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HomeMy WebLinkAboutDR 1998-15 (Development of 21800 & 21810 Copley)C I T Y O F DIAMOND BAR COMMUNITY DEVELOPMENT Clear Form Cn t I F 0 A NIA PROJECT FILE CHECKLIST Instructions: This form is to be used when closing out project files. Please complete electronically and include this form as the cover page prior to scanning. Project Name: Planning Case Number: Street Address: MR) APN: Lot Number: 2,7- Tract Number: 374-71 Parcel Map Number: Key documents to be scanned in the following order: Planning Application Approval / Denial Letter Relevant Correspondence Final Signed Resolution Agenda and Minutes Staff Report and Resolution (including all attachments to the staff report) Plans Approved Architectural Conceptual Grading Approved Landscape Approved Fuel Modification Covenant Signed Affidavit City Attorney Correspondence Project Manager's Signature: Date: CITY OF DIAMOND BAR COMM' TY DEVELOPMENT DEPARTMENT 21660 E. t opley Drive Suite 190 909)396-5676 Fax (909)861-3117 VARIANCE APPLICATION Record Owner Applicant Name Diamond Bar Associates Opus West Corporation Address CIO AEW Capital Mgmt, LP 2030 Main St. Suite 520 601 S. Figueroa Suite 2150 City Los Angeles, CA Irvine, CA Zip 90017 92614 Phone (213) 312-2611 (949) 622-1950 CascA` t FPL #- Dcposit Roceipt# By Date Reed Applicant's Agent NOTE: It is the applicant's responsibility to notify the Community Development Director in writing of any change of the principals involved during the processing of this case. Attach a separate sheet, if necessary, including names, addresses, and signatures of members of partnerships, joint ventures, and directors of corporations.) Consent: t certify that 1 am the owner of the herein described property and permit the application to file this request. Signed Date All record owners) Certification: 1, the undersigned, hereby certify under penalty of perjury that the information herein provided is correct to the best of my knowledge. Print Name Opus West Cor ration Applicant or Agent) 1_ d,j/ d-,- hate or Agent) Location 21810 East Copley Drive Diamond Bar fLot 22 street address or tract and lot number) Beween Brid a Gate Drive and Golden Sprin s Drive Street) ( Street) Zoning C-M-BE-UIC -HNM Project Size (gross acres) 6-47 Project Density .20 Previous Cases 98-15 Present Use of Site Vacant Land Use applied for Modify the site plan with retaining wall to allow for additional PArkin on site. Domestic Water Source Walnut Valle Water District Company/District Walnut Valley Water District Method of Sewage Disposal Gravity Sewer Sanitation District County of Sanitation District of IA Grading of Lots by Applicant? YES X NO Amount Show necessary grading design on site plan or tent. map) LEGAL DESCRIPTION (Ali ownership comprising the proposed lots/project), if petitioning for zone change, attach legal description of exterior boundaries of area subject to the change.) Lot 22 as per Tract Map No. 39679 in the CountV of Los Angeles as per maI2 recorded in Book 1083 a es 14-23 inclusive of Tract Maps, in the Office of the County Recorder of Said County. Project Site: 56.600 G.S.F. 1 Gross Area No. of Lots Area devoted to: Structures 28,300 GSF Open space 30,000 S.F. Residential project: NIA and Gross Area Proposed Density NIA Units/Acres Number and types of Units NIA Residential Parking: Type Required NIA Provided Total Required Total Provided No. of floors 1. Area devoted to structures = Building footprint 2. Landscaping/Open Space = Landscaping provided within net usable site area. 3. Project size = Gross Building Floor Area. AEW V[A FAX AND US "L March 19, 1999 AEW Capital Managemenr Jefferson E. Hill, Jr. and affiliated entities Opus West Corporation 601 S. Figueroa Street. Swre 2 1. 50 Suite 520 Los Angeles, CA 90017 ',405 2030 Main Street Telephone (213) 689-3111 Irvine, CA 92614 RE: Approval of Plans for Lots 22 Retaining Wall Dear Jeff: This letter shall serve as approval by the Architectural Committee, pursuant to Article V of the Master Declaration of Covenants, Conditions and Restrictions of Gateway Corporate Center, of the plans and specifications submitted by your firm for the construction of a retaining wall for Lot 22. Said approval is based upon review of the following documents: New Conceptual Site Plan and Retaining Wall Layout, dated 3/8/99. Undated Plan View showing dimensions of wall in relation to building and site. As noted in Article V of the CC&R's, owners are expected to develop improvements in conformance with the approved plans and in accordance with the conditions of the city and other governing entities. In particular, please note that the wall height must not exceed 14 feet from finished paving surface to top of wall, and it must be landscaped. Should you have any questions or comments, please contact me at 213-312-2611. S' rely, g-I— Michael Pe p Vice Preside Secretary Gateway Corporate Center Association A California Nonprofit Mutual Benefit Corporation P.lSfi/RBD\aIP1 PFIl\WORn\S8r18P3\199916iFCE{ILLDOC 1 I : "A'! [+4*07-l"M IIIN Q =1k'Eel S:J:16191a In addition to the information required in the application, the applicant shall substantiate to the satisfaction of the Planning Commission, the following facts: A. That the requested use at the location proposed will not: Adversely affect the health, peace, comfort or welfare or persons residing or working in the surrounding area, or 2. Be materially detrimental to the use, enjoyment or valuation of property of other persons located in the vicinity of the site, or 3. Jeopardize, endanger or other wise constitute a menace to the public health, safety or general welfare. Variance is being requested to expand parking on site using_ retaining_ walls. The current city code allows for 8' high retaining walls. This. variance requests some areas of retaining walls to a maximum height of 14 feet. Wall height is measured from finish paving surface at parking area adiacent to bottom of wall. Generally walls will be from 2.5 feet high to a maximum not to exceed height of 14 feet high with the average height being 8 feet. The retaining_ walls will be built at the rear of the project, behind the office building, barely visible if at all to the street frontage. B. That the proposed site is adequate in size and shape to accommodate the yards, walls, fences, parking and loading facilities, landscaping and other development features prescribed in this Ordinance, or as is otherwise required in order to integrate said use with the uses in the surrounding area. The retainirig walls proposed in the variance request are well within the property owned by the Record Owner and requested by Applicant. C. That the proposed site is adequately served: By highways or streets of sufficient width and improved as necessary to carry the kind and quantity of traffic such use would generate, and 2. By other public or private service facilities as are required. Site has access to mass transportation via city bus system and also access to site via Copley Drive (direct access). D. That there are special circumstances or exceptional characteristics applicable to the property involved, such as size, shape, topography, location or surroundings, which are to generally applicable to other properties in the same vicinity and under identical zoning classification. There are slopes at the rear and sides of the property. Without the use of retaining walls, parking on site is minimized. E. That such variance is necessary for the preservation of a substantial property right of the applicant such as that possessed by owners of other property in the same vicinity and zone. Retaining walls have been used in the Gateway Corporate Center project by other owners to maximize on -site parking thereby minimizing the need for street parking. F. That the granting of the variance will not be materially detrimental to the public welfare or be injurious to other property or improvements in the same vicinity and zone. The variance will be consistent with the use intended and zoned for the property. 8' high retaining walls are allowed so the variance only requests an ad'ustment to the height and only in small areas of the property. INSTRUCTIONS FOR COMPLETING INITIAL STUDY QUESTIONNAIRE TO THE APPLICANT: The California Environmental Quality Act (CEQA) requires a review of your proposed project for possible environmental impacts. This Initial Study process is intended to determine the type of environmental documentation necessary to have your project considered by the City. The Initial Study consists of w completed questionnaire and other material which you must provide and an analysis of potential impacts prepared by staff —often with the input from reviewing agencies with special expertise. This process can be expedited with your cooperation. The project file must include the following exhibits, which you must provide (check boxes are provided for your use): Initial Study Questionnaire —In completing this questionnaire, all questions should be answered as completely as possible (attach extra pages if necessary). If requesting a land division, it should be anticipated that future development will take place, and the questionnaire completed accordingly. Preliminary grading and/or development concepts should be submitted, even if no immediate construction is anticiaated. 2. Development Plan with Contours showing: a) the location and layout of the proposed development or possible pad location; b) native vegetation --including the location, spread, health and circumference (measured 4 112 feet above ground level) of any oak trees; and c) existing and proposed landscaping. Vicinity Map of appropriate scale showing the subject property in relation to nearby streets and other significant physical features. Street maps (such as Thomas Guide) in urban areas or U.S.G.S. Quad Sheets in rural areas should be used. (Quad Sheets area available at many map stores or from the Department of the interior Geologic Survey, 300 North Los Angeles Street, Room 7638, Los Angeles —this is the Federal Building in Los Angeles civic center.) Photographs of the site, pad locations and surrounding area. An index map keyed to the photographs should be provided, showing the location and direction of each photograph. 5. Generalized land use map of appropriate scale for the project site and surrounding properties, with uses clearly labeled. Be certain that the project number(s) is on all material (e.g. maps, photographs, questionnaire). FAILURE TO SUBMIT ALL REQUESTED MATERIALS AND TO PROVIDE COMPLETE QUESTIONNAIRE INFORMATION CAN RESULT IN DELAYS IN PROCESSING YOUR CASE. Staff Use Project No. INITIAL STUDY QUESTIONNAIRE A. GENERAL INFORMATION Project Applicant (Owner): Project Representative: Opus West Corporation Jeff Hill - Opus West Corporation NAME NAME 2030 Main Street, Suite 520 ADDRESS Irvine, CA 92614 PHONE # 2030 Main Street, Suite 520 ADDRESS Irvine, CA 92614 PHONE # 1. Action requested and project description: Variance to increase retaining walls height from 8 feet to small areas not to exceed a maximum height of 14 feet. 2. Street location of project: 21810 East Copley Drive, Diamond Bar, CA 3a. Present use of site: Vacant Land 3b. Previous use of site or structures: Vacant Land 4. Please list all previous cases (if any) related to this project: Case # 98-15 5. Other related permit/approvals required. Specify type and granting agency. None 6. Are you planning future phases of this project? Y If yes, explain: 7. Project Area: Covered by structures, paving: 3.13 Acres Landscaping, open space: 3.34 Acres Total Area: 6.47 Acres 8. Number of floors: 2 9. Present zoning: C-M-BE-UIC 10. Water and sewer service Domestic Water Public Sewers Does service exist at site? 0 N (ZY N If yes, do purveyors have capacity to meet demand of project and all other approved projects? N (ZY N If domestic water or public sewers are not available,how will these services be provided? Residential Projects: NIA 11. Number and type of unites: 12. Schools: What school district(s) serves the property? Are existing school facilities adequate to meet project needs? YES NO If not, what provisions will be made for additional classrooms? Non -Residential projects: 13. Distance to nearest residential use or sensitive use (school, hospital, etc.) 4.5 miles to Diamond Bar High School 14. Number and floor area of buildings: 1 _building - 2 floors 15. Number of employees and shifts: NIA - Spec Building 16. Maximum employees per shift: NIA 17. Operating hours: NIA 18. Identify any: End products NIA Waste products NIA Means of disposal NIA 19. Do project operations use, store or produce hazardous substances such as oil, pesticides, chemicals, paints, or radioactive materials? YES If yes, explain 20. Do your operations require any pressurized tanks? YES NO If yes, explain 21. Identify any flammable, reactive or explosive materials to be located on -site. NONE 22. Will delivery or shipment trucks travel through residential areas to reach the nearest highway? YES If yes, explain NO B. ENVIRONMENTAL INFORMATION 1. Environmental Setting - Project Site a. Existing usetstructures Vacant Land b. Topography/slopes Graded building pad, manufactured & natural slor]es c. Vegetation Commercial landscaping on manufactured slopes and low brush/native growth on natural slopes d. Animals NONE e. Watercourses NON f. Cultural/historical resources NONE g. Other NONE 2. Environmental Setting - Surrounding Area a. Existing uses structures (types densities): Low-rise office buildings; Protected site located in Gateway Corporate Center. b. Topographylslopes Graded Building pads, manufactured slopes and natural slopes. c. Vegetation Commercial landscaping at perimeters of buildings and along public right of ways and on manufactured_ slopes. Low brush!_ native natural growth on natural slopes. d. Animals Those naturally occurring in natural slope_ areas of surrounding hillsides. e. Watercourses NONE f. Cultural/historical resources NONE g. Other. NONE Answers are not required if the area does not contain natural, undeveloped land. 3. Are there any major trees on the site, including oak trees? NO If yes, type and number: Approximately (10) eucalyptus trees on the slope along the west property line will be affected by retaining wall construction. 4. Will any natural watercourses, surface flow patterns, etc., be changed through project development?: YES If yes, explain: 5. Grading: Will the project require grading? NO If yes, how many cubic yards? Cut = 2,536 C.Y. ; Fill = 3,380 C.Y. Will it be balanced on site? YES a If not balanced, where will dirt be obtained or deposited? Import of less than 1,000 C.Y. from commercial - certified offsite supplier. 6. Are there any identifiable landslides or other major geological hazards on the property (uncompacted fill)? YES (95 If yes, explain: 7. Is the property located within a high fire hazards area (hillsides with moderately dense vegetation)? YES Q Distance to nearest fire station: +1- 1 mile (a-)_ Grand Avenue north of Diamond Bar Blvd. 8. Noise: Existing noise sources at site: Project site impacted by SR 57 and SR 60 Freeways and Golden Springs Drive. Noise to be generated by project: Will not surpass existing sound levels. Fumes: Odors generated by project: None: other than cars traveling to Project Site. Could toxic fumes be generated? NO 9. What energy -conserving designs or material will be used? Project will comply with the UBC design and construction standards thereby conforming to the Cit 's energy conservation standards. CERTIFICATION: 1 hereby certify that the statements furnished abovz and in the attached exhibits present the data and information required for this initial evaluation to the best of my ability, and that the facts, statements, and information prated are true and correct to the best of my knowledge and belief. Date Signature For. d moo. CERTIFIED PROPERTY OWNER'S L_ _ AFFIDAVIT ZONING CASE NO STATE OF CALIFORNIA COUNTY OF LOS ANGELES CITY OF DIAMOND BAR i, ' . S J 0 L 1 T , declare under penalty of pedury, pucsoant to Section 2015.5 of the Code of Civil Procedure, that the bed list contains the names and addresses of all persons who are shown on the latest available asses9me^-t roll of the CoLmty of Los Angeles as owners of the subject property and as owning property within a distance of five hundred (500) feet from the exterior boundaries of property legally described as: e Executed at ZV J, ka California, f M A , 19thisdayoc'1• - p 'j DIAMOND CITY OF DIAMOND BAR COMMI'"^-TY DEVELOPMENT DEPARTMENT 21[660 E. ipley Drive Suite 190 909)396-5676 Fax (909)861-3117 VARIANCE APPLICATION Record Owner Name Diamond Bar Associates Address CIO AEW Capital Mgmt, LP 601 S. Figueroa Suite 2150 City Los Angeles, CA Zip 90017 Phone 213) 312-2611 Applicant Opus West Corporation 2030 Main St. Suite 520 Irvine, CA 92614 949) 622-1950 FPL A Deposit $ Receipt#_ - By Date Reed Applicant's Agent NOTE: It is the applicant's responsibility to notify the Community Development Director in writing of any change of the principals involved during the processing of this case. Attach a separate sheet, if necessary, including names, addresses, and signatures of members of partnerships, joint ventures, and directors of corporations.) Consent: l certify that I am the owner of the herein described property and permit the application to file this request. r Signedllx lc r Date All record owners) lf Certification: I, the undersigned, hereby certify under penalty of perjury that the information herein provided is correct to the best of my knowledge. Print Name Opus West Corporation Applicant or Agent) Signed or f- Location 21810 East Copley Drive, Diamond Bar (Lot 22) _ Street address or tract and lot number) Beween Bridge Gate Drive and Golden Springs_ Drive Street) (Street) Zoning C-M-BE-UIC HNM Project Size (gross acres) 6.47 Project Density .20 Previous Cases 98-15 Present Use of Site Vacant Land Use applied for Modify the site plan with retaining wall to allow for additional parking on site. Domestic Water Source Walnut Valley Water District_ Company/District Walnut Valley Water District Method of Sewage Disposal Gravity Sewer Sanitation District County of Sanitation District of LA Grading of Lots by Applicant? YES X NO Amoun Show necessary grading design on site plan or tent. map) LEGAL DESCRIPTION (All ownership comprising the proposed lots/project). If petitioning for zone change, attach legal description of exterior boundaries of area subject to the change.) Lot 22 as per Tract Map No. 39679, in the County of Los Angeles as per map recorded in Book 1083, pages 14-23, inclusive of Tract Maps, in the Office of the County Recorder of Said County_ Project Site: 56,600 G.S.F. 1 Gross Area No. of Lots Area devoted to: Structures 28,300 GSF Open space 30,000 S.F. Residential project: NIA and Gross Area Proposed Density NIA Units/Acres Number and types of Units NIA Residential Parking: Type Required NIA Provided Total Required Total Provided Area devoted to structures = Building footprint No. of floors 2. Landscaping/Open Space = Landscaping provided within net usable site area. Project size = Gross Building Floor Area. lM ' BAR C[TY 01, DL M I,D BAR CON(MUMTY DEVELOPMENT DUPARTAtFNT 21660 P. Copley Drive Suite 190 909)396-S676 Fax (909)861 3117 DEVELOPMENT REVIEW APPLICATION Record Owner Name Diamond Bar Associates Address CIO AEW Capital Mgmt, LP 601 S. Figueroa Suite 2150 City Los Angeles, CA Zip 90017 Phone 213) 312-2611 Applicant Opus West Corporation 2030 Main St. Suite 520 Irvine, CA 92614 949) 622-1950 Atb 9a- s c a P yy- is FPt_ a !? - 59 Depstt S i60-. ao By - - Date Rcc'd Applicants, -Agent NOTE: It is the applicant's responsibility to notify the Community Development Director in writing of any change of the principals involved during the processing of this case. Attach a separate sheet, if necessary, including names, addresses, and signatures of members of partnerships, joint ventures, and directors of corporations.) Consent: I certify that I am the owner of the herein described property and permit the application to file this request. Signed XN/Date All record owners) Certification: I, the undersigned, hereby certify under penalty of perjury that the information herein provided is correct to the best of my knowledge. Print Name Opus West Corporation Applicant or Agent) Signed nt or Agent) Location 21810 East Copley Drive Street address or tract and lot number) Zoning C-M-BE-UIC 7K 3iG' '7! HNM 1 Previous Cases None by applicant for this lot Present Use of Site Vacant Land Use applied for I Story office building with surface parking_ 3 Legal description: (all ownership comprising the proposed lots)/parcel(s). Lot 22 as per Tract Map No 39679, in the County of Los Angeles as per map recordiln Book 1083, pages 14-23, inclusive of Tract Maps, in the Office of the County Recorttl Said County. Area devoted to structures 28,300 GSF Landscaping/Open space 30,000Sf Project size 56,600 G.S.F. Lot Coverage 10 % Proposed Density .20 . Wnits/Ac,a Style of Architecture Contem ora Number of Floors Proposed Two (2) Slope of Roof Flat 1/4" per FT Grading YES If yes, Quantity See below Cut 4230 C.Y. Fill 3632 C.Y.. Import Yes If yes, Quantity 194 C.Y. Export None If yes, Quantity Not Applicable 1. Area devoted to structures = Building footprint + parking structure footprint. 2. Landscaping/Open Space = Landscaping provided within net usable site area. 15% of net usable site area is required). 3. Project size = Gross Building Floor Area. 4. Lot coverage = Building footprint + parking structure footprint - by gross lot area 24,550 + 36,800)/394,961. 5. Proposed density = Gross Building Area - Gross Site Area 72,750/394,961) Caen Chang Mayor Deborah H. O'Connor Mayor Pro Tens Eileen R. Ansari Council Member Carol Herrera Council Member Robert S. Huff Council Member City of Diamond Bar 21660 E. Copley Drive, Suite 100 • Diamond Bar, CA 91763-4177 909) 860-2489 - Fax (909) 861-3117 Internet http://www.ci.diamond-bar.ca.us • City Online (BBS): (909) 860-5463 Certified Mail April 14, 1999 Diamond Bar Business Associates c/o AEW Capital Management, LLP 601 S. Figueroa, #2150 Los Angeles, CA 92614 Re: Development Review No. 98-15/Variance No. 99-1 located at 21810 E. Copley Drive (Lot 22, Tract 39679) Diamond Bar, CA 91765 The referenced project was approved on April 13, 1999. Enclosed is the approved certified Resolution No. 99-10 for your records and an Affidavit of Acceptance for the resolution. Please sign the affidavit, have it notarized, and return it to the Planning Division. A balance of $805.88 is due to the City for processing Development Review No. 99-2 and anticipated Planning Division fees. Enclosed is the project's fee log for your perusal. Please submit a check for this amount to the City of Diamond Bar, prior to the Building and Safety and Public Works Divisions' plan check submittal. Pursuant to condition of approval 5. (c) within the resolution, enclosed is the City's Water Efficient Landscape Regulations and Trip Reduction and Travel Measures Ordinance for your convenience. Please refer to this document when preparing plans for compliance to the referenced condition of approval. Ric I,i 1p>aj)- Thank you for your cooperation in advance. If you have any questions, contact me at (909) 396-5676. Sincerely, Ann J. ?.ng'u Associate Planner cc: James DeStefano, Deputy City Manager Rose Manela, Assistant Engineer Dennis Tarango, Building Official Jeff Hill, Opus West Corporation Wen Chang Mayor Deborah H. O'Connor Mayor Pro Tem Eileen R. Ansari Council Member Carol Herrera Council Member Robert S. Huff Council Member y/. City of Diamond Bar l 21660 E. Copley Drive, Suite 100 • Diamond Bar, CA 91765-4177 909) 860-2489 • Fax (909) 861-3117 Internet http://www.ci.diamond-bar.ca.us • City Online (88S): (909) 860-5463 Certified Mail April 14, 1999 Mr. Jeff Hill Opus West Corporation 2030 Main Street Irvine, CA 92614 Re: Development Review No. 98-15/Variance No. 99-1 located at 21810 E. Copley Drive (Lot 22, Tract 39679) Diamond Bar, CA 91765 Dear Mr. Hill: The referenced project was approved on April 13, 1999. Enclosed is the approved certified Resolution No. 99-10 for your records and an Affidavit of Acceptance for the resolution. Please sign the affidavit, have it notarized, and return it to the Planning Division. A balance of $805.88 is due to the City for processing Development Review No. 99-2 and anticipated Planning Division fees. Enclosed is the project's fee log for your perusal. Please submit a check for this amount to the City of Diamond Bar, prior to the Building and Safety and Public Works Divisions' plan check submittal. Pursuant to condition of approval 5. (c) within the resolution, enclosed is the City's Water Efficient Landscape Regulations and Trip Reduction and Travel Measures Ordinance for your convenience. Please refer to this document when preparing plans for compliance to the referenced condition of approval. Ren,ded paper j Thank you for your cooperation in advance. If you have any questions, contact me at (909) 396-5676. Sincerely, Ann J. ngu Associate'Planner cc: James DeStefano, Deputy City Manager Rose Manela, Assistant Engineer Dennis Tarangc, Building Official Diamond Bar Business Associate/AEW Capital Management, LP Wen Chang Mayor Deborah H. O'Connor Mayor Pro Ten) Eileen R. Ansari Council Member Carol Herrera Council Member Robert S. Huff Council Member City of Diamond Bar 21660 E. Copley Drive, Suite 100 - Diamond Bar, CA 91765-4177 909) 860-2489 - Fax (909) 861-3117 Internet: http://www.ci.diarnond-bar.ca.us - City Online (BBS): (909) 860-5463 February 11, 1999 Diamond Bar Associ tes c/o AEW Capital Management, LP 601 S Figueroa, 42150 Los Angeles, CA 90017 Re: Development Review No. 98-15 located Drive Lot 22, Tract 39679 within Center, Diamond Bar, CA 91765 Certified Mail at 21810 E. Copley Gateway Corporate The referenced project was approved on January 26, 1999. Enclosed is the approved certified Resolution No. 99-03 for your records and an Affidavit of Acceptance for the resolution. Please sign the affidavit, have it notarized, and return it to the Planning Division. A balance of $643.55 is due to the City for processing Development Review No. 96-15 and anticipated Planning Division fees. Enclosed is the project's fee log for your perusal. Please submit a check for this amount to the City of Diamond Bar, prior to the Building and Safety and Public Works Divisions' plan check submittal. Pursuant to conditions of approval 5. (c) and (e) within the resolution, enclosed is the City's Water Efficient Landscape Regulations and Trip Reduction and Travel Measures Ordinance for your convenience. Please refer to these when preparing plans and documents for compliance to the referenced conditions of approval. Recydedpaper Thank you for your cooperation in advance. If you have any questions, contact me at (909) 396-5676. Sincerely, An J. ungu Associate Planner cc: James DeStefano, Deputy City Manager Rose Manela, Assistant Engineer Dennis Tarango, Building -Official Jeff Hill, Opus West Corporation City of Diamond Bar 21660 E. Copley Drive, Suite 100 • Diamond Bar, CA 91765-4177 909) 860-2489 • Fax (909) 861-3117 Internet: http://tivww, ci.diamond-bar.ca.us • City Online (BB5): (909) 860-5463 Certified Mail February 11, 1999 Diamond Bar Associ tes C/O AEW Capital Management, LP 601 S Figueroa, #2150 Los Angeles, CA 90017 Re: Developme view No. 98-15 ocated at 21810 E. Copley Drive Lot 22, Trac 9 within Gateway Corporate Center, Diamond Bar, CA 91765 Wen Chang Mayor The referenced project was approved on January 26, 1999. Deborah H. O'Connor Enclosed is the a Mayor Pro TernPProvedcertifiedResolution No. 99-03 for Your records andanAffidavitofAcceptancefortheresolution. Please signtheaffidavit, have it notarized, CountR. Anber andreturnittothePlanningDivision. Council Member CarolHerreraA balance of $643.55 is due to the City for Council Member DevelopmentReviewNo. 98-15 and anticipated processing Division fees. EnclosedistheoforyurRobert S. Huffperusal. Please submit a check orthis r amountl og to the City Council Member of DiamondBar, prior to the Building and Safety and Public Works Divisions, plan checksubmittal. Pursuant to conditions of approval 5. the resolution, enclosed is theCity,s Water }Effiicientand e)within Landscape Regulations and Trip Reduction andTravelMeasuresOrdinanceforyourconvenience. Please refertothesewhenpreparingPlansanddocumentsforcompliancetothereferencedconditionsofapproval. RPm'dodpaper PLANNING COMMISSION RESOLUTION NO. 99-10 r" A RESOLUTION OF THE PLANNING COMMISSION OF THECITYOFDIAMONDBARAPPROVINGDEVELOPMENTREVIEWNO. 98-15(1)1 VARIANCE NO. 99-1 AND ADDENDUM TO NEGATIVE DECLARATION NO. 98-5, A REQUEST TO CONSTRUCT CRIB TYPE RETAINING WALLSWITHA13-FOOT MAXIMUM HEIGHT. THE PROJECT SITE IS LOCATED AT 21810 E. COPLEY DRIVE, (LOT22, TRACT NO. 39579) DIAMOND BAR, CALIFORNIA. A. RECITALS. 1. The property owner, Diamond Bar Business Associatesc/o AEW Capital Management, LP and applicant, Opus WestCorporationhavefiledanapplicationtoreviseapprovedDevelopmentReviewNo. 98-15 and Negative DeclarationNo. 98-5 for a property located at 21810 E. Copley Drive, Diamond Bar, Los Angeles County, California, as describedaboveinthetitleofthisResolution. The applicationalsoincludesVarianceNo. 99-1. Hereinafter in thisResolution, the subject Development Review, Variance andAddendumtotheNegativeDeclarationshallbereferredtoasthe "Application". 2. The Planning Commission of the City of Diamond Bar onApril13, 1999, conducted a duly noticed public hearingontheApplication. 3. Notification of the public hearing for this project wasprovidedintheSanGabrielValleTribuneandInlandValleDailBulletinnewspapersonMarch24, 1999. Eighteen property owners within a 700-foot radius of theprojectsitewerenotifiedbymailonMarch23, 1999. Furthermore, the project site was posted with a displayboardonMarch24, 1999. Resolution. NOW, THEREFORE, it is found, determined and resolved by thePlanningCommissionoftheCityofDiamondBarasfollows: 1. This Planning Commission hereby specifically finds thatallofthefactssetforthintheRecitals, Part A, ofthisResolutionaretrueandcorrect. 2. Pursuant to the provisions of the California Environmental Quality Act (CEQA), the City has determinedthataNegativeDeclarationisrequiredforthisproject. 1 According to CEQA Section 15070, Negative Declaration No 98-5 was prepared and adopted by the Planning Commission on January 26, 1999. Pursuant to CEQA Section 15164, an Addendum to adopted Negative Declaration No. 98-5 was prepared. The Planning Commission hereby finds that the Initial Study review and Addendum to Negative Declaration No. 98-5 has been prepared by the City of Diamond Bar in compliance with the requirements of the California Environmental Quality Act of 1970 (CEQA) and guidelines promulgated thereunder. Furthermore, the Addendum to Negative Declaration No. 98-5 reflects the independent judgement of the City of Diamond Bar. 3. The Planning Commission hereby specifically finds and determines that, having considered the record as a whole including the findings set forth below, and changes and alterations which have been incorporated into andconditionedupontheproposedprojectsetforthin the application, there is no evidence before this Planning Commission that the project proposed herein will have the potential of an adverse effect on wild life resources or the habitat upon which the wildlife depends. Based upon substantial evidence, this Planning Commission hereby rebuts the presumption of adverse effects contained in Section 753.5 (d) of Title 14 of the California Code of Regulations. 4. Based on the findings and conclusions set forth herein, this Planning Commission hereby finds as follows: a) The project relates to a vacant lot, approximately 6.47 acres, with a 139,781 square foot (3.21 acre) graded pad, within a commercial business center identified as Gateway Corporate Center. b) The project site has a General Plan land use designation of Professional Office (OP). Pursuant to the General Plan, this land use designation provides for the establishment of office -based working environments for general, professional, and administrative offices, as well as support uses. c) The project site is within the Commercial - Manufacturing -Billboard Exclusion -Unilateral Contract (C-M-BE-U/C) Zone. This zoning designation permits general office uses with additional parking as proposed. d) Generally, the following zones surround the project site: to the north is the open Space (OS) and C-M- BE-U/C Zones; to the south is the C-M-BE-U/C and Single Family Residence -Minimum Lot Size 8,000 2 Square Feet (R-1-8,000) Zones; and to the east and west is the C-M-BE-U/C Zone. e) The proposed Application is a request to construct crib type retaining walls. The retaining walls will generally be located at the west, south and east toes of slopes. At the south toe of slope two retaining walls are proposed with a 27-foot separation providing a pad area with 12 compact parking spaces. The crib type retaining walls vary in height from 0.50 feet to approximately 13 feet. The retaining walls' purpose is to expand the buildable in order to provide additional parking spaces. DEVELOPMENT REVIEW f) The design and layout of the proposed development is consistent with the General Plan, development standards of the applicable district, design guidelines, and any architectural criteria for specialized area (e.g., theme areas, specific plans, community plans, boulevards, or planned developments). The design and layout of the proposed crib type retaining walls is consistent with the General Plan and City Design Guidelines in that this type of wall system helps protect the visual character and quality of the slopes at the project site. In addition, the wall cells will be planted with vegetation that is compatible with the existing slope vegetation. Furthermore, Gateway Corporate Center's architectural committee has approved the walls. With the Variance approval, the retaining walls will be consistent with the development standards of the applicable district. g) The design and layout of the proposed development will not unreasonably interfere with the use and enjoyment of neighboring existing or future development and will not create traffic or pedestrian hazards. The proposed crib type retaining walls will be utilized to expand the buildable pad in order to provide 66 additional parking then was previously approved. The retaining walls' designed will conform to the slopes' angle; thereby preserving the remaining slopes in a natural state. The crib type retaining walls have cells, which will be planted with vegetation compatible with the existing vegetation on the slopes. With the maturity of the 3 new vegetation, the retaining walls will recede into the slopes. As such, the retaining wall will not unreasonably interfere with the use and enjoyment of the neighboring or future. Furthermore, the expansion of the parking has been reviewed by the City's Public Works Division and is not expected to create traffic or pedestrian hazards. h) The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain the harmonious, orderly and attractive development contemplated by Chapter 22.48, the City's General Plan, City Design Guidelines, or any applicable specific plan. As referenced in Items (f), (g) and (h) above, the design of the proposed crib type retaining walls is compatible with the character of the surrounding neighborhood and will maintain the harmonious, orderly and attractive development contemplated by Chapter 22.48, the City's General Plan, City Design Guidelines, or any applicable specific plan. i) The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, and color that will remain aesthetically appealing. As referenced in Items (f), (g) and (h) above, the proposed crib type retaining walls will provide a desirable environment for its occupants and visiting public as well as its neighbors. j) The proposed development will not be detrimental to public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. Before the issuance of any City permits, the proposed crib type retaining walls are required to comply with all conditions within the approved resolution and the Public Works Division's requirements. The Public Works Division's involvement through soils report review and approval, inspections and the certification of the walls' construction will ensure that the proposed walls are not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 4 VARIANCE k) There are special circumstances applicable to the property (e.g., location, shape, size, surroundings, topography, or other conditions), so that the strict application of the City's Development Code denies the property owner privileges enjoyed by other property owners in the vicinity and under identical zoning districts or creates an unnecessary and non - self created, hardship or unreasonable regulation which makes it obviously impractical to require compliance with the development standards. Pursuant to Code Section 22.20.040, the maximum height for retaining walls is six feet measured from the finished grade at the base of the wall. The Director may approve an additional height up to one foot in consideration of varying topography. Retaining walls exceeding this height require a Variance approval. The grading plan indicates that the crib retaining walls vary in height from 0.50 feet to approximately 12.30 feet with an average height of 8.00 feet. If the proposed retaining walls were constructed from concrete block, the maximum height would be about 10 feet. The crib retaining walls will be cutting into the slope, expanding the buildable pad, in order to allow additional parking stalls. The project site is approximately 6.47 acres with an existing graded pad of 3.21 acres (139,781 square feet). The pad size is approximately one-half of the site's total acreage. The original Planning Commission approval permitted a two-story 56,600 square foot office building with a footprint of approximately 28,300 square feet. The project's floor area ratio (FAR) is .20. However, the General Plan allows a maximum FAR of 1.00. The Gateway Corporate Center's design standards allows an FAR of 0.50. If the project was built at the allowed 0.50 FAR as all other lots within the center, due to the site's sloping topography, adequate parking spaces could not be provided. Most of the recently approved projects in the Center have provided more than adequate parking spaces. Therefore, due to the site sloping topography, which consists of one-half of the site, the retaining walls, in the height requested, are needed to provide additional parking ensuring that enough parking is provided on site. Additionally, due to the topography constraints of all the parcels within Gateway Corporate Center, 5 reciprocal/shared parking agreements are not practical. Furthermore, street parking is not permitted. 