINED. NEW TREES TO BE ADDED ALONG SOUTH EDGE OF INTERIOR ROADWAY. CONCEPTUAL PLANT MATERIAL LIST BOTANICAL NAME COMMON NAME SIZE EVERGREEN CANOPY SHADE TREE _ _ _ SHRUB, FLOWERING ACCENT 24 Cinnamomum Camphor Camphor Tree 36" Box - - Bougainvillea Species Bougainvillea 5 GAL Ficus Rubi inosa'EI Toro' Rus leaf Fi 60" Box % = - _ % _ %- g iy g - , ,-, Hemerocallis Species Evergreen Daylily 5 GAL Arbutus Unedo Strawberry Tree 30" Box - ` - ` - ` - ` - Lavendula Species Lavender 5 GAL Oleo Europaea Fruitless Olive 48" Box Dietes Bicolor Fortnight Lily 5 GAL Metrosideros Excelsus New Zealand Christmas 36" Box Dietes Vegeta Fortnight Lily 5 GAL CAMPUS ROADWAY TREE Sedum Spectale Red Sedum 5 GAL Phoenix Dactalifera Date Palm 15-25' BTH Salvia Leucantha Mexican Sage 1 GAL Washingtonia Filifera California Fan Palm 20' BTH SHRUB, FLOWERING ACCENT 3-6' Washingtonia Robusta Mexican Fan Palm 15 BTH Echium Fastuosum Pride of Maderia 5 GAL Magnolia Grandiflora'Samuel Sommer Magnolia 48 Box Rosmarinus Officinalis'Tuscan Blue' Tuscan Rosemary 5 GAL Tabebuia Avellanedea Pink Trumpet Tree 36" Box Pennisetum Setaceum'Cuprem' Purple Fountain Grass 5 GAL Tipuana tipu Tipuana 36 Box Lorapetalum Chinense'Sizzling Pink'Razzleberry 5 GAL Arecastrum Romanzof ianum Queen Palm 15-20' BTH Miscanthus Maiden Grass 5 GAL BACKGROUND/ SLOPE SCREEN TREE Rosa Species Shrub and GC Roses 5 GAL Melaleuca Leucadendra Cajeput Tree 24" Box GROUNDCOVERS Podocarpus Fren Pine 36" Box Trachelospermum Jasminoides Star Jasmine 5 GAL Schinus Molle California Pine 36" Box Gazania Species Gazania 5 GAL Tristania Conferta Tristania 30" Box Lonicera Honeysuckle 5 GAL Melaluca Puinp Fren Pine - Rosmarinus Officinalis'Lockwood De Forest Rosemary 5 GAL SHRUB, HEDGES: Lantana Montevidensis Purple Lantana 5 GAL Lantana 'Spreading Sunshine' Yellow Lantana 5 GAL Escallonia'Fradesi' Pink Escallonia 5 GAL Lantana Montevidensis Purple Lantana 5 GAL Feijoa Sellowiana Pinapple Guava 5 GAL Lantana 'Spreading Sunshine' Yellow Lantana 5 GAL Ligustrum Japonicum Glossy Privet 5 GAL Pelargonium Peltatum Ivy Geranium 1 GAL Prunus Caroliniana 'Bright& Tight' Carolina Cherry 15 GAL Drosanthemum Hispidum Ice Plant 1 GAL Camellia Sasanqua Varieties Camellia Species 5 GAL Lamtranthus spectablilis Trailing Ice Plant 1 GAL DEDICATION TO CITY OF NEWPORT BEACH (CONSTRUCTION RIGHTS RESERVED) - `""J r HIGHWAY - - - _----_ ---_- rPROJECT LIMITS �/ t ` Ns \ PARKING STRUCTURE LINE — — _- (EX1ST11qG) FLOWERING VINES Bougainvellia Species Bougainvillea 15 GAL Calliandra Inaequilatera Pink Powder Puff 15 GAL Clytostoma Callistegioides Violet Trumpet Vine 15 GAL Distictis Buccinatoria Blood -Red Trumpet Vine 15 GAL Grewia Occidentalis Lavender Star Flowers 15 GAL SHRUB, FOLIAGE ACCENT Agave Atten Agave 5 GAL Aspidistra Elatior Cast Iron Plant 5 GAL Abutilon Species Flowering Maple 5 GAL Lidope'Gigantea' Giant Lilyturf 5 GAL Philodendrum Species Philodendrum 5 GAL Phormium Species New Zealand Flax 5 GAL Streilitiza Reginae Bird of Paradise 15 GAL SODDEDLAWN Sodded Dwarf Fescue HYDROSEED MIX " `• • _ Artemisia Pycnocephala Coast Sage Brush • ' ` • ' Atriplex Semibaccata Creeping Salt Bush '. • Baccharis Pilularis Ssp. Consanguinea Coyote Brush Cistus Villosus Rock Rose Encelia Califomica California Encelia Eschscholzia Califomica California Poppy Gazania Splendens Gazania Lobularia Maritima Sweet Alyssum Lupinus Succulentus Arroyo Lupine CITY OF NEMIORT f ACH O ri Ir_ 240 r APPROVAL IN CONCEPT140. ibis project conforms to all applicable planning regulations and policies in effect on this date. These plans are not to be used for construction purposes. No building permit will be issued until approval is received from the California Coastal Commission. NORTH 30 60 0 10 20 llilll I SCALE 1" = 60.00' TRC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 FILE DRAWN_-,� REVIEWED REVISIONS Rabben Herman design office Landscape Architects 833 Dover, Suite 9 Newport Beach, CA 92663 (949)548-3459 (fax) 548-5743 design@rhdo.com Cn � z Q J U � ccw w Q R�: U O c/) J Q �z Q J F- J r) Q O r) = w C'3 U Q z 00 = U PROJECT SCALE: 1 "=60' _ DATE: MARCH 4TH, 2005 HOAG HOSPITAL - LOWER CAMPUS ONE HOAG DRIVE NEWPORT BEACH, CA 92658 SHEET L-1 h 1 Hoag Memorial Presbyterian Hospital Lower Campus Development Existing Trees to be Removed Conducted February 17, 2005 # Botanical Name Common Name Caliper # Botanical Name Common Name Caliper # Botanical Name Common Name Caliper 1. Tipuana Tipu Ttpu Tree 6" 43. Melaleuca Quinquenervia Cajeput Tree Mixed Sizes 87. Melaleuca Quinquenervia Cajeput Tree 10-12" 2. Tipuana Tipu Tipu Tree 6" 44. Melaleuca Quinquenervia Cajeput Tree and approx. 88. Melaleuca Quinquenervia Cajeput Tree 10-12" 3. Syagrus Romanzoffianum Queen Palm 20' BT 45. Melaleuca Quinquenervia Cajeput Tree 50% multi 89. Melaleuca Quinquenervia Cajeput Tree 10-12" 4. Syagrus Romanzoffianum Queen Palm 20' BT 46. Melaleuca Quinquenervia Cajeput Tree 6-24" : 90. Melaleuca Quinquenervia Cajeput Tree 10-12" 5. Tipuana Tipu Tipu Tree 6-8" 47. Melaleuca Quinquenervia Cajeput Tree 91. Melaleuca Quinquenervia Cajeput Tree 10-12" 6. Tipuana Tipu Tipu Tree 6-8" 48. Melaleuca Quinquenervia Cajeput Tree 92. Melaleuca Quinquenervia Cajeput Tree 10-12" 7. Tipuana Tipu Tipu Tree 6'8" 49. Melaleuca Quinquenervia Cajeput Tree 93. Syagrus Romanzoffianum Queen Palm 20' BT 8. Melaleuca Quinquenervia Cajeput Tree 16" multi 50. Melaleuca Quinquenervia Cajeput Tree 94. Syagrus Romanzoffianum Queen Palm 20' BT 9. Melaleuca Quinquenervia Cajeput Tree 24" multi 51. Melaleuca Quinquenervia Cajeput Tree 95. Melaleuca Quinquenervia Cajeput Tree 10-12" 10. Cinnamomum Camphora Camphor Tree 8" 52. Melaleuca Quinquenervia Cajeput Tree 96. Melaleuca Quinquenervia Cajeput Tree 10-12" 11. Cinnamomum Camphora Camphor Tree 12" 53. Melaleuca Quinquenervia Cajeput Tree 97. Melaleuca Quinquenervia Cajeput Tree 10-12" 12. Cinnamomum Camphora Camphor Tree 12" 54. Melaleuca Quinquenervia Cajeput Tree 98. Melaleuca Quinquenervia Cajeput Tree 10-12" 13. Cinnamomum Camphora Camphor Tree 8_10" 55. Melaleuca Quinquenervia Cajeput Tree 99. Melaleuca Quinquenervia Cajeput Tree 10-12" 14. Cinnamomum Camphora Camphor Tree 8" 56. Melaleuca Quinquenervia Cajeput Tree 100. Melaleuca Quinquenervia Cajeput Tree 10-12" 15. Cinnamomum Camphora Camphor Tree 8" 57. Melaleuca Quinquenervia Cajeput Tree 101. Melaleuca Quinquenervia Cajeput Tree 10-12" 16. Ficus Nitida Ficus 12-14" 58. Melaleuca Quinquenervia Cajeput Tree 102. Tipuana Tipu Tipu Tree 6-8" 17. Ficus Nitida Ficus 12-14" 59. Melaleuca Quinquenervia Cajeput Tree 103. Tipuana Tipu Tipu Tree 8-10" 18. Ficus Nitida Ficus 12-14" 60. Melaleuca Quinquenervia Cajeput Tree 104. Tipuana Tipu Tipu Tree 8-10" 19. Ficus Nitida Ficus 10-12" 61. Melaleuca Quinquenervia Cajeput Tree 105. Tipuana Tipu Tipu Tree 8-10" 20. Ficus Nitida Ficus 10-12" 62. Melaleuca Quinquenervia Cajeput Tree 106. Tipuana Tipu Tipu Tree 8-10" 21. Ficus Nitida Ficus 10-12" 63. Melaleuca Quinquenervia Cajeput Tree 107. Cupaniopsis Anacardioides Carrot Wood 8-10" CITY OFNEb'lPORT BEACH - 22. Ficus Nitida Ficus 10-12" 64. Melaleuca Quinquenervia Cajeput Tree 108. Cupaniopsis Anacardioides Carrot Wood 8-10" APPROVAL IN CONCEPT W. This conforms to all applicable planning regulations 23. Ficus Nitida Ficus 10-12" 65. Melaleuca Quinquenervia Cajeput Tree 109. Cupaniopsis Anacardioides Carrot Wood 8-10" project 24. Ficus Nitida Ficus 12-14" 66. Melaleuca Quinquenervia Cajeput Tree 110. Cupaniopsis Anacardioides Carrot Wood 8-10" and policies in effect on this date. 25. Ficus Nitida Ficus 12-14" 67. Melaleuca Quinquenervia Cajeput Tree 111. Cupaniopsis Anacardioides Carrot Wood 8-101, These plans are not to be used for construction purposes. No 26. Ficus Nitida Ficus 12-14" 68. Melaleuca Quinquenervia Cajeput Tree 112. Syagrus Romanzoffianum Queen Palm 20' BT building permit will be issued until approval is received from 27. Ficus Nitida Ficus 12-14" 69. Melaleuca Quinquenervia Cajeput Tree 113. Syagrus Romanzoffianum Queen Palm 20' BT the Californ' Coastal Commission. 28. Ficus Nitida Ficus 12-14" 70. Melaleuca Quinquenervia Cajeput Tree 114. Myoporum floribundum Myoporaceae 3-4" PLA i G DEPARTMENT 29. Ficus Nitida Ficus 12-14" 71. Melaleuca Quinquenervia Cajeput Tree 115. Myoporum floribundum Myoporaceae 3-4" 0aie3 O 30. Ficus Nitida Ficus 12-14" 72. Melaleuca Quinquenervia Cajeput Tree 116. Tipuana Tipu Tipu Tree 6-8" Y 31. Cinnamomum Camphora Camphor Tree 8-1 ON 73. Melaleuca Quinquenervia Cajeput Tree 117. Melaleuca Quinquenervia Cajeput Tree 6-8" 32. Cinnamomum Camphora Camphor Tree 8-10" 74. Melaleuca Quinquenervia Cajeput Tree 118. Melaleuca Quinquenervia Cajeput Tree 8-10" 33. Myoporum floribundum Myoporaceae 4-6" 75. Melaleuca Quinquenervia Cajeput Tree 119. Syagrus Romanzoffianum Queen Palm 14-16' BT 34. Ficus Nitida Ficus 10-12" 76. Melaleuca Quinquenervia Cajeput Tree 120. Syagrus Romanzoffianum Queen Palm 14-16' BT 35. Ficus Nitida Ficus 10-12" 77. Melaleuca Quinquenervia Cajeput Tree 121. Syagrus Romanzoffianum Queen Palm 14-16' BT 36. Ficus Nitida Ficus 10-12" 78. Melaleuca Quinquenervia Cajeput Tree 122• Syagrus Romanzoffianum Queen Palm 14-16' BT 37. Melaleuca Quinquenervia Cajeput Tree Mixed Sizes 79. Acacia ssp Acacia 4" 123. Syagrus Romanzoffianum Queen Palm 14-16' BT 38. Melaleuca Quinquenervia Cajeput Tree and approx. 80. Myoporum floribundum Myoporaceae 4-6" 124. Syagrus Romanzoffianum Queen Palm 14-16' BT 39. Melaleuca Quinquenervia Cajeput Tree 50% multi 81. Myoporum floribundum Myoporaceae 4-6" 125. Syagrus Romanzoffianum Queen Palm 14-16' BT 40. Melaleuca Quinquenervia Cajeput Tree 6-24" 82. Myoporum floribundum Myoporaceae 4-6" 126. Syagrus Romanzoffianum Queen Palm 12' BT 41. Melaleuca Quinquenervia Cajeput Tree 83. Myoporum floribundum Myoporaceae 4-6" 127. Syagrus Romanzoffianum Queen Palm 12' BT 42. Melaleuca Quinquenervia Cajeput Tree 84. Melaleuca Quinquenervia Cajeput Tree 10-12" 128. Cinnamomum Camphora Camphor Tree 8-10" NORM 85. Melaleuca Quinquenervia Cajeput Tree 10-12^ 0 1020 86. Melaleuca Quinquenervia Cajeput Tree 10-12" MM EVINrp Trw Survey W llJ SCALE 1" = so.00' TRC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 FILE DRAWN REVIEWED REVISIONS Rabben Herman design office Landscape Architects 833 Dover, Suite 9 Newport Beach, CA 92663 (949)5483459 (fax) 548-5743 design&hdo.00m C!� Q O U 7>� Ujw rr ?,:2" Uj m J 0 �j C/ ) Uj W rr r� V O CD = z V O Uj PROJECT $ SCALE: , "=60' DATE: MARCH 4TH, 2005 HOAG HOSPITAL - LOWER CAMPUS ONE HOAG DRIVE NEWPORT BEACH, CA 92658 SHEET L-2 PROPERTY LINE Y r — II �1 �1 fj h / 1014 STAGE ti CHILD CARE CENTER WEST I� 6,760 SF P p \Aim .�eaAe�.i-0 LO 0 77 (V N 0 0 M 3 0 • .' TRASHY `ENGLOS.UR� • ` I • • CHILD CARE CENTER EAST 5,130 SF 4 Awls,o^P 009 a u I SPA/ ! EXTENT OF CHILD CARE / CENTER SITE — / I ,v LEGEND CONC. PAVING FALL PROTECTION SURFACE o�ago (N.I.C.) SEE NOTE 4 & 5 THIS SHEET GRASS L PLANTING REMOVE EXISTING TREE °._ PROPOSED TREES WyI [.0.]—� PATH OF TRAVEL -q} CONTROL POINT KEY NOTES (E) AC PAVEMENT, REMOVE STRIPING & RESTRIPE PER PLAN CONC. CURB, SEE DETAIL —/—.— �3 LOCATION OF COLORED CONC. PAVING ® PARTIAL HEIGHT WALL �5 STONE PAVERS © 6'-0" HT. CHAIN —LINK FENCE CONCRETE WALKWAY ®11 1 /2"W, 1 "D KEYWAY FOR FUTURE INSTALLATION OF SAFDEK, SEE DETAIL 3B/A1.2 09 ROCK SALT FINISH CONC. PAVING OVER 4" CRUSHED BASE, TYP. ® ENTRANCE & SIDEWALK CONC SLAB ON GRADE 10 PATH OF TRAVEL TO THE PUBLIC WAY 11 PATH OF TRAVEL TO ADJACENT BUILDINGS 12 GAS WELL #5 13 PROPOSED LAYOUT OF TEMP. CONSTRUCTION FENCE 14 BROOM FINISH CONC. PAVING OVER 4" CRUSHED BASE, TYP. @ PLAYYARDS 15 3'X3' CONC. PAVERS W/ 4" GRASS STRIPS BETWEEN PAVING UNITS NOTE: TOTAL BUILDING SQUARE FOOTAGE: 11,890 SF N CITY OF NEWPOR I LcAUH APPROVAL IN CONCEPT IJO.�— This project conforms to all applicable planning regulations and policies in effect on this date. These plans are not to be used for construction purposes. No Wilding permit will be issued until approval is received from the California Coastal Commission. PLA ` DEPARTMENT 'A n l/1�/ R.r.....[ Date: 1424 4TH STREET SUITE 403 SANTA MONICA, CA 90401 TEL. 310 394 3500 FAX. 310 394 3700 FILE _ DRAWN REVIEWED REVISIONS architect's stamp: rr W W U O o W l� 00 N J m LU F— CM C) W C� L0 Cz �//'�� fm V� O m LU 0 ® LJ PROJECT iI 60416.00 CONTRACT SCALE: 1/16*-1'-0" DATE: MARCH 4TH, 2005 TITLE SITE PLAN SHM A loO LL � PROPERTY LINE 7!: ----__------- EX--P OF --JAPE -- _ KEY NOTES M TRANSLUCENT PANEL CANOPY TYP. N NOTE: TOTAL BUILDING SQUARE FOOTAGE: 11,890 SF 1424 4TH STREET SUITE 403 SANTA MONICA, CA 90401 TEL. 310 394 3500 FAX. 310 394 3700 PILE DRAWN REVIEWED REVISIONS architect's stamp: W W U O Uj O rrG0 r OO C.0 CV U Q � Q W _ °° rr J w cC o F— CD r M C)LU rr -Op Of NEWPORT BEACH O _ APPROVAL IN CONCEPT 140. CDCITY Q This projeci conforms to all applicable planning regulationjNo_ CD and policies in effect on this date. plans are not to be used for construction purposes.CDbuilding permit will be issued until approval is received fro LJJ the California Coastal Commission. Z PLANNKG DEPARTMENT/ I— 0 PROJECT # 60416.00 CONTRACT # SCALE: DATE: MARCH 4TH, 2005 TITLE ROOF PLAN SHEET A 1ml if KEY NOTES 0 HOSE BIB +20" 0 4'-O" WIDE ADULT HEIGHT CABINET WITH SINK SEE DETAIL A.... CHILDREN'S HEIGHT LAVATORY WITH BUBBLER FOR MOUNTING SEE DETAIL A.... (:D CHANGING TABLE CABINET WITH SINK SEE DETAIL A... 05 CHANGING TABLE CABINET WITH SINK SEE DETAIL A... ©CHANGING TABLE N.I.C. CHILDREN'S HEIGHT SEE DETAIL A... (DREFRIGERATOR N.I.C. M SANITIZER CABINET WITH SINK AND BUBBLER 10 ADULT HEIGHT CABINETS WITH UPPERS SEE DETAIL A... 11 MICROWAVE N.I.C. 4 A3.1 TRUE N GTY OP NEWPORT BEACH APPROVAL IN CONCEPT NO. CJr/ g sooT" This project conforms to all applicable planning regulations and policies in effect on this date. These plans are not to be used for construction purposes. No building permit Will be issued until approval is received from the California Coastal Commission. ey�PLA/Nf !: DEPARTMENT wC�•� Date: S �S '1424 4TH STREET'SUITE 403 SANTA MONICA, CA 90401 TEL. 310'394 3500 FAX. 310 394 3700 FILE DRAWN REVIEWED —� REVISIONS DESCRIPTION DATE BY architect's stamp: ��SND6 RCq^l� C-22692 f REN. 4-3U-09 Q• ryTf fh CA1.1FI W U LU rymo Cam) PROJECT # 60416.06 CONTRACT # SCALE: 1 /8-= V-0- DATE: FEBRUARY 25TH, 2005 TITLE WEST WING FLOOR PLAN SHEET A 2ol I, 1) 11 2 A3.1 KEY NOTES HOSE BIB +20" 0 4'-O" WIDE ADULT HEIGHT CABINET WITH SINK SEE DETAIL A.... 0 CHILDREN'S HEIGHT LAVATORY WITH BUBBLER FOR MOUNTING SEE DETAIL A.... (I)CHANGING TABLE CABINET WITH SINK SEE DETAIL A... M5 CHANGING TABLE CABINET WITH SINK SEE DETAIL A... (DCHANGING TABLE N.I.C. = CHILDREN'S HEIGHT CABINET WITH SEE DETAIL A... ® REFRIGERATOR N.I.C. 09 SANITIZER SINK AND BUBBLER 10 ADULT HEIGHT CABINETS WITH UPPERS SEE DETAIL A... 11 MICROWAVE N.L.C. CITY OR NEWPORT BEACH p � APPROVAL IN CONCEPT 140. This project conforms to all applicable planning regulations and policies in effect on this date. These plans are not to be used for construction purposes. No building permit will be issued until approval is received from the CallfoiRieoastal Commission. S 1424 4TH STREET SUITE 403 SANTA MONICA, CA 90401 TEL. 310 394 3500 FAX. 310 394 3700 FILE DRAWN REVIEWED REVISIONS architect's stamp: ,kED ARCy�� �yPO�tN 8' �gQO�`i` N * C-22692 f REN. 4-30-0 Q rylF CAL�F���1 LU ryomo �1 ` M PROJECT # 60416.00 CONTRACT # SCALE: 1/8"=1'-0" DATE: FEBRUARY 25TH. 2005 TITLE EAST DIVING FLOOR PLAN SHEET A 2m2 8A 8B EAST WING COURTYARD - WEST ELEVATION SCALE: 1/8"=1'-0" KEY NOTES = g" THICK SMOOTH FINISH CEMENT PLASTER CDCLEAR ANODIZED ALUM. FRAME (3 ASURELITE GLASS @SOUTH AN-D WEST ELEVATIONS CANOPY IN FOREGROUND M PAINT DESIGNATED PANELS W/ COLOR 'F' ©-GALV. SHEET METAL COPING M CONTROL, JOINT, 'SEE DETAIL 1 /A... LINE OF ROOF BEYOND SHOWN DASHED 2APET :LEV. �B WEST WING COURTYARD - SOUTH ELEVATION SCALE: 1 /8"=1'-0" © BB WEST WING COURTYARD - .EAST ELEVATION CAPE .LEV. EAST WING COURTYARD - NORTH ELEVATION SCALE: 1/8"=1'-0 < 2-) (-3--) (T� SCALE: 1 /8"=1'-0" T TOP OF PA C� ❑ 0, O Z � I 1 FIN FLOOR I I, WEST WING EXTERIOR - SOUTH ELEVATION SCALE: 1/8"=1'-0" Q 4 P 3 4 TOP OF PA if z ��i o FIN. FLOOR M SURFACE MOUNTED LIGHT FIXTURE MODEL #BL-49, NA FINISH BY ALLSCAPE 10 SCUPPER 11 OVERFLOW SCUPPER CITY OF NEWPORT BEACH APPROVAL IN CONCEPT140. S I p This project conforms to all applicable planning fagulations and policies in effect on this date. These plans are not to be used for construction purposes. No building permit will be issued until approval is received from CP the Califo;r a Coastal Commission. CD TTOP OF PA - - _ _ _ - - - - - - - - - - - - - - - I i= FIN. FLOOR EAST WING OUTSIDE NORTH ELEVATION SCALE: 1/8"=V-0" RAPET :LEV, 4 'WING EXTERIOR -WEST ELEVATION 0 4 ----I----=1_-�-D SCALE: 1 /8"=1'-0" 0 I 0 I EAST WING EXTERIOR - EAST ELEVATION SCALE: 1 /8"=1'-0" 