1) Granting the Variance is necessary for the preservation and enjoyment of substantial property rights possessed by other property owners in the same vicinity and zoning districts and denied to the property owner for which the Variance is sought. As state above in Item (k), the granting of the Variance will allow the applicant to provide additional on -site parking, as other projects wi thin the Center have been able to provide. m) Granting the Variance is consistent with the GerZeral Plan and any applicable specific plan. The proposed crib type retaining walls are consistent with the General Plan in that this type of wall system helps protect the visual character and quality of the slopes at the project site. In addition, the wall cells will be planted with vegetation that is compatible with the existing slope vegetation; thereby blending the walls into the slopes. Therefore, granting the Variance is consistent with the General Plan. The project site is not within a specific plan area. n) The proposed entitlement would not be detrimental to the public interest, health, safety, convenience, or welfare of the City. Before the issuance of any City permits, the proposed crib type retaining walls are required to comply with all conditions within the approved resolution and the Public Works Division's requirements. The Public Works Division's involvement through soils report review and approval, inspections and the certification of the walls' construction will ensure that the proposed walls are not detrimental to the public interest, health, safety, convenience, or welfare of the City. o) The proposed entitlement has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). Pursuant to the provisions of the California Environmental Quality Act (CEQA), the City has determined that an addendum to the previously approved Negative Declaration is required for this project. Negative Declaration No. 98--5 was adopted C. on January 26, 1999. Pursuant CEQA Section 15164, an addendum to adopted Negative Declaration No. 98-5 has been prepared for the crib type retainins q walls. No further public review is required. 5. Based on the findings and conclusions set forth above, the Planning Commission hereby approves the Appli cation subject to the following conditions: a) The project shall substantially conform to s ite plan, grading plan, elevations, plant list, and final landscape/irrigation plan collectively labeled as Exhibit "A" dated April 13, 1999, as subm fitted and approved by the Planning Commission, as amended herein. b) The site shall be maintained in a condition 'Which is free of debris both during and after the construction, addition, or implementation of the entitlement granted herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permi t-ted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor utilized has obtained permits from the City of Diamond Bar to provide such services. c) Prior to the issuance of a building permit,' the applicant shall submit a final landscaping/irrigation plan which delineates plant species, size, quantity and location, for the City'sreviewandapproval. The landscape/irrigation plan shall comply with the City's established Water Efficient Landscape Regulations and shall be plan checked accordingly before the issuance of any City permits. Additionally, non-invasive plant species shall be utilized, thereby avoiding the degradation of the natural open space slope on the project site. d) The applicant shall replace the 10 existing eucalyptus trees on the slope along the west property line at a 2:1 ratio. The Planning Division shall approve the replacement trees' species, size and location. Additionally, the trees shall be a native species. e) A soils report shall be required, incorporating the scope of the proposed crib type retaining walls in 7 the review and analysis. The soils report shalt give appropriate recommendations for the construction of the walls. Before the issuanceof a grading permit, the soils report and the required retaining wall calculations shall be reviewed aid approved by the City. f) To maintain the structural integrity of the prep eci crib type retaining walls, the soils engineer of record shall certify all the necessary inspection work for such walls. The proposed crib type retaining walls shall be constructed in accordance with the approved specifications. The soils engineer of record shall be fully responsible d1irin g each and all phases of the construction. g) All conditions of approval in Planning Commission Resolution No. 99-03, adopted on January 26, IV, shall remain in full force and effect. h) This grant is valid for two years and shall be exercised (i.e. construction started) within that period or this grant shall expire. A one-year extension of time may be approved when submitted to the City in writing at least 60 days prior to the expiration date. The Planning Commission will consider the extension request at a duly noticed public hearing in accordance with Chapter 22.72of the City of Diamond Bar Development Code. k) This grant shall not be effective for any purpose until the permittee and owner of the property involved (if other than the permittee) have filed, within fifteen (15) days of approval of this grant, at the City of Diamond Bar Community Development Department, their affidavit stating that they are aware of and agree to accept all the conditions of this grant. Further, this grant shall not be effective until the permittee pays remaining City processing fees. 1) If the Department of Fish and Game determines that Fish and Game Code section 711.4 applies to the approval of this project, then the applicant shall remit to the City, within five days of this grant's approval, a cashier's check of $25.00 for a documentary handling fee in connection with Fish and Game Code requirements. Furthermore, if this project is not exempt from a filing fee imposed because the project has more than a deminimis impact L on fish and wildlife, the applicant shall also pay to the Department of Fish and Game any such fee and any fine which the Department determines to be owed. The Planning Commission shall: a) Certify to the adoption of this Resolution; and b) Forthwith transmit a certified copy of this Resolution, by certified mail, to: Diamond Bar Business Associates, c/o AEW Capital Management, LP, 601 S. Figueroa, #2150, Los Angeles, CA 90017, and Opus West Corporation, 2030 Main Street, Irvine, CA 92614. APPROVED AND ADOPTED THIS 13TH DAY OF APRIL 1999, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. 7w- BY: 1 Steve Tye, Chairman I, James DeStefano, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted by the Planning Commission of the City of Diamond Bar, at a regular meeting of the Planning Commission held on the 13th day of April 1999, by the following voter AYES: Tye, Nelson, Ruzicka, McManus, Kuo NOES: None ABSENT: None ABSTAIN: None i ATTEST: J es DeStefa o, Secretary W PLANNING COMMISSION RESOLUTION NO. 99-03 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR APPROVING DEVELOPMENT REVIEW NO. 98-15 AND NEGATIVE DECLARATION NO. 98-5, A REQUEST TO CONSTRUCT A TWO-STORY, COMMERCIAL OFFICE BUILDING OF APPROXIMATELY 56,600 SQUARE FEET. THE PROJECT SITE IS LOCATED AT 21810 E. COPLEY DRIVE, (LOT 22, TRACT NO. 39679) DIAMOND BAR, CALIFORNIA. A.RECITALS. 1. The property owner, Diamond Bar Business Associates c/o AEW Capital Management, LP and applicant, Opus West Corporation have filed an application for Development Review No. 98-15 located at 21810 E. Copley Drive, Diamond Bar, Los Angeles County, California, as described above in the title of this Resolution. Hereinafter in this Resolution, the subject Development Review shall be referred to as the "Application". 2. The Planning Commission of the City of Diamond Bar on January 26, 1999 conducted a duly noticed public hearingontheApplication. 3.' Notification of the public hearing for this project has been made in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers on January 4, 1999, Six property owners within a 300 foot radius of the project site were notified by mail on December 30, 1998. B.Resolution. NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 1. This Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct. 2. The Planning Commission hereby finds that the Initial Study review and Negative Declaration No. 98-5 has been prepared by the City of Diamond Bar in compliance with the requirements of the California Environmental QualityActof1970 (CEQA) and guidelines promulgated thereunder, 1 pursuant to Section 15070. Furthermore, Negative Declaration No. 96-5 reflects the independent judgement of the City of Diamond Bar. 3. The Planning Commission hereby specifically finds and determines that, having considered the record as a whole including the findings set forth below, and changes and alterations which have been incorporated into and conditioned upon the proposed project set forth in the application, there is no evidence before this Planning Commission that the project proposed herein will have the potential of an adverse effect on wild life resources or the habitat upon which the wildlife depends. Based upon substantial evidence, this Planning Commission hereby rebuts the presumption of adverse effects contained in Section 753.5 (d) of Title 14 of the California Code of Regulations. 4. Based on the findings and conclusions set forth herein, this Planning Commission hereby finds as follows: a) The project relates to a vacant lot, approximately 6.47 acres, with a 139,781 square foot (3.21 acre) graded pad, within a commercial business center identified as Gateway Corporate Center. b) The project site has a General Plan land use designation of Professional. Office (OP). Pursuant to the General Plan, this land use designation provides for the establishment of office -based working environments for general, professional, and administrative offices, as well as support uses. Additionally, development within the OP designation will maintain a floor area ratio (FAR) between 0.25 and 1.00. The proposed project maintains an FAR of 0.20. c) The project site is within the Commercial - Manufacturing -Billboard Exclusion -Unilateral Contract (C-M-BE-U/C) Zone. This zoning designation permits general office uses as proposed. d) Generally, the following zones surround the project site: to the north is the Open Space (OS) and C-M- BE-U/C Zones; to the south is the C-M-BE-U/C and Single Family Residence -Minimum Lot Size 8,000 Square Feet (R--1-8,000) Zones; to the east is the C- M-BE-U/C Zone; and to the west is the C-M-BE-U/C Zone. e) The proposed Development Review is a request to construct a two-story, commercial office building of approximately 56,600 gross square feet (54,000 net square feet) to be utilized for general office. 6 f} The design and layout of the proposed development is consistent with the applicable elements of the City's general plan, design guidelines of the appropriate district, and any adopted architectural criteria for specialized area, such as designated historic districts, theme areas, specific plans, community plans, boulevards, or planned developments. The proposed project provides for the establishment of office -based working environment for general offices within the General Plan's OP land use designation. Pursuant to the General Plan, the proposed project will yield a pleasant environment for those working and visiting the office facility through its exemplary design, use of materials and colors, and landscaping which will offer a variety of plant species. The building setbacks from Copley Drive is 100 feet with the parking lot setback of 27 feet. These setbacks are appropriate in relation to the scale of the proposed building with its height of two-stories/42 feet and the street right-of-ways, which are 84 feet for Copley Drive. The General Plan suggests that walls be minimized and utilized only for screening. Walls are not part of the proposed project. Screening for mechanical equipment is designed as part of the building with a complementary material and painted to match the building. The proposed project's architectural style, construction materials and colors are consistent and compatible with the existing structures within Gateway Corporate Center and has received the Center's architectural committee's approval. Therefore, the design and layout of the proposed project is consistent with the applicable elements of the City's General Plan, design guidelines of the appropriate district, and the City adopted architectural criteria of the Unilateral Contract of Gateway Corporate Center. g) The design and layout of the proposed development will not unreasonably interfere with the use and enjoyment of neighboring existing or future development and will not create traffic or pedestrian hazards. The proposed general office building is within the Commercial -Manufacturing -Billboard Exclusion - Unilateral Contract (C-M-BE-U/C) Zone that permits the purposed general office use. The proposed project's site is within the established Gateway Corporate Center which permits general office uses. 3 General office uses were originally reviewed and approved for the Center. Additionally, the Center's certified Environmental Impact Report reviewed impacts related to traffic and pedestrians. As a result, the following traffic mitigation measures were required and were installed. 1. Improve that portion of the proposed bikeway along Golden Springs Drive fronting on Gateway Corporate Center; 2. Golden Springs Drive shall be widened to provide left -turn pockets at both entrance streets to the Center; and 3. Traffic signals shall be installed on Golden Springs Drive, at the two entrance drives to the Center. Additionally, a traffic analysis and site plan evaluation prepared by Linscott, Law and Greenspan, dated January 5, 1999, recommends the following improvements: 1. Re -stripe the northbound approach on Copley Drive to provide one left -turn and dual right - turn lanes; and 2. Modify the existing traffic signal accordingly. The identified improvements, which will be conditions of approval, are expected to mitigate the impact of future and background and/or project traffic; improve LOS to and acceptable range; and mitigate the significant impact of future development (Lots 22, 12 and 15). h) The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain the harmonious, orderly and attractive development contemplated by Chapter 22.72 of Development Review Ordinance No. 5 1990), City Design Guidelines and the City's General Plan. Gateway Corporate Center and its Unilateral Contract were originally reviewed and approved by Los Angeles County. The Unilateral Contract sets forth land restrictions/development standards. The development standards require an architectural style that is Modern/Contemporary with materials, textures and colors that complement this style. As a result, the City, upon incorporation adopted the Unilateral Contact, thereby adopting the specified development standards. However, the proposed project's architectural style, Contemporary, construction materials and colors are consistent and compatible with the Unilateral Contract and with the existing 4 structures within Gateway Corporate Center. Furthermore the proposed project has received the Center's architectural committee's approval. The proposed architectural design is consistent with the City's Development Review Ordinance in that the project: minimizes grading effect by utilizing the existing pad and preserving the slopes which surround the project site ; maintains public health,' safety and general welfare by the installed traffic mitigation measures and the issuance of City permits and inspections; and has and orderly and harmonious design and appearance of the proposed structure, the parking area and landscaping. As also referenced in Item 4 (f), the proposed project's design is consistent with the applicable elements of the General Plan. Therefore, the proposed project is compatible with the character of the surrounding neighborhood and will maintain the harmonious, orderly and attractive development contemplated by the City's Development Review Ordinance and General Plan. W The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, and color that will remain aesthetically appealing and will retain a reasonably adequate level of maintenance. As referenced in the above findings, the proposed project's design is consistent with the applicable elements of the General Plan through its exemplary design, use of materials, colors and landscaping. The proposed materials of glass, aluminum, stucco and steel are low maintenance and long lasting. The varieties of texture and color add to the design's good aesthetics. Therefore, the design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture and color that will remain aesthetically appealing and will retain a reasonably adequate level of maintenance. j) The proposed development will not be detrimental to public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution and the Building and Safety Division, Public Works Division, Health Department and Fire Department requirements. The referenced agencies' involvement will ensure that the proposed office facility is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 5. Based on the findings and conclusions set forth above, the Planning Commission hereby approves the Applicant on subject to the following conditions: a) The project shall substantially conform to site plan, grading plan, floor plan, elevations, final landscape/irrigation plan, final exterior and parking lot lighting plan/study and colors/materials board collectively labeled as Exhibit "A" dated January 26, 1999, as submitted and approved by the Planning Commission. b) The site shall be maintained in a condition which is free of debris both during and after the con- struction, addition, or implementation of the entitlement granted herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor utilized has obtained permits from the City of Diamond Bar to provide such services. c) Prior to the issuance of a building permit, the applicant shall submit a final landscaping/ irrigation plan which delineates plant species, size, quantity and location, for the City's review and approval. The landscape/irrigation plan shall comply with the City's established Water Efficient Landscape Regulations and shall be plan checked accordingly before the issuance of any City permits. Additionally, non-invasive plant species shall be utilized, thereby avoiding the degradation of the natural open space slope on the project site. d) Prior to the issuance applicant shall submit a parking lot lighting review and approval. of a building permit, the an exterior lighting plan and plan/study for the City's R. e) The proposed project shall comply with the City's Trip Reduction and Travel Measures Ordinance. Prior to final inspection or Certificate of Occupancy, the applicant shall submit a congestion management plan for the City's review and approval. g) Prior to the issuance of a building permit, the applicant shall submit a final detail of the trash/recycle bin enclosure for the City's review and approval. h) Prior to final inspection/occupancy, the applicant shall install the following improvements: 1. Re -stripe the northbound approach on Copley Drive to provide one left -turn and dual right - turn lanes; 2. Modify the existing traffic signal accordingly; 3. Install a five-foot wide sidewalk along the remaining property frontage along Copley Drive which currently does not have sidewalk. The sidewalk is required to be installed south of the existing parkway, five feet beyond the existing curb in order to maintain consistency with the pedestrian access within Gateway Corporate Center; and 4. Appropriate driveway shall be installed and location delineated on the plans. Driveway shall not exceed 15 percent. Prior to the installation of the referenced improvements, the applicant shall obtain an encroachment permit from the Public Works Division. i) Before the issuance of a grading permit the applicant shall submit an erosion control plan for the City's review and approval. The erosion control plan shall conform to NPDES standards and incorporate the appropriate BMP's j) Before the issuance of a grading permit, a complete grading plan shall be submitted in accordance with the City's grading requirements for the City's review and approval. Grading plan shall be signed/stamped by a civil engineer, geotechnical engineer and geologist. k) The complete grading plan shall delineate the existing and proposed topography, finished surface, finished grade, flow line, etc. and proper drainage with details and sections. 7 1) A soils report shall be required, incorporating the scope of the proposed development in the review and analysis. The soils report shall give appropriate recommendations for the construction of the project. Before the issuance of a grading permit, the soils report shall be reviewed and approved by the City. m) Applicant shall be responsible for sewer and storm drain connections and shall ensure connection with the L.A. County Department of Public Works for storm drain and sewer lateral if there is none currently available. Additionally, applicant shall pay the County Sanitation District for connection fees. n) Applicant shall comply with all National Pollutant Discharge Elimination System (NPDES) requirements and shall obtain the necessary permits. o) All six required handicap parking shall comply with the new State Handicapped Accessible Regulations. Plans shall delineate path of travel, including cross slope, a maximum two percent, for handicap parking spaces to the building and compliance with van parking. Additionally, all bathrooms and ramps shall be designed in compliance with State Handicapped Accessible Regulations. Elevators shall meet Chapter 30 of the 1994 Cal. U.B.C. p) Plan check submittal shall include irrigation plans. q) The applicant shall obtain the Los Angeles County Fire Department's approval. r) Plans shall be engineered to meet wind loads of 80 m.p.h. s) The office building and parking garage structure shall comply with the 1994 U.B.C., U.P.C., U.M.C. and the 1993 National Electric Code requirements. t) This grant is valid for two years and shall be exercised (i.e. construction started) within that period or this grant shall expire. A one year extension may be requested in writing and submitted to the City 30 days prior to the expiration date. u) This grant shall not be effective for any purpose until the permittee and owner of the property involved (if other than the permittee) have filed, within fifteen (15) days of approval of this grant, at*the City of Diamond Bar Community Development Department, their affidavit stating that they are aware of and agree to accept all the conditions of this grant. Further, this grant shall not be 0 effective until the permittee pays remaining City processing fees. v) If the Department of Fish and Game determines that Fish and Game Code Section 711.4 applies to the approval of this project, then the applicant shall remit to the City, within five days of this grant's approval, a cashier's check of $25.00 for a documentary handling fee in connection with Fish and Game Code requirements. Furthermore, if this project is not exempt from a filing fee imposed because the project has more than a deminimis impact on fish and wildlife, the applicant shall also pay to the Department of Fish and Game any such fee and any fine which the Department determines to be owed. The Planning Commission shall: a) Certify to the adoption of this Resolution; and b) Forthwith transmit a certified copy of this Resolution, by certified mail, to: Diamond Bar Business Associates, c/o AEW Capital Management, LP, 601 S. Figueroa, #2150, Los Angeles, CA 90017, and Opus West Corporation, 2030 Main Street, Irvine, CA 92614. APPROVED AND ADOPTED THIS 26TH DAY OF JANUARY 1999, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. BY: — J e McManus, Chairman I, Jas DeStefano, Planning Commission Secretary, do hereby certify that t e foregoing Resolution was duly introduced, passed, and adopted by the Planning Commission of the City of Diamond Bar, at a regular meeting of the Planning Commission held on the 26th day of January 1999, by the following vote: AYES: McManus, Tye, Kuo, Nelson, Ruzicka NOES: None ABSENT: None ABSTAIN: None ATTEST: James DeSte ano, Secretary a City of Diamond Bar PLANNING COMNUSSION Staff Report AGENDA ITEM NUMBER: 8.1 REPORT DATE: April 5, 1999 MEETING DATE: April 13, 1999 CASE/FILE NUMBER: Development Review No. 98- 15(1) and Variance 99-1 APPLICATION REQUEST: To construct crib type retaining walls varying in height with 13-foot maximum height PROJECT LOCATION: 21810 E. Copley Drive (Lot 22, Tract No. 39679) Diamond Bar, CA 91765 PROPERTY OWNERS: Diamond Bar Business Associates c/o AEW Capital Management, LP 601 S. Figueroa, #2150 Los Angeles, CA 90017 APPLICANT: Opus West Corporation, 2030 Main Street Irvine, CA 92614 BACKGROUND: The property owner, Diamond Bar Business Associates, and applicant, Opus West Corporation are requesting approval to amend Development Review No. 98-15 (pursuant to Code Section 22.48). The amendment requires review and approval of Variance No. 99-1 (pursuant to Code Section 22.54) in order to construct crib type retaining walls varying in height with a 13-foot maximum height. Development Review No. 98-15 was approved by the Planning Commission on January 26, 1999. The approval permits the construction of a two-story office building approximately 42,720 square feet with 243 parking spaces to be utilized for Allstate Insurance. The project site is located at 21810 E. Copley Drive (Lot 22, Tract No. 39679) within a commercial business center identified as Gateway Corporate Center. It is a vacant lot; approximately 6.47 acres with a 139,781 square foot (3.21-acre) graded pad. The site 1 has a storm drain easement within the western portion, outside the builable pad. The project site is adjacent to Development Review No. 98-13 (Lot 23), approved by the Commission on November 24, 1998 and amended (for a four level parking structure) on February 25, 1999 for Allstate Insurance. Gateway Corporate Center is approximately 233 acres of which approximately 143 acres are subdivided into lots to accommodate a mix development of office -professional, light manufacturing, restaurant and retail. The Center was processed by Los Angeles County and approved in the late 19801s. This approval incorporated a unilateral contract imposing land restrictions/development standards, which the City adopted on October 17, 1989. The General Plan land use designation for the project site is Professional Office (OP). Pursuant to the General Plan, this land use designation provides for the establishment of office -based working environments for general, professional, and administrative offices, as well as support uses. The zoning designation for the project site is Commercial - Manufacturing -Billboard Exclusion -Unilateral Contract (C-M-BE-U/C) Zone. This zoning designation permits general office uses. Generally, the following zones surround the project site: to the north is the Open Space (OS) and C-M-BE-U/C Zones; to the south is the C-M-BE-U/C and Single Family Residence -Minimum Lot Size 8,000 Square Feet (R-1-8,000) Zones; and to the east and west is the C-M- BE-U/C Zone. The project site is located within the City's Redevelopment Agency's Economic Revitalization Area. This lot was included in the Opus West negotiations to bring a second division of Allstate Insurance to Diamond Bar. ANALYSIS: Pursuant to Development Code Section 22.48, an application for Development Review is required for any and all commercial, industrial and institutional development, which involves the issuance of a building permit for construction or reconstruction of a structure. The original project (Development Review No. 98-15) met these criteria and was reviewed by the Planning Commission. The requested revision for retaining walls is considered a substantial change to the original approval. As such, the revision request requires the Planning Commission's review and approval. In addition to complying with the City's Development Review process and standards, the proposed revision must comply with the land use restrictions imposed upon Gateway Corporate Center by the adoption of the Unilateral Contract. Pursuant to Development Code Section 22.54, an application for a variance is required to allow for adjustments from the Code's development standards. The adjustment may be granted when special E circumstances (e.g., location, size, shape, surrounding, topography) are applicable to the property, which results in denying the property owner privileges enjoyed by other property owners in the vicinity and under the identical zoning district, or creates an unnecessary and non -self created, hardship by the strict application of the Development Code. Furthermore, all Variances require the Planning Commission's review and approval. The proposed revision request is to construct crib type retaining walls, which conform to the slope's angle. The retaining walls are located generally at the west, south, and east toes of slopes. At the south toe of slope two retaining walls are proposed with a 27- foot separation providing a pad area with 12 compact parking spaces. Pursuant to Code Section 22.20.040, the maximum height for retaining walls is six feet measured from the finished grade at the base of the wall. The Director may approve an additional height up to one foot in consideration of varying topography. Retaining walls exceeding this height require a Variance approval. The grading plan indicates that the crib retaining walls vary in height from 0.50 feet to approximately 12.30 feet with an average height of 8.00 feet. If the proposed retaining walls were constructed from concrete block, the maximum height would be about 10 feet. The crib retaining walls will be cutting into the slope, expanding the buildable pad, in order to allow additional parking stalls. The project site is approximately 6.47 acres with an existing graded pad of 3.21 acres (139,781 square feet). The project's pad size is approximately one-half of the site's total acreage. The original Planning Commission approval permitted a two-story 56,600 square foot office building with a footprint of approximately 28,300 square feet. The project's floor area ratio FAR) is .20. However, the General Plan allows a maximum FAR of 1.00. The Gateway Corporate Center's design standards allows an FAR of 0.50. If the project was built at the allowed 0.50 FAR as all other lots within the Center, due to the site's sloping topography, adequate parking spaces could not be provided. Most of the recently approved projects in the Center have provided more than adequate parking spaces. Therefore, due to the site sloping topography, which consists of one-half of the site, the retaining walls, in the height requested, are needed to provide additional parking ensuring that enough parking is provided on site. Moreover, the proposed retaining walls have received the Gateway Corporate Center's architectural committee's approval. Pursuant to the City's Development Code, general office requires one parking space for every 250 square feet of gross floor area. Gateway Corporate Center's development standards require that a general office use provide one parking space for every 250 square feet of net floor area. Therefore, the proposed project is required to provide 216 parking spaces based on net floor area or 226 parking spaces based on gross floor area. Development Review No. 98-15 as approved by the Planning Commission will provide 243 W parking spaces, which is adequate for general office. With the buildable pad's expansion, 66 additional parking spaces will be provided for a total of 309 parking spaces. The construction of the proposed retaining walls will cause the removal of approximately 10 eucalyptus trees on the slope along the west property line. The City's environmental consultant, Michael Brandman and Associates were contacted regarding the relocation of the 10 eucalyptus trees. According to the City's consultant, due to this tree species large taproot, relocation is not viable. Therefore, it is recommended that the applicant replace the trees with 10 eucalyptus trees of comparable size. Exhibit "A" includes a list of planting species that will be planted within the retaining walls' cells. The plant species are Trailing Lantana, Star Jasmine, Trailing Rosemary and Hall's Honeysuckle. The listed plant species are flowering and considered drought tolerant. The planting cells will be irrigated by a spray irrigation system at the walls below the four -foot height and by a drip tubing at the walls above the four -foot height. The applicant is required to submit a final landscape/irrigation plan for the City's review and approval prior to the issuance of a building permit. The landscape plan shall include plant species, size, quantity and location. The irrigation plan shall delineate the details of the irrigation system. Furthermore, the proposed landscaping and irrigation is required to comply with the City's established Water Efficient Landscape Regulations and will be plan checked accordingly. The City's Public Works Division reviewed this project. Their recommendations are within the attached draft resolution. ENVIRONMENTAL ASSESSMENT: Pursuant to the provisions of the California Environmental Quality Act (CEQA), the City has determined that an addendum to the previously approved Negative Declaration is required for this project. Negative Declaration No. 98-5 was adopted on January 26, 1999. Pursuant CEQA Section 15164, an addendum to adopted Negative Declaration No. 98-5 has been prepared for the crib type retaining walls. No further public review is required. NOTICE OF PUBLIC HEARING: Notice for this project was published in the Inland Valley Daily Bulletin and the San Gabriel Valleysrib]lne on March 24, 1999. Public hearing notices were mailed to approximately 18 property owners within a 700-foot radius of the project site on March 23, 1999. Furthermore, the project was posted with a display board on March 24, 1999. 4 RECOMMENDATIONS: Staff recommends that the Planning Commission approve Development Review No. 98-15(1), Variance No. 99-1, and Addendum to Negative Declaration No. 98-5, Findings of Fact and conditions of approval as listed within the attached resolution. REQUIRED DEVELOPMENT REVIEW FINDINGS: 1. The design and layout of the proposed development is consistent with the General Plan, development standards of the applicable district, design guidelines, and architectural criteria for specialized area (e.g., theme areas, specific plans, community plans, boulevards, or planned developments); 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future development, and will not create traffic or pedestrian hazards; 3. The architectural design of the proposed development is compatible with the characteristics of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48, the General Plan, City Design Guidelines, or any applicable specific plan; 4. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, and color that will remain aesthetically appealing; 5. The proposed project will not be detrimental to the public health, safety or welfare or materially injurious (e.g., negative affect on property values or resale(s) of property) to the properties or improvements in the vicinity; and 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). REQUIRED VARIANCE FINDINGS: 1. There are special circumstances applicable to the property e.g., location, shape, size, surroundings, topography, or other conditions), so that the strict application of the City's Development Code denies the property owner privileges enjoyed by other property owners in the vicinity and under identical zoning districts or creates an unnecessary and non - self created, hardship or unreasonable regulation which makes it obviously impractical to require compliance with the development standards; k, 2. Granting the Variance is necessary for the preservation and enjoyment of substantial property rights possessed by other property owners in the same vicinity and zoning districts and denied to the property owner for which the Variance is sought; 3. Granting the Variance is consistent with the General Plan and any applicable specific plan; 4. The proposed entitlement would not be detrimental to the public interest, health, safety, convenience, or welfare of the City; and 5. The proposed entitlement has been reviewed in compliance with the provisions of the California Environmental Quality Act CEQA). Prepared by: An J. u sociate Planner Attachments: 1. Draft resolution; 2. Draft addendum for Negative Declaration No. 98-5; 3. Exhibit "A" - site plan, grading plan, elevations and plant list for the loffel retaining walls dated April 13, 1999; 4. Application; and 5. Correspondence regarding Gateway Corporate Center's architectural committee's approval dated March 19, 1999. 0 PLANNING COMMISSION RESOLUTION NO. 99-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR APPROVING DEVELOPMENT REVIEW NO. 98-15(1), VARIANCE NO. 99-1 AND ADDENDUM TO NEGATIVE DECLARATION NO. 98-5, A REQUEST TO CONSTRUCT CRIB TYPE RETAINING WALLS WITH A 13-FOOT MAXIMUM HEIGHT. THE PROJECT SITE IS LOCATED AT 21810 E. COPLEY DRIVE, (LOT 22, TRACT NO. 39679) DIAMOND BAR, CALIFORNIA. A.RECITALS. 1. The property owner, Diamond Bar Business Associates c/o AEW Capital Management, LP and applicant, Opus West Corporation have filed an application to revise approved Development Review No. 98-15 and Negative Declaration No. 98-5 for a property located at 21810 E. Copley Drive, Diamond Bar, Los Angeles County, California, as described above in the title of this Resolution. The application also includes Variance No. 99-1. Hereinafter in this Resolution, the subject Development Review, Variance and Addendum to the Negative Declaration shall be referred to as the "Application". 2. The Planning Commission of the City of Diamond Bar on April 13, 1999 conducted a duly noticed public hearing on the Application. 3. Notification of the public hearing for this project was provided in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers on March 24, 1999. Eighteen property owners within a 700-foot radius of the project site were notified by mail on March 23, 1999. Furthermore, the project site was posted with a display board on March 24, 1999. B.Resolution. NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 1. This Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct. 2. Pursuant to the provisions of the California Environmental Quality Act (CEQA), the City has determined that a Negative Declaration is required for this project. 1 According to CEQA Section 15070, Negative Declaration No. 98-5 was prepared and adopted by the Plan Commission on January 26, 1999. Pursuant to CEQA S Grip 15164, an NAddendumtoadoptedNegativeDeclaration o`.'`98=5'.was prepared. The Planning Commission hereby finds 'hat the Initial Study review and Addendum to Negative Declaration No. 98-5 has been prepared by the City of Diamond Bar in compliance with the requirements of the California Environmental Quality Act of 1970 (CEQA) and guidelines promulgated thereunder. Furthermore, the Addendum to Negative Declaration No. 98-5 reflects the independent judgement of the City of Diamond Bar. 3. The Planning Commission hereby specifically finds and determines that, having considered the record as a whole including the findings set forth below, and changes and alterations which have been incorporated into and conditioned upon the proposed project set forth in the application, there is no evidence before this Planning Commission that the project proposed herein will have the potential of an adverse effect on wild life resources or the habitat upon which the wildlife depends. Based upon substantial evidence, this Planning Commission hereby rebuts the presumption of adverse effects contained in Section 753.5 (d) of Title 14 of the California Code of Regulations. 4. Based on the findings and conclusions set forth herein, this Planning Commission hereby finds as follows: a) The project relates to a vacant lot, approximately 6.47 acres, with a 139,781 square foot (3.21 acre) graded pad, within a commercial business center identified as Gateway Corporate Center. b) The project site has a General Plan land use designation of Professional Office (OP). Pursuant to the General Plan, this land use designation provides for the establishment of office -based working environments for general, professional, and administrative offices, as well as support uses. c) The project site is within the Commercial - Manufacturing -Billboard Exclusion -Unilateral Contract (C-M-BE-U/C) Zone. This zoning designation permits general office uses with additional parking as proposed. d) Generally, the following zones surround the project site: to the north is the Open Space (OS) and C-M- BE-U/C Zones; to the south is the C-M-BE-U/C and Single Family Residence -Minimum Lot Size 8,000 Square Feet (R-1-8,000) Zones; and to the east and west is the C-M-BE-U/C Zone. 2 e) The proposed Application is a request to c truct crib type retaining walls. The retaining a s` will generally be located at the west, south ands. toes of slopes. At the south toe of slope two retaining walls are proposed with a 27-foot separation providing a pad area with 12 compact parking spaces. The crib type retaining walls vary in height from 0.50 feet to approximately 13 feet. The retaining walls' purpose is to expand the buildable in order to provide additional parking spaces. DEVELOPMENT REVIEW f) The design and layout of the proposed development is consistent with the General Plan, development standards of the applicable district, design guidelines, and any architectural criteria for specialized area (e.g., theme areas, specific plans, community plans, boulevards, or planned developments). The design and layout of the proposed crib type retaining walls is consistent with the General Plan and City Design Guidelines in that this type of wall system helps protect the visual character and quality of the slopes at the project site. In addition, the wall cells will be planted with vegetation that is compatible with the existing slope vegetation. Furthermore, Gateway Corporate Center's architectural committee has approved the walls. With the Variance approval, the retaining walls will be consistent with the development standards of the applicable district. g) The design and layout of the proposed development will not unreasonably interfere with the use and enjoyment of neighboring existing or future development and will not create traffic or pedestrian hazards. The proposed crib type retaining walls will be utilized to expand the buildable pad in order to provide 66 additional parking then was previously approved. The retaining walls' designed will conform to the slopes' angle; thereby preserving the remaining slopes in a natural state. The crib type retaining walls have cells, which will be planted with vegetation compatible with the existing vegetation on the slopes. With the maturity of the new vegetation, the retaining walls will recede into the slopes. As such, the retaining wall will not unreasonably interfere with the use and enjoyment of the neighboring or future. Furthermore, the expansion of the parking has been reviewed by the 3 City's Public Works Division and is not e ected to create traffic or pedestrian hazards. l h) The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain the harmonious, orderly and attractive development contemplated by Chapter 22.48, the City's General Plan, City Design Guidelines, or any applicable specific plan. As referenced in Items (f), (g) and (h) above, the design of the proposed crib type retaining walls is compatible with the character of the surrounding neighborhood and will maintain the harmonious, orderly and attractive development contemplated by Chapter 22.48, the City's General Plan, City Design Guidelines, or any applicable specific plan. i) The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, and color that will remain aesthetically appealing. As referenced in Items (f), (g) and (h) above, the proposed crib type retaining walls will provide a desirable environment for its occupants and visiting public as well as its neighbors. j) The proposed development will not be detrimental to public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. Before the issuance of any City permits, the proposed crib type retaining walls are required to comply with all conditions within the approved resolution and the Public Works Division's requirements. The Public Works Division's involvement through soils report review and approval, inspections and the certification of the walls' construction will ensure that the proposed walls are not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. VARTANCF. k) There are special circumstances applicable to the property (e.g., location, shape, size, surroundings, topography, or other conditions), so that the strict application of the City's Development Code denies the property owner privileges enjoyed by other property 4 owners in the vicinity and under identical zoning districts or creates an unnecessary and non -self created, hardship or unreasonable regulation which makes it obviously impractical to require compliance with the development standards. Pursuant to Code Section 22.20.040, the maximum height for retaining walls is six feet measured from the finished grade at the base of the wall. The Director may approve an additional height up to one foot in consideration of varying topography. Retaining walls exceeding this height require a Variance approval. The grading plan indicates that the crib retaining walls vary in height from 0.50 feet to approximately 12.30 feet with an average height of 8.00 feet. If the proposed retaining walls were constructed from concrete block, the maximum height would be about 10 feet. The crib retaining walls will be cutting into the slope, expanding the buildable pad, in order to allow additional parking stalls. The project site is approximately 6.47 acres with an existing graded pad of 3.21 acres (139,781 square feet). The pad size is approximately one-half of the site's total acreage. The original Planning Commission approval permitted a two-story 56,600 square foot office building with a footprint of approximately 28,300 square feet. The project's floor area ratio (FAR) is .20. However, the General Plan allows a maximum FAR of 1.00. The Gateway Corporate Center's design standards allows an FAR of 0.50. If the project was built at the allowed 0.50 FAR as all other lots within the center, due to the site's sloping topography, adequate parking spaces could not be provided. Most of the recently approved projects in the Center have provided more than adequate parking spaces. Therefore, due to the site sloping topography, which consists of one-half of the site, the retaining walls, in the height requested, are needed to provide additional parking ensuring that enough parking is provided on site. 1) Granting the Variance is necessary for the preservation and enjoyment of substantial property rights possessed by other property owners in the same vicinity and zoning districts and denied to the property owner for which the Variance is sought. As state above in Item (k), the granting of the Variance will allow the applicant to provide additional parking, as other projects within the Center have been able to provide. 5 m) Granting the Variance is consistent with the Ge pal Plan and any applicable specific plan. l l t The proposed crib type retaining walls are consist&ht with the General Plan in that this type of wall system helps protect the visual character and quality of the slopes at the project site. In addition, the wall cells will be planted with vegetation that is compatible with the existing slope vegetation, thereby blending the walls into the slopes. Therefore, granting the Variance is consistent with the General Plan. The project site is not within a specific plan area. n) The proposed entitlement would not be detrimental to the public interest, health, safety, convenience, or welfare of the City. Before the issuance of any City permits, the proposed crib type retaining walls are required to comply with all conditions within the approved resolution and the Public Works Division's requirements. The Public Works Division's involvement through soils report review and approval, inspections and the certification of the walls' construction will ensure that the proposed walls are not detrimental to the public interest, health, safety, convenience, or welfare of the City. o) The proposed entitlement has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). Pursuant to the provisions of the California Environmental Quality Act (CEQA), the City has determined that an addendum to the previously approved Negative Declaration is required for this project. Negative Declaration No. 98-5 was adopted on January 26, 1999. Pursuant CEQA Section 15164, an addendum to adopted Negative Declaration No. 98-5 has been prepared for the crib type retaining walls. No further public review is required. 5. Based on the findings and conclusions set forth above, the Planning Commission hereby approves the Application subject to the following conditions: a) The project shall substantially conform to site plan, grading plan, elevations, plant list, and final landscape/irrigation plan collectively labeled as Exhibit "A" dated April 13, 1999, as submitted and approved by the Planning Commission, as amended herein. 1 b) The site shall be maintained in a condition which is free of debris both during and after the construction, addition, or implementation of the entitlement granted herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor utilized has obtained permits from the City of Diamond Bar to provide such services. c) Prior to the issuance of a building permit, the applicant shall submit a final landscaping/ irrigation plan which delineates plant species, size, quantity and location, for the City's review and approval. The landscape/irrigation plan shall comply with the City's established Water Efficient Landscape Regulations and shall be plan checked accordingly before the issuance of any City permits. Additionally, non-invasive plant species shall be utilized, thereby avoiding the degradation of the natural open space slope on the project site. d) The crib type retaining walls will cause the removal of 10 eucalyptus trees on the slope along the west property line. As a result, the applicant shall replace the trees with 10 eucalyptus trees of comparable size. e) A soils report shall be required, incorporating the scope of the proposed crib type retaining walls in the review and analysis. The soils report shall give appropriate recommendations for the construction of the walls. Before the issuance of a grading permit, the soils report and the required retaining wall calculations shall be reviewed and approved by the City. f) During construction, it is required that the soils engineer of record be on -site 100 percent of the time to certify the walls' construction. g) All conditions of approval in Planning Commission Resolution No. 99-03, adopted on January 26, 1999, shall remain in full force and effect. h) This grant is valid for two years and shall be exercised (i.e. construction started) within that 7 period or this grant shall expire. A one-year extension of time may be approved when submitted to the City in writing at least 60 days prior to the expiration date. The Planning Commiss /'Il consider the extension request at a duly notll',ed public hearing in accordance with Chapter 22.`7-'Of the City of Diamond Bar Development Code. k) This grant shall not be effective for any purpose until the permittee and owner of the property involved (if other than the permittee) have filed, within fifteen (15) days of approval of this grant, at the City of Diamond Bar Community Development Department, their affidavit stating that they are aware of and agree to accept all the conditions of this grant. Further, this grant shall not be effective until the permittee pays remaining City processing fees. 1) If the Department of Fish and Game determines that Fish and Game Code Section 711.4 applies to the approval of this project, then the applicant shall remit to the City, within five days of this grant's approval, a cashier's check of $25.00 for a documentary handling fee in connection with Fish and Game Code requirements. Furthermore, if this project is not exempt from a filing fee imposed because the project has more than a deminimis impact on fish and wildlife, the applicant shall also pay to the Department of Fish and Game any such fee and any fine which the Department determines to be owed. The Planning Commission shall: a) Certify to the adoption of this Resolution; and b) Forthwith transmit a certified copy of this Resolution, by certified mail, to: Diamond Bar Business Associates, c/o AEW Capital Management, LP, 601 S. Figueroa, #2150, Los Angeles, CA 90017, and Opus West Corporation, 2030 Main Street, Irvine, CA 92614. 3 APPROVED AND ADOPTED THIS 13TH DAY OF APRIL 1999, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. BY: Steve Tye, Chairman I, James DeStefano, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted by the Planning Commission of the City of Diamond Bar, at a regular meeting of the Planning Commission held on the 13th day of April 1999, by the following vote: ATTEST: AYES: NOES: ABSENT: ABSTAIN: James DeStefano, Secretary 4 j CITY OF DIAMOND BAR DEPARTMFNr COW IITY DEVELOPMENT 21660 E. Copley Drive Suite 190 909)396-5676 Fax (909)1361-3117 w r r VARIANCE APPLICATION Record Owner Applicant Name Diamond Bar Associates Opus West Corporation Address CIO AEW Capital Mgmt, LP 2030 Main St. Suite 520 601 S. Figueroa Suite 2150 City Los Angeles, CA Irvine, CA Zip 90017 92614 Phone 213) 312-2611 949) 622-1950 C-se# FPL # ' 5 Deposit s 00 ReceipW By Date Reed Applicant's Agent NOTE: It is the applicant's responsibility to notify the Community Development Director in writing of any change of the principals involved during the processing of this case. Attach a separate sheet, if necessary, including names, addresses, and signatures of members of partnerships, joint ventures, and directors of corporations.) Consent. I certify that 1 am the owner of the herein described property and permit the application to fife this request. e,( k Date Signed All record owners) Certification: 1, the undersigned, hereby certify under penalty of perjury that the information herein provided is correct to the best of my knowledge. Print Name Opus West Cor ration Applicant or Agent) or Agent) Location Y 21810 East Copley Drive Diamond Bar Lot 22 street address or tract and lot number) Beween Bridge Gate Drive and Golden Springs Drive street) ( Street) Zoning C-M-BE-UIC HNM Project Size (gross acres) 6.47 Project Density .20 Previous Cases 9&15 Present Use of Site Vacant Land Use applied for Modify the site plan with retaining wall to allow for additional nnrkii on site_ Domestic Water Source Walnut Valle Water District Company/District Walnut Valley Water District Method of Sewage Disposal Gravit Sewer Sanitation District County of Sanitation District of LA Grading of Lots by Applicant? YES X NO Amount Show necessary grading design on site plan or tent. map) LEGAL DESCRIPTION (All ownership comprising the proposed lotsiproject). If petitioning for zone change, attach legal description of exterior boundaries of area subject to the change.) Lot 22 as per Tract Map No. 39679 in the County of Los Angeles as per map recorded in Book 1083 pages 14-23 inclusive of Tract Maps, in the Office of the County Recorder of Said County. Project Site: 56 800 G.S.F. 1 Gross Area No. of Lots Area devoted to: Structures 28,300 GSF Open space 30,000 S.F. Residential project: NIA and Gross Area Proposed Density NIA Units/Acres Number and types of Units NIA Residential Parking: Type Required NIA Provided Total Required Total Provided Area devoted to structures = Building footprint No. of floors 2. Landscaping/Open Space = Landscaping provided within net usable site area. Project size = Gross Building Floor Area. l.: VARIANCE CASE -BURDEN OF PROOF In addition to the information required in the application, the applicant shall substantiate to the satisfaction of the Planning Commission, the following facts: A. That the requested use at the location proposed will not: 1. Adversely affect the health, peace, comfort or welfare or persons residing or working in the surrounding area, or 2. Be materially detrimental to the use, enjoyment or valuation of property of other persons located in the vicinity of the site, or 3. Jeopardize, endanger or other wise constitute a menace to the public health, safety or general welfare. Variance is being requested to expand parking on site using retaining walls. The current city code allows for 8' high retaining walls. This variance requests some areas of retaining walls to a maximum height of 14 feet. Wall height is measured from finish paving surface at parking area adjacent to bottom of wall. Generally walls will be from 2.5 feet high to a maximum not to exceed height of 14 feet high with the average height being 8 feet. The retaininq walls will be built at the rear of the project, behind the office building, barely visible if at all to the street frontage. B. That the proposed site is adequate in size and shape to accommodate the yards, walls, fences, parking and loading facilities, landscaping and other development features prescribed in this Ordinance, or as is otherwise required in order to integrate said use with the uses in the surrounding area. The retaining walls proposed in the variance request are well within the property owned by the Record Owner and requested by Applicant. C. That the proposed site is adequately served: By highways or streets of sufficient width and improved as necessary to carry the kind and quantity of traffic such use would generate, and 2. By other public or private service facilities as are required. Site has access to mass transportation via, city bus system and also access to site via Copley Drive direct access). D. That there are special circumstances or exceptional characteristics applicable to the property involved, such as size, shape, topography, location or surroundings, which are to generally applicable to other properties in the same vicinity and under identical zoning classification. There are slopes at the rear and sides of the property. Without the use of retaining walls, parking on site is minimized. E. That such variance is necessary for the preservation of a substantial property right of the applicant such as that possessed by owners of other property in the same vicinity and zone. Retaining walls have been used in the Gateway Corporate Center _promect by other owners to maximize on -site parkinq thereby minimizing the need for street parking F. That the granting of the variance will not be materially detrimental to the public welfare or be injurious to other property or improvements in the same vicinity and zone. The variance will be consistent with the use intended and zoned for the property. 8' high retaining walls are allowed so the variance only requests an adjustment to the height and only in small areas of the property. _ __ Staff Use Project No. INITIAL STUDY QUESTIONNAIRE A. GENERAL INFORMATION Project Applicant (Owner): Project Representative: Opus West Corporation Jeff Hill - Opus West Corporation NAME NAME 2030 Main Street, Suite 520 ADDRESS Irvine, CA 92614 PHONE # 2030 Main Street, Suite 520 ADDRESS Irvine, CA 92614 PHONE # 1. Action requested and project description: Variance to increase retaining wails height from 8 feet to small areas not to exceed a maximum height of 14 feet. 2. Street location of project: 21810 East Copley Drive, Diamond Bar, CA 3a. Present use of site: Vacant Land 3b. Previous use of site or structures: Vacant Land 4. Please list all previous cases (if any) related to this project: Case # 98-15 5. Other related permit/approvals required. Specify type and granting agency. None 6. Are you planning future phases of this project? Y L'J If yes, explain: 7. Project Area: Covered by structures, paving: 3.13 Acres Landscaping, open space: 3.34 Acres Total Area: 6.47 Acres 8. Number of floors: 2 9. Present zoning: C-M-BE-UIC k . . 10. Water and sewer service: Does service exist at site? If yes, do purveyors have capacity to meet demand of project and all other approved projects? Domestic Water D N N Public Sewers 0 N Yd N If domestic water or public sewers are not available,how will these services be provided? Residential Projects: NIA 11. Number and type of unites: 12, Schools. - What school district(s) serves the property? Are existing school facilities adequate to meet project needs? YES NO If not, what provisions will be made for additional classrooms? Non -Residential projects: 13. Distance to nearest residential use or sensitive use (school, hospital, etc.) 4.5 miles to Diamond Bar High School 14. Number and floor area of buildings: 1 building - 2 floors 15. Number of employees and shifts: NIA - Spec Building 16. Maximum employees per shift: NIA 17. Operating hours: NIA 18. Identify any: End products NIA Waste products NIA Means of disposal NIA 19. Do project operations use, store or produce hazardous substances such as oil, pesticides, chemicals, paints, or radioactive materials? YES Q If yes, explain 20. Do your operations require any pressurized tanks? YES NO If yes, explain 21. Identify any flammable, reactive or explosive materials to be located on -site. 22. Will delivery or shipment trucks travel through residential areas to reach the nearest highway? YES NO If yes, explain B. ENVIRONMENTAL INFORMATION Environmental Setting - Project Site a. Existing use/structures Vacant Land b. Topography/slopes Graded building pad, manufactured & natural slopes c. Vegetation Commercial landscaping on manufactured slopes and low brush/native growth on natural slopes _ d. Animals NONE e. Watercourses NONE Cultural/historical resources NONE g. Other NONE 2. Environmental Setting - Surrounding Area a. Existing uses structures (types densities): Low-rise office buildings' Pro'ected site located in Gateway Corporate Center. b. Topography/slopes Graded Buildinq pads,manufactured slo es and natural slopes. c. Vegetation Commercial landscaping at perimeters of buildings and along public right of was and on manufactured slopes. Low brush/ native natural growth on natural slopes. d. Animals Those naturally occurring in natural slope areas of surrounding hillsides. e. Watercourses NONE f. Cultural/historical resources NONE g. Other. NONE Answers are not required if the area does not contain natural, undeveloped land. 3. Are there any major trees on the site, including oak trees? EIS NO If yes, type and number: Approximately (10) eucalyptus trees on the slope along the west property line will be affected by retaining wall construction. 4. Will any natural watercourses, surface flow patterns, etc., be changed through project development?. - YES If yes, explain: 5. Grading: Will the project require grading? NO If yes, how many cubic yards? Cut = 2,536 C.Y.: Fill = 3,380 C.Y. Will it be balanced on site? YES If not balanced, where will dirt be obtained or deposited? Import of less than 1,000 C.Y. from commercial - certified offsite supplier. 6. Are there any identifiable landslides or other major geological hazards on the property (uncompacted fill)? YES If yes, explain: 7. Is the property located within a high fire hazards area (hillsides with moderately dense vegetation)? YES Q Distance to nearest fire station: +1- 1 mile C, Grand Avenue north of Diamond Bar Blvd. 8. Noise: Existing noise sources at site: Project site impacted by SR 57 and SR 60 Freeways and Golden Springs Drive. _ Noise to be generated by project: Will not surpass existing sound levels. Fumes: Odors generated by project: None: other than cars traveling to Project Site. Could toxic fumes be generated? NO 9. What energy -conserving designs or material will be used? Project will compIV with the UBC design and construction standards thereby conforming to the City's energy conservation standards. CERTIFICATION: I ,,, reby certify that the statements fu mshad above and in the attached exhibits present the data and information nxpired for this initial evaluation to the best of my ability, and that the facts, statements, and information presented are true and correct to the best of my knowledge and belief. C Date signature For. r- c AEW VIA FAX AND US MAIL March 19, 1999 SEWC Capiril Manage entJefferson E. Hill, Jr. arld alidrared enclues Opus Westest Corporation 601 S. Figueroa sneer. Suire 2ISO Suite 520 Los Angela, CA M I T ,;os 2030 Main Street 1-elephone(213)689-1,III Irvine, CA 92614 RE: Approval of Plans for Lots 22 Retaining Wall Dear Jeff: This letter shall serve as approval by the Architectural Committee, pursuant to Article V of the Master Declaration of Covenants, Conditions and Restrictions of Gateway Corporate Center, of the plans and specifications submitted by your firm for the construction of a retaining wall for Lot 22. Said approval is based upon review of the following documents: New Conceptual Site Plan and Retaining Wall Layout, dated 3/8/99. Undated Plan View showing dimensions of wall in relation to building and site. As noted in Article V of the CC&R's, owners are expected to develop improvements in conformance with the approved plans and in accordance with the conditions of the city and other governing entities. In particular, please note that the wall height must not exceed 14 feet from finished paving surface to top of wall, and it must be landscaped. Should you have any questions or comments, please contact me at 213-312-2611. S' rely, Michael Pe p Vice Preside Secretary Gateway Corporate Center Association A California Nonprofit Mutual Benefit Corporation P.\QSAR9t)Lff Pt4t\WOpD iBl'ISRS V999w1 HILLf)OC AGENDA ITEM NUMBER: REPORT DATE: MEETING DATE: CASE/FILE NUMBER: APPLICATION REQUEST: PROJECT LOCATION: PROPERTY OWNERS: APPLICANT: BACKGROUND: City of Diamond Bar PLANNNG COYMUSSIQN Staff Report 8.1 January 18, 1999 January 26, 1999 Development Review No. 98-15 To construct a two story commercial office build- ing of approximately 56,600. 21810 E. Cooley Drive Lot 22, Tract No. 39679) Diamond Bar, CA 91765 Diamond Bar Business Associates c/o AEW Capital Management, LP 601 S. Figueroa, #2150 Los Angeles, CA 90017 Opus West Corporation, 2030 Main Street Irvine, CA 92614 The property owner, Diamond Bar Business Associates and applicant, Opus West Corporation are requesting approval of Development Review No. 98-15 (pursuant to Code Section 22.72.020.A. and 22.72.040). The request is for approval to construction a two-story, commercial office building of approximately 56,600 square feet to be utilized for general office. The project site is located at 21810 E. Cooley Drive (Lot 22, Tract No. 39679) within a commercial business center identified as. Gateway Corporate Center. It is a vacant lot, approximately 6.47 acres with a 139,781 square foot (3.21 acre) graded pad. The site has a storm drain easement within the western portion, outside the builable pad. The project site is adjacent to Development Review 1 r ' 1 1 No. 98-13, approved by the Commission on November 24, 1998 for Allstate Insurance. Gateway Corporate Center is approximately 233 acres of which approximately 143 acres are subdivided into lots to accommodate a mix development of office -professional, light manufacturing, restaurant and retail. The Center was processed by Los Angeles County and approved in the late 1980's. This approval incorporated a unilateral contract imposing land restrictions/development standards which the City adopted on October 17, 1989. The project site has a General Plan land use designation of Professional Office (OP). Pursuant to the General Plan, this land use designation provides for the establishment of office -based working environments for general, professional, and administrative off ices, as well as support uses. Additionally, development within the OP designation will maintain a floor area ratio (FAR) between 0.25 and 1.00. The project site is within the Commercial - Manufacturing -Billboard Exclusion -Unilateral Contract (C-M-BE-U/C) Zone. This zoning designation permits general office uses. Generally, the following zones surround the project site: to the north is the Open Space (OS) and C-M-BE-U/C Zones; to the south is the C-M-BE-U/C and Single Family Residence -Minimum Lot Size 8,000 Square Feet (R-1-8,000) Zones; to the east is the C-M-BE-U/C Zone; and to the west is the C-M-BE-U/C Zone. ANALYSIS: As previously stated, the General Plan provides for the establishment of office -based working environments for general, professional, and administrative offices, as well as support uses within' the OP land use designation. The FAR requirement within this designation is between 0.25 and 1.00. The proposed project, a general office use, with an FAR of .20, complies with the General Plan. In 1990, the City established Development Review Ordinance No.5. Its purpose is to: support the General Plan's implementation; stress quality community design standards; encourage an orderly and harmonious appearance of structures and property; assist development to be more cognizant with public concerns of aesthetics; reasonably ensure that new development does not have an adverse aesthetic, health, safety or architecturally related impact upon adjoining properties or the. City in general and preserve significant topographic features. Pursuant to the Development Review Ordinance's section 22.72.020.A., an application for Development Review is required for any and all commercial, industrial and institutional development which involves the issuance of a building permit for construction or reconstruction of a structure. Therefore, the proposed project, a commercial development involving the issuance of a building permit requires Development Review by the Planning Commission. 