'APET LEV. tAPET .LEV, 2APET :LEV. 2APET :LEV, TOP OF PARAPET FIN. FLOOR ELEV. 14244TH STREET SUITE 403 SANTA MONICA, CA 90401 TEL. 310'394 3500 FAX. 310 394 3700 FILE DRAWN �- REVIEWED REVISIONS DESCRIPTION jEE1Y architect's stomp: AR- NDD.o��CT 0 w N C-22692 f REN. 4-30-05 �. PROJECT # 60416.00 CONTRACT SCALE: DATE: FEBRUARY 25TH, 2005 TITLE EXTERIOR ELEVATIONS SHEET -3m CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 NEWPORT BOULEVARD P.O. BOX 1768, NEWPORT BEACH, CA 92659-1768 (949) 644-3311 MEMORANDUM TO: Gregg Ramirez Planning Department FROM: David Keely Traffic Engineering .DATE: March 1, 2005 SUBJECT: Hoag Hospital Lower Campus Site Plan Concept Review Based on Traffic Engineering's brief review of the Hoag Hospital Lower Campus/Child Care Center Plans, the following are comments and corrections: The plans show 24' wide drive aisle/parking aisles throughout the site plans. The accompanying parking stalls shall be 9' wide by 17' deep minimum. Cul-de-sac with planter located adjacent to the proposed Child Care Center shall comply with City Standard STD-103-L. The planter island shall have a radius of no more than 7' maximum (radius of 5' is standard). The minimum radius to curb face of the cul-de-sac shall be 42'. The cul-de-sac layout shall be reviewed and approved by the Fire Department.` The drive aisle leading to the Child Care Center shall be shifted westerly to align with the entry from West Coast Highway. The inbound lane to the Child Care Center shall align with the Number 1 lane from the Coast Highway entry. A more detailed review of the overall circulation will be conducted during the typical plan Check process. If you have any questions, please feel free to contact me at x3349. David Keely Associate Engineer Public Works - Traffic Engineering FAUSERSIPBW\DKeelydkeelykPlan Check\Hoag Hospital Child CamNgf3-1-05memo.doc PLANNING DEPARTMENT CITY HALL 3300 NEWPORT BOULEVARD P. O. BOX 1768 NEWPORT BEACH, CALIFORNIA 92658-8915 To: Hoag Hospital From: Gregg Ramirez, Associate Planner (949)644-3219 ,gram irez(cDcity. newport-beach.ca. us Date: March 2, 2005 Re: Lower Campus Grading/Site development and Child Care Relocation/Expansion Approval in Concept No. 0518-2004 After a review of the submitted plans, the Planning Department is requiring that the following information be included: 1. Provide a site address on all sheets. 2. Provide the square footage of the proposed Child Care Center. 3. Provide the square footage of the existing building to be demolished. 4. Identify the location of the property line on the Site plan (Sheet A1.0) and show the proposed setbacks. 5. Identify the datum used for survey and civil drawings. 6. Indicate the top of protective fence height on civil drawings. 7. See memo and comments from Traffic Engineering and revise plans accordingly. Please keep in mind that a more detailed plan check will be conducted prior to the issuance of building permits. This will include a review of the plans for conformance with all applicable Planned Community development regulations and mitigation measures. r 1 1 r ill IBM IF M , �•.. .` , ,- - -- - p\\ /'414 pp OAF W�AM6�ffi�' - �4 "M-- ' S'r �a�e, \•� _ �I�r�-��.� �..1�in.�'ZS•�_ a +� A+f�� ���1�� . 1 e� MOM MOM `o� `T Aa i>t.>. - ANN - il -.• .."..►'.�` .1 --_ .�._�-•,7A.., --- - � .i �"i�..Q1-;J � �i'� C'Ii �-G'• O • �i � � � �l ------. ' • � • ,' , �'�• _ --�_ _--_ _ _---_----'��-_�— • y .0 A-S9"7� A C A G er.�1►.Q� •�� • i .mil t -'--- � - — -- �:-•=• �/ I al � a_•..._. a •..�_ .>..---_ ---_- • w =. � ■ �- "-�'!tl -- - -___- ----------- ...--i • • • • •_• ter. �-� • � r,-v �_-_ '=�_-,',`..�►+ � � v� 2_ ®.�*�I'� � � �. • . �ii. �a� !'J.1`�aQ'.r.�'�a� 3�0 ���seII�-.�.ee•-•®• �_�_•_- I�m -� �. '—V�/ ii .�—•��.v ._ — � �-wT..-- � �I . • ��� ��� 1� FPO ark.�,�1/�Qn •�\ r tMISS i���i ,L•,%F �I, -•'i ��� 1.7�• i... ' �••./I►\:11�7!i '14•.i /I/��.•�'/�� �'��,%I:�i`�� -:-i �""_".`.'-7 .=---.-.���`�. �� .�I '� I 1� • .�..�� �� � 5 '�� �r � Obi,. .. .r'-/ �/• +� ►�ya�' _�...���/-,, �I�� � �\�� il^p; �--����� �-' ..► ./ .. 1 ( / 1 _ � �, .... �� ,•••,�, � �1� i� • . .. ,��,�- a�.� ,�� �� w• T. �- li � OWNS-, - -.ice-� cam,.• � _ � ►*` ,��, , �"�C�. �►��`� • . . • • a���I; r� .w A •ll' r` �. ��►"`�►'� �� p!� �i7:�� �(",��'i'��� �7��� ' `.;'o '�' ,.ram �'� ME mil Town RIM +„- MMMMMMMI qq _`l• f OM�. .. iF' .•ti . I F r �G�i� `•' `.►..: • � Z I� _- /..._ _ fll JiMu v ag gpo I�- � ..•.;�w,��\ter YL. 8.7 X +1-2 0 t t t t t t t t t E 48200 E 48400 E 48600 E 48800 E 49000 E 49200 E 49400 E 49600 E 49800 I TRC 21 TECHNOLOGY DRIVE IRVINE• CA. 92618 949-727-9336 FILE DRAWN REVIEWED REVISIONS CD W 3: :a , oQ J 1 W V O CD 0 PROJECT # SCALE: 1 "=60' DATE: FEBRUARY 28TH, 2005 SHEET CIIIIIIIIIIII i i t E 48200 73.1 X }� 72.8 X 0 X a 14.4 i EXISTING GROUND PROTECTIVE FENCE--1 RETAINING WALL H=25'-30' E 48400 MASS GRADED PAD SEC 9 9 A A" 65.8 X 65 0 60 65 65.5 X 40.7 1P � n �' 61.5 ° 64.s 65.6 5 a X 62.5 m 63.5 X 65 X X C. X o 0 ASPH. Jul/ 3.2 ,.--EXISTING UTILITY BANK • PROTECT IN PLACE t E 48600 17.5 X a 18X.6 ASPH. 17.5 X � r II low IWO TP, I 1 0, 15.7 o �X 15 . \15 Q X _� 9.6 IFIC COgST HIGHWgy 1 X +1_2 E1 39.4 TO X u 40.4 .X 15.5 X a �e o \ RnJ'FJ0L — • ��w .\ 8.7 X e 53.4 CoNc X I4�3I II I41I2 —40 40.3 ASPH. 7IICC EXIST. PARFfING TO REMAIN 3ND29 12.6 X t t t t t t E 48800 E 49000 E 49200 E 4MO E 49600 E 49800 Y.7 X TRC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 FILE DRAWN REVIEWED REVISIONS z O c ^ O Q Lu CU Lu Z Q O CD 1 Q r V O CD 1) < Lu O CU O U PROJECT # SCALE: 1"=60' DATE: FEBRUARY 28TH, 2005 SHEET C-2 X 73.i �-wEw F i} �Z \ 7 X 161 U 14.4 PRIVAjF I A a x 9.6 PACIFIC CoST — (GHWAY 10 1 10. 9X sx 10.3 a 9.8 X +1-2 ti� v n- WAN _ III �,�0►��Cr��� � - �ON _ _ ��� Il� ""'��'� ��`i"� • • • 0 t t t t t t t t t E 48200 E 48400 E 48600 E 48800 E 49000 E 49200 E 49400 E 49600 E 49800 t TRC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 FILE DRAWN � REVIEWED REVISIONS W i U rr O I� W U O � Q z �-- O - U O - _ rr CD w F-- z o- PROJECT N SCALE: 1 "=60' DATE: FEBRUARY 28TH, 2005 SHEET C1111111111113 / 73.1 \ X X 11 2.2 72.8 X i D\P �60 I ,P 40. 7 _ 61.5 oa° X 62.5 \° x 0 65 7 f 540/ 65.5 6p 55 Le �55 x ® 49. • ' 655X CONC. SX ° SX .�` .a __ • CONC 5 X 10" °j0o 49.10 o 64.5 • • • .6 63.5 x 6S" X o 7 X BRU 0 60 41 .4 JLy' _ .6 EXIST. SLOPE TO 40 EWAIR � ,5 - --55 6- FX G , -_ __ 403 1OFA3�f7!w°unwoax Hs - � —60 27. - 5 - -- 39•a EXIST G TO REMAIN —X — -- 1.4 BRICN 0 0 S-'`_--- -- -- 0 41.4 4TO REMAIN X 2�I F6 I I I X I I I 40.4 q II I' 2I F�' I A EXIST. G 39.4 TO BE RE D�X o X g X EXIS IPARKING - `P ° 12.6 X TO E REMOVED 40 ° J_ 35 ___ 7g `n��o ONCOLOGY CENTER 5 30 ° (EXISTING) \ 0 25 p 1 X ° 7 < 9 X7 X _ 20 23. � 2g I FO 8 x TO BE REMO lil / ( U 15.4 IIJI I OIS E REMOVED 15 x s M — 8X5__ ��_ __ •_ 0 BE REM�NG / x — try r ` liz l �sx �— GO HlG 1 os---, x SANDBAG CHECKDAM N.T.S. CONSTRUCTION NOTES: a - INSTALL SINGLE ROW-1 BAG HIGH) SAND BAGS t41 INSTALL CHECKDAM PER DETAIL-JE-REON E 4 E 48600 E 48800 SECTION A -A N.T.S. Q 3" MIN. OPENING BETWEEN BAGS TOP ROW FOR HEIGHT, SEE TABLE A ABOVE Q TYPICAL SANDBAG DETAIL N.T.S. t E 49000 +1-2 15.7 � 5 Q 9.7 9.5 x x 10.3 9.8 x t E 49200 ru Comm w• .. ��"-�.