2 In addition to complying with the City's Development Review ordinance, the proposed project must comply with the land use restrictions imposed upon Gateway Corporate Center by the adoption of the Unilateral Contract. The following is a comparative between the Unilateral Contract's development standards and the proposed project's development standards. UNILATERAL CONTRACT'S DEVELOPMENT PROPOSED PROJECT'S STANDARDS DEVELOPMENT STANDARDS Lot 22 Lot 22 Setbacks: Minimum Setbacks: North property line, adjacent North property line - building to Copley Dr. - 45 ft from the setback - 100 ft.; parking property line for building; and setback from property line - 27 25 ft. from property line for ft; parking; East property line, adjacent to East property line - building Lot 23, to edge of existing pad setback - 510 ft.; parking approximately 420 feet; setback - 435 ft; West property line - toe of West property line - building slope sets the boundary for setback - 80 ft.; parking development, approximately 20 setback - 30 ft; feet from property line; South property line - the toe South property line - parking of slope provides boundary for minimum 10 ft. with toe of development, varying from slope providing boundary for approximately 20 ft. to 100 development; building - 178 ft. ft.; from property line; Building Height: Building Height: Three stories or 55 ft, Two stories/42 ft. whichever is less. Parking: Parking: General offices - minimum one Parking required calculated at space for each 250 square feet minimum one space for each 250 of net floor area; square feet of net floor area - 216; provided - 243; Parking arranged in a geometric Parking arranged in a geometric pattern; pattern; 3 ft. wide by 4 ft. long curbed 5 ft. wide by 18 ft. (min.) tree planter between stalls at long curbed tree planter 4 to 6 stall intervals; and between stalls at 4 to 6 stall intervals; and Maximum compact stalls - 30% Maximum compact stalls at 26% at 62 parking spaces. 3 Landscaping: Landscaping: 15% of the gross usable lot 15% of the gross usable lot area (including front setback area (including front setback area but excluding all natural area but excluding all natural and graded side and rear yard graded sides and rear yard slopes). slopes). Architecture: Architecture: Contemporary with simple Contemporary, simple in form building masses simple in form with strong geometric lines. and of strong geometry. Building Materials: Building Materials; Contemporary, utilizing glass, Glazing - green reflective brick, non -pattern tile, metal glass, accent color - tan, panels, "tilt -up", "poured -in- building finish light tan. place" or "precast concrete" with a natural finish sandblasted or textured), and uniform in color, concrete block (textured, split face, or sandblasted), and/or glass block. Roofs• Roof• Generally flat, with minimum Generally flat; slope for adequate drainage; may include simple gable or shed forms; and Roof mounted equipment - hidden Roof mounted equipment - hidden behind roof parapet, not to be by screen, constructed from visible from surrounding corrugated metal, painted to streets, driveways, or adjacent match building. buildings on a horizontal sight line; or screen, constructed using materials complementary to building, integrated with architectural design. The proposed project was reviewed by Gateway Corporate Center's architectural committee. The architectural committee approved the plans. The proposed office building's exterior is referenced in the above comparison chart. The proposed architectural style, colors and materials are compatible with the requirements of Gateway Corporate Center and existing structures within the Center. A conceptual floor plan is included as Exhibit "A". The proposed use is general office, the actual tenants are not known at this time. Therefore, the actual floor plan will vary from the concep- tual floor plan. Although the building is 56,600 gross square feet, the rental or net square footage is 54,000 square. It is the 54,000 square feet that the final floor plan will be based on. 4 z--1 Pursuant to the adopted Development Code and the Los Angeles County Planning and zoning Code utilized by the City until December 2, 1998, general office requires one parking space for every 250 square feet of gross floor area. Gateway Corporate Center's development standards require that a general office use provide one parking space for every 250 square feet of net floor area. Therefore, the proposed project is required to provide 216 parking spaces based on net floor area or 226 parking spaces based on gross floor area. The proposed project will provide 243 parking spaces which is adequate for general office. On January 6, 1999, the applicant submitted a traffic impact analysis and site plan evaluation for the City's review and approval. The analysis, dated January 5, 1999 was prepared by Linscott Law and Greenspan. The study indicates that the proposed project is expected to generate 860 daily two-way trips, with 118 trips (104 inbound, 14 outbound) anticipated during the AM peak commute hour. At the PM peak commute hour, it is anticipated that 142 trips (24 inbound, and 118 outbound) will be generated. The analysis also consider future projects for Lots 12 and 15 within Gateway Corporate Center. With the proposed and future projects, it is anticipated that the intersection of Copley Drive/Golden Springs Drive will be impacted. Additionally, the level of service LOS) of this key intersection, during the PM peak hour will go from acceptable LOS C to LOS F. However, with the implementation of the following recommended improvements, the proposed projects' impact will be mitigate and the intersection will accommodate the increased capacity: 1. Re -stripe the northbound approach on Copley Drive to provide one left -turn and dual right -turn lanes; and 2. Modify the existing traffic signal accordingly. The identified improvements, which will be conditions of approval, are expected to mitigate the impact of future and background and/or project traffic; improve LOS to and acceptable range; and mitigate the significant impact of future development (Lots 22, 12 and 15). Site access and internal circulation were evaluated in the traffic analysis. Access and internal circulation are deemed adequate. The driveway will be able to accommodate ingress and egress traffic without undue congestion. No modifications to the existing striping on Copley Drive are required to accommodate the project driveway. Curb radii have been confirmed and will accommodate cars and small trucks. A sidewalk partially exist adjacent to the project site's property line along Copley Drive. The applicant will be required to install a five foot wide sidewalk along the remaining property frontage at Copley Drive which does not have a sidewalk. The sidewalk is required to be installed south of the existing parkway, five feet beyond the existing curb in order to maintain consistency with the pedestrian access within Gateway Corporate Center. 5 The City has a Trip Reduction and Travel Measure Ordinance No. 1 1993). The Ordinance pertains to a trip reduction and travel demand management that promotes alternative transportation methods and parking management programs. The Ordinance's applicability begins with non-residential development of 25,000 square feet or more. The proposed project is approximately 56,600 square feet, as such, it is required to comply with the City's Trip Reduction and Travel Demand Measures. Parking lot lighting and exterior site lighting was not submitted. The applicant is required to submit a exterior lighting plan and a parking lot lighting plan/study for the City's review and approval prior to the issuance of a building permit. Although a flat pad exists on the site, some grading is proposed. Approximately, 4,230 cubic yards of earth will be excavated and recompacted placing fill within the building footprint and the north, south and eastern portion of the project site. Approximately, 194 cubic yards of earth will be imported, thereby creating a fill of 4,442 cubic yards. Landscaping/irrigation is proposed. The City's current code requires that 20 percent of the site area be landscaped. As referenced in the comparison chart, Gateway Corporate Center requires that 15 percent of the gross usable lot area (including front setback area but excluding all natural and graded side and rear yard slopes) be landscaped. The City's new Development Code Section 22.04.020 F. 4., Private Agreements.) infers that if the City is a party to an agreement (i.e. Unilateral Contract) then that agreement shall be enforced in the event of a conflict between the Development Code and the agreement. Approximately 15 percent acceptable pursuant to Section 22.04.020 F. 4.,) of the gross usable lot are (including front setback area but excluding all natural and graded side and rear yard slopes) will be landscaped. The applicant is required to submit a final landscape/irrigation for the City's review and approval prior to the issuance of a building permit. The landscape plan shall include plant species, size, quantity and location. Additionally, the proposed project is required to comply with the City's established Water Efficient Landscape Regulations and will be plan checked accordingly. A trash/recycle enclosure is provided, within the parking lot. The applicant is required to submit a detail of the enclosure. Signage is not a part of this applicant. Proposed signage will be reviewed at a later date. The City's Public Works Department and Building and Safety Division reviewed this project. Their recommendations are within the attached draft resolution. M ENVIRONMENTAL ASSESSMENT: The Environmental Impact Report (SCH 80121218) that reviewed the entire development of Gateway Corporate Center and which contemplated the type of use proposed by this project, required that the following traffic mitigation measures be installed. The traffic mitigation measures required by the EIR have been installed. Pursuant to the provisions of the California Environmental Quality Act (CEQA), the City has determined that a Negative Declaration is required for this project. According to CEQA Section 15070, Negative Declaration No. 98-5 has been prepared. NOTICE OF PUBLIC HEARING: Notice for this project was published in the Inland Valley Bulletin and the San Gabriel Valley Tribune on January 4, 1999. Public hearing notices were mailed to approximately 6 property owners within a 300 foot radius of the project site on December 30, 1998. RECOMMENDATIONS: Staff recommends that the Planning Commission approve Development Review No. 98-15, Findings of Fact and conditions of approval as listed within the attached resolution. REQUIRED DEVELOPMENT REVIEW FINDINGS: 1. The design and layout of the proposed project is consistent with the applicable elements of the City's general plan, design guidelines of the appropriate district, and any adopted architectural criteria for specialized area, such as designated historic districts, theme area, specific plans, community plans, boulevards, or planned developments; 2. Approval of the design and layout of the proposed project will not unreasonably interfere with the use and enjoyment of neighboring existing or future development, and will not create traffic or pedestrian hazards; 3. The architectural design of the proposed project is compatible with the characteristics of the surrounding neighborhood and will maintain the harmonious, orderly and attractive development contemplated by Chapter 22.72 of Development Review ordinance No. 5 (1990), City Design Guidelines and the City's General Plan; 4. The design of the proposed project would provide a desirable environment for its occupants and visiting public as well as 7 its neighbors through good aesthetic use of materials, texture, and color that will remain aesthetically appealing and will retain a reasonably adequate level of maintenance; and 5. The proposed project will not be detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. Prepared by: Ann . LurWu, A ci t Planner Attachments: 1. Draft resolution; 2. Negative Declaration No. 98-5; 3. Exhibit "A" - site plan, grading plan, floor plan, elevations, preliminary landscape plan and colors/materials board dated January 26, 1999; 4. Application; and 5. Correspondence regarding Gateway Corporate Center's architectural committee dated January 13, 1999. 8 PLANNING COMMISSION RESOLUTION NO. 98-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR APPROVING DEVELOPMENT REVIEW NO. 98-15 AND NEGATIVE DECLARATION NO. 98-5, A REQUEST TO CONSTRUCT A TWO-STORY, COMMERCIAL OFFICE BUILDING OF APPROXIMATELY 56,600 SQUARE FEET. THE PROJECT SITE IS LOCATED AT 21610 E. COPLEY DRIVE, (LOT 22, TRACT NO. 39679) DIAMOND BAR, CALIFORNIA. A. RECITALS. 1. The property owner, Diamond Bar Business Associates c/o AEW Capital Management, LP and applicant, Opus West Corporation have filed an application for Development Review No. 98-15 located at 21810 E. Copley Drive, Diamond Bar, Los Angeles County, California, as described above in the title of this Resolution. Hereinafter in this Resolution, the subject Development Review shall be referred to as the "Application". 2. The Planning Commission of the City of Diamond Bar on January 26, 1999 conducted a duly noticed public hearing on the Application. 3. Notification of the public hearing for this project has been made in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers on January 4, 1999,. Six property owners within a 300 foot radius of the project site were notified by mail on December 30, 1998. B. Resolution. NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 1. This Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct. 2. The Planning Commission hereby finds that the Initial Study review and Negative Declaration No. 98-5 has been prepared by the City of Diamond Bar in compliance with the requirements of the California Environmental Quality Act of 1970 (CEQA) and guidelines promulgated thereunder, pursuant to Section 15070. Furthermore, Negative Declaration No. 98-5 reflects the independent judgement of the City of Diamond Bar. 3. The Planning Commission hereby specifically finds and 1 determines that, having considered the record as a whole including the findings set forth below, and changes and alterations which have been incorporated into,and conditioned upon the proposed project set forth in the application, there is no evidence before this Planning Commission that the project proposed herein will have the potential of an adverse effect on wild life resources or the habitat upon which the wildlife depends. Based upon substantial evidence, this Planning Commission hereby rebuts the presumption of adverse effects contained in Section 753.5 (d) of Title 14 of the California Code of Regulations. 4. Based on the findings and conclusions set forth herein, this Planning Commission hereby finds as follows: a) The project relates to a vacant lot, approximately 6.47 acres, with a 139,781 square foot (3.21 acre) graded pad, within a commercial business center identified as Gateway Corporate Center. b) The project site has a General Plan land use designation of Professional Office (OP). Pursuant to the General Plan, this land use designation provides for the establishment of office -based working environments for general, professional, and administrative offices, as well as support uses. Additionally, development within the OP designation will maintain a floor area ratio (FAR) between 0.25 and 1.00. The proposed project maintains an FAR of 0.20. c) The project site is within the Commercial - Manufacturing -Billboard Exclusion -Unilateral Contract (C-M-BE-U/C) Zone. This zoning designation permits an general office uses as proposed. d) Generally, the following zones surround the project site: to the north is the Open Space (OS) and C-M- BE-U/C Zones; to the south is the C-M-BE-U/C and Single Family Residence -Minimum Lot Size 8,000 Square Feet (R-1-8,000) Zones; to the east is the C- M-BE-U/C Zone; and to the west is the C-M-BE-U/C Zone. e) The proposed Development Review is a request to construct a two-story, commercial office building of approximately 56,600 gross square feet (54,000 net square feet) to be utilized for general office. f) The design and layout of the proposed development is consistent with the applicable elements of the City's general plan, design guidelines of the appropriate district, and any adopted architectural criteria for specialized area, such as designated historic districts, theme areas, specific plans, community plans, boulevards, or planned developments. 2 The proposed project provides for the establishment of office -based working environment for general offices within the General Plan's OP land use designation. Pursuant to the General Plan, the proposed project will yield a pleasant environment for those working and visiting the office facility through its exemplary design, use of materials and colors, and landscaping which will offer a variety of plant species. The building setbacks from Copley Drive is 100 feet with the parking lot setback of 27 feet. These setbacks are appropriate in relation to the scale of the proposed building with its height of two-stories/42 feet and the street right-of-ways which are 84 feet for Copley Drive. The General Plan suggests that walls be minimized and utilized only for screening. Walls are not part of the proposed project. Screening for mechanical equipment is designed as part of the building with a complementary material and painted to match the building. The proposed project's architectural style, construction materials and colors are consistent and compatible with the existing structures within Gateway Corporate Center and has received the Center's architectural committee's approval. Therefore, the design and layout of the proposed project is consistent with the applicable elements of the City's General Plan, design guidelines of the appropriate district, and the City adopted architectural criteria of the Unilateral Contract of Gateway Corporate Center. g) The design and layout of the proposed development will not unreasonably interfere with the use and enjoyment of neighboring existing or future development and will not create traffic or pedestrian hazards. The proposed general office building is within the Commercial -Manufacturing -Billboard Exclusion - Unilateral Contract (C-M-BE-U/C) Zone which permits the purposed general office use. The proposed project's site is within the established Gateway Corporate Center which permits general office uses. General office uses were originally reviewed and approved for the Center. Additionally, the Center's certified Environmental Impact Report reviewed impacts related to traffic and pedestrians. As a result, the following traffic mitigation measures were required and were installed. 1. Improve that portion of the proposed bikeway along Golden Springs Drive fronting on Gateway Corporate Center; 2. Golden Springs Drive shall be widened to provide left -turn pockets at both entrance streets to the Center; and i 3. Traffic signals shall be installed 'on. Golden springs Drive, at the two entrance'dri;ves;to the Center. Additionally, a traffic analysis and site plan evaluation prepared by Linscott Law and Greenspan, dated January 6, 1999, recommends the following improvements: 1. Re -stripe the northbound approach on Copley Drive to provide one left -turn and dual right - turn lanes; and 2. Modify the existing traffic signal accordingly. The identified improvements, which will be conditions of approval, are expected to mitigate the impact of future and background and/or project traffic; improve LOS to and acceptable range; and mitigate the significant impact of future development (Lots 22, 12 and 15). h) The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain the harmonious, orderly and attractive development contemplated by Chapter 22.72 of Development Review Ordinance No. 5 1990), City Design Guidelines and the City's General Plan. Gateway Corporate Center and its Unilateral Contract were originally reviewed and approved by Los Angeles County. The Unilateral Contract sets forth land restrictions/development standards. The development standards require an architectural style that is Modern/Contemporary with materials, textures and colors that complement this style. As a result, the City, upon incorporation adopted the Unilateral Contact, thereby adopting the specified development standards. However, the proposed project's architectural style,. Contemporary, construction materials and colors are consistent and compatible with the Unilateral Contract and with the existing structures within Gateway Corporate Center. Furthermore the proposed project has received the Center's architectural committee's approval. The proposed architectural design is consistent with the City's Development Review ordinance in that the project: minimizes grading effect by utilizing the existing pad and preserving the slopes which surround the project site ; maintains public health, safety and general welfare by the installed traffic mitigation measures and the issuance of City permits and inspections; and has and orderly and harmonious design and appearance of the proposed structure, the parking area and landscaping. 4 As also referenced in Item 4 (f), the proposed project's design is consistent with the applicable elements of the General Plan. Therefore, the proposed project is compatible with the character of the surrounding neighborhood and will maintain the harmonious, orderly and attractive development contemplated by the City's Development Review Ordinance and General Plan. i) The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, and color that will remain aesthetically appealing and will retain a reasonably adequate level of maintenance. As referenced in the above findings, the proposed project's design is consistent with the applicable elements of the General Plan through its exemplary design, use of materials, colors and landscaping. The proposed materials of glass, aluminum, stucco and steel are low maintenance and long lasting. The varieties of texture and color add to the design's good aesthetics. Therefore, the design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture and color that will remain aesthetically appealing and will retain a reasonably adequate level of maintenance. j) The proposed development will not be detrimental to public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution and the Building and Safety Division, Public Works Division, Health Department and Fire Department requirements. The referenced agencies' involvement will ensure that the proposed office facility is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 5. Based on the findings and conclusions set forth above, the Planning Commission hereby approves the Application subject to the following conditions: a) The project shall substantially conform to site plan, grading plan, floor plan, elevations, final landscape/irrigation plan, final exterior and parking lot lighting plan/study and colors/materials board collectively labeled as Exhibit "A" dated 61 January 26, 1999, as submitted and approved by the Planning Commission. b) The site shall be maintained in a condition which is free of debris both during and after the con- struction, addition, or implementation of the entitlement granted herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor utilized has obtained permits from the City of Diamond Bar to provide such services. c) Prior to the issuance of a building permit, the applicant shall submit a final landscaping/ irrigation plan which delineates plant species, size, quantity and location, for the City's review and approval. The landscape/irrigation plan shall comply with the City's established Water Efficient Landscape Regulations and shall be plan checked accordingly before the issuance of any City permits. d) Prior to the issuance of a building permit, the applicant shall submit an exterior lighting plan and a parking lot lighting plan/study for the City's review and approval. e) The proposed project shall comply with the City's Trip Reduction and Travel Measures Ordinance. Prior to final inspection or Certificate of Occupancy, the applicant shall submit a congestion management plan for the City's review and approval. g) Prior to the issuance of a building permit, the applicant shall submit a final detail of the trash/recycle bin enclosure for the City's review and approval. h) Prior to final inspection/occupancy, the applicant shall install the following improvements: 1. Re -stripe the northbound approach on Copley Drive to provide one left -turn and dual right - turn lanes; 2. Modify the existing traffic signal accordingly; 3. Install a five foot wide sidewalk along the remaining property frontage along Copley Drive which currently does not have sidewalk. The sidewalk is required to be installed south of the existing parkway, five feet beyond the C existing curb in order to maintain consistency with the pedestrian access within Gateway Corporate Center; and 4. Appropriate driveway shall be installed and location delineated on the plans. Driveway shall not exceed 15 percent. Prior to the installation of the referenced improvements, the applicant shall obtain an encroachment permit from the Public Works Division. i} Before the issuance of a grading permit the applicant shall submit an erosion control plan for the City's review and approval. The erosion control plan shall conform to NPDES standards and incorporate the appropriate BMP's j) Before the issuance of a grading permit, a complete grading plan shall be submitted in accordance with the City's grading requirements for the City's review and approval. Grading plan shall be signed/stamped by a civil engineer, geotechnical engineer and geologist. k) The complete grading plan shall delineate the existing and proposed topography, finished surface, finished grade, flow line, etc. and proper drainage with details and sections. 1) A soils report shall be required, incorporating the scope of the proposed development in the review and analysis. The soils report shall give appropriate recommendations for the construction of the project. Before the issuance of a grading permit, the soils report shall be reviewed and approved by the City. m) Applicant shall be responsible for sewer and storm drain connections and shall ensure connection with the L.A. County Department of Public Works for storm drain and sewer lateral if there is none currently available. Additionally, applicant shall pay the County Sanitation District for connection fees. n) Applicant shall comply with all National Pollutant Discharge Elimination System (NPDES) requirements and shall obtain the necessary permits. o) All six required handicap parking shall comply with the new State Handicapped Accessible Regulations. Plans shall delineate path of travel, including cross slope, a maximum two percent, for handicap parking spaces to the building and compliance with van parking. Additionally, all bathrooms and ramps shall be designed in compliance with State Handicapped Accessible Regulations. Elevators shall meet Chapter 30 of the 1994 Cal. U.B.C. 7 p) Plan check submittal shall include irrigation plans. q) The applicant shall obtain the Los Angeles County, Fire Department's approval. r) Plans shall be engineered to meet wind loads of 80 m.p.h. s) The office building and parking garage structure shall comply with the 1994 U.B.C., U.P.C., U.M.C. and the 1993 National Electric Code requirements. t) This grant is valid for two years and shall be exercised (i.e. construction started) within that period or this grant shall expire. A one year extension may be requested in writing and submitted to the City 30 days prior to the expiration date. u) This grant shall not be effective for any purpose until the permittee and owner of the property involved (if other than the permittee) have filed, within fifteen (15) days of approval of this grant, at the City of Diamond Bar Community Development Department, their affidavit stating that they are aware of and agree to accept all the conditions of this grant. Further, this grant shall not be effective until the permittee pays remaining City processing fees. v) If the Department of Fish and Game determines that Fish and Game Code Section 711.4 applies to the approval of this project, then the applicant shall remit to the City, within five days of this grant's approval, a cashier's check of $25.00 for a documentary handling fee in connection with Fish and Game Code requirements. Furthermore, if this project is not exempt from a filing fee imposed because the project has more than a deminimis impact on fish and wildlife, the applicant shall also pay to the Department of Fish and Game any such fee and any fine which the Department determines to be owed. The Planning Commission shall: a) Certify to the adoption of this Resolution; and b) Forthwith transmit a certified copy of this Resolution, by certified mail, to: Diamond Bar Business Associates, c/o AEW Capital Management, LP, 601 S. Figueroa, #2150 , Los Angeles, CA 90017, and Opus West Corporation, 2030 Main Street, Irvine, CA 92614. 8 APPROVED AND ADOPTED THIS 26TH DAY OF JANUARY 1999, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. LOW Joe McManus, Chairman I, James DeStefano, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted by the Planning Commission of the City of Diamond Bar, at a regular meeting of the Planning Commission held on the 26th day of January 1999, by the following vote: AYES: NOES: ABSENT: ABSTAIN: ATTEST: James DeStefano, Secretary E 4r n in tnu CITY OF WAMOND BAR CONY UMTY DEVE.LOPr• UNT DEVARTMENT 21660 E. Copley Drive Suitc 190 Record Owner Name Diamond Bar Associates Address CIO AEW Capital Mgmt, LP 601 S. Figueroa Suite 2150 City Los Angeles, CA Zip 90017 Phone 213) 312-2611 Applicant Opus West Corporation 2030 Main St. Suite 520 Irvine, CA 92614 949) 622-1950 N'b p8- 5 C-,' Jp fft- /S FPt_ a ? - 59 Depot i S kcc,csp# By -- Date Rcc'd Applicant's -Agent NOTE: It is the applicant's responsibility to notify the Community Development Director in writing of any change of the principals involved during the processing of this case. Attach a separate sheet, if necessary, including names, addresses, and signatures of members of partnerships, joint ventures, and directors of corporations.) Consent i certify that i am the owner of the herein described property and permit the application to file this request. Signed Date 1-lelp%? All record owners) Certification: 1, the undersigned, hereby certify under penalty of perjury that the information herein provided is correct to the best of my knowledge. Print Name Opus West Corporation Applicant or Agent)) SignedDate A I' ant or Agent) Location 21810 East Copley Drive _ Street address or tract and lot number) Zoning C-M-SE-UIC 7C 39 ( f H N M /I1 14 3fl 7 Previous Cases None by applicant for this lot Present Use of Site Vacant Land Use applied for -Storyoffice building with surface parking t _ Legal description: (all ownership comprising the proposed lot(s)/parcel(s). Lot 22 as per Tract Map No. 39679, in the County of Los Angeles as per map recorded in Book 1083, pages 14-23, inclusive of Tract Maps in the Office of the County Recorder of Said County. Area devoted to structures 28,300 GSF Landscaping/Open space 30 OOOS.F. Project size 56,600 G.S.F. _ Lot Coverage 10 % Proposed Density .20 Units/Acres) Style of Architecture Contemporary Number of Floors Proposed Two 2 Slope of Roof Flat 1/4" er FT Grading YES If yes, Quantity See below Cut 4230 C.Y. Fill 3632 C.Y. Import Yes If yes, Quantity 194 C.Y. Export None If yes, Quantity Not Applicable 1. Area devoted to structures = Building footprint + parking structure footprint. 2. Landscaping/Open Space = Landscaping provided within net usable site area. 15% of net usable site area is required). 3. Project size = Gross Building Floor Area. 4. Lot coverage = Building footprint + parking structure footprint - by gross lot area 24,550 + 36,800)/394,961. 5. Proposed density = Gross Building Area Gross Site Area 72,750/394,961) AEW VIA FEDERAL EXPRESS January 13, 1999 uAn, ca},real Jefferson E. Hill, Jr. a ld athllatnl MTYE V, Director Real Estate Development 1: `p1m .' `""" s" I" '' "' Opus West Corporation 1c,. 