� \Rt v� � -nl 1 • I 00 mail m All k� �C. GRAPHIC SCALE 'A 0 30 60 12D 37 (INS) 1 inch — 60 & TRC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 FILE I DRAWN REVIEWED REVISIONS UI ZD LD rr r W 3: O O < O � U �-- z O Q U) / O O LU O PROJECT III I SCALE: 1"=60' DATE: FEBRUARY 28TH, 2005 SHEET Cm4 i REFER TO CO-GEN PLANS FOR LANDSCAPING IN THIS AREA. GA101 IIVV VV'V GIV JIIG CONCEPTUAL PLANT MATERIAL LIST BOTANICAL NAME COMMON NAME SIZE EVERGREEN CANOPY SHADE TREE Cinnamomum Camphor Camphor Tree 36" Box Ficus Rubiginosa'EI Toro' Rustyleaf Fig 60" Box Arbutus Unedo Strawberry Tree 30" Box Oleo Europaea Fruitless Olive 48" Box Metrosideros Excelsus New Zealand Christmas 36" Box CAMPUS ROADWAY TREE Phoenix Dactalifera Date Palm 15-25' BTH Washingtonia Filifera California Fan Palm 20' BTH Washingtonia Robusta Mexican Fan Palm 15' BTH Magnolia Grandiflora'Samuel Sommer' Magnolia 48" Box 144 Tabebuia Avellanedea Pink Trumpet Tree 36" Box Tipuana tipu Tipuana 36" Box Arecastrum Romanzoffianum Queen Palm 15-20' BTH BACKGROUND/ SLOPE SCREEN TREE Melaleuca Leucadendra Cajeput Tree 24" Box Podocarpus Fren Pine 36" Box Schinus Molle California Pine 36" Box Tristania Conferta Tristania 30" Box Melaluca Puinp Fren Pine - SHRUB, HEDGES. Escallonia'FradesiPink Escallonia 5 GAL Feijoa Sellowiana Pinapple Guava 5 GAL Ligustrum Japonicum Glossy Privet 5 GAL Prunus Caroliniana'Bright & Tight' Carolina Cherry 15 GAL Camellia Sasanqua Varieties Camellia Species 5 GAL TO BE RETAINED. NEW TREES TO BE ADDED ALONG SOUTH EDGE OF INTERIOR ROADWAY. FLOWERING ACCENT 2-4' uougalnvmea species Bougainvillea 5 GAL Hemerocallis Species Evergreen Daylily 5 GAL. - - - - Lavendula Species Lavender 5 GAL Dietes Bicolor Fortnight Lily 5 GAL Dietes Vegeta Fortnight Lily 5 GAL Sedum Spectale Red Sedum 5 GAL Salvia Leucantha Mexican Sage 1 GAL SHRUB, FLOWERING ACCENT 3-6' Echium Fastuosum Pride of Maderia 5 GAL Rosmarinus Officinalis'Tuscan Blue' Tuscan Rosemary 5 GAL - Pennisetum Setaceum'Cuprem' Purple Fountain Grass 5 GAL Lorapetalum Chinense'Sizzling Pink'Razzleberry 5 GAL Miscanthus Maiden Grass 5 GAL Rosa Species Shrub and GC Roses 5 GAL GROUNDCOVERS Trachelospermum Jasminoides Star Jasmine 5 GAL Gazania Species Gazania 5 GAL Lonicera Honeysuckle 5 GAL Rosmarinus Officinalis'Lockwood De Forest' Rosemary 5 GAL Lantana Montevidensis Purple Lantana 5 GAL Lantana 'Spreading Sunshine' Yellow Lantana 5 GAL Lantana Montevidensis Purple Lantana 5 GAL Lantana 'Spreading Sunshine' Yellow Lantana 5 GAL Pelargonium Peltatum Ivy Geranium 1 GAL Drosanthemum Hispidum Ice Plant 1 GAL Lamtranthus spectablilis Trailing Ice Plant 1 GAL ""HST HIGHW,gY �1�►�L�:71 � [e��l I � I Bougainvellia Species Bougainvillea 15 GAL Calliandra Inaequilatera Pink Powder Puff 15 GAL Clytostoma Callistegioides Violet Trumpet Vine 15 GAL Distictis Buccinatoria Blood -Red Trumpet Vine 15 GAL Grewia Occidentalis Lavender Star Flowers 15 GAL SHRUB, FOLIAGE ACCENT Agave Atten Agave 5 GAL Aspidistra Elatior Cast Iron Plant 5 GAL Abutilon Species Flowering Maple 5 GAL Liriope'Gigantea' Giant Lilyturf 5 GAL Philodendrum Species Philodendrum 5 GAL Phormium Species New Zealand Flax 5 GAL Streilitiza Reginae Bird of Paradise 15 GAL SODDED LAWN Sodded Dwarf Fescue ----s- _ ---_- - - ' `•�+KS PARKING S TRUCTUR (EXISTING) E HYDROSEED MIX Artemisia Pycnocephala Coast Sage Brush Atriplex Semibaccata Creeping Salt Bush % Baccharis Pilularis Ssp. Consanguinea Coyote Brush Cistus Villosus Rock Rose Encelia Californica California Encelia Eschscholzia Californica California Poppy Gazania Splendens Gazania Lobularia Maritima Sweet Alyssum NORTH Lupinus Succulentus Arroyo Lupine 0 10 20 30 60 SCALE r'=60.00' TRC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 iDRAWN.......................... .._........,.�..,,,,...�...'m.,i.......____ .....EVIEW............,,...........,.,.n..„.,,, .._.,.. � II RED )� REVISIONS Rabben Herman design office Landscape Architects 833 Dover, Suite 9 Newport Beach, CA 92663 (949)548-3459 (fax) 548-5743 design@rhdo.com C!� � z J Q U r) LIJ 3�: C.0) O W J � z J Q Q J I- J V � O Uj CD U Q z O O = U P1 6JECT,,,, SCALE: 1"=60' DATE: FEBRUARY 26TH, 2005 SHEET L-1 Hoag Memorial Presbyterian Hospital Lower Campus Development Existing Trees to be Removed # Botanical Name Common Name Caliper # Botanical Name Common Name Caliper 1. Tipuana Tipu Tipu Tree 6" 43. Melaleuca Quinquenervia Cajeput Tree Mixed Sizes 2. Tipuana Tipu Tipu Tree 6" 44. Melaleuca Quinquenervia Cajeput Tree and approx. 3. Syagrus Romanzoffianum Queen Palm 20' BT 45. Melaleuca Quinquenervia Cajeput Tree 50% multi 4. Syagrus Romanzoffianum Queen Palm 20' BT 46. Melaleuca Quinquenervia Cajeput Tree 6-24".: 5. Tipuana Tipu Tipu Tree 6-8" 47. Melaleuca Quinquenervia Cajeput Tree 6. Tipuana Tipu Tipu Tree 6-8" 48. Melaleuca Quinquenervia Cajeput Tree 7. Tipuana Tipu Tipu Tree 618" 49. Melaleuca Quinquenervia Cajeput Tree 8. Melaleuca Quinquenervia Cajeput Tree 16" multi 50. Melaleuca Quinquenervia Cajeput Tree 9. Melaleuca Quinquenervia Cajeput Tree 24" multi 51. Melaleuca Quinquenervia Cajeput Tree 10. Cinnamomum Camphora Camphor Tree 8" 52. Melaleuca Quinquenervia Cajeput Tree 11. Cinnamomum Camphora Camphor Tree 12" 53. Melaleuca Quinquenervia Cajeput Tree 12. Cinnamomum Camphora Camphor Tree 12" 54. Melaleuca Quinquenervia Cajeput Tree 13. Cinnamomum Camphora Camphor Tree 8_10" 55. Melaleuca Quinquenervia Cajeput Tree 14. Cinnamomum Camphora Camphor Tree 8" 56. Melaleuca Quinquenervia Cajeput Tree 15. Cinnamomum Camphora Camphor Tree 8" 57. Melaleuca Quinquenervia Cajeput Tree 16. Ficus Nitida Ficus 12-14" 58. Melaleuca Quinquenervia Cajeput Tree 17. Ficus Nitida Ficus 12-14" 59. Melaleuca Quinquenervia Cajeput Tree 18. Ficus Nitida Ficus 12-14" 60. Melaleuca Quinquenervia Cajeput Tree 19. Ficus Nitida Ficus 10-12" 61. Melaleuca Quinquenervia Cajeput Tree 20. Ficus Nitida Ficus 10-12" 62. Melaleuca Quinquenervia Cajeput Tree 21. Ficus Nitida Ficus 10-12" 63. Melaleuca Quinquenervia Cajeput Tree 22. Ficus Nitida Ficus 10-12" 64. Melaleuca Quinquenervia Cajeput Tree 23. Ficus Nitida Ficus 10-12" 65. Melaleuca Quinquenervia Cajeput Tree 24. Ficus Nitida Ficus 12-14" 66, Melaleuca Quinquenervia Cajeput Tree 25. Ficus Nitida Ficus 12-14" 67. Melaleuca Quinquenervia Cajeput Tree 26. Ficus Nitida Ficus 12-14" 68. Melaleuca Quinquenervia Cajeput Tree 27. Ficus Nitida Ficus 12-14" 69. Melaleuca Quinquenervia Cajeput Tree 28. Ficus Nitida Ficus 12-14" 70. Melaleuca Quinquenervia Cajeput Tree 29. Ficus Nitida Ficus 12-14" 71. Melaleuca Quinquenervia Cajeput Tree 30. Ficus Nitida Ficus 12-14" 72. Melaleuca Quinquenervia Cajeput Tree 31. Cinnamomum Camphora Camphor Tree 8-10" 73. Melaleuca Quinquenervia Cajeput Tree 32. Cinnamomum Camphora Camphor Tree 8-10" 74. Melaleuca Quinquenervia Cajeput Tree 33. Myoporum floribundum Myoporaceae 4-6" 75. Melaleuca Quinquenervia Cajeput Tree 34. Ficus Nitida Ficus 10-12" 76. Melaleuca Quinquenervia Cajeput Tree 35. Ficus Nitida Ficus 10-12" 77. Melaleuca Quinquenervia Cajeput Tree 36. Ficus Nitida Ficus 10-12" 78. Melaleuca Quinquenervia Cajeput Tree 37. Melaleuca Quinquenervia Cajeput Tree Mixed Sizes 79. Acacia ssp Acacia 4" 38. Melaleuca Quinquenervia Cajeput Tree and approx. 80. Myoporum floribundum Myoporaceae 4-6" 39. Melaleuca Quinquenervia Cajeput Tree 50% multi 81. Myoporum floribundum Myoporaceae 4-6" 40. Melaleuca Quinquenervia Cajeput Tree 6-24" 82. Myoporum floribundum Myoporaceae 4-6" 41. Melaleuca Quinquenervia Cajeput Tree 83. Myoporum floribundum Myoporaceae 4-6" 42. Melaleuca Quinquenervia Cajeput Tree 84. Melaleuca Quinquenervia Cajeput Tree 10-12" 85. Melaleuca Quinquenervia, Cajeput Tree 10-12" 86. Melaleuca Quinquenervia Cajeput Tree 10-12" Conducted February 17, 2005 # Botanical Name Common Name Caliper 87. Melaleuca Quinquenervia Cajeput Tree 10-12" 88. Melaleuca Quinquenervia Cajeput Tree 10-12" 89. Melaleuca Quinquenervia Cajeput Tree 10-12" 90. Melaleuca Quinquenervia Cajeput Tree 10-12" 91. Melaleuca Quinquenervia Cajeput Tree 10-12" 92. Melaleuca Quinquenervia Cajeput Tree 10-12" 93. Syagrus Romanzoffianum Queen Palm 20' BT 94. Syagrus Romanzoffianum Queen Palm 20' BT 95. Melaleuca Quinquenervia Cajeput Tree 10-12" 96. Melaleuca Quinquenervia Cajeput Tree 10-12" 97. Melaleuca Quinquenervia Cajeput Tree 10-12" 98. Melaleuca Quinquenervia Cajeput Tree 10-12" 99. Melaleuca Quinquenervia Cajeput Tree 10-12" 100. Melaleuca Quinquenervia Cajeput Tree 10-12" 101. Melaleuca Quinquenervia Cajeput Tree 10-12" 102. Tipuana Tipu Tipu Tree 6-8" 103. Tipuana Tipu Tipu Tree 8-10" 104. Tipuana Tipu Tipu Tree 8-10" 105. Tipuana Tipu Tipu Tree 8-10" 106. Tipuana Tipu Tipu Tree 8-10" 107. Cupaniopsis Anacardioides Carrot Wood 8-10" 108. Cupaniopsis Anacardioides Carrot Wood 8-10" 109. Cupaniopsis Anacardioides Carrot Wood 8-10" 110. Cupaniopsis Anacardioides Carrot Wood 8-10" 111. Cupaniopsis Anacardioides Carrot Wood 8-10" 112. Syagrus Romanzoffianum Queen Palm 20' BT 113. Syagrus Romanzoffianum Queen Palm 20' BT 114. Myoporum floribundum Myoporaceae 3-4" 115. Myoporum floribundum Myoporaceae 3-4" 116. Tipuana Tipu Tipu Tree 6-8" 117. Melaleuca Quinquenervia Cajeput Tree 6-8" 118. Melaleuca Quinquenervia Cajeput Tree 8-10" 119. Syagrus Romanzoffianum Queen Palm 14-16' BT 120. Syagrus Romanzoffianum Queen Palm 14-16' BT 121. Syagrus Romanzoffianum Queen Palm 14-16' BT 122. Syagrus Romanzoffianum Queen Palm 14-16' BT 123. Syagrus Romanzoffianum Queen Palm 14-16' BT 124., Syagrus Romanzoffianum Queen Palm 14-16' BT 125. Syagrus Romanzoffianum Queen Palm 14-16' BT 126. Syagrus Romanzoffianum Queen Palm 12' BT 127. Syagrus Romanzoffianum Queen Palm 12' BT 128. Cinnamomum Camphora Camphor Tree 6-1 On EM"gng T.SU y NORM 0 1020 30 60 - - SCALE I'=60.00' TRC 21 TECHNOLOGY DRIVE IRVINE, CA. 92618 949-727-9336 �.-_..............._, FILE -�„ DRAWN m i.. REVIEWED �.......................�...,,,..,,...�. REVISIONS Rabben Herman design office Landscape Architects 833 Dover, Suite 9 Newport Beach, CA 92663 (949)548-3459 (fax) 648-5743 design@rhdo.com U� � 0 UJ Q O U 75>� WUj rr Uj O m J 0 I C!) W Uj r) rr V O = z CD V � O Uj ............. DATE: FEBRUARY '26TH, 2605 -- SHEET L-2 u ow - y — y — y y y — — 1 f_ o p op°000°a°o TRASH ENCLOSURE -- O 0.000000°0000000000 .+ O� 0 p000000p OOOO OOOOOpQ p°O `• O Op O °O°UO°O °O °O 00o,po 0 p00p oop 000 o°p°O oopo 0 poO p,Q"zr '4P a - a — o p o 0 0 0 o a o ° ° o o _ o o 'o o ° o a o 0 0° ea° O O O QO = �•� —� U00 °00 O 00 0o 000,1JO O°p°Op 00 p°O 0 ° °0.¢°0' •tl v - a .y _ O OO 0000 0000 0000� 0 00°O 0 0p 000000 O °° a0000000°0°0000000°OOOp0 OOp0000 O00°'0' UO _ 0 O 000 pOO ODO 0pO0 DU ODO QOO I QQU �O po00 OC°O° O ° •@D a'Ao'ffi .. N a 5,300 SF 57 80 SF CHILD CARE Ij CENTER \� °0 00 O b0° o°O0 0p0°O0 00° O° 00000 000 °o0.A ca' °O °0 00 0 °O Sao ao 0 a <j� ' � �,0 �r°•9DeDApq `• °e < v 1 7 a 15 'gaa9>•• o'. STAGE p`o a� @ C C aPe 9• o oa / m 00 @ CHILD CARE z CENTER ` o00 a z Al . ice. Q � CN wa �o oad 3 Ira rp "/ 1 14 d 1\ 11 11 S PARKING S SPACES0 �o96oe4�°. y. �9.0.. p tt 4 5,033 SF / i // i EXTENT OF CHILD CARE CENTER SITE LEGEND CONC. PAVING 0ooa0ooaoa00 FALL PROTECTION SURFACE 000000000000 (N.I.C.) SEE NOTE 4 & 5 THIS SHEET �.—. GRASS PLANTING . REMOVE EXISTING TREE ` $iD00 p0 'Q PROPOSED TREES [.O.T]— 3 PATH OF TRAVEL CONTROL 'POINT KEY NOTES 0 (E) AC PAVEMENT, REMOVE STRIPING & RESTRIPE PER PLAN. CD CONC. CURB, SEE DETAIL —/—.— CD LOCATION OF COLORED CONC, PAVING ® PARTIAL HEIGHT WALL 0 STONE PAVERS © 6'-0" HT. CHAIN —LINK FENCE CONCRETE WALKWAY ® 1 1 /2"W, 1 "D KEYWAY FOR FUTURE INSTALLATION OF SAFDEK, SEE DETAIL 3B/A1.2 ROCK SALT FINISH CONC. PAVING OVER 4" CRUSHED BASE, TYP. @ ENTRANCE & SIDEWALK CONC SLAB ON GRADE 10 PATH OF TRAVEL TO THE PUBLIC WAY CD PATH OF TRAVEL TO ADJACENT BUILDINGS 12 GAS WELL #5 13 PROPOSED LAYOUT OF TEMP, CONSTRUCTION FENCE 14 BROOM FINISH CONC. PAVING OVER 4" CRUSHED BASE, TYP. @ PLAYYARDS 15 3'X3' CONC. PAVERS W/ 4" GRASS STRIPS BETWEEN PAVING UNITS I -Kim E&. 1424'4TH STREET SUITE 403 SANTA MONICA, CA 90401 TEL. 310 394 3500 FAX, 310 394 3700 FILE DRAWN REVIEWED REVISIONS architect's stamp: * W C-22692 ti J+ PEN. 4-30-OS Q` qlF CAl\F rr W W U W rymo V CMD C .r/ O 0 PROJECT # 60416.00 CONTRACT # SCALE: 1/16"=1'-0'• DATE: FEERUARY 25TH, 2005 TITLE SITE PLAN SHEET A loO .A 4 KEY NOTES CD HOSE BIB +20" 0 4'-0" WIDE ADULT HEIGHT CABINET WITH SINK SEE DETAIL A.... OCHILDREN'S HEIGHT LAVATORY WITH BUBBLER FOR MOUNTING SEE DETAIL A.... ® CHANGING TABLE CABINET WITH SINK SEE DETAIL A... 0 CHANGING TABLE CABINET WITH SINK SEE DETAIL A... ©CHANGING TABLE N.I.C. CHILDREWS HEIGHT CABINET WITH SINK AND BUBBLER SEE .DETAIL A__. ® REFRIGERATOR N.I.C. ® SANITIZER 10 ADULT HEIGHT CABINETS WITH UPPERS SEE DETAIL A... 11 MICROWAVE N.I.C. TRUE �\ E�S 14244TH STREET SUITE 403 SANTA MONICA, CA 90401 TEt. 3103943500 FAX. 310 394 3700 FILE DRAWN REVIEWED REVISIONS architect's stamp: N N * C-22692 �f R9N. 4-30-05 Q• rr Lu FEMM 77 Lu W rr U C ) 0 CD 0 PROJECT # 60416.06 CONTRACT # SCALE: 1 /8-=1'-0" DATE: FEBRUARY 25TH, 2005 TITLE NEST WING FLOOR PLAN SHEET A 2ml + ', • 1 E 11 0 2 A3.1 KEY NOTES 0 HOSE SIB +20" 4'-0" WIDE ADULT ,HEIGHT CABINET WITH SINK "SEE DETAIL A.... M3 C'HILDREN'S HEIGHT LAVATORY WITH BUBBLER FOR MOUNTING SEE DETAIL A.... CHANGING TABLE CABINET WITH SINK SEE DETAIL A... 0 CHANGING TABLE CABINET WITH SINK SEE DETAIL A... ®GRAN -LING TABLE -N.I.C. M CHILDREN"S HEIGHT CABINET WITH -SINK AND BUBBLER SEE .DETAIL A... ® REFRIGERATOR N.I.C. CD SANITIZER (ID ADULT HEIGHT CABINETS WITH UPPERS ` SEE DETAIL A... 11 MICROWAVE -N.I:C. LLI -1424 4TH'STREET SUITE 403 SANTA MONICA, CA 90401 'TEL."310-3943500 FAX. 310 394 3700 FILE DRAWN �- REVIEWED REVISIONS architect's stamp: * C-221 2, REN. 4-30-0 �95 Q• i u U r i CD O PROJECT 60476.00 CONTRACT # _ SCALE: t/8"=i•-0" DATE: FEBRUARY 25TH. 2005 TITLE -EAST WING FLOOR -PLAN A 21.2 �t _=----- --- -----___-------_--- EX TOP OF -SLOPE co KEY NOTES 1� TRANSLUCENT PANEL CANOPY TYP fkq Ki% VEETS 4424 4TH STREET SUITE -403 SANTA MONICA, CA 90401 TEL.310 394 3500 FAX. 310 394 3700 FILE DRAWN (— REVIEWED REVISIONS architect's stamp: ���SED aR�y/l V� ctV'-E <'O_��r -2269-2 'EN. 4-30-OS ,,CC PROJECT#60416.03 CONTRACT # SCALE: 1/16"= V-0" DATE: FEBRUARY 25TH, 2005 TITLE ROOF PLAIN SHEET A 2-3 KEY NOTES THICK SMOOTH FI'N1SH "CEMENT PLASTER OO CLEAR ANODIZED ALUM. FRAME ASURELITE GLASS @SOUTH AND WEST ELEVATIONS C CANOPY IN FOREGROUND 0 PAINT DESIGNATED PANELS 'W/ COLOR ''F' (D`GALV. SHEET METAL COPING �7 CONTROL JOINT, SEE DETAIL 1 /A... LINE 'OF ROOF BEYOND $�F Q1NN " DASHED 5 ' 'n ®SURFACE MOUNTED LIGHT F)XTURE;1,iV1ODEL.#BL-49, NA FINISH BY ALLSCAPE 10 SCUPPER' CD OVERFLOW SCUPPER~v������ti�t V� y s� WET LEV. 8B EAST "WING COURTYARD - WEST ELEVATION SCALE: 1/8"=1' 6B EAST WING COURTYARD - NORTH ELEVATION SCALE: 1/8"=1'-0" 6�7 2APET :LEV. 7B WEST WING COURTYARD - SOUTH ELEVATION SCALE: 1 /8"=1'-0" WEST WING COURTYARD - EAST ELEVATION �� SCALE: 1/8"._V-0" T TOP OF PA — 4:: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � I s o "z WEST WING EXTERIOR - SOUTH rS '14244TN'STREET"SUITE 403 SANTA MONICA, CA 90401 TEi.'31V 394 3500 FAX. 310 394 3700 LEV. PILL BRAWN REVIEWED REVISIONS architect's stomp: E,D AR�y�T \n 2APET N * C-22692 REN. 4-30-05 Q• :LEV. WET FIN. FLOOR ELEV. ELEVATION SCALE: 1/8"=1'-0" CO 4 7 3 4 T ) %N TOP OF PA ----- ----- ---------------------CC7 tj LE 0 Z C�7 Q 4 TOP OF PA �,--�- ---] 4 — — — — ----------- ----------------] o o in FIN. FLOOR EAST WING OUTSIDE - NORTH ELEVATION : 1/8"=T' 0" SCALE :LEV. 2APET FIN. FLOOR ELEV. WESTMING EXTERIOR -WEST ELEVATION CT� CT� SCALE: 1 /8"=1'-0" T F F WET M IN LOOR ELEV. EAST WING -EXTERIOR - EAST ELEVATION SCALE:1/8"=V-0" i� LJ Lu CMD Lu rr CMD V � CD PROJECT # 60416.03 CONTRACT # SCALE: DATE: FEBRUARY 25TH, 2005 TITLE EXTERIOR ELEVATIONS SHEET A -3a l STATE OF CALIFORNIA COAST South Coast Area OKoe 200 Oceangale, Suite 1000 (L OQSRich,&A908024302 PLAtSNI C DEPARTMENT CITY OF NFV'In^q'r F�EAOH Page 1 of 2 Date: May 26, 1999 Permit No: 5-99-102 AM MAY 'L 6 1999 PM COASTAL DEVELOPMENT PERMIT 71819 110 1111 1Z 11,213,416 16 On May 11, 1999, the California Coastal Commission granted to Hoag Memorial Hospital Presbyterian Coastal Development Permit 5-99-102, subject to the attached Standard and Special Conditions, for development consisting of: construction of a 209 space parking lot, 2,270 cubic yards of cut and 460 cubic yards of fill, construction of an access road, placement of construction trailers and fenced areas with dumpsters and bins, placement of temporary power poles, and placement of temporary office trailers. More specifically described in the application file in the Commission offices. The development is within the coastal zone in Orange County at One Hoag Drive, Newport Beach (formerly 4000 West Coast Highway). Issued on behalf of the California Coastal Commission on May 26, 1999. PETER DOUGLAS Executive Director ACKNOWLEDGMENT By; Title: oastal ijr' gram Analyst The undersigned permittee acknowledges receipt of this permit and agrees to abide by all terms and conditions thereof. The undersigned permittee acknowledges that Government Code Section 818.4 which states in pertinent part, that: "A public entity is not liable for injury caused by the issuance ... of any permit ..." applies to the issuance of this permit. IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT WITH THE SIGNED ACKNOWLEDGMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE. 14 CAL. ADMIN. CODE SECTION 13158(a). Date Signature of Permittee Please sign and return one copy of this form to the Commission office at the above address. ASTAL DEVELOPMENT MIT No. 5-99-102 Page 2 of 2 STANDARD CONDITIONS 1. Notice of Receipt and Acknowledgment. The permit is not valid and development shall not commence until a copy of the permit, signed by the , permittee or authorized agent, acknowledging receipt of the permit dnd acceptance of the terms and conditions, is returned to the Commission office. 