2030 Main Street #520 I I,, Irvine, CA 92614 Re: Approval of Plans for Lots 12 & 22 Dear Jeff: This letter shall serve as approval by the Architectural Committee, pursuant to Article V of the Master Declaration of Covenants, Conditions and Restrictions of Gateway Corporate Center, of the plans and specifications submitted by your firm for the development of Lots 12 & 22. Said approval is based upon review of the following documents: Conceptual Site Plan, dated 10/30/98 Conceptual Floor Plan, dated 10/30/98 Conceptual Elevation, dated 10/30/98 Preliminary Landscape Plan, dated 10/30/98 As noted in Article V of the CC&Rs, owners are expected to develop improvements in conformance with the approved plans and in accordance with the conditions of the city and other governing entities. Should you have any questions or comments, please contact me at 213-312-2611. Si erely Michael Pep*:sident &Secretary Gateway Corporate Center Association A California Nonprofit Mutual Benefit Corporation MA - A - ND NOTICE OF PUBLIC HEARING City of Diamond Bar, 21660 E. Copley Drive, Suite 190, Diamond Bar, CA 91765 TO: Property Owners within a 700-foot radius of subject site FROM: City of Diamond Bar, Planning Commission NOTICE IS HEREBY GIVEN, pursuant to State Law, that a public hearing will be held by the Planning Commission to determine whether or not the subject request shall be approved under the provisions of State Law and the City of Diamond Bar Zoning Code as follows: DATE AND TIME OF HEARING: Tuvesday, April 13, 1999, 7:00 P.M. for as aw theieartee s9 the mmUer c*a be ) PLACE OF HEARING: SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT Auditorium 21865 E. Copley Drive, Diamond Bar, CA 91765 SUBJECT: Development Review No. 98-15(1) and Variance No. 99-1 REQUEST: Development Review No. 98- 15(1) and Variance No. 99-1 (pursuant to Code Section Chapters 22.48 and 22.54) is a request to revise a project approved by the Planning Commission on January 26, 1999. The approved project permits the construction of a two-story office building approximately 42,720 square feet on a vacant lot within Gateway Corporate Ceder. The Variance request (a revision to the Planning Commission approval) is to construct loffel type retaining walls varying in height with a maximum height of approximately 13 feet which exceeds the allowable six-foot height. The retaining wails will be utilized to expand the pad in order to provide more parking spaces. PROPERTY ADDRESS: 21810 E. Copley Drive (Lot 22, Tract No. 39679), Diamond Bar, CA 91765 PROPERTY OWNER: Diamond Bar Associates, c/o AEW Capital Management, LP, 601 S. Figueroa, Suite 2150, 1.os Angeles, CA 90017 APPLICANT: Opus West Corporation, 2030 Main Street, Suite 520, Irvine, CA 92164 ENVIRONMENTAL DETERMINATION: Pursuant to the provisions of the California Environmental Quality Act (CEQA), -the City prepared and adopted Negative Declaration No. 98-5 for the approved project. Pursuant to CEQA Section 15164, an Addendum to adopted Negative Declaration No. 98-5 has been prepared for the revision request. FurEher public review is not required. AREA MAP: Published in: San Gabriel Valley Tribune: March 24, 1999 Inland Valley Daily Bulletin: March 24, 1999 If you are unable to attend the public hearing, but wish to send written comments, please write to the City of Diamond Bar Community and Development Services Department/Planning Division at the address given below, To preview case materials or for further information on this subject please contact the Planning Division at (909) 396-5676. If you challenge this application and project in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written oorrespondence delivered to the Planning Commission at, or prior to, the public hearing. CASE MATERIALS are available for review between the hours of 8 a.m. and 3 p.m., at the City of Diamond Bar Department of Community and Development Services, Planning Division, 21660 Copley Dr., Ste. 190, Diamond Bar, CA 91765 r North Subject Site not fo kale) 14 Space below for use of County Clerk only) affiliated with SGV Newspaper Group 1210 N. Azusa Canyon Road West Covina, CA 91790 PROOF OF PUBLICATION 2015.5 C.C.P.) STATE OF CALIFORNIA County of Los Angeles I am a citizen of the United States, and a resident of the county aforesaid; I am over the age of eighteen years, and not a party to or interested in the above-entited matter. I am the principal clerk of the printer of SAN GABRIEL VALLEY TRIBUNE, a newspaper of general circulation which has been adjudicated as a newspaper of general circulation by the Superior Court of the County of Los Angeles, State of California, on the date of September 10, 1957, Case Number 684891. The notice, of which the annexed is a true printed copy, has been published in each regular and entired issue of said newspaper and not in any supplement thereof on the following dates, to wit: 3/24/99 declare under penalty of perjury that the foregoing is true and correct. Executed at West Covina, LA Co. California trIls 241( day o/f MARCIJ , 19 99 signature Proof of Publication of 1 NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN BY THE CITY OF DIAMOND BAR that the Planning Commission will conduct a public hearing on the following item to determine whether or not the subject request shall be approved under the Provisions of State law and the City of Diamond Bar's Zoning Code: Development Review No. 98-15 (1) and Variance No. 99-1 (pursuant to Code Section Chapters 22.48 and 22.54) !so request to revise a project approved by the Planning Commission on January 26, 7999. The approved project permits the construction of a two-story office building of approximately 42, 720 square feet on a vacant iot within Gateway Corporate Center. The Variance request (a revision of the PlanningCommissionapproval) is to construct loffel type retaining walls varying in height with a maximum height of approximately 13 feet which exceeds the allowable six-foot height. The retaining walls will be utilized to expand the pad in order to provide more parkingspaces, PROJECT ADDRESS: 21810 E. Copley Drive Lot 22, Tract No. 39679), 91765. Diamond Bar,CA PR WdaLiB-6h6Z9S R: Diamond Bar SNl340W Va(70LP3.4l8 S E-DW f}6 -L9S nagementt, ie Ap rru 3na y ib oe 1 Ai iUr7lll, y, rJ oofadsH90& P Mm S /617 R Z- PROOF OF PUBLICATION % ti 2015.5 C.C.P.) STATE OF CALIFORNIA, County of Los Angeles I, LINDA BARENG, do hereby declare that I am a citizen of the United States; I am over the age of eighteen years, and not a party to or interested in the below -entitled matter. I am the Legal Advertising Representative of the Inland Valley Daily Bulletin I NOTICE OF PUBLC HEARING formerly the Progress Bulletin) NOTICE IS HEREBY GIVEN BY THE CITY OF DIAMOND BAR that the Planning Commission will conduct a public hearing on thefollowingitemtodeterminewhetherornotthesubjectrequestshall be approved under the provisions of State law and the City Dia- A newspaper of general circulation, published daily in the ofmpndBar's Zoning Code: City of Ontario, County of San Bernardino, State of Califor- Develoament Revlew No 98-15 (1)and Variance No. 99.1 (pur- suant to Cade Section Chapters 22.46 and 2254) is a request to re- nia, and which has been adjudged a newspaper of general vise a project approved by the Planning Commission on January 26, 1999, The approved project permits the construction circulation by the Superior Court of the County Los Angeles, of a two-storyofficebuildingofapproximately42,720 square feel on a vacant lot within Gateway Corporate Center. The Variance request (a revision of California, under the date of June 15, 1945, Decree No. to the Planning Commission approval) is 10 Construct loffef type re - taining walls varying in height with a maximum height of approxi- Porno C-606; that the notice, of which the annexed is a print- mately 13 leet which exceeds the allowable six-foot height. The re - will be utilized to expand the pad in order to provide ed copy (set in type not smaller than nonpareil), has been moreparailsking spaces. published in each regular and entire issue of said newspaper PROJECT ADDRESS: 21810 E. Copley Drive (Lot 22, Tract No. 39679), Diamond Bar, CA 91 765. and not in any supplement thereof on the following dates, to PROPERTY OWNER: Diamond Bar Associales, do AEW Capital Wit: Management, LP, 601 S. Figueroa, Suite 2150. Los Angeles, CA90017 March 24, 1999 APPLICANT: Opus West Corporation, 2030 Main Street, Suite, 9520, Irvine, CA 92614 Environmental Determlhakion: Pursuant to the provisions of theCaliforniaEnvironmentalQualityAct (CEQA), the City I declare under penalty of perjury that the foregoing IS trueP7p1ygg prepared and adopted Negative Declaration No. 98-5 for the approved project. Pursuant to CEQA Seollon 15164, an Addendum and correct6 to adopted Nega- a Declaration No. 98-5 has been prepared for the revision re- quest. Further Ispublicreview not required. If you are unable to attend the ppublic hearing, but wish to send writ- ten comments, please write to the Diamond Bar Community Dated: March 24, 1999 and De- velppment Sarvlces Department/Planning Division at the address given below. You may also obtain additional information concernipgthiscasebyphoning (909) 396-5676. If you challenge this application and project in court, you may be lim- ited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the Planning Commission at, or prior to, the public hear - mg. i Signature TIME OF HEARING 7:00 p.m. (or as soon thereafterthatthemattercanbeheard) DATE OF PUBLIC HEARING: Tuesday, April 13, 1999 LOCATION: South Coast Air Quality Manage- ment District Auditorium 21865 E. Copley Drive Proof of Publication of: Diamond Bar. California 91765 CASE MATERIALS: Are available for review between 8:0D a.m. and 3:00 p.m. at the City of Diamond Bar Community and Develop- ment Services Department/ Planning Division, 21660 Copley Drive, Suite 190, Diamond Bar, CA 91765, Pub: March 24, 1999 #30506955 NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC ' City of Diamond Bar, 21660 E. Copley Drive, Suite 190, Diamond Bar, CA 91765 (909) 396-5676 TO: Property Owners within a 300 foot radius of subject site FROM: City of Diamond Bar, Community and Development Services Department NOTICE IS HEREBY GIVEN, pursuant to State law, that a public hearing will be held by the Planning Commission to determine whether or not the subject request shall be approved under the provisions of State law and the City of Diamond Bar Zoning Code as follows: DATE AND TIME OF HEARING: Tuesday, January 26, 1999, 7:00 P.M. (or as soon thereafter that the matter can be heard) PLACE OF BEARING: South Coast Air Quality Management District Auditorium 21865 E. Copley Drive, Diamond Bar, CA 91765 SUBJECT: Development Review No. 98-15 REQUEST: Development Review No. 98-15 (pursuant to Code Section 22.72.020) is a request to construct a two-story office building of approximately 56,600 square feet on a vacant lot within Gateway Corporate Center. PROPERTY ADDRESS: 21810 E. Copley Drive, (Lot 22 of Tract No. 39679) Diamond Bar, CA 91765 PROPERTY OWNER: Diamond Bar Associates, c/o AEW Capital Management, LP, 601 S. Figueroa, #2150, Los Angeles, CA 90017 APPLICANT: Opus West Corporation, 2030 Main Street, Irvine, CA 92614 ENVIRONMENTAL DETERMINATION: Pursuant to the provisions of the California Environmental Quality Act (CEQA), the City has determined that a Negative Declaration is required for this project. Pursuant to CEQA Section 15070, Negative Declaration No. 98-5 has been prepared. AREA MAP: Published in: San Gabriel Valley Tribune: January 4, 1999 Inland Valley Daily Bulletin: January 4, 1999 If you are unable to attend the public hearing, but wish to send written comments, please write to the City of Diamond Bar Community and Development Services DepartmentlPlanning Division at the address given below. To preview case materials or for further information on this subject please contact the Community and Development Services Department/Planning Division at (909) 396-5676. If you challenge this application and project in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the Planning Commission at, or prior to, the public hearing. CASF MATERIALS are available for review between the hours of 8 a.m. and 3 p.m., at the Community and Development Services Department/Planning Division, 21660 Copley Dr., Ste. 190, Diamond Bar, CA 91765. T North Subject Site not to scale) N N I• PROOF OF PUBLICATION 2015.5 C.C.P,) STATE OF CALIFORNIA, County of Los Angeles I, LINDA BARENG, do hereby declare that I am a citizen of the United States; I am over the age of eighteen years, and not a party to or interested in the below -entitled matter. I am the Legal Advertising Representative of the Inland Valley Daily Bulletin formerly the Progress Bulletin) A newspaper of general circulation, published daily in the City of Ontario, County of San Bernardino, State of Califor- nia, and which has been adjudged a newspaper of general circulation by the Superior Court of the County Los Angeles, of California, under the date of June 15, 1945, Decree No. Porno C-606; that the notice, of which the annexed is a print- ed copy (set in type not smaller than nonpareil), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to Wit: January 4, 1999 I declare under penalty of perjury that the foregoing is true and correct. Dated: January 04,1999 Signature Proof of Publication of: NOTICE OF PUBLIC HEARING CITY OF DIAMOND BAR NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN BY THE CITY OF DIAMOND BAR thatthePlanningCommissionwillconductapublichearingonthefol- lowing Elam to determine whether or not the subject request shelf beapprovedundertheprovisionsofStatelawandtheay`s Zoning Cade: City Of Diamond 1. pevelopmenl Review No 98-15 (pursuant to Code22.72020) is a request to 56,600 tcuci office building poximatelysquarefastonaavacanttolo[ of ap- porate Center. Within Gateway Cor- 33 PROJECT ADDRESS: 21610 E, Copley Drive (Lot 22 of Tract No. 39679), Diamond Bar, CA 917fi5. dplr PROPERTY OWNER: Diamond Ear Associates, Capital c!o AEWCeManagement, LP, 601S. Figueroa, Suite 2150, i 1 J r 90017Los Angeles, CA APPLICANT: Opus West Corporation, 2030 Main Street, Suite 520, Irvine, CA 92614. Environmental Determination: Pursuant to the provisions of the California Environmental QualityAct (CEQA), the City has deter- mined that aNegativeDeclarationisrequiredforthisproject. 1i suant to CEQASection15070, Negative Declaration No. 98-5 has been prepared. 2, Development Review No, 99-16 (pursuant to Coda Section 134 22.72.020) is a request to construct atwo-story office building of i // / / proximately lerosquare feat on a vacant lot within Gateway Cap i / 7 PROJECT ADDRESS: 1550 S. Valley Vista Drive (Lot 12 of Tract No. f 111°O° 39679), Diamond Bar, CA 91765. a PROPERTY OWNER; Diamond Bar Associates, o!o AEW Ca rlal Management, LP, 601 S. Figueroa, Suite 2150, Los Angeles, OA S 90017. APPLICANT: CA West Corporation, 2030 Main Street, Suite, 520, Irving, ZS 1 ENVIRONMENTALDETERMINATION: Pursuant to the provisions of the California EnvironmentalQualityAcT (CEQA), the City has da- lermined that a NegativeDeclarationisrequiredforthisprojectNegativeDeclarationNo. 96-6 has been prepared. If you are unahla to attend the public hearing, but wish to send writ• ten comments, please writeto -the Diamond Bar Community and pe_ velopmenl Services Department/PlanningDivisiona! the address these cases by pho nen beliaw You may alsoObtaing (909) 396-5676.+tional information concerning 1f you challenge this application and project in court, you may be lim- ited to raising onlythoseissuesyouorsomeoneelseraisedatthepublichearfngdesanbedinthispolice, or in written correspondence delivered 1c the PlanningCommissionat, or prior to, the public hear - I ing. TIME OFHEARING: 7; 00 p,m. (or as soon thereafter as The matter can be heard) DATEOFPUBLICHEARING: Tuesday, January 26, 1999 LOCATION: South Coast Air Quality Management District Auditori- um 21865 E. CopleyDriveDiamondBar, California 91765 CASE MATERIALS: available for review between 8:00 a.m. and 3;00 p.m. at theCityofDiamondBarCommunityandDevelopmentServ_ Diamond Bar. CA 911765.g Division, 21660 Copley Drive, Suite 190. Pub. 1/4199 g02502338 yk Space below for use of County Cleric only) SAN GABRIEL VALLEY TRIBUNE affiliated with SGV Newspaper Group 1210 N. Azusa Canyon Road West Covina, CA 91790 PROOF OF PUBLICATION 2015.5 C.C.P.) STATE OF CALIFORNIA County of Los Angeles I am a citizen of the United States, and a resident of the county aforesaid; I am over the age of eighteen years, and not a party to or interested in the above-entited matter. I am the principal clerk of the printer of SAN GABRIEL VALLEY TRIBUNE, a newspaper of general circulation which has been adjudicated as a newspaper of general circulation by the Superior Court of the County of Los Angeles, State of California, on the date of September 10, 1957, Case Number 684891. The notice, of which the annexed is a true printed copy, has been published in each regular and entired issue of said newspaper and not in any supplement thereof on the following dates, to wit: 1/4/99 I declare under penalty of perjury that the foregoing is true and correct. Executed at West Covina, LA Co. C Iffor fa this N of ARY , 19 99 sj Proof of Publication of NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN BY THE CITY OF DIAMOND BAR that the Planning Commission will conduct a public hearing on the following items to determine whether or not the subject requests shall be approved under the provisions of State low and the City of Diamond Bar's Zoning Code: Development Review No. 98-15 (pursuant to Code Section 22.72.020) is a request to construct a two-story office building of approximately 56,600 square feet on a vacant lot within Gateway Corporate Center. PROJECT ADDRESS: 21910 E, Copley Drive Lot 22 of Tract No. 39679), Diamond Bar, CA 91765. PROPERTY OWNER: Diamond Bar Associates, c/o AEW Capital Management, LP, 601 S. Figueroa, Suite 2150, Las Angeles, CA 90017. APPLICANT: Opus West Corporation, 2030 Main Street, Suite 520, Irvine, CA 92614. Environmental Determination: Pursuant to the provisions of the California Environmental Quality Act (CEQA), the City has determined thata Negative Declaration is required for this project. Pursuant to CEQA Section 15070, Negative Declaration No. 98-5 has been prepared. 2. Development Review No. 98-16 (pursuant to Code Section 22.72.020) is a request to Construct a two-story office building of approximately 39,000 square feet on a vacant lot within Gateway Corporate Center. PROJECT ADDRESS: 1550 S. Valley Vista Drive (Lot 12 of Tract No. 39679), Diamond Bar, CA 91765. PROPERTY OWNER: Diamond Bar Associates, c/o AEW Capita( Management, LP, 601 S. Figueroa, Suite 2150, Los Angeles, CA 90017. APPLICANT: Opus West Corporation, 2030 1 Main Street, Suite 520, Irvine,CA 92614, Environmental Determination: Pursuant to the provisions of the California Environmental Quality Act (CEQA), the City has determined that a Negative Declaration is required for this project. Negative Declaration No. 98-6 has been prepared. If you are unable to attend the public hearing, but wish to send written comments, please write to the Diamond Bar Community and Development Services Department/Planning Division at the address given below. You may also obtain additional information concerning q9 .' 4 f CITY OF DIAMOND BAR ENVIRONMENTAL CHECKLIST FORM FOR INITIAL STUDY Pursuant to Guidelines for California Environmental Quality Act § 15063 (f), this form, along with the Environmental Information Form completed by the applicant, meets the requirements for an Initial Study. This form is comprised of six parts: Part 1 Background Part 2 Summary of Environmental Factors Potentially Affected Part 3 Determination Part 4 Evaluation of Environmental Impacts Part 5 Discussion of Environmental Impacts Part 6 Sources PART 1 - BACKGROUND 1. City Project Number: Development Review No. 98-15 2. Project Address/Location: 21810 E. Coplgy Drive Lot 22 of Tract No. 39679 Diamond Bar, CA 91765 3. Date of Environmental Information Form submittal: November 30 1998 4. Applicant: Opus West Corporation, 2030 Main Street, Irvine, CA 92614, (949)622 1950 Property Owner: Diamond Bar Associates, c/o AEW Capital Management, LP Address: 601 Figueroa, Suite 2150 City/State/Zip: Los Angeles, CA 90017 Phone: (213) 312-2611 AADR98-I5M) 1113199 1 Fax: Lead Agency: City of Diamond Bar Contact: Ann J. Lun u Associate Planner Address: 21660 E. Co ie Drive Suite 190 City/State/Zip: Diamond Bar, CA 91765 Phone: 909 396-5676 Fax: 909 861-3117 General Plan Designation: Professional Office OP - Max. 1.0 FAR 7. Zoning: Commercial -Manufacturing Unilateral/Contract C-M U/C Zone Description of Project: (Describe the whole action involved, including but not limited to later phases of the project, and any secondary, support, or off -site features necessary for its implementation. Attach additional sheets if necessary). The application is a request to construct a two-story office building of approximately 56,600 square feet on a vacant lot within a corporate center identified as "Gatewa Corporate Center" The proposed use for this application is general office. As this is a spec office building,hours of aeration and the number of em to ees are not known at this time. For general office it is r uired that thisproject provide parking based on the building' s gross square footage. As such 226 parking spaces are require. Two -hundred and forty-three parking spaces will be provided. The project site is a vacant lot of approximatelyapproximaLtly 6.47 gross acres. It has a previously graded buildable pad of approximately 3.21 acres. The project site is part of a 255 acre business center identified as Gateway Corporate Center which was approve by Los Angeles Coun1y and completed by 1986. Gateway Corporate Center was proposed to service the eastern San Gabriel Valle 's demand for professional office facilities in a location with regional access. Development within the Center can generally be characterized as professional office research and develo ment and commercial. The Center was gpl2roved with extensive attention place on compatibilitycompatibili1y with thecommunit and providing off - site improvements to respond to impacts created by the project. A Master Environmental Impact MEIR was prepared and a roved by Los Angeles Regional Planning. The document identified impacts principally related to geotechnical A:IDR98-15. ND M4199 hazards air quality, biota archeoloizical/12aleontology,scenic gualiV and traffic /access. The mitigation measures developed and approved for Gateway Corporate Center Identified the Need for: Conditions Covenants and Restrictions CC&Rs • detailed design guidelines that related to grading, pad development and Circulation within the Center: off -site traffic mitii4ation measures that included Mansion of Golden Springs Drive; and contribution to funds for improvements required for future development phases. The developer of the Center has met these mitigation_ measures, as prescribed in the MEIR. 9. Surrounding Land Uses- and Setting: Briefly describe the project's surroundings: The proposed project is locate on Lot 22 of Tract No. 39679 at 21810 E. Copley Drive within Gateway Co orate Center. Gateway Co orate Center is located south and east of the SR 57 and SR 60 Freeways' 'unction within the City of Diamond Bar. Generally, to the north and across the street of the project site lies South Coast Air Quali1y Management District SCA MD _ Lot 1). Recently, the City has approveed two project which are as follows: to the northwest and across the street Ut 2 - two office buildin approximately 166,000 square feet, one building will be utilized by Travelers Insurance and tenants for the other building is unknown; and ad'acent Lot 23 - one office building. approximately 76,000 square feet for Allstate Insurance. 10. Other public agencies whose approval is required (e.g., permits, financing approval, or participation agreement.): 11. List City of Diamond Bar related applications for this project that must be processed simultaneously: None. 12. List prior projects for this parcel: A:1DR98-15.ND 1/14/99 a8024 P M 99 — 3 GOLF COURSE V 8 -293 7 yap r G5 e DRAIN CITY C ITY FM ZI62G-2 ti CIS s @ E , OLDEN h g O 1 r aye`` 0 cu w a) o, 41 ECNpOL OKTII ICT pJYpMT 4EEro rw.tT caui • i rl LLM i1r. ra.a P o N , r HLl 1"1'f'rs rrLL WT YYI[pKl .rt.YN[yl rr•CT N rH 1 e M 00 G5 up In N mGO fn 1— u 1° U w In m 7 1 36 j 1p 3639 1.1 ^ _ 11100I5 >jpN 3 o y FIR1p KEriE" V1 Ry '•J '+ r ' w 0 7 1in ' g 7 7 — 6Qys. zoo M a° a op Boa i R s F A LLJJ UUU µto o , K ,HOED urEOErL y [G Hl F TKIiCc llr w OuifFT E1FP Yq Ep^rS l` 1Lg^ E[ ML AIJFS l i NY LI/B1L LTVY f6^ EIMELEMTSIXSTHISI rlp T I 1 4 o MAPLE HILL we Now ow. yAya flli PARK CT is 6B HOUSE HUMBERINI LEGEND HOUSE, DENIED i+.+++c APO NWSF NurNEN on' modal Icm28 29 SOME" sEr[n woo[ Hfig' sf oa, c iTr svlT — - _ "^ ram° 6TOTK N ZSN6i lly\ }ELED NWNTEM H, y O 3 038 014 ,1• F. a\\ PART 2 - SUMMARY OF ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact" as indicated by the checklist on the following pages. 1. Land Use and Planning _ 9. Hazards 2. Population and Housing 10. Noise 3. Geologic Problems _ 11. Public Services _ 4. Water _ 12. Utilities & Service 5. Air Quality 6. Transportation/ Circulation 7. Biological Resources 8. Energy & Mineral Resources Systems 13. Aesthetics 14. Cultural Resources 15. Recreation 16. Mandatory Findings of Significance A:5DR98-15.ND 1113199 4 PART 3 - DETERMINATION Project Number: DR 98-15 to be completed by Lead Agency On the basis of this initial evaluation: I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. X I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because the MITIGATION MEASURES described on an attached sheet have been added to the project. A NEGATIVE DECLARATION will be prepared. I find that the proposed project MAY have significant effect on the environment, and an ENVIRONMENTAL RUPACT REPORT is required. I find that the proposed project MAY have a significant effect(s) on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets, if the effect is a "potentially significant impact" OR "potentially significant unless mitigated. " An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. I find that although the proposed project could have a significant effect on the environment, there WILL NOT be a significant effect in this case because all potentially significant effects (a) have been analyzed adequately in an earlier EIR pursuant to applicable standards and (b) have been avoided or mitigated pursuant to that earlier EIR, including revisions or mitigation measures that are imposed upon the proposed project. 9 Printed Name AADR98-15.NU 1113/99 5 PART 4 - EVALUATION OF ENVIRONMENTAL IMPACTS A brief explanation is required for all answers except "No Impact" answers that are adequately supported by the information sources a lead agency cites in the parentheses following each question. A "No Impact" answer is adequately supported if the referenced information sources show that the impact simply does not apply to projects like the one involved (e.g. the project falls outside a fault rupture zone). A "No Impact" answer should be explained where it is based on project -specific factors as well as general standards (e.g. the project will not expose sensitive receptors to pollutants, based on a project -specific screening analysis.) 2. All answers must take account of the whole action involved, including off -site as well as on -site, cumulative as well as project -level, indirect as well as direct, and construction as well as operational impacts. 3. "Potentially Significant Impact" is appropriate if there is substantial evidence that an effect is significant. If there are one or more "Potentially Significant Impact" entries when the determination is made, an EIR is required. 4. "Potentially Significant Unless Mitigation Incorporated" applies where the incorporation of mitigation measures has reduced an affect from "Potentially Significant Impact" to a Less than Significant Impact." The lead agency must described the mitigation measures and briefly explain how they reduce the effect to a less than significant level (mitigation measures from Section XVII, "Earlier Analyses," may be cross-referenced). 5. Earlier analyses may be used where, pursuant to the tiering, program EIR, or other CEQA process, an effect has been adequately analyzed in an earlier EIR or negative declaration. Section 15063 (c)(3)(D). Earlier analyses are discussed in Section SVII at the end of the checklist. 6. Lead agencies are encouraged to incorporate into the checklist references to information sources for potential impact (e.g. general plans, zoning ordinances). Reference to a previously prepared or outside document should, where appropriate, include a reference to the page or pages where the statement is substantiated. A source list should be attached, and other sources used or individuals contacted should be cited in the discussion. A:\DR98-15.ND 1/13199 6 ENVIRONMENTAL ISSUES Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated a. Conflict with General Plan designation or zoning? Source #s: General Plan, p. I-27; City of Diamond Development Code, Title 22, p. II-4, 11-7 b. Conflict with applicable environmental plans or policies adopted by agencies with jurisdiction over the project? Source #s: General Plan, p. III-10 et seq. ; EIR for Tract No. 39679; Unilateral Contract No. 85-763963; Gateway Corporate Center Design Guidelines C. Be incompatible with existing land uses in the vicinity? Source #s: General Plan, p. I-27, p. 8 Fig. 2; City of Diamond Bar Development Code, p. II-7 CM-BE- U/C Zone d. Affect agricultural resources or operations (e.g. impacts to soils or farmlands, or impacts from incompatible land uses)? Source #s: Project site plan; Master Environmental Assessment (MEA), p. II-E--1-16 A:1DR99-15.ND 1/13/99 Less Than Significant No Impact Impact X a rJ X Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated C. Disrupt or divide the physical arrangement of an established community (including a low-income or minority community)? Source #s: Project site plan; City of Diamond Bar Development Code, p. II-15 - 18; General Plan, p. L-1 et seq., p. II-1 et seq.; project site plan a. Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? Source #s: 1990 Census of Population and Housing; MEA, p. II-1-19; EIR, p. 38 b. Induce substantial growth in an area either directly or indirectly (e.g. through projects in an undeveloped area or extension of major infrastructure)? Source #s: 1990 Census of Population and Housing; MEA, p. II-1-19; EIR, p. 38 Less Than Significant No Lnpact Impact X X X A:DR98-15.ND 1113/99 8 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated C. Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere? Source #s: 1990 Census of Population and Housing; MEA, p. II-1-19; General Plan, p. I-1 et seq. , p. II-1 et seq. ; project site plan a. Fault rupture? Source #s: General Plan, p. IV-2, 3, Fig. IV-1; MEA, p. II-B-8,; EIR Section III A., p. 7-10 b. Seismic ground shaking? Source #s: MEA, p. II-B-14, p. II- b-10, Fig. II-B-5; EIR, Section III A., p. 7-10 C. Seiche (water tanks, reservoirs)? Source #s: Walnut Valley Water District Map 1996 d. Landslides or mudflows? Source #s: General Plan, p. IV-3, Fig. IV-1; MEA, p. II-B-3, Fig. II- B-2; EIR, Section III A. p. 7-10 Less Than Significant No Impact Impact X X- X F.4 X AMR98-15.ND 1/13/99 g Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated e. Erosion, changes in topography or unstable soil conditions from excavation, grading, or fill? Source #s: General Plan, p. IV-3, Fig. IV-1; project's preliminary soils report f. Subsidence of the land? Source #s: MEA, p. II-B-16; project's preliminary soils report g. Expansive soils? Source #s: MEA, p. 11-B-16; project's preliminary soils report h. Unique geologic or physical features? Source #s: MEA, Fig. II-A-1; project's preliminary soils report a. Changes in absorption rates, drainage patterns, or the rate and amount of surface runoff? Source #s: City of Diamond Bar Public Works/Engineering Division; project's soils report b. Exposure of people or property to water related hazards such as flooding? Source #s: General Plan, p. IV-4 Fig. IV-2; Fema Flood Panel No. 0650430980 B, Zone C, 12/2/80 Less Than Significant No Lnpact Impact X X X X X X A:\DR99-15.ND tn3199 10 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated C. Discharge into surface water or other alteration of surface water quality (e.g. temperature, dissolved oxygen or turbidity)? Source #s: MEA, p. II-C-3, 4, Fig. II-C-I d. Changes in the amount of surface water in any water body? Source #s: MEA, p. II-C-3, 4, Fig. II-C-1 e. Changes in currents, or the course or direction of water movements? Source #s: MEA, p. II-C-3, 4, Fig. II-C-1; project's site/grading plan f. Change in the quantity of ground waters either through direct additions or withdrawals, or through interception of an aquifer by cuts or excavations or through substantial loss of groundwater recharge capability? Source #s: MEA, p. II-C-3, 4, Fig. II-C-1; project's site/grading plan g. Altered direction or rate of flow of groundwater? Source #s: City of Diamond Bar Public Works/Engineering Division; project's preliminary soils report h. Impacts to groundwater quality? Source #s: MEA, p. II-P-3-8 Less Than Significant No Impact Impact X X X X X X AADR98-15.ND 1113/99 11 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated i. Substantial reduction in the amount of groundwater otherwise available for public water supplies? Source #s: MEA, p. II-P-3-8 j . Place housing within a 100-year flood hazard area as mapped on the Federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map or place with a 100-year flood hazard area structures which would impede or redirect flood flows? Source #s: General Plan, p. IV-4, Fig. IV-2; MEA, p. II-C-1 et seq. a. Conflict with or obstruct the implementation of the applicable air quality plan? Source #s: SCAQMD Air Quality Handbook b. Expose sensitive receptors to pollutants? Source #s: MEA, p. II-F-8-10, Fig. II-F-3 Less Than Significant No Impact Impact X ON X X A-.WR98.15.MD tl1 M 12 Environmental Issues - continued Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact C. Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non -attainment under an applicable federal or state ambient air quality standard including releasing emissions which exceed quantitative thresholds for ozone precursors)? Source #s: SCAQMD Air Quality X Handbook d. Create objectionable odors? X Source #s: Project application a. An increase in vehicle trips which is substantial in relation to the existing traffic load and capacity of the street system (i.e. result in substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections) Source #s: Traffic Impact Analysis and Site Access Evaluation Report, date January 5, 1999, prepared by Linscott, Law & Greenspan X b. Substantially increase hazards due to design feature (e.g. sharp curves or dangerous intersections) or incompatible uses (e.g. farm equipment)? Source #s: City's Public X Works/Engineering Division AMR98-15.NQ 1113/99 13 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated C. Inadequate emergency access? Source #s: Multihazard Functional Plan, City of Diamond Bar, 1992; General Plan, p. V-1 d. Inadequate parking capacity on -site? Source #s: City of Diamond Bar Development Code, Title 22, p. III- 91 et seq., Gateway Corporate Center Design Guidelines, Section 2.7; project site plan C. Exceeding, either individually or cumulatively, a level of service standard established by the county congestion management agency for designated roads and highways? Source #s: City's Public Works/Engineering Division; Ordinance No. 01 (1993) Congestion Management Plan f. Conflict with adopted policies, plans, or programs supporting alternative transportation transportation (e.g. bus turnouts, bicycle racks)? Source #s: General Plan, p. V-22; Ordinance No. 01 (1993) Congestion Management Plan g. Change in rail, water, or air traffic patterns, including either and increase in traffic levels or a change in location that results in substantial safety risk? Source #s: MEA, p. II-T-36; project application Less Than Significant No Impact Impact X X X X X A;1DR98-15.ND 1/13/99 14 Environmental Issues - continued Potentially Significant Potentially Unless Less Than Significant Mitigation Significant Impact incorporated Impact a. Substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plan, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Services? Source #s: MEA, p. II-D-1-8; General Plan, p. III-11; project site plan, application data; site visit b. Substantial adverse effect on and riparian habitat, federally protected wetlands as defined by Section 404 Clean Water Act, or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game or U.S. Fish and Wildlife Services? Source #s: MEA, p. H-D-1-8; General Plan, p. III-11; City of Diamond Bar Development Code, Title 22, p. III-149-150 No Impact X X A:DR98-15AD 1/13/99 15 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated C. A conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? Source #s: MEA, p.II-D-1-8; General Plan, p. III- It; City of Diamond Bar Development Code, Title 22, p. III-149-150 d. Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? Source #s: General Plan , p. I-15- 16, p. HI-11; MEA, p. II-D-1-8; City of Diamond Bar Development Code, Title 22, p. III-149-150 e. Substantial interference with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? Source #s: MEA, p. 11-D-1-8 & 18 a. Conflict with adopted energy conservation plans? Source #s: General Plan, p. III-14; Uniform Building Code, 1994 Less Than Significant No Impact Impact X X X R^M A:1DR9&15.ND 1113199 16 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated b. Use non-renewable resources in a wasteful and inefficient manner? Source #s: MEA, p. II-S-1; Uniform Building Code, 1994 C. Result in the loss of availability of a known mineral resource that would be of future value to the region and the residents of the State? Source #s: MEA, p. III-B-17 a. Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials; or create a significant hazard to the public or the environment through reasonable foreseeable upset and accident conditions involving the release of hazardous materials into the environment? Source #s: MEA, p. II-M-1; project application; General Plan, p. IV-1 et seq. b . Impair the implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? Source #s: Multihazard Functional Plan, City of Diamond Bar, 1992 Less Than Significant No Impact Impact X X X AADR98-I5.ND .1113M 17 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated C. Emit hazardous emissions or handle hazardous or actively hazardous materials, substances, or waste within one -quarter mile of an existing or proposed school? Source #s: Walnut Valley Unified School District; Pomona Unified School District; City of Diamond Bar House Numbering Map d. Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? Source #s: MEA, p. II-M-1 et seq. e. Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? Source #s: MEA, p. II-K-1; project landscape/irrigation plan Less Than Significant No Impart Impact X X A:\DR99.15.ND 1113/99 18 Environmental Issues - continued Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact impact a. Exposure of persons to or gener- ation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies; or exposure of persons to or generation of excessive ground - borne vibration or groundborne noise levels? Source #s: Project application; General Plan, p. IV-15; MEA, p. II-G-1 et seq.; City of Diamond Bar Development Code, Title 22, p. III- X 81-90 b. A substantial permanent increase or temporary or periodic in ambient noise levels in the project vicinity above levels existing with -out the project; Source #s: Project application; General Plan, p. IV-15; MEA, p. II-G-1 et seq.; City of Diamond Bar Development Code, Title 22, p. III- X 81-90 Q et:havet u u or rs 1 €n: a l fir newrItred gtrrnInt SO in WA a. Fire Protection? X Source #s: General Plan, p. VI-3 b. Police Protection? X Source #s: General Plan, p. VI-3 C. Schools? X Source #s: MEA, P. II-0-1 A:1DR99-15.ND 1/13/99 19 Environmental Issues - continued 0 e. a. 0 c rol e. f Maintenance of public facilities, including roads? Source #s: General Plan, p. VI-2 Other governmental services? Source #s: General Plan, p. VI-1 et seq. Power or natural gas? Source #s: General Plan, p. I-18, VI-2 Communication systems? Source #s: General Plan, p. I-18, VI-2 Local or regional water treatment or distribution facilities? Source #s: General Plan, p. I-18, VI-2 Sewer or septic tanks? Source #s: General Plan, P. 1-18, VI-2 Storm water drainage? Source #s: General Plan, p. I-18, VI-2 Solid waste disposal? Source #s: General Plan, p. I-18, VI-2 Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated Less Than Significant No Impact Impact x x X X X X A:1DR98-15.ND 1/0199 20 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated g . Local or regional water supplies? Source #s: General Plan, p. I-18, VI-2 a. Have a substantial adverse affect on a scenic vista or damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? Source #s: General Plan, p. III-10 b. Substantially degrade the existing visual character or quality of the site and its surroundings? Source #s: General Plan, p. III-10; City of Diamond Bar's Development Code, p. IV-11-16; Gateway Corporate Center Design Guidelines C. Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? Source #s: City of Diamond Bar's Development Code, p. IV-11-16; Gateway Corporate Center Design Guidelines Leas Than Significant No Impact Impact X X X X A:IDR96-15.ND 1113M 21 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated a. Directly or indirectly destroy a unique paleontological resource or site or unique geologic features? Source #s: MEA, p. 11-H-1 et seq. b. Cause a substantial adverse change in the significance of an archaeological resource pursuant to 15064.5 Source #s: MEA, p. II-H-1 et seq. C. Cause a substantial adverse change in the significance of historical resources as defined in § 15064.5? Source #s: MEA, p. 11-H-1 et seq. d. Have the potential to cause a physical change which would affect unique ethnic cultural values? Source #s: MEA, p. II-11-1 et seq. e. Restrict existing religious or sacred uses within the potential impact area? Source #s: MEA, p. II-H-1 et seq. a. Increase the demand use of existing neighborhood and regional parks or other recreational facilities such that substantial deterioration of the facility would occur or be accelerated? Source #s: General Plan, p. II-1 et seq. Less Than Significant No Impact Impact X X X X A;\DR98-I5.ND 1/13/99 22 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated b. Include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? Source #s: General Plan, p. II-1 et seq. a. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self- sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or pre -history? b. Does the project have the potential to achieve short-term, to the disadvantage of long-term, environmental goals? Less Than Significant No Impact Impact MAN X X AADR98-15.N 1/13199 23 Environmental Issues - continued Potentially Significant Potentially Unless Significant Mitigation Impact Incorporated C. Does the project have impacts that are individually limited, but cumulatively considerable? Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the affects of probable future projects) d. Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? 17. EARLIER ANALYSES Less Than Significant No Impact Impact X X Earlier analyses may be used here, pursuant to the tiering, program EIR, or other CEQA process, one or more effects have been adequately analyzed in an earlier EIR or negative declaration. Section 15063(c)(3)(D). In this case a discussion should identify the following on attached sheets: a) Earlier analyses used. Identify earlier analyses and state where they are available for review. b) Impacts adequately addressed. Identify which effects from the above checklist were within the scope of and adequately analyzed in an earlier document pursuant to applicable legal standards, and state whether such effects were addressed by mitigation measures based on the earlier analyses. c) Mitigation measures. For effects that are "Less than Significant with Mitigation Incorporated." describe the mitigation measures which were incorporated or refined from the earlier document and the extent to which they address site - specific conditions for the project. AADR96-15.ND V13f99 24 PART 5 - DISCUSSION OF ENVIRONMENTAL IWACTS Discussions within each section may be grouped. 1. ' LAND USE AND PLANNING a. The project site is located within the General Plan land use designation of Professional Office (OP). This land use designation provides opportunity for the establishment of office -based working environments for general professional, and administrative offices, as well as support uses. The proposed project is for an office use with the tenant(s) not known at this time. Therefore, the proposed project is consistent with the General Plan land use designation for the project site. The project site is located within the Commercial -Manufacturing -Billboard Exclusion-Unilateral/Contract (C-M- BE-UIC) Zone. This zone allows for a variety of land uses by -right and with a Conditional Use Permit. The land uses contemplated within this classification includes but are not limited to the following: professional office, research and development, light manufacturing, medical offices and clinics, commercial retail, restaurants, hotels, physical fitness centers and government services. Other ancillary and support uses such as day care facilities, gymnasiums, dry cleaning services, and automobile rental and leasing agencies are permitted. This zoning classification encourages uses that can benefit the community in many ways including sales tax revenues and attracting an employee base with additional buying power. b. The proposed project does not conflict with applicable environmental plans or polices adopted by the City of Diamond Bar or other agencies with jurisdiction over this project. The proposed project is consistent with the General Plan's land use designation for the project site. The proposed project has been reviewed pursuant to CEQA requirements and found to have no significant effect on the environment. In addition, the Gateway Corporate Center Design Guidelines provide development criteria applicable to all lots and addresses building envelope, lot coverage, parcel access, and design elements that restrict building height, exterior material and landscape pallet. Furthermore, the Gateway Corporate Center architectural committee conducts review of all such projects and approved this project. c. The proposed project is an office land use which is consistent with the General Plan, Zoning, the Gateway Corporate Center Design guidelines and the existing uses within the Center. Therefore, the proposed project is compatible with existing land uses in the vicinity. d. There are no agricultural resources or operations in the vicinity of the project area. e. Gateway Corporate Center is a professional/retail center that provides no existing residential development or opportunities for residential development. The proposed project is consistent with the character of the surrounding development and therefore AMR99.15.ND 1113M 25 will not disrupt or divide the physical arrangement of an established community including a low-income or minority community. 2. POPULATION AND HOUSING a. The nature of Gateway Corporate Center lends itself to attracting businesses in need of regionally accessible transportation opportunities, affordable lease rates and an educated employee base. The proposed tenants may possess employees who reside outside of the area. Existing employees will take one of the following actions: commute from outside the area; relocate to this area; or find different employment. It is assumed that some of the replacement personnel will be from this area. If not from this area, these employees will exercise on of the aforementioned actions. These factors were contemplated when the application to develop Gateway Corporate Center was approved by Los Angeles County and were found not to be in conflict with the regional housing projects for the area. The Center was found to provide consumers for the expanding housing opportunities present in the central San Gabriel Valley at the time of review. Presently, these conditions persist and the proposed project is consistent with regional and local housing projections. Additionally, the Center does not provide existing residential development or opportunities for residential development. Therefore, the proposed project will not displace substantial numbers of people, thereby necessitating the construction of replacement housing elsewhere. b. The proposed project is located in an area with existing commercial development and existing infrastructure that can accommodate -the proposed project and contemplated development as reviewed within Gateway Corporate Center's approved EIR. Therefore, it is not anticipated that this project will induce substantial growth either directly or indirectly. c. The proposed project site is a vacant, graded lot with a buildable pad, zoned for commercial -manufacturing development, consistent with the policies presented in the General Plan. Additionally, housing was not contemplated in Gateway Corporate Center's original approval. Therefore, the proposed project does not displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere. 3. GEOLOGICAL PROBLEMS a. No portion of the City has been identified as in an Alquist-Priolo Special Studies Zone. The closest fault is the Diamond Bar Fault, which is described as a "small inactive local fault". Historically, there is no record of any earthquake with an epicenter in Diamond Bar of its Sphere of Influence, and no significant movement has ever been recorded for the Diamond Bar fault. The Whittier -Elsinore fault lies approximately four miles from the project site and has been active in historic times. Three faults with the greatest potential for activity are located in excess of 20 miles AMR96.15.ND 1113199 26 from the proposed project. Therefore, likelihood of fault rupture is limited. b. The proposed project lies within Zone 1, or Relative Ground Response Low (RGR1). Under current building and engineering codes which consider ground shaking, any impacts from seismic ground shaking may be considered less than significant. c. The closest reservoir is the Ambushers Reservoir, approximately six miles form the project site, in a different drainage basin. If seiche occurs, it will not affect the project site. Additionally, the project is not located near any volcanic mountain regions. There are no large bodies of water in close proximity to the project site. d. The proposed project site does not lie within a potential liquefaction zone. Additionally, the nature of the underlying material on the project site, the lack of ground water and the existing and proposed drainage conveyance devices within Gateway Corporate Center further diminish occurrences of liquefaction. e. Pursuant to the project's soils report, all slopes impacting the subject site are considered to be grossly and surficial stable. The slopes constructed during mass grading operations were built at a slope ration no greater than 2:1 (horizontal to vertical) and appear to be in accordance with previous project plans and specifications. These slopes appear to possess a safety factor of 1.50 or greater for gross stability. However, to minimize future erosion, the slope landscaping shall consist of a suitable proportion of deep rooted slope plantings classified as being drought resistant. Additionally, weather conditions may require additional erosion control measures such as matting, netting and plastic sheeting. f. The proposed project site is graded with a buildable pad created in conjunction with the development of Gateway Corporate Center. Pursuant to the project's soils report, Subsidence should be 0.1 feet due to earthwork operations. g. Pursuant to the project's soils report, the project site does contain expansive soil sandy silt and shale). However, the proposed structures will be safe from excessive settlements by meeting the following requirements of: the City's Building Code; the City's Grading Ordinance; site inspections during grading and construction activities; Specifications for Compaction Fill Operations" with in the project's soils report; deepened foundation into the underlying bedrock; and removing all disturbed soils prior to placement of any additional fill or pavement. h. Pursuant to the project's soils report, there are no significant or unique geologic of physical characteristics found on the project site. A:\DR9&15.ND 1/131" 27 4. WATER a. Development of the project site will reduce pervious surfaces thereby increasing surface runoff. Runoff will be directed from on -site drainage devices into off -site drainage devices designed to accommodate runoff from the project site. The impacts associated from the increased runoff are expected to be insignificant. b. The project site is not located within a flood hazard area and adequate drainage devices have been incorporated into the drainage plan Gateway Corporate Center, as well as the proposed project. c., d., e. There is no body of surface water on the project site or the vicinity of the project. Therefore, no impacts related to surface water features, quality or flow will affect the project site. f. The proposed project will not impact the quantity of groundwater but will have an insignificant impact on the recharge of groundwater because of the reduction in pervious surfaces. g., h. The proposed project will not effect the direction or rate of flow of groundwater or groundwater quality due to conditions described above (a. through f.). i. The proposed project will not cause a significant reduction in groundwater supplies or the availability of groundwater for public water supplies. j. The proposed project is not a housing project. Nor is it within the 100-year flood hazard area as mapped on the Federal flood Hazard Boundary or Flood Insurance Rate Map. As a result, structures will not impede or redirect flood flows. 5. AIR QUALITY a. Air quality will be affected during grading operation, however, it is not expected to be significant with procedures that will be implement to reduce air emissions. Additionally, such emissions are not expected to exceed those listed within the SCAQMD Air Quality Handbook. b. There are no known sensitive receptors within one-half mile of the project site. Therefore, any impacts to sensitive receptors will be insignificant. c. The proposed project's affect on air quality will be during grading operations only. Therefore, the affect will be temporary and will not resulting a considerable, cumulative net increase of any pollutant for which the project region is non -attainment under applicable federal or state ambient air quality standard. AMR98-15.ND Il13/99 28 d. During the grading phase of the proposed project, diesel fuel odor may be emitted, however, based on the scope of the proposed grading operation the impact is not expected to be significant. 6. TRANSPORTATIONICIRCULATION a. The applicant submitted a traffic impact analysis and site plan evaluation for the City's review and approval. The analysis, dated January 5, 1999 was performed by Linscott Law and Greenspan. The study indicates that the proposed project is expected to generate 860 daily two-way trips, with 118 trips (104 inbound, 14 outbound) anticipated during the AM peal commute hour. At the PM peak commute hour, it is anticipated that 142 trips (24 inbound, and 118 outbound) will be generated. The analysis indicated that this proposed project along with proposed office building projects for Lots 12 and 15 within Gateway Corporate Center will have a significant impact at the Copley Drive/Golden Springs Drive intersection. Additionally, the level of service of this key intersection degrades during the PM peak hour from acceptable LOS C to LOS F with traffic of the proposed project and the proposed project for Lots 12 and 15. However, implementation of recommended improvements will mitigate the impact of the proposed projects. For the intersection of Copley Drive/Golden Springs Drive, the analysis recommends changing the intersection's geometry to increase capacity. The recommended changes/improvements are as follows: re -stripe the northbound approach on Copley Drive to provide one left -turn and dual right -turn lanes. Modify the existing traffic signal accordingly. The identified improvements are expected to: mitigate the impact of future backgound and/or project traffic; improve Levels of Service to an acceptable range; and mitigate the significant impact of the development of all three lots (Lots 12, 15 and 22). As a condition of approval for the proposed project, the applicant shall be required to pay their fair share of the improvements. b. The proposed project is compatible with the established land uses within Gateway Corporate Center and land uses identified within the General Plan and Zoning Code. Hazards identified within the traffic report will be mitigated and instituted as conditions of approval. c. Site access and internal circulation were evaluation in the traffic analysis. Access was deemed adequate. Additionally, based on the anticipated project traffic volume, the driveways will be able to accommodate ingress and egress traffic without undue congestion. No modifications to the existing striping on Bridge Gate Drive and Copley Drive, respectively, are required to accommodate the project driveways. d. The proposed office building is approximately 56,000 square feet. Pursuant to the AADR98-15.ND 1/13/99 29 City's Development Code and Gateway Corporate Center's development standards, one parking is required for each 250 square feet of gross floor area of general office use. Therefore, 226 parking spaces are required. However, the project site will provide 243 parking spaces. Therefore, the provided number of parking spaces exceeds the minimum parking requirement, thereby providing adequate parking on - site. e. As referenced above in Item a., the level of service standard will be mitigate through the recommended improvement which will be a condition of approval for the proposed project. f. The proposed project's design is consistent with the General Plan's goals, objectives and strategies supporting circulation and transportation. g. No rail, waterborne, or air traffic facilities or operations are in the vicinity of the proposed project. Therefore, the project will not impact these facilities or operations. 7. BIOLOGICAL RESOURCES a,-e. The project site is a vacant, graded site with a buildable pad area that does not contain locally designated natural communities or wetlands, In the absence of these conditions, a determination has been made that the site is incapable of supporting endangered, threatened or rare species. The site currently supports non-native grasses, various types of rodents and unlisted migrating animal species such as coyotes, deer and domestic species. S. ENERGY a.,b. The proposed project will be required to comply with the UBC design and construction standards, thereby conforming to the City's energy conservation standards. c. The proposed project site is not within an area identified as possessing mineral resources of regional value. Therefore, it is not anticipated that the proposed project will result in the loss of availability of mineral resources that would be of future value to the region and residents of the State. 9. HAZARDS a. The proposed project will likely utilize hazardous materials, such as oil, diesel fuel, etc. during the construction phase. It is anticipated that these materials utilized during the construction phase will generated less than significant impacts. AADR48-15.ND 1113M 30 b. The proposed project will not interfere with the City's emergency response plan or evacuation plan. c. The project site is located one-half mile plus an existing school. There are no schools proposed closer than one-half mile from the project site. Therefore, the proposed project or its development will not emit hazardous emissions or handle hazardous or actively hazardous materials, substances or waste within one -quarter mile of an existing or proposed school. d. The project site is not located on a site which is included on a list of hazardous materials site compiled pursuant to Government Code §65962.5, and as a result will not create a significant hazard to the public or the environment. e. The proposed project is in an urbanized area and not adjacent to areas where the possibility for wildland fires exist. Therefore, the proposed project will not expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands. 10. NOISE. a.,b. The project site is located within an area impacted by noise generated by the SR 57 and SR 60 Freeways and Golden Springs Drive. The proposed project's development will generate noise impacts but not to a level that surpasses existing sound levels. With the completion of development, noise levels related to construction will cease. Typically, and office use does not generate excessive goundborne vibration or groundborne noise levels. Therefore, the proposed project is not expected to expose persons or generate significant noise levels in excess of standards established in the City's General Plan, noise standards, or applicable standards of other agencies; or expose persons to or generate excessive groundborne vibration or groundborne noise levels. 11. PUBLIC SERVICES a., b. The proposed project will receive fire protection and police protection services from the Los Angeles County Fire and Sheriff Departments. Currently, these agencies provide service to Gateway Corporate Center. It is anticipated that the proposed project will not require the development of new or expanded facilities or services. c. The proposed project is located within the Walnut Valley School District. The District is in need of permanent facilities. It is not anticipated that the proposed office project will create a significant demand to the District. However, the project is required to pay school fees as part of the development fees paid to the City. A:1DR98-15.ND 1113199 31 d. The project will create impacts to the City's streets and sewage systems. However, these impacts were identified and mitigated as part of Gateway Corporate Center's development. e. No other specific governmental services have been identified that may be impacted by the proposed project. 12. UTILITIES AND SERVICE SYSTEMS a.-g. The development of the proposed office project will not result in the need for new systems or supplies or substantial alterations to the following: power or natural gas; communication systems; local or regional water treatment or distribution facilities; sewer systems; storm drainage systems, solid waste disposal systems, 13. AESTHETICS a.-c. The proposed project will be developed in compliance with the Design Guidelines of Gateway Corporate Center and the City's Development Review Ordinance and Design Guideline standards. As a result, the proposed project will be consistent with the existing development within the Center and surrounding area by utilizing good architectural design and features, as well as compatible and pleasing colors and materials. The only source of light and glare may emanate from the sunlight reflected on windows and the on -site lighting. However, on -site lighting will be shielded and installed in a manner that will not reflect light or glare on to neighboring properties, Copley Drive and/or Golden Springs Drive. Furthermore, the project site is not located with as adjacent to a scenic vista, historic buildings and/or a state scenic highway. The project site is previously graded with a buildable pad. It does not contain natural resources such as tree, native vegetation or rock outcroppings. 14. CULTURAL RESOURCES a. There are no paleontological sites identified within the City and the site has sustained extensive grading as part of the Center's development. Therefore, it is not anticipated that the site's development will disturb paleontological resources. b. There are no archaeological sites identified within the City and the site has sustained extensive grading as part of the Center's development. Therefore, it is not anticipated that the site's development will disturb paleontological resources. c. No historical sites have been identified within the vicinity of the project site and none are expected. Therefore, development of the proposed project will not affect historical resources. AADR99-15.ND 1113M 32 d., e. No unique ethnic cultural values, religious or sacred uses are located within a quarter mile of the project site. Therefore, the proposed project will not have the potential to create adverse impacts on said resources. 15. RECREATION a., b. Office projects of this type are not generally associated with creating adverse impacts on parks or other recreation opportunities. Employees will generally be from outside the City and will primarily use those facilities where they live. As such, it is not anticipated that the proposed project will increase the demand for neighborhood or regional parks or other recreational facilities or affect existing recreational opportunities to the extent that deterioration of such facilities would occur; nor that the expansion of such facilities would occur, thereby causing an adverse physical effect on the environment. A:1DR98-15.ND 1/13M 33 GEOTECHNICAL REVIEW SHEET LEIGHTON AND ASSOCIATES, INC. FOR CITY OF DIAMOND BAR DEPARTMENT OF ENGINEERING PIP Project No. 2b4-105 Tract(s) Lot 22. Tract 39679 Date: February 25. 1999 Parent Tract Location/Owner Opus West Corporations Site Address Gatewav Corporate Center. 21810 East Copley Drive _ Geologist NorCal Engineering Developer _ Opus West Corporation Soils Engineer NorCal Engineering Engineer/Arch. Thienes Engineering REVIEW OF: Grading P.C. No. Geologist Report(s) Dated Soils Report(s) Dated X Geology and Soils Report(s) Dated October 5. 1998 Other Undated Grading Plan (151 Submittal) for Lot 22 Gateway Corporate Center Previous Submittals Dated ACTION: Plan/Report is geotechnically approved Plan/Report is geotechnically approved subject to conditions below. REVIEW COMMENTS: X Plan/Report not approved for reasons below X Submit Plan/Report for recheck. Include a copy of this review. 1. Corrosion test results should be provided to evaluate the impact of corrosion on underground utilities. Provide appropriate recommendations based upon these results. 2. The soils engineer and engineering geologist must make a definitive statement in accordance with Section 111 of the Los Angeles County Building Code. 3. The minimum acceptable overexcavation depth for bedrock in transition areas is three feet below the bottom of the foundation. Deeper overexcavation should be recommended where required to mitigate differential settlement. 4. The consultants must review the grading plans and sign and stamp the plans to confirm their recommendations have been incorporated. Wet stamp and signature -are required. 2910I64-105 5. Were the exploratory trenches compacted during backfill? If not, care should be taken to locate and properiy backfill these excavations during construction of the site. r7 Reviewed by Date February 25. 1999 Philip A. BuchiarelIi L, 16' o-/ Off 88/0/El dCn f-YIOL\*=\bap\a air 1 z a a a dp a 0 WH- U C U a Q cii u} Q m Cam' 4` C-3 HCS: Lnsignalized Intersections Release 2.1d 4PM-TOT.HCO Page 2 Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB Conflicting Flows: vph) 172 Potential Capacity: pcph) 1133 Movement Capacity: pcph) 1133 Prob. of Queue -Free State: 0.83 Step 2: LT from Major Street SB NB Conflicting Flows: vph) 178 Potential Capacity: pcph) 1410 Movement Capacity: pcph) 1410 Prob. of Queue -Free State: 0.98 Step 3: TH from Minor Street WB EB Conflicting Flows: vph) 302 Potential Capacity: pcph) 757 Capacity Adjustment Factor due to Impeding Movements 0.98 Movement Capacity: pcph) 738 Prob. of Queue -Free State: 1.00 Step 4: LT from Minor Street WB EB Conflicting Flows: vph) 302 Potential Capacity: pcph) 708 Major LT, Minor TH Impedance Factor: 0.98 Adjusted Impedance Factor: 0.98 Capacity Adjustment Factor due to Impeding Movements 0.98 Movement Capacity: pcph) 690 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement pcph) pcph) pcph)(sec/veh) veh) sec/veh) EB L 81 690 EB T 0 738 949 5.3 1.4 B 5.3 EB R 187 1133 NB L 35 1410 2.6 0.0 A 0.6 Intersection Delay = 2.5 sec/veh e-'3y HCS: Unsignalized Intersections Release 2.1d 4PM-TOT.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive (E-W) Bridge Gate Drive Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... DAK Date of Analysis.......... 12/22/98 Other Information ......... 2001 Total Traffic PM Peak Hour Two-way Stop -controlled Intersection Northbound Southbound Eastbound -- Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's ( o) SU/RVIs (%) CV's (%) PCE"s 1 1 0 N 32 98 1 1 0 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 33 HCS: Unsignalized Intersections Release 2.1d 4PM-CUM.HCO Page 2 Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB Conflicting Flows: vph) 169 Potential Capacity: pcph) 1137 Movement Capacity: pcph) 1137 Prob. of Queue -Free State: 0.95 Step 2: LT from Major Street SB NB Conflicting Flows: vph) 171 Potential Capacity: pcph) 1421 Movement Capacity: pcph) 1421 Prob. of Queue -Free State: 0.99 Step 3: TH from Minor Street WB EB Conflicting Flows: vph) 276 Potential Capacity: pcph) 782 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: pcph) 776 Prob. of Queue -Free State: 1.00 Step 4: LT from Minor Street WB EB Conflicting Flows: vph) 276 Potential Capacity: pcph) 733 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: pcph) 728 Intersection Performance Summary Avg. 9 5 0 Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement pcph) pcph) pcph) sec/veh) veh) sec/veh) EB L 46 728 EB T 0 776 916 4.4 0.4 A 4.4 EB R 61 1137 5 NB L 10 1421 2.6 0.0 A 0.2 Intersection Delay 1.2 sec/veh g- 3'Z HCS: Unsignalized Intersections Release 2.1d ':;PM-EX.HCO Page 2 Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB Conflicting Flows: vph) 86 Potential Capacity: pcph) 1252 Movement Capacity: pcph) 1252 Prob. of Queue -Free State: 0.93 Step 2: LT from Major Street SB NB Conflicting Flows: vph) 97 163 Potential Capacity: pcph) 1541 1434 Movement Capacity: pcph) 1541 1434 Prob. of Queue -Free State: 1.00 0.97 Step 3: TH from Minor Street WB EB Conflicting Flows: vph) 220 Potential Capacity: pcph) 836 Capacity Adjustment Factor due to Impeding Movements 0.97 Movement Capacity: pcph) 813 Prob. of Queue -Free State: 1.00 Step 4: LT from Minor Street WB EB Conflicting Flows: vph) 220 Potential Capacity: pcph) 790 Major LT, Minor TH Impedance Factor: 0.97 Adjusted Impedance Factor: 0.97 Capacity Adjustment Factor due to Impeding Movements 0.97 Movement Capacity: pcph) 768 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement pcph) pcph) pcph)(sec/veh) veh) sec/veh) EB L 238 768 EB T 0 813 853 6.8 2.0 B 6.8 EB R 83 1252 NB L 40 1434 2.6 0.0 A 0.7 SD L 0 1541 2.3 0.0 A 0.0 Intersection Delay 3.5 sec/veh HCS:-Unsignalized Intersections Release 2.1d 3PM-CUM.HCO Pagt Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive E-W) Valley Vista Drive Analyst ................... DAK Date of Analysis.......... 12/22/98 Other Information ......... 2001 Background Traffic PM Peak Hour All -way Stop -controlled Intersection Northbound Southbound Eastbound -- Westbound - L T R L T R L T R L T R No. Lanes 1 1 1 1 1 < 0 1 1 0 1 1 0 Volumes 37 100 18 27 10 158 222 0 77 88 0 133 PHF 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet NB SB EB WB LT Flow Rate 37 27 222 88 RT Flow Rate 18 158 77 133 Approach Flow Rate 155 195 299 221 Proportion LT 0.24 0.14 0.74 0.40 Proportion RT 0.12 0.81 0.26 0.60 Opposing Approach Flow Rate 195 155 221 299 Conflicting Approaches Flow Rate 520 520 350 350 Proportion, Subject Approach Flow Rate 0.18 0.22 0.34 0.25 Proportion, Opposing Approach Flow Rate 0.22 0.18 0.25 0.34 Lanes on Subject Approach 3 2 2 2 Lanes on Opposing Approach 2 3 2 2 LT, Opposing Approach 27 37 88 222 RT, Opposing Approach 158 18 133 77 LT, Conflicting Approaches 310 310 64 64 RT, Conflicting Approaches 210 210 176 176 Proportion LT, Opposing Approach 0.14 0.24 0.40 0.74 Proportion RT, Opposing Approach 0.81 0.12 0.60 0.26 Proportion LT, Conflicting Approaches 0.60 0.60 0.18 0.18 Proportion RT, Conflicting Approaches 0.40 0.40 0.50 0.50 Approach Capacity 798 343 818 619 Intersection Performance Summary Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS NB 155 798 0.19 2.1 A SB 195 343 0.57 8.7 B EB 299 818 0.37 4.0 A WB 221 619 0.36 3.9 A Intersection Delay = 4.7 Level. of Service (Intersection) = A rICS: Unsignalized Intersections Release 2.1d 3PM-TOT.HCO Page 1 Center For Microcomputers In Transpnrtation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive - - (E-W) Valley Vista Drive Analyst ................... DAK Date of Analysis.......... 12/22/98 Other Information ......... 2001 Total Traffic PM Peak Hour All -way Stop -controlled Intersection Northbound Southbound Eastbound Westbound W L T R L T R L T R L T R No. Lanes 1 1 1 1 1 < 0 1 1 0 1 1 0 Volumes 37 132 18 27 17 171 283 0 77 88 0 133 PHF 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet NB SB EB WB LT Flow Rate 37 27 283 y 88 RT Flow Rate 18 171 77 133 Approach Flow Rate 1B7 215 360 221 Proportion LT 0.20 0.13 0.79 0.40 Proportion RT 0.10 0.80 0.21 0.60 Opposing Approach Flow Rate 215 187 221 360 Conflicting Approaches Flow Rate 581 581 402 402 Proportion, Subject Approach Flow Rate 0.19 0.22 0.37 0.22 Proportion, Opposing Approach Flow Rate 0.22 0.19 0.22 0.37 Lanes on Subject Approach 3 2 2 2 Lanes on Opposing Approach 2 3 2 2 LT, Opposing Approach 27 37 88 283 RT, Opposing Approach 171 18 133 77 LT, Conflicting Approaches 371 371 64 64 RT, Conflicting Approaches 210 210 189 189 Proportion LT, Opposing Approach 0.13 0.20 0.40 0.79 Proportion RT, Opposing Approach 0.80 0.10 0.60 0.21 Proportion LT, Conflicting Approaches 0.64 0.64 0.16 0.16 Proportion RT, Conflicting Approaches 0.36 0.36 0.47 0.47 Approach Capacity 782 329 818 581 Intersection Performance Summary Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS NB 187 782 0.24 2.5 A SD 215 329 0.65 12.0 C EB 360 818 0.44 5.3 B WB 221 581 0.38 4.2 A Intersection Delay 6.0 Level of Service (Intersection) 9 HCS: Unsignalized Intersections Release 2.1d 4AM-EX.HCO Page Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive IT (E-W) Bridge Gate Drive Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst .............:..... DAK Date of Analysis.......... 12/22/98 Other Information ......... 1998 Existing Traffic AM Peak Hour Two-way Stop -controlled Intersection Northbound Southbound -Eastbound I Westbound L T R L T R L T R L T R No. Lanes 1 1 1 0 1 0 1 < 0 1 0 > 1 < 0 1 0 0 0 Stop/Yield Volumes PHF Grade MC' s MO.) SU/RV's (.) CV' s (1-6) 64 62 1 1 0 ihu N 66 44 1 1 0 8 0 6 1 1 1 0 PCE's 11.10 1 11.10 1.10 1.101 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 F,- 7_3 HCS: Unsignalized Intersections Release 2.1d 4AM-EX.HCO Page 2 Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB Conflicting Flows: vph) 88 Potential Capacity: pcph) 1250 Movement Capacity: pcph) 1250 Prob. of Queue -Free State: 0.99 Step 2: LT from Major Street SB NB Conflicting Flows: vph) 110 Potential Capacity: pcph) 1519 Movement Capacity: pcph) 1519 Prob. of Queue -Free State: 0.95 Step 3: TH from Minor Street WB EB Conflicting Flows: vph) 214 Potential Capacity: pcph) 842 Capacity Adjustment Factor due to Impeding Movements 0.95 Movement Capacity: pcph) 803 Prob. of Queue -Free State: 1.00 Step 4: LT from Minor Street WB EB Conflicting Flows: vph) 214 Potential Capacity: pcph) 795 Major LT, Minor TH Impedance Factor: 0.95 Adjusted Impedance Factor: 0.95 Capacity Adjustment Factor due to Impeding Movements 0.95 Movement Capacity: pcph) 759 Flow Rate Movement (pcph) EB L 9 EB T 0 EB R 7 NB L 70 Intersection Performance Summary Avg. 95% Move Shared Total Queue Cap Cap Delay Length LOS pcph) (pcph)(sec/veh) (veh) 759 > 803 > 917 4.0 0.0 A 1250 > 1519 Intersection Delay 2.5 0.0 A 0.9 sec/veh Approach Delay sec/veh) 4.0 1.3 B-ZV HCS: Unsignalized Intersections Release 2.1d 4AM-CUM.HCO Page Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611--2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive (R-W) Bridge Gate Drive Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... DAK Date of Analysis.......... 12/22/98 Other Information ......... 