2. Expiration. If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application. Development shall be pursued in a diligent manner and completed in a reasonable period of time. Application for extension of the permit must be made prior to the expiration date. 3. Compliance. All development must occur in strict compliance with the proposal set forth in the application for permit, subject to any special conditions set forth below. Any deviation from the approved plans must be reviewed and approved by the staff and may require Commission approval. 4. Interpretation. Any questions of intent or interpretation of any condition will be resolved by the Executive Director or the Commission. 5. Inspections. The Commission staff shall be allowed to inspect the site and the project during its development, subject to 24-hour advance notice. 6. Assignment. The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit. 7. Terms and Conditions Run with the Land. These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee to bind all future owners and possessors of the subject property to the terms and conditions. SPECIAL CONDITIONS: 1. Drainspe Plan Prior to Issuance of the coastal development permit, the applicant shall submit, for the review and approval of the Executive Director, a drainage plan which incorporates best management practices that will reduce the extent of pollutants introduced Into the storm drain system. The drainage plan shall include, but not be limited to, trash racks or bars, filter strips, provision for periodic cleaning of the paved parking lot surfaces, and routine clean -out of on -site catch basins. The applicant shall comply with the approved drainage plan/best management practices. Document2 Printed on May 26, 1999 my/lm 6.99.102 consent W APPLICATION FOR "A*VAL IN CONCEPT" NO. CITY OF NEWPORT BEACH FEE:, r APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH - As required for permit application to the California Coastal Commission pursuant to California Administrative Code, Section 13210 and 13211. Property Address: 61 r1��ri f (�i 1 ✓e General Description of Proposed Legal Description: �/,'1 Zone: u 77tt Applicant's Mailing Address: k ��;, 1✓ f'tl�C J Applicant's Telephone Number: DO NOT COMPLETE APPLICATION BELOW THIS LINE The I have reviewed the plans for the foregoing development including: and find 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application; • They comply with the current adopted City of Newport Beach General Plan, Zoning Ordinance, Subdivision //Ordinance, and any applicable specific or precise plans or That a !� has been approved and is final A copy of any variance, site plan review, resubdivision, use permit, or other issued permit is attached together with all conditions of approval and all approved plans including approved tentative tract maps. On the basis of this finding, these plans are approved in concept, and said approval has been written upon site plans, signed and dated. Should this City adopt an ordinance deleting, amending, or adding to the Zoning Ordinance or other regulations in any manner that would affect the use of the property or the design of a project located thereon, this approval in concept shall become null and void as of the effective date of this said ordinance. In accordance with the California Environmental Quality Act of 1970, and state and local guidelines adopted thereunder, this development: • Has received a final Exemption Declaration or final Negative Declaration (copy attached). • Has been determined to be ministerial or categorically exempt. :� Has received a final Environmental Impact Report (copy Attached). All discretionary approval legally required of this City prior to issuance of a building permit have been given and are final. The development is not subject to rejection in principal by this City unless a substantial change in it is proposed. This concept approval in no way excuses the applicant from complying with all applicable policies, ordinances, codes, and regulations of this City. Date: D fI % PLANNING DEPARTMENT Attachments PATRICIA TEMPLE, Director By,L= .•,/.(.n \.Ji � :� '�"mod i NOTE: No building permit will be issued until approval is received from C.C.C. PA In F:\PLANNING\USERS\FORMS\APRLCONP.DOC Rl 9098 `1 MAR 10 la CITY OFNhWrUHl'BEACH vNlNx. �,xo pV�NUE 9UPEglOq . j v,a,xr i,xo ' i/ VIEW PARK n,nx�xa w, r mll CONDOMINIUM . enenioa CONDOMINIUM nw _______ ________ rc�_.____________ MUgr,NaM'AIN ✓J" We CCEa3 g7gLL TMEe $ � P A O fpIC HfQHM'AY LOWER CAKIPLIS SITE STAGING AREA TAYLOR I ASSOCIATES nl� ..ren"x, J W*H I South Coast Dietriot OYiiow oV �9-1n- Ve it NO. S4rs �.LL l >FB HOAG HOSPITAL - 9 9-102 RECE1"lE- South Coasi Region QN> MAR 12 'Iyy9 CALK '"sl COASTAL CG . • •:-SION 4; r ,i 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 (NBMC), 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 DERIVED FROM SUCH RECORDS ARE SHOWN ON THE PLANS. THE SERVICE CONNECTIONS TO THESE UTILITIES MAY OR MAY NOT BE SHOWN ON THE PLANS. THE CON- TRACTOR SHALL MAKE HIS OWN INVESTIGATIONS, INCLUDING EXPLOR- ATORY 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. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES AND SERVICE CONNECTIONS WHICH MAY BE AFFECTED BY 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. ELEVATIONS SHOWN ARE IN FEET PER U.S.C. 8 G.S. MEAN SEA LEVEL- O.S.C. DATUM. 5. STREETS IN CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES. 6. TRAFFIC CONTROL FOR THIS PROJECT SHALL BE PER THE "WORK AREA TRAFFIC CONTROL HANDBOOK" IW.A.T.C.H.I 1985 EDITION. T. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 8. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 9. 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). - 10. NOISE, EXCAVATION, DELIVERY, AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE (NBMC). 11.A STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 12. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 13. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPER- ATION. 14. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE INBMCI• 15. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 16. 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. 17. 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 18. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROJECT MITIGATION MEASURES AS REQUIRED BY CITY ORDINANCE. 21. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS. 23. ALL CONCRETE SHALL BE CLASS 560-C-3250, TYPE 5. 24. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF NEWPORT BEACH AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE CURB e GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE IT'S COMPATIBILITY WITH EXISTING CONSTRUCTION. PAVING NOTES I. ALL TRENCH RESURFACING SHALL CONFORM TO CITY OF NEWPORT BEACH STANDARD DRAWING STD-106-L. 2. 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. 3. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION, AND UNYIELDING PRIOR TO PLACEMENT OF AGGREGATE BASE AND APPROVED BY THE SOILS ENGINEER. 4. AGGREGATE BASE SHALL CONFORM TO PROVISIONS FOR UNTREATED BASE AS STATED IN THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 5. AGGREGATE BASE PLACEMENT SHALL BE APPROVED BY THE SOILS ENGINEER PERTINENT TO COMPACTION, MINIMUM 95% RELATIVE COMPACTION, AND CONFORMANCE TO DESIGN THICKNESS(ES) PRIOR TO PLACEMENT OF ASPHALT CONCRETE. 6. TACK COAT AND ASPHALT CONCRETE SHALL CONFORM TO PROVISION AS STATED IN THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 7. PLACEMENT OF ASPHALT CONCRETE SHALL BE INSPECTED AND APPROVED BY EITHER A REPRESENTATIVE OF THE SOILS ENGINEER OR A QUALIFIED PAVEMENT INSPECTION SPECIALIST RELEVANT TO EQUIPMENT USED, TEMPERATURE OF LOADS, AND DEPTH OF DENSIFIED ASPHALT CONCRETE, USE RUBBERIZED ASPHALT. 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN TEMPORARY EMPLOYEE PARKIlVG PA,VING LOWER CAMPUS PROJEC' LOCATION MAP NOT TO SCALE SAWCUT NOTES 1. ALL CUTS TO BE PERPENDICULAR TO SIDEWALKS AND CURBS. 2. ALL CUTS TO BE AT SCORE LINES, WHERE THEY EXIST. SOILS REPORT GEOTECHNICAL INVESTIGATION, FINDINGS, AND RECOMMENDATIONS BY LAW/CRANDALL ARE CONSIDERED TO BE PART OF THESE PLANS. SEE REPORTS DATED 5-20-91, 3-9-95 AND SUBSEQUENT LETTER RECOMMENDATIONS DATED 8-15-95 AND 1-5-99. n D LOT I' I : NOTICE TO CONTRACTOR -SYMBOL LEGEND ABBREVIATIONS EMERGENCY TELEPHONE NUMBERS CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY .ACCEPTED a� POWER POLE -- -- PROPERTY LINE FS Finished Surface NTS Not To Scale AGENCY NUMBERS CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME TC Top Of Curb D/L Daylight Line SOUTHERN CALIFORNIA GAS COMPANY 634-0251 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF EXIST. MANHOLE - - - - - - EXIST. CURB CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: _. cc FL Flowline LP Low Point SOUTHERN CALIFORNIA EDISON COMPANY 896-0221 THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED • - I---L--- CENTERLINE GB Grade Break HP High Point PACIFIC TELEPHONE COMPANY 611 To NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES TO AX FIRE HYDRANT CITY OF NEWPORT BEACH (UTILITIES DEPT.) 644-3011 DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL FG Finished Ground EP Edge Of Pavement LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS -EX 8"S- EXIST SEWER LINE COUNTY SANITATION DISTRICTS 962-2411 PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES- �- WATER VALVE EXIST Existing CONC. Concrete COMCAST CABLEVISION 542-6222, SIONAL. - EX 8"W - EXIST WATER LINE EX Existing MH Manhole 542-3975 AFTER 6:00 PM Q= EXIST. BLOCKWALL FH Fire Hydrant CB Catch Basin I (RETAINING AND/OR SCREEN WALL( - _-G- - - GAS LINE INV Invert S Sewer UNDERGROUND STRUCTURES PP Power Pole W water -SP--- SPRINKLER SYSTEM -E- POWER LINE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS C.Y. Cubic Yard SO Storm Drain AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROX- STREET LIGHT T.S. Top of Slope E Underground Electric IMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PRO- -1- 43.26 EXISTING GROUND CEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND ELEVATION T.W. Top of Wall TEL TELEPHONE LINE 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 UTILITIES 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. �^ MARSHALL LEW DATE r ? BENCH MARK: BASIS OF BEARINGS: SOILS ENGINEER OWAIER'by o ELEVATIONS THIS PLAN PER COUNTY THE BEARINGS SHOWN HEREON ARE BASED LAW /CRANDALL HOAG MEMMORIAL HOSPITAL PRESBYTERIAN DAgV ID) A "I HEREBY CERTIFY THAT THIS PLAN WAS OF ORANGE, CALIF. B.M. NB 2-7-77 PR ARED UNDER MY SUPERVISION" ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE LINE BETWEEN ORANGE COUNTY 200 CITADEL DRIVE ONE HOAG DRIVE ; ON THE SOUTHERLY SIDE OF PACIFIC SURVEYOR'S HORIZONTAL CONTROL POINTS LOS ANGELES, CA 90040-1554 P.O. BOX 6100 1 e / COAST HIGHWAY, ABOUT' 400 FEET "GPS 6261" AND "GPS 6284" BEING NEWPORT BEACH, CA 90040-6100 EASTERLY FROM BALBOA BOULEVARD N 16"10'09" W PRELIMINARY. I DAVID A. BOYLE R.0 8559 DATE (OR SUPERIOR AVENUE) ON THE ,SOUTH- CONTACT: MARSHALL LEW CONTACT: LEIF THOMPSON IEFi(taII�f1�1-EIRIIL�YC� DATE BY DESCIPTION APP'D WEST CORNER OF A 7x4.5 FOOT CATCH 2098 S. GWID ays 4V SWA An CA 92705 LIC. EXP.' 6-30-01 CALL TOLL FREE BASIN, THE CAP' BEING 4.2 FEET, BACK PHONE: 13231 889-5300 PHONE: 19491 646-8901 Sam A 714-957-5144 1-800-422-4133 OF THE CUIRB FACE, SET WITH EPDXY. AutOCAD Flle:\Hoag-Hospital\Parking-HI7-33\Park-Lot.dwg BEFORE YOU DIG REVISIONS ADJUSTED 1986, ELEVATION- 6.561 J.N. H17-100-33 Date Of Dwg.: Feb.24, 1999 2 " No. 18559 * E)T.6/30/01 j * z ADAMS AVE CITY OF COSTA MESA VICTORIA 19TH I ST. r ORANGE COAST COLLEGE ORANGE CO. FAIRGROUNDS W o: Jo LL 0� ST. UPPER WPORy- BAY CIT i� OF INEWPI 1BEA( , ORr r- ALBO l _ LB O �/��� ISLAND AL BO BAY - v \ PPiV�jys� O IN IICATEOWNON AREA LOCATION MAP �F41V VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES lO-CONSTRUCT 3"A.C. OVER 4"A.B. IN PARKING AREAS (STRUCTURAL SECTION TO BE CONFIRMED BY SOIL ENGINEER) (CONSTRUCT 3"A.C. OVER 10"A.B. IN DRIVE AREAS ISTRUCTURAL SECTION TO BE CONFIRMED BY SOIL ENGINEER) 3O-CONSTRUCT 6" ASPHALTIC CONCRETE CURB, TYPE E, PER CITY OF NEWPORT BEACH STD-183-L (SAW CUT AND REMOVE EXISTING CONCRETE CURB, SIDEWALK, PAVEMENT AS REQUIRED. (REMOVE EXISTING CONCRETE DRAINAGE APRON''AND CONSTRUCT CONCRETE TRANSITION FROM CONCRETE DRAINAGE SWALE (DETAIL "A') TO CONCRETE "V" DITCH &- SAW CUT AND REMOVE EXISTING CONCRETE "V" DITCH `'_TRANSITION ASPHALT PAVEMENT TO JOIN EXISTING CONCRETE "V" DITCH (JOIN EXISTING (REMOVE EXISTING ASPHALT PAVEMENT 10 PROTECT IN PLACE II CONSTRUCT 16'-4" x 9'-0" CONCRETE PAD WITH NO. 4 REBAR AT 12" O.C., E.W, SEE DETAIL "B" FOR TYPICAL SECTION 12 RELOCATE / REPLACE EXISTING IRRIGATION SYSTEM AS REQUIRED 13 RELOCATE EXISTING TELEPHONE PEDESTAL 14 CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD-181-L-A8B CASE H 15 CONSTRUCT CONCRETE DRAINAGE SWALE PER DETAIL "A" I6 4" SOLID WHITE STRIPING 17 6" SOLID YELLOW STRIPING IB SAND BLAST/REMOVE TWO PARKING LOT STRIPS 19 6" SOLID WHITE STRIPING 20 CONSTRUCT ACCESSIBLE PARKING SPACES AS SHOWN PER THE CALACS ACCESSIBILITY STANDARDS INTERPRETIVE MANUAL, SECTION 3107A, 1993 EDITION AND PER DETAIL "D" 21 INSTALL SIGN, PER DETAIL "C" y NPT. CONSTRUCTION NOTES: (EROSION CONTROL) lQ CONSTRUCT SANDBAG DIKE ONE (1) BAG HIGH 2❑ CONSTRUCT SANDBAG DIKE TWO (2) BAGS HIGH RD. CITY OF IRVINE EARTHWORK: CUT= 2,270 Cubic Yards FILL= 460 Cubic Yards EXPORT= 1,810 Cubic Yards PAVEMENT/CURB: 3"A.C. OVER 4"A.B.= 29,220 Square Feet -= •- �m- ` 3 A.C. OVER 10„ A.B.= 58,350 Square Feet Via. cl'a:lALricr.;;:,- n e7 j 6" ASPHALTIC CONCRETE CURB= 2,860 Linear Feet �i th Coast Region So °L,4NNlN '�nq'-�1Eiil' 7 MAR 12 1999 By _ _Dates v CAUFORNIA COASTAL COMMISSION MAU HOAG MEMORIAL HOSPITAL PRESBYTERIAN SHEET TEMPORARY EMPLOYEE PARKING LOT South coaras 00 9 �� li o 2 GRADING / PAVING PLAN pew t, °• By i 12i� OF SHEETS IL Daises t 1 �QiFH ^ SUPERIOR '/.,G + 00 % MH MHe_: ,FH •• FH ° -FH MH MHc, i� CITY LINEAR- 1� + �i _ MH + FH FH + PARK MH MH ,.MH MH ___ CITY LINEAR PARK N I W _ Y MH :::, CITY - _ _ _ LINEAR _ r / ah F5 EXISTING SLOP � - - - - - - - r IIr IIr IIr jII I \ SOP yTtAK PARKING LOT p PER PHASE I G - -_ __ _ PARK - - - - - - - _ - - - - - - � _ _ _ __ -_ -_ __ EX TOP °F SLOPE F 0 \ 37- �A 60 3 �� F5 LAN, REVISION 6 GRADING AND EX TOP�� _ _ _ ° \ c LOWER OF SLOPE - N 4p 10 z O +�5ts ���24Z.JL�L_ CAMPUS----------------------------------------- _______ -_ ____-_ - �OTc v} 4a \\ \ II 6/2 2jC 47.02 µh. - ____„_ p,h- a0� �,�4y - - � - - - - �' EX TOP OF SLOPE EXISTING SLOPE PER PHASE I GRADING AND 4�2pF - 3. 7 4 8 G <e s I �"4�tb aa6�G PARKING LOT PL EVISION OWPUSR ER CAMPUS gg2� g?SST g223F?TC H EXCURBa GUTTER EX TOP OF SLOPE R732 __ ______-_ CATCH E AN 6 L 6L E EX S j �y7-dZ___ 9 + 46.52 F 9 __-____•_ - 4�_4` b0 Z g/ ?c�' g gp • pJ- 3 •9Xs C S 2 Ag\S 9 -_ ______ _ _� 3 F ____. a"`' \o .�V � O� Q g ,� dg9 12 3 pd •so c ..........- �o- - _.-�8'r, -2 a d� 0hhj< F gp + w 5 G 'n N 2 4 AA• •I '---I•,AL7aEX TOE OF a�. '7 3 ^r 90 O,�. TC, g 1 F .............. -' ' . S -_______ `� .i' 3B�62T 3es2TC - a ,i S `�9 ' 2 9 /' __ 3F " FS _ u' � 4j\F 14 36.49 _ - ' •- - SLOP ti• R S G g0 '`�/ 3 3 p/ 3 9/g `�� gT •6 3 'pB C 2,t� C .�.• S _ 'Ir Oj, 13 F,G + 37. J 35 6 +. 43.24 ..H, FJ.C" - -- -_ _ --- _ .__ -- � � - "-___ - - _•_'- 'GB 9 •dj/. C •6g •6g C F ( 3 'B9 rC �'/' C 2T__-.-- - p _ -' _ � -' 46.54 2.3/e �� I _ A ES •-- - + 42.47 ---� I Ag Ss r? + 43.5--_______,- � - - - •°-40,rSJ'' � 88 `r � 'o _ ____ ____ _ ____ a -- 1 __ u! � 39.12 --F 66 + 39 6 + 39.79 -- -4/.3 ar 41, �42 58 `�92 35.45 c E R2g2 I a-i-4.7.a5 91/ 3.56% o - I _ _ = - kao.ls _ ... ---- --•- 53 _ � S + 41.63 ----- - I 5 I - - -- -- -'�' Ta' --• ----� ' -� J F _+2� / 0 0 341.2 -------------- --C--- ----- -- g8 •__•' - '<VOO ! F_ g3; . 39.83 rn •__ __ -X �� - %3 F• F 11+ 4 3 0°I-e 4 / m N OF � I � �' c` 0 N �" I Q �;'-------------- -3 ---- - Og � 3 F F n � scoPE�R�. 5 5 I o�`y 2 F - - 4.42 + 42.13 Fa' _ - g ,i o 5 .� a° 5 + 41.0 p\� K 9 - _.'.-'-_______ - - -� -� -� X P SLOPE - - - -O . M ��� + 3 .22 � 15 ��7 . " 38 94 � + 39 73 U' o F 2 Lai 3 ti _ nj0"y5 3 � 'v 4 --- ' �+ �'�}-iObS cP .0 � i0 OF vi o Q Y J7 � y 'O p FSNe ory WNGEgR k co o �- o try FOB H S 1. 'c o sF i�� .� Oc� •6'i� 2mn� 32.9 '1 �� .�; Oa '�5� 3%� � Tn aT �%� n t�Ni� �C +M�. _ EXIS>!NG S 1 as - I a �h / s s s s s n s __•__•__•�� N� .. PARKING LOPE PER a$az - '/ __ : 1 t`F I I. 15 LA 1 _ °- - l� 68 %''coo .a > v'. N LOT PHASE 3 �F-u.g� _ - -° - o c 1 a�' S I 3� \ e. �a -f __ a v� _ I'a� 1 'r` [' EX TOE OF SLOPE m'S .. ... ! P N, REVISI N 6GRLpWERA�gMPUS A X TOP ° ivt .tyA s t�o�Jc '� �o�� �o FS N� g6 s2r5 , M M.2�3s 3 r v^ + 2s.42 `I oa 'f 29.54 SLOPE "'F ._ , F5 O 41. a.