2001 Background Traffic AM Peak Hour Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC' s (o ) SU/RV's (%) CV' s ('I') PCE's 0 1 < 0 N 81 45 1 1 0 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 g -'LS HCS: Unsignalized Intersections Release 2.1d 4AiM--CUM.HC0 Page 2 Worksheet for TWSC Intersection Step 1: RT from Minor Street WE EB Conflicting Flows: vph) 104 Potential Capacity: pcph) 1226 Movement Capacity: pcph) 1226 Prob. of Queue -Free State: 0.99 Step 2: LT from Major Street SB NB Conflicting Flows: vph) 126 Potential Capacity: pcph) 1493 Movement Capacity: pcph) 1493 Prob. of Queue -Free State: 0.95 Step 3: TH from Minor Street WE EB Conflicting Flows: vph) 332 Potential Capacity: pcph) 730 Capacity Adjustment Factor due to Impeding Movements 0.95 Movement Capacity: pcph) 694 Prob, of Queue -Free State: 1.00 Step 4: LT from Minor Street WE EB Conflicting Flows: vph) 332 Potential Capacity: pcph) 680 Major LT, Minor TH Impedance Factor: 0.95 Adjusted Impedance Factor: 0.95 Capacity Adjustment Factor due to Impeding Movements 0.95 Movement Capacity: pcph) 647 Intersection Performance Summary Flow Move Rate Cap Movement pcph) pcph) EB L 9 647 > EB T 0 694 > EB R 7 1226 > NB L 73 1493 Avg. 95a Shared Total Queue Approach Cap Delay Length LOS Delay pcph)(sec/veh) veh) sec/veh) 815 4.5 0.0 A 4.5 2.5 0.0 A 0.7 Intersection Delay = 0.6 sec/veh g 2 HCS: Unsignalized Intersections Release 2.1d 4AM-TOT.HCO Pagc Center For Microcomputers In Transportation University of Florida 512.Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive (E-W) Bridge Gate Drive Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... DAK Date of Analysis.......... 12/22/98 Other Information ......... 2001 Total Traffic AM Peak Hour Two-way Stop -controlled Intersection Northbound Southbound Eastbound- Westbound -- L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MCIs M SU/RV's (%) CV's M PCEIs 1 1 0 N 155 162 1 1 0 1.10 0 1 < 0 N 81 70 1 1 0 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 b--Lr\ HCS: Unsignalized Intersections Release 2.1d 4AM-TOT.HCO Faae 2 Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB Conflicting Flows: vph) 116 Potential Capacity: pcph) 1209 Movement Capacity: pcph) 1209 Prob. of Queue -Free State: 0.98 Step 2: LT from Major Street SB NB Conflicting Flows: vph) 151 Potential Capacity: pcph) 1453 Movement Capacity: pcph) 1453 Prob. of Queue -Free State: 0.88 Step 3: TH from Minor Street WB EB Conflicting Flows: vph) 433 Potential Capacity: pcph) 646 Capacity Adjustment Factor due to Impeding Movements 0.$8 Movement Capacity: pcph) 570 Prob. of Queue -Free State: 1.00 Step 4: LT from Minor Street WB EB Conflicting Flows: vph) 433 Potential Capacity: pcph) 594 Major LT, Minor TH Impedance Factor: 0.88 Adjusted Impedance Factor: Q.88 Capacity Adjustment Factor due to Impeding Movements 0.88 Movement Capacity: pcph) 524 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Rate Cap Cap Delay Length LOS Movement pcph) pcph) pcph)(sec/veh) veh) EB L 13 524 EB T 0 570 798 4.7 0.0 A EB R 20 1209 NB L 171 1453 2.8 0.4 A Intersection Delay = 1.2 sec/veh Approach Delay sec/veh) 4.7 1.4 E,-Z% HCS: Unsignalized Intersections Release 2.1d 4PM-EX.HCO Page Center For Microcomputers In Transportation University of Florida - 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive (E-W) Bridge Gate Drive Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... DAK Date of Analysis.......... 12/22/98 Other Information ......... 1998 Existing Traffic PM Peak Hour Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC' s ( a ) SU/RV's (%) CV' s ( o ) PCE' s 0 1 < 0 N 77 4 1 1 0 0 > 1 < 0 41 0 53 1 1 1 0 1.10 1.10 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d 4PM-EX.HCO Page 2 Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB Conflicting Flows: vph) 79 Potential Capacity: pcph) 1263 Movement Capacity: pcph) 1263 Prob. of Queue -Free State: 0.95 Step 2: LT from Major Street SB NB Conflicting Flows: vph) 81 Potential Capacity: pcph) 1569 Movement Capacity: pcph) 1569 Prob. of Queue -Free State: 0.99 Step 3: TH from Minor Street WB EB Conflicting Flows: vph) 166 Potential Capacity: pcph) 893 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: pcph) 887 Prob. of Queue -Free State: 1.00 Step 4: LT from Minor Street WB EB Conflicting Flows: vph) 166 Potential Capacity: pcph) 849 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: pcph) 844 Flow Rate Movement pcph) EB L 45 EB T 0 EB R 58 NB L 10 Intersection Performance Summary Avg. 95% Move Shared Total Queue Cap Cap Delay Length LOS pcph) (pcph) (sec/veh) (veh) 844 > 887 > 1038 3.9 0.3 A 1263 > 1569 Intersection Delay 2.3 0.0 A 1.5 sec/veh Approach Delay sec/veh) J MM-0 HCS: Unsignalized Intersections Release 2.1d 4PM-CUM.HCO_ Page Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive (E-W) Bridge Gate Drive Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... DAK Date of Analysis.......... 12/22/98 Other Information ......... 2001 Background Traffic PM Peak Hour Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound - L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MCI (%) SU/RV's (o) CV's (%) PCE's 0 1 < 0 N 167 4 1 1 0 0 > 1 < 0 42 0 55 1 1 1 0 1.10 1.10 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 V-11M ACM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 01-05-1999 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive (N-S) Copley Drive Analyst: CHN File Name: 2AM-MIT.HC9 Area Type: Other 12-22-98 AM Peak Comment: 2001 AM Peak Hour Total Traffic with Mitigation Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 2< 1 2 1 2 Volumes 308 195 724 1213 21 74 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru * Thru Right * Right Peds * Peds WB Left * SB Left. Thru * * Thru Right Right Peds Peds NB Right * EB Right SB Right WB Right Green 20.OA 10.OA Green 3.OA Yellow/AR 3.5 6.0 Yellow/AR 3.5 Cycle Length: 46 secs Phase combination order: 41 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 992 3509 0.532 0.283 9.4 B 9.4 B WB L 789 1770 0.918 0.446 19.0 C 7.5 B T 2956 3725 0.431 0.793 1.0 A NB L 135 1770 0.156 0.076 12.9 B 4.7 A R 1859 3167 0.045 0.587 2.6 A Intersection Delay = 7.8 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.710 Am dCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 12-22-1998 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive (N-S) Copley Drive Analyst.:- CHN File Name: 2PM-CUM.HC9 Area Type: Other 12-22-98 PM Peak Comment: 2001 PM Peak Hour Background Eastbound Westbound Northbound Southb,ound L T R L T R L T R L T R No. Lanes 2 1 2 2 1 Volumes 2179 30 122 499 126 598 Lane W (ft) 17.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru * Thru Right * Right Peds * Peds WB Left * SB Left Thru * * Thru Right Right Peds Peds NB Right * EB Right SB Right WB Right Green 5.OA 34.5A Green 17.5A Yellow/AR 3.5 6.0 Yellow/AR 3.5 Cycle Length: 70 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 2324 4338 0.998 0.536 24.4 C 24.4 C WB L 139 1770 0.877 0.079 49.6 E 11.9 B T 2448 3725 0.214 0.657 3.1 A NB L 910 3539 0.143 0.257 13.0 B 36.6 D R 599 1583 0.998 0.379 41.8 E Intersection Delay = 24.6 sec/veh Intersection LOS = C Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.998 1 3' HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 01-05-1999 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive (N-S) Copley Drive Analyst: CHN File Name: 2PM-TOT.HC9 Area Type: Other 12-22-98 PM Peak Comment: 2001 PM Peak Hour with Projects Eastbound Westbound -Northbound Southboundy L T R L T R L T R L T R - No. Lanes 2< 1 2 2 1 Volumes 2179 37 162 499 161 796 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 199 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru Thru Right Right Peds Peds WB Left SB Left Thru Thru Right Right Peds Peds NB Right EB Right SB Right WB Right Green 5.OA 20.5A Green 10.OA Yellow/AR 3.0 6.0 Yellow/AR 3.0 Cycle Length: 48 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat We g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 1838 3716 1.266 0.495 WB L 186 1770 0.869 0.105 36-1 - D 10.1 B T 2470 3725 0.212 0.663 2.0 A NB L 745 3539 0.223 0.211 10.1 B 30.8 D R 600 1583 0.995 0.379 36.6 D Intersection Delay = * (sec/veh) Intersection LOS g/C)*(V/c) is greater than one. Calculation of D1 is infeasible. HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 01-05-1999 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive (N-S) Copley Drive Analyst: CHN File Name: MIT.HC9 Area Type: Other 12-22-98 PM Peak Comment: 2001 PM Peak Hour with Projects Eastbound Westbound Northbound Southbound- L T R L T R L T R L T R No. Lanes 2< 1 2 1 2 Volumes 2179 37 162 499 161 796. Lane W (ft) 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru Thru Right Right Peds Peds WB Left SB Left Thru Thru Right Right Peds Peds NB Right EB Right SB Right WB Right Green 8.5A 55.OA Green 15.OA Yellow/AR 3.0 6.0 Yellow/AR 3.0 Cycle Length: 91 secs Phase combination order: 41 42 45 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 2382 3716 0.977 0.641 20.2 C 20.2 C WB L 166 1770 0.974 0.094 72.7 F 18.6 C T 2861 3725 0.183 0.768 1.8 A NB L 293 1770 0.549 0.166 24.0 C 35.1 D R 927 3167 0.969 0.293 37.0 D Intersection Delay = 23.8 sec/veh Intersection LOS = C Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.975 HCS: Unsignalized Intersections Release 2.1d 3AM-EX.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets:-(N-S) Gateway Center Drive Q T-( E-W) Valley Vista Drive Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... DAK Date of Analysis.......... 12/22/98 Other Information ......... 1998 Existing Traffic AM Peak Hour Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (s) SU/RV' s ( o } CV' s ( o } PCE's 1 1 < 0 N 55 16 0 1 1 1 0 1.10 1 1 < 0 N 0 89 285 1 1 1 0 1.10 0 > 1 < 0 21 0 5 1 1 1 0 1.10 1.10 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 g-- kS HCS: Unsignalized Intersections Release 2.1d 3AM-EX.HCO Page 2 Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 232 Potential Capacity: (pcph) 1056 Movement Capacity: (pcph) 1056 Prob. of Queue -Free State: 0.99 Step 2: LT from Major Street SB NB Conflicting Flows: (vph) 16 374 Potential Capacity: (pcph) 1684 1137 Movement Capacity: (pcph) 1684 1137 Prob. of Queue -Free State: 1.00 0.95 Step 3: TH from Minor Street WB EB Conflicting Flows: (vph) 302 Potential Capacity: (pcph) 757 Capacity Adjustment Factor due to Impeding Movements 0.95 Movement Capacity: (pcph) 716 Prob. of Queue -Free State: 1.00 Step 4: LT from Minor Street WB EB Conflicting Flows: (vph) 302 Potential Capacity: (pcph) 708 Major LT, Minor TH Impedance Factor: 0.95 Adjusted Impedance Factor: 0.95 Capacity Adjustment Factor due to Impeding Movements 0.95 Movement Capacity: (pcph) 670 Intersection Performance Summary Avg. 9501 Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) veh) sec/veh) EB L 23 670 > EB T 0 716 > 725 5.2 0.0 B 5.2 EB R 6 1056 > NB L 61 1137 3.3 0.0 A 2.6 SIB L 0 1684 2.1 0.0 A 0.0 Intersection Delay 0.7 sec/veh b-1t-P HCS: Unsignalized Intersections Release 2.1d 3AM-CUM.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive E-W) Valley Vista Drive Analyst ................... DAK Date of Analysis.... .. 12/22/98 Other Information .......... 2001 Background Traffic AM Peak Hour All -way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes 1 1 1 1 1 < 0 1 1 0 1 1 0 Volumes 57 16 98 148 92 294 22 0 5 13 0 20 PHF 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet NB SB ES WE LT Flow Rate 57 148 22 13 RT Flow Rate 98 294 5 20 Approach Flow Rate 171 534 27 33 Proportion LT 0.33 0.28 0.81 0.39 Proportion RT 0.57 0.55 0.19 0.61 Opposing Approach Flow Rate 534 171 33 27 Conflicting Approaches Flow Rate 60 60 705 705 Proportion, Subject Approach Flow Rate 0.22 0.70 0.04 0.04 Proportion, Opposing Approach Flow Rate 0.70 0.22 0.04 0.04 Lanes on Subject Approach 3 2 2 2 Lanes on Opposing Approach 2 3 2 2 LT, Opposing Approach 148 57 13 22 RT, Opposing Approach 294 98 20 5 LT, Conflicting•Approaches 35 35 205 205 RT, Conflicting Approaches 25 25 392 392 Proportion LT, Opposing Approach 0.28 0.33 0.39 0.81 Proportion RT, Opposing Approach 0.55 0.57 0.61 0.19 Proportion LT, Conflicting Approaches 0.58 0.58 0.29 0.29 Proportion RT, Conflicting Approaches 0.42 0.42 0.56 0.56 Approach Capacity 1089 919 348 140 Intersection Performance Summary Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS NB 171 1089 0.16 1.8 A SB 534 919 0.58 9.1 B EB 27 348 0.08 1.3 A WE 33 140 0.24 2.4 A Intersection Delay = 6.9 Level of Service (Intersection) = B 4CS: Unsignalized Intersections Release 2.1d 3AM-TOT.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive E-W) Valley Vista Drive Analyst ................... DAK Date of Analysis.......... 12/22/98 Other Information ........... 2001 Total Traffic AM Peak Hour All -way Stop -controlled Intersection Northbound Southbound Eastbound Westbound - L T R L T R L T R L T R No. Lanes 1 1 1 1 1 < 0 1 1 < 0 1 1 0 Volumes 57 20 98 148 117 341 29 0 5 13 0 20 PHF 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet NB SH EB WB LT Flow Rate 57 148 29 13 RT Flow Rate 98 341 5 20 Approach Flow Rate 175 606 34 33 Proportion LT 0.33 0.24 0.85 0.39 Proportion RT 0.56 0.56 0.15 0.61 Opposing Approach Flow Rate 606 175 33 34 Conflicting Approaches Flow Rate 67 67 781 781 Proportion, Subject Approach Flow Rate 0.21 0.71 0.04 0.04 Proportion, Opposing Approach Flow Rate 0.71 0.21 0.04 0.04 Lanes on Subject Approach 3 2 2 2 Lanes on Opposing Approach 2 3 2 2 LT, Opposing Approach 148 57 13 29 RT, Opposing Approach 341 98 20 5 LT, Conflicting Approaches 42 42 205 205 RT, Conflicting'Approaches 25 25 439 439 Proportion LT, Opposing Approach 0.24 0.33 0.39 0.85 Proportion RT, Opposing Approach 0.56 0.56 0.61 0.15 Proportion LT, Conflicting Approaches 0.63 0.63 0.26 0.26 Proportion RT, Conflicting Approaches 0.37 0.37 0.56 0.56 Approach Capacity 1070 897 360 130 Intersection Performance Summary Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS NB 175 1070 0.16 1.9 A SR 606 897 0.68 13.0 C EB 34 360 0.09 1.4 A WB 33 130 0.25 2.6 A Intersection Delay = 9.9 Level of Service (Intersection) = B Ow HCS: Unsignalized Intersections Release 2.1d 3PM-EX.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Gateway Center Drive (E-W) Valley Vista Drive Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... DAK Date of Analysis.......... 12/22/98 Other Information ......... 1998 Existing Traffic PM Peak Hour Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (°s) SU/RV`s (o) CV' s ( o ) PCE' s 1 1 ¢ 0 N 36 97 0 1 1 1 0 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 B` %9 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 12-22-1998 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive (N-S)Gateway ^Center DriveYz = YY Analyst: CHN File Name: 1PM-CUM.HC9 Area Type: Other 12-22-98 PM Peak Comment: 2001 PM Peak Hour Background Eastbound Westbound Northbound _ Southbound L T R L T R L T R L T R No. Lanes 2< 1 2 2 1 Volumes 1546 107 57 612 361 95 Lane W (ft) 12.0 12.0 12.0 12.0 12.O RTOR Vols 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru * Thru Right * Right Peds * Peds WB Left * SB Left Thru * * Thru Right Right Peds Peds NB Right * EB Right SS Right WB Right Green 4.OA 15.OA Green 4.OA Yellow/AR 3.5 6.0 Yellow/AR 3.5 Cycle Length: 36 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 1844 3689 0.941 0.500 13.0 B 13.0 B WB L 221 1770 0.258 0.125 9..3 - B 1.9 A T 2639 3725 0.244 0.708 1.2 A NB L 442 3539 0.841 0.125 19.4 C 16.5 C R 528 1583 0.180 0.333 5.5 B Intersection Delay = 10.9 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.811 b-`l HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 01-05-1999 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive - (N-S) Gateway Center Drive -- Analyst: CHN File Name: 1PM-TOT.HC9 Area Type: Other 12-22-98 PM Peak Comment: 2001 PM Peak Hour with Projects Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 2< 1 2 2 1 volumes 1553 127 57 647 454 95 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations' Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru * Thru Right * Right Peds * Peds WB Left * SB Left Thru * * Thru Right Right Peds Peds NB Right * EB Right SB Right WB Right Green 3.OA 15.OA Green 5.OA Yellow/AR 3.5 6.0 Yellow/AR 3.5 Cycle Length: 36 secs Phase combination order: 41 #2 45 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 1842 3683 0.958 0.500 14.8 B 14.8 B WB L 172 1770 0.331 0.097 10.2 B 2.1 A T 2535 3725 0.268 0.681 1.5 A NB L 541 3539 0.866 0.153 19.3 C 17.0 C R 528 1583 0.180 0.333 5.5 B Intersection Delay = 12.2 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.85B HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 12-22-1998 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive F1 (N-S)Copley 4Drive Analyst: CHN File Name: 2AM-EX.HC9 Area Type: Other 12-22-98 AM Peak Comment: 1998 Existing AM Peak Hour Traffic Volumes Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 2¢ 1 2 2 1 Volumes 299 121 363 1178 12 27 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru * Thru Right * Right Peds * Peds WE Left * SB Left Thru * * Thru Right Right Peds Peds NB Right * EB Right SB Right WE Right Green 10.OA 10.OA Green 4.OA Yellow/AR 3.5 6.0 Yellow/AR 3.5 Cycle Length: 37 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 1252 3564 0.352 0.351 5.8 B 5.8 -13 WE L 502 1770 0.723 0.284 11.2 B 3.7 A T 2668 3725 0.464 0.716 1.5 A NB L 430 3539 0.028 0.122 9.3 B 5.1 B R 770 1583 0.035 0.486 3.2 A Intersection Delay = 4.2 sec/veh Intersection LOS = A Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.400 M HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 12-22-199L Center For Microcomputers In Transportation Streets: (E--W) Golden Springs Drive N-S) Copley Drive Analyst: CHN File Name: 2AM-CUM.HC9 Area Type: Other 12-22-98 AM Peak Comment: 2001 AM Peak Hour Background Eastbound Westbound Northbound - Southbound - L T R L T R L T R L T R No. Lanes 2< 1 2 2 1 Volumes 308 164 562 1213 17 52 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru Thru Right Right Peds Peds WE Left SB Left Thru Thru Right Right Peds Peds NB Right EB Right SE Right WB Right Green 20.OA 10.OA Green 4.OA Yellow/AR 3.5 6.0 Yellow/AR 3.5 Cycle Length: 47 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 977 3531 0.508 0.277 9.6 B 9.6 H WB L 772 1770 0.728 0.436 9.5 B 3.8 A T 2893 3725 0.440 0.777 1.2 A NB L 339 3539 0.053 0.096 12.5 B 5.1 B R 943 1583 0.055 0.596 2.6 A Intersection Delay = 5.0 sec/veh Intersection LOS = A Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.573 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 01-05-1999 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive _ (N-S) Copley Drive - Analyst: CHN File Name: 2AM-TOT.HC9 Area Type: Other 12-22-98 AM Peak Comment: 2001 AM Peak Hour with Projects Eastbound Westbound - Northbound - Southbound L T R L T R L T R L T R No. Lanes 2< 1 2 2 1 Volumes 308 195 724 1213 21 74 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 RTOR Vols. 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru Thru Right Right Peds Peds WB Left SB Left Thru Thru Right Right Peds Peds NB Right EB Right SB Right WB Right Green 20.OA 10.OA Green 4.OA Yellow/AR 3.5 6.0 Yellow/AR 3.5 Cycle Length: 47 secs Phase combination order: 41 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 971 3509 0.544 0.277 9.8 B 9.8 B WB L 772 1770 0.938 0.436 21.9 C 8.7 B T 2893 3725 0.440 0.777 1.2 A NB L 339 3539 0.065 0.096 12.5 B 4.9 A R 943 1583 0.078 0.596 2.6 A Intersection Delay = 8.8 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.700 b- % % HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 12-22-1996 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive (N-S) Copley Drive Analyst: CHN File Name: 2PM-EX.HC9 Area Type: Other 12-22-98 PM Peak Comment: 1998 Existing PM Peak Hour Traffic Volumes Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 2< 1 2 2 1 Volumes 2116 22 86 484 85 410 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru Thru Right Right Peds Peds WB Left SB Left Thru Thru Right Right Peds Peds NB Right EB Right SB Right WB Right Green 4.OA 29.OA Green 7.OA Yellow/AR 3.5 6.0 Yellow/AR 3.5 Cycle Length: 53 secs Phase combination order: #1 42 #5 Intersection Performance Summary Lane Group: Ada Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 2246 3720 1.000 0.604 21.3 C 21.3 C WB L 150 1770 0.572 0.085 18.8 C 3.8 A T 2776 3725 0.183 0.745 1.3 A NB L 501 3539 0.176 0.142 13.0 B 25.8 D R 448 1583 0.915 0.283 28.5 D Intersection Delay = 18.8 sec/veh Intersection LOS = C Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.973 b - 1'L 1 2-21 --1 998 7 : 59PM LOS Aktt(IS COU TT DEPARTUE0 UPI TRFFIC B :LIGHTIf+IC. ,,plVl$1 INTERSECTION;' G SYSTEM K C( 1 1i`C5 =n b' MASTER: - L%-• DATE REQUESTED: 1-4(— DATE COMPLETED: C + ACROSS +- DOWN C+ _+}) ohm g Ce i e ia i iiuiia i i 8 i iioii FROM COUNTY OF LA/DPW 6264S85936 P. 8 XRE. CTIOHs: -37- I rrttl C..,01 (Manua) ZN atu (frea),Rol a ftn as GA4 Infervoli 9Mwn• betara release ha mostor control. Elder 0 at C-0.1 10 sosiron+ manual matrol. nu • , sal bo 0 word on bR Implem f tho EVEN is nol used, an a1 C'O• w and EV to 0CKandEYMOLDEIKYEwf GILL I HOLD i VIED RESTRICT roll" - OFF CYCLE w/FIELD GiltS1 00blarvation only. REMARKS: R-1s 1 2-21 -1 998 8 : 00pM FROM COUNTY OF LA/DPW 826a585936 P 9 LACO-1 CLOCK' AND . EVENT TABLE SHEET - `PAGE; OF INTERSECTION: - I GA N S P t?l1(I S DiC 7WA.0 CE,vrE "iiP, ' - 3 4fiDATE:'9 Y.+?1 TS No', ZS9G...... ___ .. .. - --_ ..-_.r--- COMPLETED:DATE• _ t yrtcY C;I,; DATE - CONTROL CODE A - CCONTROL CONTROL CODE A - D 0 SECONDS0 MONTH I LOCATION - ACTIVITY t LOCATION :>4! `'., (1-C) DAY Of DAY or rl WCEK 1rEEtt 0' '. 7. 5 8 2 7 HOURS MINUTESs DAY Of MONTH TEARs 00-1t3i 100=set of -Sal FIG. I FIG.:Z . ABOVE EXAMPLES - - OAY OF WEEK MONTH T;Se A.M. ON THURSDAY (FIG.11 1 $VMOAT 1 JANUARY T JULYr MAY 21, 1ee2 (FIG. 2) 2 MONDAY E ' FEBRUARY a AUGUST 3 TUESDAY 3 idARCN a SEPTEMOER 4 xEONESOAT 4 APRIL A OCTOOCA S THURSDAY a MAY a NOVEMBER e fRIOAY a DUNE C DECEMSER T SATUROAY DIRECTIONS At control code A-C, key in hours and minutes, then key in O for seconds activity. Enter key E and turn an call light correr- ponding to day of the week.(NOTE: Seconds start at O seconds -for observotian and carrectton use oddress D-4-F) At control code A-0, key in day of monlh, year and manlh, then enter key E. .. CONTROL CODE 9-3 a LOCATION DIAL O a OAT Of O 3 3 2 WEEK. O O % 6 T l'S 3'0 e HOURS MINUTES 00-23) (Oa•ael FIG. 3 ABOVE EXAMPLE THE EXAMPLE (FIC.31, SHOWS A TIME OF DAY EVENT AT CONTROL CODE 9-3 WITH OPAL 2 TO START AT 3;30 P.M. EACH WEEKDAY FROM MONDAY THROUeH FRIDAY,' EVENT TABLE DIRECTIONS To set an event, key in 9 t the table location, key in hour, minute, and avant, then enter key E. Sel days) wilh call/active litee-To observe current event use addfess C-0- 5. ( NOTE: These time of day events are local -not system events,) REMARKS. PLAN D OI 1 213 0 ru S 5 Pr-I(p DAY AND LITE DAY F Cali/Active LITE- i Bassoons DIAL 1=1, 2=2,3=3,FREE-- E , OFF= O. NOTE: At C-O- 5, FREE : 14 ) 12-21-1998 8:31PM FROM COUNTY OF LA/DPW 6264585936 iF Mtl:1 rf ':•.",?ti f 4Y 4 4-."d'gaR!-ry''qiA yl WSAlyilsLCS (', l1Ut4 1 Y ` ? ,- TWEIC & LIGWINC DIVISION :. `.: TS1 zs94 JNTrr xScV rTf : Goc: ` Q uGs a : G' DATE REQUESTED /Af A BYtM0.__. DA7 COEI TABLE 1 CODE 11111: mm I Pd 1-0 I:b°! E 1-2 I&6E 1-3 1--4 ems ![ 1- 5 1 1 1--6 1—: + ( 1- 7 1-9 I j 1-b I 1- C 1: ! 1- d 1 : !-1 1-E 1- FI I : , I-J TABLE 2 2--0 1 !_ 2- 1 1-r,: !: 2-2 ! 1 2- 3 t 2- 4 2-5 : 2-6 1:1 2-7 1 +, 2- 0 1 : +, 2- 9 ! ! 2-A 1. 1 2-b ! 1 2- C ! I 2- d 1:_t 2-E I,,: ! 2- F ! + TABLE 3 CODE I III! : min 11 3-0 1 :_'.. 3- 1 !—:f 3- 2 I . 1 3-3 3-4 t 1 3-5 ! I 3- 6 !+ 3-7 1 1- 3-0 I_-# I 3-9 I ! 3- A !_;_I 3- b I I 3-C ! :_1 3- d ! + 3-E !_—_ I 3- F 1_ . a. M.t-v- t_f'a* 1!1!I! T..._., . ....- -: .... V. DEFAULT TABLE" O s: m;t w t;.f,,a+ CODE1 101:mm IN 1 2`3-4 5'6 7 0-0 liw oo, 1 x! xtx! x1 A k!_ 0-1 12r_; o % I kf;I 4;I Xt W) 0-2 Ij.0 0-3 I: o0 1 J_! x1 ic! x1 x IX1_j 0-4 tom: o a 1x1 xirx !x ! 0-5 ! 04 I 04 t I 0- 0 t 0- A I0-E.! 1 0-F 1 s m t w t f a* 1 2 3 4 5 6 7 3Mtvtf.So i234567 Set DOW - all VALID days>> 8-every day 9-mon- fri 00none if phase digit stops flashingn then table d & event 1 match ! P# - Plan Number DI D2 D3 01. 1 2 3 D2. 4 5 6 03. 7 8 9 FREE- E (14) TO : Table Number (0-3) >>> if requested table produces plan zero, then default table will be searched automatically WWV LETEV AMAL_._MOG A _ 54 1__ J I .. 5- 2,. !!_ 5-3 1- I_ 5- 4 J, 5-5 5-7 5- 8 5- 9 5- A 5- b 5- C I„_ J I_ 5-d 5-E t r^!_ I I_ 5- F 11_ ANNUAL PROD B CODE 1 Mdd U 6-0 1 1 6-1 I i1_ 6-2 !._..._1 6-3 1==I- 6-4 t J 1 6-5 1 6-6 I__/ 1, 6-7 1., f 6-8 6- 9 !_:j..I, 6- A !„f + 6-C I t 6-d I I 6-E I I 6-F 1, l WIA SalarS ....r... l' 2t3'`4 5= 6 7 fT wl_ 71 1 7l,,,,I_! t_ 1 1 t_! 1-. !_ t"1 1 . t l_1,_!_1. 71 ! t-! s'atwt'f 1 23456 FLOAT HOLIDAYS s A t v t f s* ANNUAL PROG C s m t v t! CODEt 9, nn !Td 1 2 3 4 5 6 7 CODE! HITd 1 t2l3l415lt 4-1 1 i n a3 i1_!1_!_ 1_!_!_] 7-1 ILL/ 4-2 1 o.Sn+_I XI !_! ! i_] 7-2 1— t. n o1 1(_I!_I_!_l-+-] 7-3 !, +_ I_I_I_Ir1. 4-4 11Ln o 1[_!_1-!_l X t f 1_] 7-4 1 !_1_!_i_t_!- 7-6 4-6 In Il-I-rl- l-t- 7-7 4-7 I=I[-l- 1-l-t- ] 7-8 t J 4-8 1 n -I`! t-_!] 7-9 !::J 4-9 ! n _-- 4-A I n t[_I_!_t_!_!_t_ j 7-A t f 4-b I= n +,[_+_I_!_I_+_1-] 7- b ! 4-0 I n t_t _!-!_!_1_t_] 7-C 1 J 4-d I a t[_!_I_t_t_! 1 ] 7-d IiJ 4-E ! n l _1-1_1_I_+_ t 7"E ! 4-F ! = n t-t_1_I-...I- t_I_] . 7-1; t, nn- Nth occurreace Dp11s %53a 99--la999 `t lear tables, then b in_n-z 1 170 - recalc).- A-1- 12-21-1998 8:32pm r-Rum COUNT-( OF LA/ LA 4 02o45o:)=jo LUG AVULL "-. W071-1"T Jmlf WFIC & LIcirriNG"'Divisio 7. All-- INTERSBCTI DATE REQUESTED BY: MA6 DATE CL*LPLETED-. EXCEPTION DAYS f CT iF.15 CODEI IONIL/dd IF#if A I 2 3. 0 " 4 516 7 1 8101 Of I Tw 8- 1 oI X1 V I 8-2 I_C-7 Rd - I 8- 4 liLj 0 1 1 1 I I ILI 8-6 1 S I-Ei-I R.1 -1 1 8-7 Ill ZZI I I L)T I8_8 1 8-9 1 11. z I 12 _Z;, - 8-A17- 1 8-b I It 8-C I I Y 8 -1 8-F. 1 84 EXCEPTION MISS — f lags CODEI JBf- mm 1P#[1 2 3 4 5.6 7 9-0 1 Co.. as 16 9-1 9-2 105: o0 I 9-3 1 2717:73-1 9-6 1 !J 9-7 9-8 1- 9-9 1 9-A I 9-b I 1 9+1 - 1- 1-1-1-Ij C 1 9-d I 9-E I 9-F Set DOW all VALID days Ff m Exception Time Flags 1-7 REMARKS:— (D- 0-3 170 - rec-alc) (D-0-3 - M - clear tables, then blar E N G I N E E R S APPENDIX B HIGHWAY CAPACITY MANUAL (HCM) CALCULATION WORKSHEETS ECM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 01-05-1999 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive (N-S) Gateway Center Drive Analyst: CHN File Name: 1AM-TOT.HC9 Area Type: Other 12-22-98 AM Peak Comment: 2001 AM Peak Hour with Projects Eastbound Westbound Northbound- Southbound - L T R L T R L T R L T R No. Lanes 2< 1 2 2 1 Volumes 504 444 132 969 53 16 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru Thru Right Right Peds Peds WB Left SB Left Thru Thru Right Right Peds Peds NB Right EB Right SB Right WB Right Green 4.OA 10.OA Green 4.OA Yellow/AR 3.5 6.0 Yellow/AR 3.5 Cycle Length: 31 secs Phase combination order: #1 42 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 1453 3464 0.685 0.419 5.7 B 5.7 B WB L 257 1770 0.514 0.145 9.4 B 2.5 A T 2463 3725 0.413 0.661 1.6 A NB L 514 3539 0.107 0.145 7.4 B 6.6 B R 613 1583 0.026 0.387 3.8 A Intersection Delay = 4.1 sec/veh Intersection LOS = A Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.532 MW HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 12-22-1998 Center For Microcomputers In Transportation Streets: (E-W) Golden Springs Drive (N-S) Gateway Center Drive Analyst: CHN File Name: 1PM-EX.HC9 Area Type: Other 12-22-98 PM Peak Comment: 1998 Existing PM Peak Hour Traffic Volumes Eastbound Westbound Northbound^- - Southbound^- L T R L T R L T R L T R No. Lanes 2< 1 2 2 1 Volumes 1494 78 55 557 221 92 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru Thru Right Right Peds Peds WB Left SB Left Thru Thru Right Right Peds Peds NB Right EB Right SB Right WB Right Green 4.OA 15.OA Green 4.OA Yellow/AR 3.5 6.0 Yellow/AR 3.5 Cycle Length: 36 secs Phase combination order: 41 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB TR 1849 3698 0.893 0.500 9.6 B 9.6 B WB L 221 1770 0.249 0.125 9.3 B 1.9 A T 2639 3725 0.222 0.708 1.2 A NB L 442 3539 0.515 0.125 10.4 B 9.0 B R 528 1583 0.174 0.333 5.5 B Intersection Delay = 7.6 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.723 r, i r---LACO-1- DETECTOR -ASSIGNMENT ,•.,.--- - E 2 F , fNTERSECTION. GD6(/ PWIAlr7S De 9D.f17e1,eIr.&.C-%T w rce_ .. ' '" Q l T S N OA1'E:Z2ffiZ9Y: -49—" APP LANE! DESCRIPTIGN LE 04 r DELAY 04N ` i 6'r EXTENDED CALL TELLDW OISCDNNECT QUEUE - CtEAmma 5 Wear Cap( SECONDS CODE SECONDS REMARKS CODE LITE ON,COW JUTE OF 5 6r-Z 6'y75'R ear I I u 1 I L oro via 1 DF8 I faForeUseDF4E don 2I2U D I I 03 1 E Z V Pic 2I2L 012 032 DF4 2 DF8 2 DF441: DF8 3. 2I3UD13033DF44-2I3L 014 034 DF4 S-' 2T4!2 2I4L D15 035 DF4 6 DFB 6 3 Ia u 3I5L D 16 D*38 DF4 7 DF8 7 5 Lr2 e,, 4I6U 217 0 DF4 8 DF8 8 er 4z6L 018 DF5 I DF9 I es c-i 4I7U D r9 0 D39 DF5 2 DF9 2 4I7L DIA 03A DF5 3 DF9 X 3 4IBU LDF94I$L D i B D38 DF5 4 4 I I9U DIC 03C DF5 5 DF9 S 3I9L DID 03D OF5 6 DF9 6 5JIU S 7 I L D2Q J p D40sw,a so pl,;y q D F 6 1 D FA 1Cali To47L672UW41,1021 041 Z,$ DF6 2 DFA 2672 D22D422, $ OF6 3 DFA 3 673U 023 043i}Ffi 4 DFA 4 6J3L 024 044 DF6 5. DFA 5 674U 674E 025 045 DF6 6 DFA i 6 773u 7 7S1_ D25 Dos DF6 7 DFA 7 8J6U D27 D47 DF6 8 DFA 8 876L 028 048 DF7 I DFB I 8 77U 029 049 DF7 2 DFB 2 8J'? L 02A 04A f DF7 3 DF8 3 818U 878E 028 048 DF7 4 DFS 4 e Kr y,, S 79U 02C D4C C.aiy To 4i1a 1 OF? 5 DF8 5 719E 020 040 DF7 Frij DFB 6 QU1CX REFEREmcE REMARKS: CUEVE CLEAROW; DETECTOR eeeeeeee Tu»Per to S11U) ar)c SJia% be l7Gf!2 Orly Dut-/nj 06 Real 7%rvc h +sC,rltaeG' TLI) Sensor- ljni}- Ska t Ve X erna 10 sec, 71,n+G 2) Tr•„ e 1wrir a 4 y, fo DVs4b/e De/ay r,_e Burr j 06 ems. A-14 MIeee eIS Tu»Perto S11U) ar)c SJia% be l7Gf!2 Orly Dut-/ nj 06 Real 7%rvc h +sC,rltaeG' TLI) Sensor- ljni}- Ska t Ve X erna 10 sec, 71,n+G 2) Tr•„e 1wrir a 4 y, fo DVs4b/ e De/ay r,_ e Burr j 06 ems. A-14 MIeee eIS m.. m... Em©© m mmm IS 12-21-1998 7:56PM FROM COUNTY OF LA/DPW 6264585936 P, 6 r 3 Zx J 5 pq U. z lV A IV b 40 f- a ce t, m ti a W w a z J Q Z H lz Q a 3w j W Y W w uicw++ d CC a J rQ d ti o a dcJ J W z o Z s c n: a o a wjw r~n a 4L c 8 c i a s v mLaWui z O N r^l a d r• A N 4 W r Q r (Z Y A sa R J W J 41 J uj J W n a v a a u IL g w tJr J w PP Ja a m m d ca a cW W w W W I Q¢ t W WLWWQ xxx tixxxa axrnQD x N N 4 z xx W W A p d a tV l j l ViS g ho S4 zo— aroc O cV fn V n 1p N m 0 a m c7 Q W U. 10 I caI.- c 3 x a z z cv z r- z c W Z a a rw- z i i M N t1J W Lu S W w n 0 w w 1- w H w r~ W w aU 3 O jc a s1 a w Y Q Z C* W 73 Q ch w M au3 Q wa U. aw w w Lu w a s i o o cr a ac A-13 Za A y s d e z On u" z o 4A IL m _ ae cc UJ 12o m sE:o 12-21-1998 7:55PM FROM COUNTY OF LA/DPW 6254585035 LACO-1 _CLOCK AND EVENT TABLE- SHEET.. " -PAGE 4 OF . INTERSECTION: A.CD,EN ge lw S . La Ca te TS No: , COMPiLETED:DATE: H-14-47- CONTROL CODE 8-0 CLOCK CONTROL CODE 8= I o 1 O 3 OAT Or IS WEEK oa i 6 i 7 6 i.i SECONDS LOCATION ACTIVITY HOUR! MINUTE! 00.231 (00-60) 0 1 i.z DAY OF 0.3 WEEK O 4 O 6 i 6 s irs LOCATION MONTH 0-C) DAY OF MONTH YEAR 01.311 FIG.I FIG. 2 ABOVE EXAMPLES DAY OF WEEK fNONTtt 7:39 A.M. ON THUASDAY 1FIG. 1) 1 SUNOAY I JANUARY 7 JULY MAY 27, 1969 (Fla. 2) 2 MONDAY 2 FEBRUARY 6 AUGUST 3 TUESDAY 3 MARCH 9 SEPTEMBER 4 WEDNESDAY 4 APRIL A OCT06ER 3 TKUR30AV 6 MAY 6- NOvEMeER 6 FRIDAY 6 JUNE C DECEWean DIRECTIONS T aATURDAY At control code 8-0, key in hours and minutes, than key in 0 for Second@ activity, Enter key E and turn on colt light carres- pondinq to day of the week.(NOTE: Seconds start of O seconds -for obse"ClIon and correction use address 0-4-F), At control code B-) , key in day of month, year and month, then enter key E. CONTROL CODE 9-3 li a i I LOCATION DIAL 0 2 DAY Of 0' WEEK O 4 3 2 O S rp 115 310 i e y 9 Noun MINUTES i (00-23) too-O FIG.3 ABOVE EXAMPLE THE EXAMPLE (FIG.31, SHOWS A TIME OF DAY EVENT AT CONTROL CODE 9-3 WITH OIAL ! TO START AT 3:30 P.N. EACH WEEKDAY FROM MONDAY THROUGH FRIDAY. EVENT TABLE DIRECTIONS To set an event, key in 9 t the table location, key in hour, minute , and event, then enter key E. Set day(e) with toll/active flies. To observe current event use address C-O- 5. ( NOTE: These time of day events are local -net system events.) REMARKS: DAY AND LITE RNERGER MMMMMMMMMM M M M DIAL I=i, 2=2,3--3, FREE: E , OFF-0, NOTE: At C-O- 5, FREE - 14 ) A-1Z- 2-21-1998 7:5dPM FROM COUNTY OF LA/DPW 6264585936 P.4 S •• yE LOS ANGELES COUNTY ROAD DEPARTMENT Y LACp I TYPE .-170 PROGRAM - TRAFFIC 8 LIGHTING DIVISION 'E;PAGES Of COMDMTi N TIMING SHEET INTERSECTION: ,S .. moo, .,,.. _ y TS :No: SYSTEM LIMITS:61 I ti i+asvA E.8` ,a s - . ,:.t- ..•' c.0y-,D, MASTER 2`- 3`.M.C• _-- .' ,-..-.: • - .•:: . - HOURS OF OPERATION FROM MASTER DATE REQUESTED: ' f5*- Y: OFFSET I OFFSET Z 7' -OFFSET 3 DATE COMPLETED: - t -4 BY; 04" DI -nMa JNTERC I-4chack OE lsap—/80o /l=rC" AI D•0.0 sat I t "— 7 wire or ( 1 4 - modem. SYNC._VOTH (observe moeter sync. of (>OD) 03 , At D-O-E sel mac, widlfi S0 see• FREE Z2010- 0,3DDAtD•0f set Rein. width ' Sec. C r observe current dwell of C-0-7) Dial I s sac -pal 2 2E see.'0io1 3 ^ see 0.04 09 Z 0-0-3 SET PHASE(S) USING CALL/ACTIVE LITE INTERVAL DIAL IC + ACROSS + DOWN DIAL DIAL DIAL DIAL 2 DIAL 3 C + + I 2 ,S PHASE(W FIR INTERMIL PHLAC(s) PER INTERVAL PHA5E(e1 PER INTMAL La G 0 I1 2 3 4 5 S 7 8 9 A B C p E F DIRECTION 0al; j } *WIth C•-1 (Manu 0 J G 02, ,10 set at 14 (tree), set a MANUAL times and Intervals shoran before releose to master control. MTROIL /' Enter 0 at C•0.1 to 2 7 7 ` ry iL release from monYal T cant rat. CURDIL p o ZI **Note: Time of da; 3mustbesetbeforecoordination can be OFFNUM G / _ (mpitmented. It the 4 32 3 7 Z G Z (a -- EVENT TABLE Is not used, then enter 0 al TO OIL - — C•0.3. (Sse other sldi 5 0 u3 -- for CLOCK and EVEI FUNCF TABLE.) B HOLD W CALL C BOLO C 7 DWELL , / S1 FED R[sTRICT C FoAct- OFF t CYCLE W/FIELD CALLS I 9 MI / Y 70 70 / / QOb4arvation only. MAXCY a REMARKS, 9 7 6 A MCYCLE o yo — 9 LCYCLE C D OFFSET LLOCAt 12-21-1998 7:53PM FROM COUNTY OF LA/DPW 6264S65936 E: LACO= f DETECTOR!" ASSIGNMENT+ INTERSECTION: T8 Me_ nv- API LANES DESCRIPTION y v o4' At'We Ga' DELAY WENDED CALL 7 If r+ ` QUEUE c REMARKS - YELLOW 01lCONf1fCT' coQE LIT ON i' ARINGB OCiE UTE QM cow SEOOMM com I tEcOa= s PT 5 75.P I I U D i O 030 s CcN,vEcT lvGl G DF4 is pF8 lSFZ75;QEA.2 I I L CYzi iT4eE /S6 9 4.0V,"6F 2I2U D I I D31 DF4 2! DF8 2_ E 2 2I2L D12 D32 DF4 3 DF8 3'_ 2I3U D13 033 DF4 4-,l DF8 4- Fl 233L D 14 Die DF4 5 DFa .l 5= 2I4U 015 035 DF4 6 DF8 s 2I4L 3I5 U 016 038 DF4 7'" OF8 7- 325L 5T YEH 4I6U 017 037 DF4 8 DF8 8 - 4I6L D18 D38 DF5 t DF9 I 4I7U D19 D39 DF5 2 DF9 2 4I7L DIA 133A DF5 3 DF9 3' 4IBU DI B D3B DF5 4 0F9 4 I4I8L 1 I9U DI C 03C DF5 5 j DF9 5 319L DID D30 0175 6 DF9 6 T, 9 z T 4Dj.9N E moo' 5 J I U 020 D4() DISL NN6[r LOG/C DF6 DFA ISrV a 5 31 L q sO Gou a ay pis - 9D!/V11cf 672U 021 D41 2.5 DF6 2 DFA 2 W 2 470k4AAlcF 672L 022 D42 DF6 3 DFA 3 LT 673U D23 P43 DF6 4 DFA 4 6731- D24 D44 DF6 5 DFA 5 fi74U D25 D45 DF6 6 DFA 6 6J4L 7 T5 U D 26 046 DF6 7 DFA 7 7 J5L 8J6U D27 D47 DF6 8 DFA 8 876L D28 D48 DF7 I DFB I 8 77U 029 049 DF7 2 DFB 2._ 877L D2A D4A DF7 3 DFB 3 J8U 028 048 DF7 4 DFB 4 SSBL 539U DZC 04C DF7 5 DF8 5 779L D20 D413 DF7 6 DFB fi T CL4V uli V nn[3.1 0uicx pEfEflEMCE eeeon m LMSEEMENEW REMARKS :-A QE.4%I /2r r ,9AK- 0/4a'al7e4r017.f 5A4a.BCQUEVE LEARINQ O NCE TOR TU/r/PE/lE4 To S.T/ lar,vc .54,5,flz a D/sCo yEcj fJC/l/ O/Lj+ IX/,Q/NG eeeeeee MO 2-21-1998 7:52PM FROM COUNTY OF LA/DPW 626Q585936 p 2 t-_ .. . .!Ur*, r r h?'..fi4r :.a+.s,._ •a.: - - Fy,",a1'y'r+<< i,.,; .