(�Oe F ^� !4 .ib'•12f g"35.94 + 29.4 i°'a 201e _ 3 E e `�� 2 O❑ p ((P 5 X SWgLf 4 �o 40.94 "--__ _ � J -------- 10 ARKI N1 A�E� 3.1/ v + 24.94 NG L .. S ... I 4 8 .6 cr H � y --_a e° .87 3 M r�cr: / /- -- � 25.65 �,v, C, T EX 1- w f o a ,\ m LOT ROAD ��� 9 ad �NMmo3o� rroo -�.si // .. CCESS M o 0 o rn a v� o 9 u n / :\ ❑ O EX A BEGIN 3p, > O 3 + 23.72 RT, CURVE m s oTo' NCB A T ENO OF s V m _ EX. SPLAS m B SvoeF CHIL D ... H WALL V.CAR / (06 CEN rE 2 4 8 2 `� 1 V I M CJ G ' p + 21.31 21.26 FH - - _ EXISTING PARKING o ' = - _ `•� �� o. a^` LOT �Q Q � - - - ��Ro FH I I a WE _ � ---- I I EST _ _ + 14.85 _� - .02 • • A G -� DRIVE +6.e9 COAST - -- _ _ SHUTTLE STOP -_- 40.0' VARIES -�.� SHELTER • �• J 1 o + 19.93 LIT 14.5' 14.5' LIT - --- CONSTRUCTION NOTES END A.C. PARKING AREA DRIVE AREA o z PARKING AREA END A.C. 1.6T Oj O QI 1.6T N7g 38'IS'yy SCALE:("=40' END A.B. o r gg>'s END A.B. �J _� OI -CONSTRUCT 3'A.C. OVER 4'A.B. IN PARKING AREAS CD o~ 5 PROPOSED FINISHED yo G+ o w ? 3/popTC ► !I rJHW /1 �( - - (STRUCTURAL SECTION TO BE CONFIRMED BY SOIL ENGINEER( n° o`� `N SURFACE N ti 5 n p n n J /-1 j ° EXISTING GROUND ap w 20e% �' " m " EXISTING GROUND �. O2 -CONSTRUCT 3"A.C. OVER 10"A.B. IN DRIVE AREAS (STRUCTURAL SECTION TO BE CONFIRMED BY SOIL ENGINEER) ---------------- 17" MINIMUM (3)-CONSTRUCT 6' ASPHALTIC CONCRETE CURB, TYPE E, PER CITY OF SECTION A -A 22' NEWPORT BEACH STD-183-L SCALE: I"=10' HORIZ. H VERT. UNAUTHORIZED VEHICLES PARKED 18' PARKING SPACE 4' WALK _SAW CUT AND REMOVE EXISTING CONCRETE CURB, SIDEWALK, PAVEMENT IN DESIGNATED HANDICAPPED SPACES AS REQUIRED. NOT DISPLAYING DISTINGUISHING NOTES: PLACARDS OR LICENSE PLATES L EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL ISSUED FOR PHYSICALLY DISABLED 5a-REMOVE EXISTING CONCRETE DRAINAGE APRON AND CONSTRUCT CONCRETE PERSONS MAY BE TOWED AWAY AT z TRANSITION FROM CONCRETE DRAINAGE SWALE (DETAIL "A") TO CONCRETE DISABILITIES SHALL BE INDENTFIED BY A REFLECTORIZED SIGN OWNER"V" DITCH 'S EXPENSE. TOWED VEHICLES � 40.5' VARIES 27.5 PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE MAY BE RECLAIMED BY TELEPHONING Jo Jo FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW NEWPORT BEACH P.D. AT 644-3282 N 14.5' 26' 34't 26' � 14.5' 1.17' OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE 6 -SAW CUT AND REMOVE EXISTING CONCRETE "V" DITCH 'ARKING AREA DRIVE AREA z PARKING AREA DRIVE AREA z O END A.C. C.V.C. 22511.8 0 2 PARKING AREA BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQ. O O o, Z O 13' 13, 1 1746v 7' INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE 7a-TRANSITION ASPHALT PAVEMENT TO JOIN EXISTING CONCRETE "V" DITCH C. J C7 W OPOSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM BOTTOM OF o Y Y J �gp/ . SIGN TOTHE PARKING SPACE FINISHED GRADE. (8)-JOIN EXISTING w w o PROPOSED FINISHED F o0w a w o N pb r:' �; 96gC 2. THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL VLETTERING NOT LESS THAN DETAIL "Elln n n n SURFACE y �q• �, ri ri n n no'�5 n D Os%SHALL HAVE A SURFACE IDENTIFICATION GRAPHIC DUPLICATING PIN HEIGHT o-REMOVE EXISTING ASPHALT PAVEMENT 0.75% " m " " °' L EXISTING GROUND EITHER OF THE FOLLOWING SCHEMES: NOT TO SCALE 10 PROTECT IN PLACE a. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR II CONSTRUCT 16'-4" x 9'-0" CONCRETE PAD WITH NO. 4 REBAR AT SECTION B-B SUTIABLE CONTRASTING COLOR OR PROFILE VIEW DEPICTING A 12 O.C., E.W. SEE DETAIL 'B' FOR TYPICAL SECTION WHEELCHAIR WITH OCCUPANT; SCALE: I"=10' HORIZ. 8 VERT. I b. BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH p=80'I2'S5' 12 RELOCATE / REPLACE EXISTING IRRIGATION SYSTEM AS REQUIRED OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW R°(zoo' SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC L=16.80' (a -RELOCATE EXISTING TELEPHONE PEDESTAL ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED NOTE: SIGN SHALL BE POSTED IMMEDIATELY ADJACENT T=10.11' TO AND VISIBLE FROM EACH STALL. Noe w 14 CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD-181-L-ABB IN THE SPACE AND SHALL BE 36 INCHES HIGH BY 36 INCHES WIDE. 2.93' z.93• (LOCATE GRAPHIC AT REAR OF PARKING SPACE.) STA 3.46.06 ACCESS RD- CASE H DETAIL..C,. 7131 STA PARKING LOT N80.54,35• �� �� 5T•E - N01'42'28"w 15 CONSTRUCT CONCRETE DRAINAGE SWALE PER DETAIL "A" 17 TYPICAL W 366.01'DETAIL 17 TYPICAL N7813 22,64' NOT TO SCALE NOT TO SCALE o=94'12'44" 16 4" SOLID WHITE STRIPING 212.34' \06T'9 R=25.00' - NO PARKING NO3'29'54"E p9,O E r• L=41.11' TURN AROUND AREA Nz9'10'Sg•;y 2•p639 N NTc 17 R`Z5 STA 3.23.42 T=26.91' I7 6' SOLID YELLOW STRIPING n S , GVF. Pj EC A=24.13'54" - 290.11' N87.46'19`W - 226,72' N87'06'15`E - 239.98' �, ^'� R=46.52' 6' , L=4s.52' IB SAND BLAST/REMOVE TWO PARKING LOT STRIPS \s ryP a 6s 16 TYPICAL �iq•�.� 4 19 T�•Tf - TYP R_25 10400' TYPICAL 17 R_25 T ^� �k0�66• T=23.61' � I I. y N83'29'S4'E 16 TYPICAL s '` "' o=20•25'49• 19 6" SOLID WHITE STRIPING M N87.4fi'19"W - 332.66' 16 TYPICAL ro y9O R=97.50' a, STA 9-65.05 1^ STA 6,3239 STA 5.60.82= R-25 O 2"3 L=34.77' 20 CONSTRUCT ACCESSIBLE PARKING SPACES AS SHOWN PER THE CALACS ANGLE 32. STA 5- 0 WEST CNTL N87.08'15"E - 242.00' STA 3.90.39 N 11 n StP T=17.57' N ANGLE PT. 170.43' N ANGLE PT. 49,Ot"E gG ACCESSIBILITY STANDARDS INTERPRETIVE MANUAL, SECTION 3107A, 1993 EDITION ryP 16 TYPICAL R-3 N N87 08'I5"E - 79.96' N89'26'27"W - 96.13' N88'01'39'E - 73.21 N88'33'49'E N1V5p39 °=3919Is AND PER DETAIL °D' 37.29' R=25.00' 16 TYPICAL 17 TYPICAL 401 0=39'36'03' 21 L=17.16 ZI INSTALL SIGN, PER DETAIL "C" N79•Ip'Sg.W a TAR F/qF R=110.00' 17 TYPICAL 20 T=8.93• 451.69' ! Sy° N/NG lA L=76.03' �, Az13.56'5O. T=39.6 17 TYPICAL n SEE DETAIL "En R=122.50' F R F p=39'll'31' n iO ro L=29.82' 3'-0• mac" 9 ip _ o = T=14.98' s R=200.00' o N n ^ r'--� � s a N87.46'19, R=3' d 17 Py`,o�o t'tQ T=71.20' - �o m:' - PROPOSED 1'-6" - 9.33' 44.3T a'-TYP oo, `" TYPICAL LIP 'm w 0=44'41' N e a R=79.50' m w -a p TYPICAL 17 a� 16 �� L=62.01' N, PAVEMENT? - (RADIUS= 3/8" A=151.08'47' R=3 ',� 3 M u T=32.68' Il - 16'-4' x 9'-0' R=4.00' TYP , - P-6' 13'-4" x 6'-0' 1'-6" T=15.55' N77.4>01^ a �3 PROPOSED BUS SHELTER 39.36. W A=44.16'58' 49,0E CONCRETE PAD, SEE DETAIL '8' TYP LEVEL TYP 1/8" PER FOOT N70•26'35•E N87 46'19`W R=120.00 N,c a TYP. ALL AROUND 1732 R=25.0024, 3281' L=92.75' PROPOSED PAVEMENT iv1. io F L=13.86' R=10000IT T=48.83' o PROp05fO GORB r`Nx PROPOSED PAVEMENT T=7.12' T 8.74 2.00' 21.a9' NTt535OE 3' TYP CL. az29' DETAIL B NO.4's AT 12" D.C., E.W. SCALE:I"=40' BUS SHELTER PAD SURVEY CONTROL /STRIPING PLAN BUS SHELTER CONC. PAD LOCATION SCALE:("=40' NOT TO SCALE NOT TO SCALE BENCH MARK: BASIS OF BEARINGS: SOILS ENGINEER OWNER by ELEVATIONS THIS PLAN PER COUNTY "I HEREBY CERTIFY THAT THIS PLAN WAS 4g�FESSI�N OF ORANGE, CALIF. B.M. NB 2-7-77 THE BEARINGS SHOWN HEREON ARE BASED LAW / CRANDALL HOAG MEMMORIAL HOSPITAL PRESBYTERIAN DIEU ID I& 9� PREP ED UNDER MY SUPERVISION" c� ALAN� ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE LINE BETWEEN ORANGE COUNTY 200 CITADEL DRIVE ONE HOAG DRIVE ON THE SOUTHERLY SIDE OF PACIFIC SURVEYOR'S HORIZONTAL CONTROL POINTS LOS ANGELES CA 90040-1554 P.O. BOX 6100 COAST HIGHWAY, ABOUT 400 FEET "GPS 6261" AND "GPS 6284" BEING NEWPORT BEACH, CA 90040-6(00 9� a Q No. 18559 EASTERLY FROM BALBOA BOULEVARD N 16°IO'09' W PRELIMINARY. z5' (0R SUPERIOR AVENUE) ON THE SOUTH- IEFTC�IIFTIETEIRIIF�CG DAVID A. BOYLE R. 18559 DATE 6/30/01 DATE BY DESCIPTION APP'D WEST CORNER OF A 7x4.5 FOOT CONTACT MARSHALL LEW CONTACT: LEIF THOMPSON CATCH 2O98 S. CRAND APB• SANTA ANA CA 02705 LIC. EXP. 6�30-01 `I'?' CIVIL CALL TOLL FREE BASIN, THE CAP BEING 4.2 FEET BACK PHONE (323) 889-5300 PHONE: 1949) 646-8901 suTrs A 7irs57-s14t 9T p4 1-800-422-4133 OF THE CUIRB FACE, SET WITH EPDXY. AutoCAD File:\Hoag-Hospital\Parking-H17-33\Park-Lot.dwg �� (Ati1� BEFORE YOU DIG REVISIONS ADJUSTED 1986, ELEVATION= 6.551 ,•N. H17-100-33 Date Of Dwg.: Feb. 24, 1999 FA EXISTING GROUND 0=88.50'31" R=25.00' L=38.76' T=24.50' Ec NO. 3's CONTINUOUS FLOWLINE ELEV. ° p=35.56'OB' N0. 4's 0 18' Rz122.50' PER PLAN O.C. L=79.83' T=39.73' DETAIL A ' ' =35.56'OB° R CONC DRAINAGE SWALE - , =97.50' I � p=35'S6'OB" L=61.15' R=110.00' -- T=31.62' L=6899' NOT TO SCAL CITYOF�;n('PORTp�,C - T=35.67' APPROyAL I;r� N STA 1,00 BEGIN ACCESS Rp 12fiLr �F..., ,' "' '�•':..i •, 441 '- srA N09.59'45"E B.C. �0$ .I ii"IC;� »� .. •..' 5.00' ^r i.�c, "p .. . �, HOAG MEMORIAL HOSPITAL PRESBYTERIAN ' "r..„ ' "}0'sa''o SHE Cs;s'� ar ,o'J, t PLA4;1r?,�: j"o 1e7 CCi..,::10 i5 f9CE,i'Bd li OR7 A871;IEN1 �' gy ic TEMPORARY EMPLOYEE PARKING LO'oS a GRADING / PAVING PLAN Permit E _- By6 OF SHEETS pate