-: .i -v\ t .Fi v L CL_ Cc m 1 S G I 0 I.L CL WW 1- a W A1W W IL w a W W 19 E a Fw- F- e W aN as vW a esx W Q a G O 3 W IL z W a W y o z J Cc r = Z z - D L) (, W LL. LL. w Q R m O J V ID o X 0 L) X LL LL cq x x 0 p a qr 0 is r• o ON s o u a W jj, W p LL6 g IL W 1- W 4 mY4tthH# W t vs a} ti s W z d d W fFi W alYI G W W p J yyJ I - Elf IC lL CC tc G O r a W J c a 1. o a6DNIU Wa O as O C O1 is cs p is p 0: d a a s c U CL a T a r'Cc cc r 4. CC CC Qua a a ana HccJWJWJWJWv Fr H aJWCc"ji n c1i c sJa t1. J W CC o p u Q Q u u a O 0 CC U A C7 m W W W W W W W W WWrZ Q m vxm NX cc Iter. VxMooh.u,a N o 0 a'+ O o ,Z, o o o 0 0 a N , o axx N 0 4 ;Z, O o p o W m h; D M Xxxp W- s a o ; ; gN o ,. zo o Qo , o p NN d w u C O , z sc o a r res ti m a m u C3 W LL c1' o a —. O ' c ; x a z a z > azc cc e C W Z H 4 O. }- — N to WW Q O W a m m X-X ~ 1 Q S ~ a UCrEaO [ aOWzWuWQTioZ W ZXx Q?iLLti4Qa WL.L IqLiw OG= f W a a / E N G I N E E R S TRAFFIC Il"ACT ANALYSIS METHODOLOGY Impact Criteria and Thresholds The relative traffic 4' npacts of the added traffic generated by the three office building developments for the AM and PM peak hours have been evaluated based upon an analysis of the future operating conditions at the four key study intersections, without, then with, the proposed projects. The previously discussed capacity analysis procedures were utilized to investigate the future volume -to - capacity relationships and service level characteristics at each study intersection. The significance of the potential impacts of the project at each key intersection was then evaluated using the City's LOS standards. The City of Diamond Bar considers LOS D to be the minimum acceptable condition that should be maintained during the peak commute hours. Traffic Impact Analysis Scenarios The following scenarios are those for which LOS calculations have been performed: 1) 1998: Existing Traffic Conditions 2) 2001: Future Background (Existing plus Ambient Growth plus Lots 2 & 23 Projects) 3) 2001: Future Background with the office building developments in Lots 12, 15, and 22 (100% occupancy) 4) Scenario (3) with Mitigation, if necessary PEAK HOUR INTERSECTION CAPACITY ANALYSIS Table 6 summarizes the peak hour Level of Service results at the four study intersections for the near - term horizon year. The first column (1) of values in Table 6 presents a summary of existing AM/PM peak hour traffic conditions (which were also presented in Table 3). The second column (2) lists future Year 2001 background traffic conditions (ambient growth and related projects), without any traffic generated from the proposed projects. The background traffic conditions have been analyzed based on existing intersection geometry, with the exception of the Gateway Center Drive @ Valley Vista Drive intersection. The analysis at this location assumes that the recommended intersection improvements will be implemented concurrently with the Trammel Crow Company office building development. The third column (3) presents future forecast traffic conditions with the addition of traffic generated by the three office building development projects now proposed by Opus. The fourth column (4) indicates the forecast operating conditions with recommended intersection improvements (mitigation), if rewired, to achieve an acceptable level of service, or off -set the impact of future traffic (background and/or project). 32 M M a E N G I N E E R S 1998 Existing Conditions As previously presented in Table 3, review of this table indicates that all four study intersections operate at an acceptable service level during the AM and PM peak hours. The intersection of Copley Drive @ Golden Springs Drive currently operates at LOS C during the PM peak commute hour. The remaining three intersections currently operate at LOS B or better during the morning and evening peak hours. 2001 Future Background Traffic_ Conditions An analysis of future (2001) background traffic conditions indicate that ambient traffic growth and related projects traffic will not adversely impact any of the four study intersections. As shown in Column 2 of Table 6, all four study intersections are expected to continue to operate at LOS C or better during the weekday AM and PM peak commute hours. Lots 12, 15, and 22 Project Traffic Review of Column 3 of Table 6 shows that traffic associated with the three proposed office building developments will have a significant impact at the Copley Drive @ Golden Springs Drive intersection. As shown, the level of service of this key intersection degrades during the PM peak hour from acceptable LOS C in background conditions to LOS F with project traffic. However, implementation of recommended improvements will mitigate the impact of the proposed office building projects. The three proposed office building developments will not adversely impact the service level at any of the remaining three study intersections. PROJECT -SPECIFIC IMPROVEMENTS For the intersection where future traffic volumes are expected to result in poor operating conditions, this report recommends improvements, which change the intersection geometry to increase capacity. The identified improvements are expected to: 1) mitigate the impact of future background and/or project traffic, and/or 2) improve Levels of Service to an acceptable range. As shown in Table 6, in Year 2001, the intersection of Copley Drive @ Golden Springs Drive is projected to operate at unacceptable LOS F during the PM peak how (with the addition of traffic due to the proposed office building developments in lots 12, 15, and 22). The service level of this key intersection can be improved to an acceptable level by implementing the following improvements: Copley Drive at Golden Spring Drive Improvements Re -stripe the northbound approach on Copley Drive to provide one left -turn lane and dual right - turn lanes. Modify the existing traffic signal accordingly. As presented in Tables 6, this mitigation measure will mitigate the significant impact of the three office building projects now proposed by Opus. 34 E N G I N E E R S SITE ACCESSANTERNAL CIRCULATION EVALUATION Lot 12 — 39,000 SF Flex Building Our review of the Lot 12 site plan indicates that access to the proposed Flex Building is adequate. The project driveway, located on Valley Vista Drive, just north of Bridge Gate Drive, is proposed as a full access, unsignalized driveway. The project driveway will provide one ingress lane, as well as one egress lane. Based on the anticipated project traffic volumes, this driveway will be able to accommodate ingress and egress traffic without undue congestion. No modifications to the existing striping on Valley Vista Drive are required to accommodate the project driveway. Further, the on -site circulation layout of the proposed project is adequate. Curb return radii have been confirmed and are adequate for small service/delivery (Fedex, UPS) trucks, as well as trash trucks. Vehicle turning templates (ASSHTO Pm and SU-30) have been used to ensure that passenger cars and small trucks can properly access and circulate through the site. Sight Distance Evaluation Per the State of California's Highway Design Manual, the minimum stopping sight distance is defined as the distance required for the driver of a vehicle, traveling at a given speed, to bring his vehicle to a stop after an object on the road becomes visible. Stopping sight distance is measured from the driver's eyes, assumed to be 3.5 feet above the pavement surface, to an object 0.5 feet high on the road. Based on the criteria set forth in the State of California's Highway Design Manual and the prima facie speed limit of 25 mph, a minimum stopping sight distance of 150 feet is required at the project driveway. Upon applying the required stopping sight distance to the project driveway, it was found that the project driveway has an acceptable stopping sight distance. Exhibit 22 presents the sight distance evaluation at the project driveway. However, due to the horizontal curvature along Valley Vista Drive/Bridge Gate Drive at the project driveway, we recommend that any landscaping (including the monument sign) to the north and south of the driveway be designed such that the driver's sight distance is not obstructed. Lot 15 (42,700 SF Flex Building) and Lot 22 (56,600 SF Office Building) Access to the proposed office buildings in lots 15 and 22 are adequate. Both project driveways will provide one ingress lane, as well as one egress lane. Based on the anticipated project traffic volumes, the driveways will be able to accommodate ingress and egress traffic without undue congestion. No modifications to the existing striping on Bridge Gate Drive and Copley Drive, respectively, are required to accommodate the project driveways. 35 E N G I N E E R S The on -site circulation layout of these two proposed projects is adequate. Application of vehicle turning templates for passenger cars and small trucks (ASSHTO PM and SU-30) have been utilized to confirm accessibility and maneuverability through the site. CONCLUSIONS The operating conditions at four key study intersections within the project vicinity were evaluated using the Highway Capacity Manual (HCM) methodology. The analysis investigated the relative traffic impacts of the three Opus office building projects for a near -term (Year 2001) horizon year. The study intersections included: 1) Gateway Center Drive @ Golden Springs Drive, 2) Copley Drive @ Golden Springs Drive, 3) Gateway Center Drive @ South Valley Vista Drive, and 4) Copley Drive @ Bridge Gate Drive. Development of Lots 12, 15, and 22, combined with the proposed office projects on Lots 2. and 23, will result in the buildout of the Diamond Bar Gateway Corporate Center. The proposed project on Lot 12 consists of a two-story Flex Building, with a total building area of 39,000± square -feet (SF). The development on Lot 15 consists of a two-story Flex Building, with a total building area of 42,000± SF. The proposed Lot 22 project consists of a two-story 56,600± Office Building. At completion and full occupancy, the office building developments in Lots 12, 15, and 22 are forecast to generate 2,190 weekday daily trips, with 302 trips anticipated during the AM peak commute hour and 394 trips during the PM peak commute hour. The traffic generated by the three proposed projects is forecast to adversely impact the intersection of Copley Drive @ Golden Springs Drive. Therefore, to mitigate the impact of the Opus projects at this location, it is our recommendation that the northbound approach be re - striped to include a single left -turn lane and dual right -turn lanes. 12000M 141rpt120 E4-rpLdoc 37 E N G I N E E R S W U E N G I N E E R S EXISTING 1998 TRAFFIC COUNT DATA E N G I N E E R S EXISTING 1998 TRAFFIC COUNT DATA AND TRAFFIC SIGNAL TIMING SHEETS ACCUTEK» 21114 TRIGGER LANE.>> DIAMOND BAR, CA. 91765>> 909)595-6199 FAX (909)595-6022>> Movement 1 GATEWAY CENTER DRIVE GOLDEN SPRINGS DRIVE GATEWAY CENTER DRIVE Southbound Westbound Northbound GOLDEN SPRINGS DRIVE Eastbound Site Code : 0025110 Start Date: 12/15/9 File I.D. : 251102 Page : 1 Start Time Rght Thru Left_TotiOther Raht Thru Left TotiOther Rght Thru Left TotlOther Raht Thru Left TotlOther Total- Other= 7:00am 0 0 0 0 0 0 239 12 251 0 1 0 7 8 0 15 88 0 103 0 362 0 36 7:15 0 0 0 0 0 0 279 13 292 0 5 0 6 11 0 31 91 0 122 0 425 0 42 7:30 0 0 0 0 0 0 190 25 215 0 3 0 6 9 0 42 111 0 153 0 377 0 37 7:45 0 0 0 0 0 0 270 48 318 0 3 0 2 5 0 74 106 0 180 0 503 0 5C Hour Total 0 0 0 0 0 0 978 98 1076 0 12 0 21 33 0 162 396 0 558 0 1667 0 166 8:00am 0 0 0 0 0 0 193 42 235 0 5 0 7 12 0 70 113 0 183 0 430 0 43 8:15 0 0 0 0 0 0 196 30 226 0 4 0 14 18 0 50 68 0 118 0 362 0 3f 8:30 0 0 0 0 0 0 132 25 157 0 8 0 9 17 0 43 90 0 133 0 307 0 3C 8:45 0 0 0 0 0 0 151 21 172 0 2 0 12 14 0 21 70 0 91 0 277 0 27 Hour Total 0 0 0 0 0 0 672 118 790 0 19 0 42 61 0 184 341 0 525 0 1376 0 137 Break ***--------------------------------------------------------- 4:00pm 0 0 0 0 0 0 108 9 117 0 11 0 26 37 0 13 363 0 376 0 530 0 5'- 4:15 0 0 0 0 0 0 ill 9 120 0 10 0 27 37 0 16 368 0 384 0 541 0 56 4:30 0 0 0 0 0 0 98 5 103 0 32 0 41 73 0 15 332 0 347 0 523 0 52 4.45 0 0 0 0 0 0 118 5 123 0 16 0 39 55 0 18 377 0 395 0 573 0 5"1 Hour Total 0 0 0 0 0 0 435 28 463 0 69 0 133 202 0 62 1440 0 1502 0 2167 0 21E 5:00pm 0 0 0 0 0 0 115 9 124 0 42 0 86 128 0 16 400 0 416 0 668 0 5.15 0 0 0 0 0 0 140 14 154 0 18 0 44 62 0 15 363 0 378 0 594 0 5< 5:30 0 0 0 0 0 0 184 27 211 0 16 0 52 68 0 29 354 0 383 0 662 0 5:45 0 0 0 0 0 0 150 25 175 0 11 0 31 42 0 25 311 0 336 0 553 0 5' Hour Total 0 0 0 0 0 0 589 75 664 0 87 0 213 300 0 85 1428 0 1513 0 2477 0 24. Grand 0 0 0 0 0 0 2674 319 2993 0 187 0 409 596 0 493 3605 0 4098 0 7687 0 7& of Total 0.0 0.0 0.0% 0.0 34.8 4.1% 2.4 0.0 5.3% 6.4 46.9 0.0% 0.0X100 Apprch % 38.9% 7.8% 53.3% X of Apprc 0.0 0.0 0.0% 0.0 89.3 10.7% 31.4 0.0 68.6% 12.0 88.0 0.0% Peak Hour Analysis By Entire Intersection for the Period Start Peak Hr Direction Street Name Peak Hour Factor Southbound GATEWAY CENTER DRIVE 07:15am .0 Westbound GOLDEN SPRINGS DRIVE 833 Northbound GATEWAY CENTER DRIVE 771 Eastbound GOLDEN SPRINGS DRIVE 872 07:00am to 08:45am on 12/15/98 Volumes ......... Rght Thru Left Total 0 0 0 0 0 932 128 1060 16 0 21 37 217 421 0 638 Peak Hour Analysis By Entire Intersection for the Period: 04:00pm to 05:45pm on 12/15/98 Start Peak Hr Volumes ......... Direction Street Name Peak Hour Factor Rght Thru Left Total Southbound GATEWAY CENTER DRIVE 04:45pm .0 0 0 0 0 Westbound GOLDEN SPRINGS DRIVE 725 0 557 55 612 Northbound GATEWAY CENTER DRIVE 611 92 0 221 313 Eastbound GOLDEN SPRINGS DRIVE 945 78 1494 0 1572 Percentages ....... Rght Thru Left 0.0 0.0 0.0 0 87.9 12.0 43.2 .0 56.7 34.0 65.9 .0 Percentages ....... Rght Thru Left 0.0 0.0 0.0 0 91.0 8.9 29.3 .0 70.6 4.9 95.0 .0 P-1 ACCUTEK» 21114 TRIGGER LANE,» DIAMOND BAR, CA. 91765>> 909)595-6199 FAX (909)595-6022>> Movement 1 COPLEY DRIVE GOLDEN SPRINGS DRIVE COPLEY DRIVE GOLDEN SPRINGS DRIVESouthboundWestboundNorthboundEastbound Site Code : 00249301"- Start Date; 11/04/98 File I.D. 249301 Page 1 Start Time R ht Thru Left Tot(Other Rght Thru Left Tot(Other R ht Thru Left Tot(Other Rght Thru Left Tot(Other Totat- other= 7:00am 0 0 0 0 0 0 286 96 382 0 7 0 1 8 0 34 46 0 80 0 470 0 4707:15 0 0 0 0 0 0 313 94 407 0 6 0 3 9 0 31 66 0 97 0 513 0 5137:30 0 0 0 0 0 0 278 82 360 0 3 0 4 7 0 34 81 0 115 0 482 0 4827:45 0 0 0 0 0 0 301 91 392 0 11 0 4 15 0 22 106 0 128 0 535 0 535HourTotat00000011783631541027012390121299D4200200002000 8.00am 0 0 0 0 0 0 243 80 323 0 6 0 3 9 0 24 86 0 110 0 442 0 4428:15 0 0 0 0 0 0 237 81 318 0 13 0 5 18 0 15 66 0 81 0 417 Q 4178:30 0 0 0 0 0 0 176 77 253 0 20 0 7 27 0 19 69 0 88 0 368 0 3688.45 0 0 0 0 0 0 201 45 246 0 19 0 6 25 0 14 74 0 88 0 359 0 359HourTotal00000085728311400580217907229503670158601586 Break *** 4:00pm 0 0 0 0 0 0 98 19 117 0 44 0 6 50 0 8 326 0 334 0 501 0 5014:15 0 0 0 0 0 0 104 22 126 0 33 0 7 40 0 7 349 0 356 0 522 0 5224:30 0 0 0 0 0 0 101 20 121 0 61 0 17 78 0 8 376 0 384 0 583 0 5834:45 0 0 0 0 0 0 115 17 132 0 54 0 7 61 0 6 521 0 527 0 720 0 720HourTotal0000004187849601920372290291572016010232602326 5:00pm 0 0 0 0 0 0 113 18 131 0 102 0 13 115 0 5 555 0 560 0 806 0 8065:15 0 0 0 0 0 0 124 30 154 0 86 0 25 111 0 6 493 0 499 0 764 0 7645:30 0 0 0 0 0 0 132 21 153 0 168 0 40 208 0 5 547 0 552 0 913 0 9135:45 0 0 0 0 0 0 128 20 148 0 69 0 29 98 0 3 374 0 377 0 623 0 623HourTotal0000004978958604250107 $32 0 19 1969 0 1988 0 3106 0 3106 Grand 0 0 0 0 0 0 2950 813 3763 0 702 0 177 879 0 241 4135 0 4376 0 9018 0 9018ofTotaL0.0 0.0 0.0% 0.0 32.7 9.0% 7.8 0.0 2.0% 2.7 45.9 0-0% Q.0Y.100.0: Apprch % 41.77 9.7% 48.5% X of Apprc 0.0 0.0 0.0% 0.0 78.4 21.6% 79.9 0.0 20.1% 5.5 94.5 0.0% Peak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 11/04/98 Start Peak Hr Volumes ......... Percentages ...... Direction Street Name Peak Hour Factor Rght Thru Left Total Rght Thru Left Southbound COPLEY DRIVE 07:00am .0 0 0 0 0 Westbound GOLDEN SPRINGS DRIVE 947 0 1178 363 1541 0.0 0 0.0 76.4 0.0 23.5 Northbound COPLEY DRIVE 650 27 0 12 39 69.2 0 30.7 Eastbound GOLDEN SPRINGS DRIVE 820 121 299 0 420 28-8 71.1 0 Peak Hour Analysis By Entire Intersection for the Period: 04:00pm to 05:45pm on 11/04/98 Start Peak Hr ......... Volumes .. Percentages ....... Direction Street Name Peak Hour Factor Rght Thru Left Total Rght Thru Left Southbound COPLEY DRIVE 04:45pm .0 0 0 0 0 0.0 0.0 0.0 Westbound GOLDEN SPRINGS DRIVE .925 0 484 86 570 .0 84.9 15.0 Northbound COPLEY DRIVE .595 410 0 85 495 82.8 .0 17.1 Eastbound GOLDEN SPRINGS DRIVE .954 22 2116 0 2138 1.0 98.9 .0 A- Z FROM Accutek 909 595 6022 PHONE NO. : 19095956022 Dec. 21 1998 12:06PM P2 c<ACCUTEK» 21114 TRIGGER LANE.- 01AWAD BAR, CA. 91765>r 909)595-6199 FAX (909)595-6022}- Movement 1 COPLEY DRIVE BRIDGEGATE DRIVE COPLEY DRIVE Sorthbound Westbound Northbound BRIDGEGATE DRIVE Eastbound site Code : 00251101 Start Date: 1Z/15/98 File I.D. ; 251101 Page 1 tare T ime R 7:00am 105 1:30 7:45 ur Total ht 2 3 3 19 27 Thru 5 18 17 17, 57 Left d 0 0 0 0 TotlOther 7 0 21 a 20 0 36 0 84 0 R ht 0 0 0 0 D Thru 0 0 0 0 0 Left 0 0 0 0 0 Tort0rher 0 0 0 0 0 0 0 0 0 0 Rght 0 0 0 0 0 Thru 6 10 13 21 50 Left 6 8 14 Q 51 Totlother 12 0 is 0 27 0 44 0 101 0 R ht 0 0 0 2 2 Thru a 0 0 0 0 Left 0 0 2 2 4 Tortother 0 0 0 0 2 0 4 0 6 0 Total- 19 39 49 84 191 Others 0 0 0 0 0 19 39 49 84 191 8:00am 8:15 3;30 3:45 Hour TotaL 14 8 4 3 29 18 14 14 11 57 0 0 0 0 0 32 22 18 14 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 9 13 15 56 14 13 10 5 42 33 22 23 20 98 0 0 0 p 0 2 2 2 4 10 0 0 0 0 0 2 2 1 3 8 4 4 3 7 18 0 a 0 9 0 69 48 44 41 202 0 0 0 0 0 69 48 44 41 202 Break ***'-------------------------------- ----------------- - 4:00pm 1 13 0 14 0 0 0 0 0 0 0 14 1 15 0 9 0 8 17 0 46 0 15 1 16 0 17 0 0 0 0 a 0 0 13 4 17 0 5 0 4 9 0 43 0 46 43 30 0 21 0 21 0 0 0 0 0 0 0 17 1 18 0 13 0 3 16 0 55 0 55 4:45 0 13 0 13 0 0 0 0 0 0 p 14 4 18 0 8 0 2 ip 0 41 0 41 wr Total 2 63 0 65 0 0 0 0 0 0 0 56 10 68 0 35 0 17 52 0 185 0 189 5:00pm 1 26 0 27 0 0 0 0 0 0 0 22 2 24 0 28 0 20 48 0 99 0 99 5:15 1 18 0 19 0 0 0 0 0 0 0 14 1 15 0 9 0 12 21 0 55 0 55 i :30 2 20 0 22 0 0 0 0 0 0 0 28 a 30 0 8 0 7 15 0 67 0 67 45 2 10 0 12 0 0 0 0 0- 0 19 1' 20' 0 3 0 4 7 a 39 0 39 Hour Totat 6 74 0 80 0 0 0 0 0• 0 0 83 6, 89 0 48 0 43 91 0 260 0 260 Ind 64 251 0 315 0 0 0 0 0 0 0 247 109 356 0 95 0 72 167 0 838 0 638 x of Total 7,6 30.0 0.0% 0.0 0.0 0,0% 0.0 29.5 13.0% 11.3 0.0 8.6% O,Oz100.0X aaprch % 37.6% 42.5% 19.9% of Apprc 20.3 79.7 0-0% 0.0 0.0 0-_0% 0.0 69.4 30.6% 56.9 0,0 43,1% Peak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am an 12/15/98 Start - .Peak Hr' Voiumes ......... Percentages ....... 0ireczion Street Name Peak Hour Factor. Rght Thru Left Tetat Rght Thru Left SOuthbound COPLEY DRIVE. 07:30am .764 41 66 0 110 40.0 60.0 0 Iestbound BRIDGEGATE ORIV£ 0 0 0 0 0 0.0 0.0 0.0 Northbound COPLEY DR)v£ 716 0 62 64 126 0 49.2 50.7 Eastbound BRTDGEGATE DRIVE 875 6 0 8 14 42.8 0 57.1 Peak Hour Analysis By Entire Intersection for the Period: 04:00pn to 05.45pm on 12/15/98 Start Peak Nr Volumes ......... Percentages ....... Direction Street Name Peak Hour Factor R9ht Thru Left Total Rcjht Thru Left Seuthbound COPLEY DRIVE 04:45pa .750 4 77 0 81 4.9 95.0 0 westbound BRIDGEGATE DRIVE 0 0 0 0 0 0.0 0.0 0.0 Northbound COPLEY OR.IVE 725 0 78 9 87 0 89.6 10.3 Eastbound BRIDGEGATE DRIVE 490 53 0 41 94 56.3 0 43.6 A_3 7 7 ACCUTEK>> 21114 TRIGGER LANE.>> DI AMOND BAR, CA. 91765>> 909) 595-6199 FAX (909)S95-6022>> Movement 1 GATEWAY CENTER DRIVE S. VALLEY VISTA DRIVE GATEWAY CENTER DRIVE Sorthbound Westbound N hbound S. VALLEY VISTA DRIVE Site Code : 02480'- Start Date: 10/a File I.D. 248000 Page ; 1 art Eastbound Start Time R_ht Thru Left TottOther R fit Thru Left Tot(Other R ht Thru Left TottOther R ht Thru Left Tot(Otrer Totai- other= 7: 00am 20 18 0 38 0 0 0 0 0 0 0 2 6 8 0 0 0 1 1 0 47 0 7: 15 18 18 0 36 0 0 0 0 0 0 0 3 8 11 0 0 0 2 2 0 49 0 7: 30 37 17 0 54 0 0 0 0 0 0 0 0 15 15 0 4 0 3 7 0 76 0 7. 45 84 27 D ill 0 0 0 0 0 0 0 3 10 13 0 1 0 1 2 0 126 0 r Hour Totat 159 80 0 239 0 0 0 0 0 0 0 8 39 47 0 5 0 7 12 0 298 0 2 8: 00am 82 27 0 109 0 0 0 0 0 0 0 2 17 19 0 0 0 7 7 0 135 0 8: 15 78 19 0 97 0 0 0 0 0 0 0 4 16 20 0 2 0 6 8 0 125 0 1 j8: 30 41 16 0 57 0 0 0 0 0 0 0 7 12 19 0 2 0 7 9 0 85 0 8: 45 25 11 0 36 0 0 0 0 0 0 0 7 8 15 0 1 0 5 6 0 57 0 Hour Total 226 73 0 299 0 0 0 0 0 0 0 20 53 73 0 5 0 25 30 0 402 0 4 t Break *r* 4: 00pm 5 6 0 11 0 0 0 0 0 0 0 10 2 12 0 7 0 16 23 0 46 0 4: 15 11 4 0 15 0 0 0 0 0 0 0 12 3 15 0 6 0 19 25 0 55 0 4: 30 9 4 0 13 0 0 0 0 0 0 0 5 8 13 0 23 0 41 64 0 90 0 4: 45 14 7 0 21 0 0 0 0 0 0 0 15 3 18 0 13 0 38 51 0 90 0 Hour Total 39 21 0 60 0 0 0 0 0 0 0 42 16 58 0 49 0 114 163 0 281 0 5: 00pm 13 4 0 17 0 0 0 0 0 0 0 28 4 32 0 29 0 90 119 0 168 0 s 5: 15 33 3 0 36 0 0 0 0 0 0 0 29 6 35 0 17 0 50 67 0 138 0 1 5: 30 45 2 0 47 0 0 0 0 0 0 0 27 13 40 0 16 0 46 62 0 149 0 5: 45 62 1 0 63 0 0 0 0 0 0 0 13 13 26 0 13 0 30 43 0 132 0 lHour Total 153 10 0 163 0 0 0 0 0 0 0 97 36 133 0 75 0 216 291 0 587 0 j Grand 577 184 0 761 0 0 0 0 0 0 0 167 144 311 0 134 0 362 496 0 1568 0 X of Total 36.8 11.7 0.0% 0.0 0.0 0.0% 0.0 10.7 9.2% 8.5 0.0 23.1% 0.0%10( Apprch % 48.5% 19.8% 31.6% of Apprc 75.8 24.2 0.0% 0.0 0.0 0.0% 0.0 53.7 46.3% 27.0 0.0 73.0% Peak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 10/06/98 JJJStart Peak Hr ......... Volumes ....... Percentages ....... Direction Street Name Peak Hour Factor Rght Thru Left Tota( Rght Thru Left Southhound GATEWAY CENTER DRIVE 07:45am .842 285 89 0 374 76.2 23.7 .0 Westbound S. VALLEY VISTA DRIVE .0 0 0 0 0 0.0 0.0 0.0 Northbound GATEWAY CENTER DRIVE .888 0 16 55 71 .0 22.5 77.4 Eastbound S. VALLEY VISTA DRIVE .722 5 0 21 26 19.2 .0 80.7 Peak Hour Analysis 6y Entire Intersection for the Period: 04.00pm to 05:45pm on 10/06/98 Start Peak Hr ......... Volumes ......... ....... Percentages ....... Direction Street Name Peak Hour Factor Rght Thru Left Total Rght Thru Left Southbound GATEWAY CENTER DRIVE 05:00pm .647 153 10 0 163 93.8 6.1 .0 Westbound S. VALLEY VISTA DRIVE .0 0 0 0 0 0.0 0.0 0.0 1 Northbound GATEWAY CENTER DRIVE .831 0 97 36 133 .0 72.9 27.0 r J Eastbound S. VALLEY VISTA DRIVE .611 75 0 216 291 25.7 .0 74.2 A - 4- Acctjyuu 21114 Trigger Lane, Diamond Bar, CA. 91765 ,Tel: (909) 595-6199 Fax: (909) 595_6022ACCUTEK24HOURCOUNTSCLIENT: LLG-COSTA MESA COUNT DATE: 10-8-98, THURSDAY PROJ N0: 2480-2NS LOCATION: GATEWAY CENTER DR NIO VALLEY VISTA DR SUMMARY 24 HOUR AM PEAK HOUR PM PEAK HOUR DIRECTION VOLUME BEGIN VOLUME BEGIN VOLUME NORTH 80 1938 11:00 135 4.45 311 SOUTH BD 1913 7:45 359 12:45 213 TOTALS 3851 7:45 400 5:00 447 AM PM NORTH BD SOUTH BD TOTAL NORTH BD SOUTH BD TOTAL TIME 15' HOUR 15, HOUR 15, HOUR TIME 15' HOUR 15, HOUR 15' HOUR 12:00 1 5 1 1 2 6 12:00 63 197 26 145 89 342 12:15 2 5 0 0 2 5 12:15 60 180 30 180 90 360 12:30 1 4 0 0 1 4 12:30 40 144 33 204 73 348 12:45 1 3 0 0 1 3 12:45 34 137 56 213 90 350 1:00 1 2 0 0 1 2 1-00 46 126 61 181 107 307 1:15 1 1 0 0 1 1 1:15 24 119 54 154 78 273 1:30 0 0 0 0 0 0 1:30 33 124 42 119 75 243 1:45 0 0 0 0 0 0 1:45 23 119 24 93 47 212 2:00 0 0 0 0 0 0 2:00 39 120 34 98 73 218 2:15 0 0 0 0 0 0 2:15 29 104 19 82 48 186 2.30 0 0 0 0 0 0 2:30 28 105 16 76 44 181 2:45 0 0 0 0 0 0 2:45 24 121 29 80 53 201 3:00 0 0 0 0 0 0 3:00 23 133 18 65 41 198 3:15 0 1 0 0 0 1 3:15 30 151 13 60 43 211 3:30 0 1 0 2 0 3 3:30 44 147 20 61 64 208 3:45 0 2 0 3 0 5 3:45 36 155 14 58 50 213 4:00 1 2 0 5 1 7 4:00 41 170 13 67 54 237 4:15 0 1 2 9 2 10 4:15 26 258 14 77 40 335 4:30 1 2 1 15 2 17 4:30 52 297 17 91 69 388 4:45 0 3 2 19 2 22 4:45 51 311 23 118 74 429 5100 0 6 4 24 4 30 5:00 129 297 23 150 152 447 5:15 1 8 8 28 9 36 5:15 65 222 28 172 93 394 5:30 2 10 5 34 7 44 5:30 66 192 44 167 110 359 5:45 3 9 7 44 10 53 5:45 37 148 55 142 92 290 6:00 2 8 8 62 10 70 60 54 141 45 113 99 254 6:15 3 9 14 82 17 91 6:15 35 101 23 100 58 201 6:30 1 11 15 106 16 117 6:30 22 88 19 106 41 194 6:45 2 14 25 150 27 164 6:45 30 80 26 104 56 184 7:00 3 17 28 226 31 243 7:00 14 62 32 87 46 149 7:15 5 25 38 312 43 337 7:15 22 63 29 62 51 125 7:30 4 27 59 356 63 383 7:30 14 46 17 36 31 82 7:45 5 41 101 359 106 400 7:45 12 48 9 24 21 72 8:00 11 48 114 327 125 375 8:00 15 55 7 19 22 74 8:15 7 47 82 256 89 303 8:15 5 75 3 15 8 90 8:30 18 53 62 197 80 250 8:30 16 136 5 15 21 151 8:45 12 47 69 162 81 209 8:45 19 177 4 12 23 189 9:00 10 52 43 113 53 165 9:00 35 202 3 8 38 210 9:15 13 62 23 91 36 153 9:15 66 207 3 8 69 215 9:30 12 71 27 88 39 159 9:30 57 155 2 6 59 161 9:45 17 76 20 87 37 163 9:45 44 108 0 7 44 115 10:00 20 77 21 92 41 169 10:00 40 68 3 8 43 76 10.15 22 82 20 90 42 172 10:15 14 36 1 6 15 42 10:30 17 88 26 95 43 183 10:30 10 27 3 6 13 33 10:45 18 109 25 102 43 211 10:45 4 18 1 3 5 21 11:00 25 135 19 119 44 254 11:00 8 15 1 3 9 18 11:15 28 110 25 100 53 210 11:15 5 7 1 2 6 9 11:30 38 82 33 75 71 157 11:30 1 2 0 1 1 3 11:45 44 44 42 42 86 86 11:45 1 1 1 1 2 2 A-s ACCUTEK 21114 TRIGGER LANE Site Code : 004000251 DIAMOND BAR, CA 91765 Start Date: 12/15/98 Phone (909)595-6199, Fax (909)595-6022 File I.D. : 25111NS Street name :BT11N VALLEY VISTA DR. & BRIDGEGATE DR. Direction 1 page : 1 Begin SB NS Combined Tuesday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 12/15 0 1 1 1 1 2 12:15 0 2 j 0 3 j 0 5 12:30 2 2 2 0 4 2 12:45 0 2 4 9 j 0 3 4 S j 0 5 8 17 01:00 0 2 0 6 0 8 01:15 1 2 1 1 2 3 01:30 0 3 0 8 0 11 01:45 0 1 7 14 0 1 0 15 0 2 7 29 02:00 0 1 0 3 0 4 02:15 0 1 0 2 I 0 3 02:30 1 2 3 0 4 2 02:45 0 1 2 6 j 0 3 3 8 0 4 5 14 03:00 0 2 0 1 0 3 03:15 0 0 j 0 2 0 2 03:30 0 4 j 0 0 0 4 03.45 0 6 12 0 0 3 0 * 6 15 04:00 0 3 0 0 0 3 04:15 1 4 2 1 3 5 04:30 0 6 0 2 0 8 04:45 0 1 3 16 1 3 5 8 j 1 4 8 24 05:00 0 12 1 4 1 16 05:15 0 4 0 0 Q 4 05.30 0 2 1 0 1 2 05:45 1 1 2 20 1 3 1 5 2 4 3 25 06:00 0 0 I 0 2 j 0 2 06:15 0 0 1 1 1 1 06:30 1 0 0 1 1 1 06:45 0 1 1 1 1 2 0 4 1 3 1 5 07:00 0 1 1 1 1 2 07:15 0 1 1 1 1 2 07:30 2 1 5 0 7 1 07:45 1 3 0 3 j 6 13 0 z j 7 16 0 5 08:00 3 1 6 1 9 2 08:15 1 3 9 3 j 10 6 08:30 0 0 I 9 1 9 1 08:45 6 10 0 4 4 28 0 5 j 10 38 0 9 09:00 0 0 j 0 0 j 0 0 09-15 0 1 I 1 0 1 1 09:30 2 0 j 3 0 5 0 09:45 1 3 0 1 2 6 0 3 9 0 1 10:00 1 0 3 1 4 1 10.15 2 0 1 0 3 0 10:30 1 0 j 5 0 6 0 10:45 3 7 0 j 2 11 0 1 j 5 18 0 1 11:00 2 0 3 0 5 0 11:15 2 1 4 1 6 2 11:30 2 0 3 1 5 1 11:45 4 10 0 1 2 12 0 2 6 22 0 3 Totals 40 87 85 61 125 148 Day Totals 127 146 273 split % 32.0% 58.7% 68.0% 41.2% Peak Hour 08:00 04:15 07:45 00.45 08:00 04:15 Volume 10 25 30 19 38 37 P.H.F. .41 .52 .83 .59 .95 .57 A-6 Acculty 21114 Trigger Lane Diamond Bar CA. 91765 tel: 909 595-6199 Fax: 909 59595.602.2 ACCUTEK: 24 HOUR COUNTS CLIENT: LLG-COSTA MESA COUNT DATE: 10-8-98, THURSDAY PROJ NO, 2480-3NS LOCATION: GATEWAY CENTER DR $10 VALLEY VISTA DR SUMMARY 24 HOUR AM PEAK HOUR PM PEAK HOUR DIRECTION VOLUME BEGIN VOLUME BEGIN VOLUME NORTH BD 826 7:45 79 4:45 125 SOUTH BD 659 7:15 96 4:30 100 TOTALS 1485 7:45 165 4:45 218 AM PM NORTH BD SOUTH BD TOTAL NORTH BD SOUTH BD TOTAL TIME 15' HOUR 15' HOUR 15' HOUR TIME 15' HOUR i5' HOUR 15, HOUR 12:00 0 4 1 3 1 7 12:00 26.. 90 21 52 47 12:15 3 6 0 2 3 8 12.15 27 86 9 40 36 12:30 1 3 0 2 1 5 12:30 13 70 10 34 23 12:45 0 2 2 4 2 6 12:45 24 68 12 28 36 1:00 2 2 0 2 2 4 1:00 22 58 9 19 31 i15 0 0 0 2 0 2 1:15 11 46 3 28 14 1:30 0 0 2 4 2 4 1:30 11 45 4 39 15 1:45 0 1 0 2 0 3 1:45 14 51 3 44 17 2:00 0 1 0 2 0 3 2:00 10 46 18 50 28 2:15 0 1 2 2 2 3 2:15 10 45 14 43 24 2:30 1 1 0 0 1 1 2:30 17 41 9 35 26 2:45 0 0 0 0 0 0 2:45 9 37 9 35 18 3:00 0 0 0 0 0 0 3:00 9 37 11 34 20 3:15 0 1 0 0 0 1 3:15 6 49 6 36 12 3:30 0 1 0 0 0 1 3:30 13 50 9 42 22 3:45 0 3 0 0 0 3 3:45 9 50 8 58 17 4:00 1 3 0 1 1 4 4:00 21 62 13 71 34 4:15 0 4 0 3 0 7 4:15 7 89 12 89 19 4:30 2 5 0 4 2 9 4:30 13 108 25 100 38 4:45 0 4 1 6 1,. 10 4:45 21 125 21 93 42 5:00 2 6 2 7 4 13 5:00 48 120 31 88 79 5:15 1 6 1 6 2 12 5:15 26 90 23 67 49 5:30 1 8 2 8 3 16 5:30 30 78 18 48 48 5:45 2 9 2 18 4 27 5:45 16 64 16 35 32 6:00 2 14 1 25 3 39 6:00 18 57 10 23 28 6:15 3 17 3 39 6 56 6:15 14 44 4 17 18 6:30 2 19 12 57 14 76 6:30 16 34 5 14 21 6:45 7 24 9 62 16 86 6:45 9 27 4 9 13 7:00 5 35 15 85 20 120 7:00 5 23 4 7 9 7:15 5 47 21 96 26 143 7:15 4 21 1 6 5 7:30 7 62 17 91 24 153 7:30 9 20 0 6 9 7:45 18 79 32 86 50 165 7:45 5 16 2 9 7 8:00 17 78 26 72 43 150 8:00 3 12 3 9 6 8.15 20 75 16 57 36 132 8:15 ' 3 10 1 10 4 8:30 24 65 12 44 36 109 8:30 5 10 3 17 8 8:45 17 47 18 38 35 85 8:45 1 6 2 21 3 9:00 14 43 11 27 25 70 9:00 1 7 4 23 5 9:15 10 41 3 23 13 64 9:15 3 6 8 23 11 9:30 6 41 6 26 12 67 9:30 1 7 7 17 8 9:45 13 49 7 23 20 72 9:45 2 6 4 10 6 10:00 12 50 7 20 19 70 10:00 0 4 4 8 4 10:15 10 54 6 16 16 70 10:15 4 5 2 7 6 10:30 14 54 3 15 17 69 10:30 0 3 0 5 0 10:45 14 64 4 20 18 64 10:45 0 4 2 7 2 11:00 16 70 3 24 19 94 11:00 1 4 3 7 4 11:15 10 54 5 21 15 75 11:15 2 3 0 4 2 11:30 24 44 8 16 32 60 11:30 1 1 2 4 3 11:45 20 20 8 8 28 28 11.45 0 0 2 2 2 i A- -3 1 a ccurEU 21114 Trigger Lane Diamond Bar CA. 91765 Tel 909 595-6199 Fax: 909 595-6022 ACCUTEK 24 HOUR COUNTS CLIENT: LLG-COSTA MESA COUNT DATE 10-8-98, THURSDAY PROJ NO: 2480-1EW LOCATION: VALLEY VISTA DR. W/O GATEWAY CENTER DR. SUMMARY 24 HOUR AM PEAK HOUR PM PEAK HOUR DIRECTION VOLUME BEGIN VOLUME BEGIN VOLUME EAST BD 1752 11:00 103 4:30 278 WEST BD 2072 7:45 393 12:45 225 TOTALS 3824 7:45 421 5:00 440 AM PM EAST BD WEST BD TOTAL. EAST BD WEST BD TOTAL TIME 15' HOUR 15' HOUR 15' HOUR TIME 15' HOUR 15, HOUR 15' HOUR 12.00 1 3 0 0 1 3 12:00 61 174 26 141 87 315 12:15 0 2 0 1 0 3 12:15 47 158 30 182 77 340 12:30 0 2 0 1 0 3 12:30 39 130 31 207 70 337 12:45 2 3 0 1 2 4 12:45 27 118 54 225 81 343 1:00 0 1 1 1 1 2 1:00 45 109 67 206 112 315 1:15 0 1 0 0 0. 1 1:15 19 103 55 169 74 272 1:30 1 2 0 0 1 2 1:30 27 115 49 140 76 255 1.45 0 1 0 0 0 1 1:45 18 111 35 113 53 224 2:00 0 1 0 0 0 1 2:00 39 108 30 108 69 216 2:15 1 1 0 0 1 1 2:15 31 90 26 97 57 187 1 2:30 0 0 0 0 0 0 2:30 23 88 22 82 45 170 J2:45 0 0 0 0 0 0 2:45 15 104 30 74 45 178 3:00 0 0 0 0 0 0 3:00 21 119 19 59 40 178 3:15 0 1 0 1 0 2 3.15 29 124 11 58 40 182 3:30 3:45 0 0 1 1 0 0 4 5 0 0 5 6 3:30 3:45 39 30 120 139 14 15 63 68 53 45 183 207 4:00 1 2 1 8 2 10 4:00 26 158 18 74 44 232 4:15 0 1 3 13 3 14 4:15 25 245 16 85 41 330 4:30 0 2 1 22 1 24 4:30 58 278 19 102 77 380 4:45 1 3 3 29 4 32 4:45 49 276 21 134 70 410 5:00 0 4 6 36 6 40 5:00 113 261 29 179 142 440 5:15 1 4 12 41 13 45 5:15 58 195 33 203 91 398 5:30 1 4 8 46 9 50 5:30 56 168 51 198 107 366 5:45 2 7 10 52 12 59 5:45 34 131 66 177 100 308 6:00 0 6 11 61 11 67 6:00 47 124 53 140 100 264 6:15 6:30 1 4 9 13 17 14 80 91 18 18 89 104 6:15 6:30 31 19 94 85 28 30 132 147 59 49 226 232 6:45 1 11 19 132 20 143 6:45 27 75 29 135 56 210 7:00 3 14 30 217 33 231 7:00 17 59 45 114 62 173 7:15 5 20 28 309 33 329 7:15 22 59 43 76 65 135 7:30 2 22 55 376 57 398 7:30 9 41 18 41 27 82 7:45 4 28 104 393 108 421 7:45 11 46 8 27 19 73 8:00 9 38 122 342 131 380 8:00 17 56 7 24 24 80 8:15 7 37 95 274 102 311 8:15 4 76 8 19 12 95 8:30 8 40 72 201 80 241 8:30 14 146 4 16 18 162 8:45 14 44 53 166 67 210 8:45 21 195 5 14 26 209 9:00 8 42 54 133 62 175 9:00 37 222 2 11 39 233 9:15 10 49 22 105 32 154 9:15 74 226 5 12 79 238 9:30 12 55 37 100 49 155 9:30 63 168 2 12 65 180 9:45 12 55 20 88 32 143 9:45 48 115 2 16 50 131 10:00 15 57 26. 101 41 158 10.00 41 73 3 14 44 87 10.15 16 62 17 97 33 159 10:15 16 41 5 12 21 53 f 10:30 12 67 25 98 37 165 10:30 10 29 6 9 16 38 r.. 10:45 14 80 33 95 47 175 10:45 6 22 0 3 6 25 11:00 20 103 22 100 42 203 11:00 9 18 1 3 10 21 11:15 21 83 18 78 39 161 11:15 4 9 2 2 6 11 11:30 25 62 22 60 47 122 11:30 3 5 0 0 3 5 37 37 38 38 75 75 11:45 2 2 0 0 2 2 p11: 45 A-0 E N G! N E E R S SIGNAL TIMING SHEETS arr so/so/to dal mvt=\iLoz\e Q\= Yd a¢ C7 2 N 9 0 do cn 2 V 4 O U CO rr 0 LLJ co O J m 7 co to a rJ2 Q e...i m Q O M a wZ' z W U Fw- v-4 0 F Q O a v V ou w o a ` U A u7 V) O Y O 04 II P-r r P-r Ld rn Z H 6u P Fy = I 22 arr se/sa/w dm iwrwa\r=\8^p\ OQ' cy z rr4 I N d 0 Q EL 0 U a 1 r 0 w a w m m ti mi--1 m a OZ P-4 O Uf-- 1LLJ Z w w w Lo E-+ m 0 Of00 v U r W `3 ti ¢ 00 a N 0 ` x Lr) Y N 0 J J U z U Z x :3 W 23 arr so/so/w am sLot sos\i=\Omp\a a CU r' Zf a dp o U0 V Q 0 U h a W o m it m a o 24 Orr 66/s6/l0 dQl 9 "Kg\titDz\Bmv\;p a 4 d o o a 0 r w c w C9 o a m 7 Q o O wpf LLJwU 112 0 F, a 0 fzo W Ga N o xLO T N 0 Ld Um N L tic 0 o lq w z = xu3I, _ in v zSu 25 26 E N G I N E E R 5 Table 5 summarizes the trip generation potential of the two related projects within the Gateway Corporate Center. As shown, the projects are expected to generate a combined total of 2,960 daily trips on a "typical" weekday, with 424 trips (375 inbound, 49 outbound) forecast during the AM peak hour and 413 trips (67 inbound, 346 outbound) during the PM peak hour. TABLE 5 RELATED PROJECTS TRAFFIC GENERATION FORECAST Lots 12, i5, & 22 - Gateway Corporate Center Diamond Bar, California 1TE'Lan d Vs .. ;Ddet....... ,.... Uarl. AM PEAK HOUR PM PEAK -HOUR:::::::"]::.: Pro' eetl)ecsc 'lion 2-vwa..' I ..., o>t.' Totat in opt Taal Generation Factors: 8 710: Lot 2 General Office 11.80 1,48 0.20 1.68 0.27 1.33 1.60 TE/ SF) 715. Lot 23 Single Tenant 13.52 1.75 0.22 196 0.30 1.69 1.99 Off - ice (TEISF) Generation Forecasts: Lot 2 —Office Building 1,960 246 33 279 45 221 266 165, 888 SF) Lot 23 — Allstate Insurance 1,000 129 16 . 145 22 125 147 73, 950 SF) TOTS RENTED PRi) JEC;TS TRAFFIC €' 2,96Q 37 49.. 424 34 TVSF = Trip ends per 1,000 square -feet (SF) of development. Appendix C contains the distribution patterns and corresponding project traffic volumes for the two related projects. Year 2001 Traffic Volumes Exhibits 18 and 19 present future AM peak hour and PM peak hour background traffic volumes, respectively, at the four existing key intersections in the near -term Year 2001, Exhibits 20 and 21 present the forecast AM peak hour and PM peak hour traffic volumes, respectively, with the inclusion of all three office building development projects in the near -term Year 2001. 7 Source: Trip Generation, 6th Edition, Institute of Transportation Engineers (1TE) [Washington D.C., 19971. 8 The trip generation rates were calculated based on the equations per Trip Generation, 6e Edition: Land Use 710: Daily Trips: WT) = 0.768L.n(X) + 3.654, AM Peak Fir. La(T) — 0.7971-a(X) + 1.558, PM Peak Hr. T = 1.121(X)+ 79.295. Land Use 715: Daily Trips: In(T) = 0.601 Lar(X) + 4.321, AM Peak 11r: T = 1.63(X) + 24.623, PM Peak fir: T — 1.497(X) + MA74. 27 GM 8a/e0/w dQl stoYlOZ\Wi\6Mv\^"' S06Ai+ a co Nm rZ N d GVO L U o s. t brti S9 E / O L a w c m 7 co Q i m o z 00 W Q o w z W H U O O' O U WaPa CN Q I z0 to P V) r H O O O C\I an V) ` x F i o 804 4A W Zz Zt LU a z of gu w 28 arr s/sn1 w dm a wz\r ws\6*n\ 8 O a o 9` O U UO` S Ci U o Jr <8 41 as, 0, 4 a 3 m Q 1 m 0 F— O LC LLI a 0 M o w O v N Ad u LOLr Q+ cv 0 o O 3 N U v cu 29 arr ee/ea/w am v rws\rwa\b P\a yogo 1 C 2 jr do P 4 q O cl Q 1 oc p w a w Q m a Wi¢ 2 m tea z 0 y U3 Z W Q LLJ U U o W O 1-H 3 O cVOcV Ol u2 cl H O J U m O F w ZZ x tn3m a Su w 30 arr ae/sn/o sae cz rws\rwz\\ O P^ 4 9 G P U ry L91 ^ b a a ca w 0a Iacm W CQCQm E-{ a o F > Q CV U OfW W NLd E4 O W x I CN w ca to VyO o O O Y 4 3 I N II C U a Q z uj oINVI U xLUZ:s d W 31 E N G! N E E A S TRAFFIC FORECASTING METHODOLOGY In order to estimate the traffic impact characteristics of the proposed Gateway Corporate Center office projects, a multi -step process has been utilized. The first step is traffic generation, which estimates the total arriving and departing traffic on a peak hour and daily basis. The traffic generation potential is forecast by applying the appropriate vehicle trip generation equations or rates to the project development tabulation. The second step of the forecasting process is traffic distribution, which identifies the origins and destinations of inbound and outbound project traffic. These origins and destinations are typically based on demographics and existing/expected future travel patterns in the study area. The third step is traffic assignment, which involves the allocation of project traffic to study area streets and intersections. Traffic assignment is typically based on minimization of travel time, which may or may not involve the shortest route, depending on prevailing operating conditions and travel speeds. Traffic distribution patterns are indicated by general percentage orientation, while traffic assignment allocates specific volume forecasts to individual roadway links and intersection turning movements throughout the study area. With the forecasting process complete and project traffic assignments developed, the impact of the project is isolated by comparing operational (LOS) conditions at selected key intersections using expected future traffic volumes with and without forecast project traffic. The need for site -specific and/or cumulative local area traffic improvements can then be evaluated. PROJECT TRAFFIC CHARACTERISTICS Project Traffic Generation Traffic generation is expressed in vehicle trip ends, defined as one-way vehicular movements, either entering or exiting the generating land use. Generation equations and/or rates used in the traffic forecasting procedure are found in the Sixth Edition of Trip Generation, published by the Institute of Transportation Engineers (ITE) [Washington D.C., 1997]. Table 4 summarizes the trip generation rates used in forecasting the traffic impacts of the proposed office building developments, and presents the forecast peak hour and daily project traffic volumes for a "typical" weekday. Trips generated by the proposed projects were estimated using ITE Land Use Code 710 (General Office Building) equations. 15 E N G I N E E R S TABLE 4 PROJECT TRAFFIC GENERATION FORECASTS Lots 12, 15, & 22 — Gateway Corporate Center Diamond Bar, California ETE Land >(lse Mode/ la AM PEAK HU>f11t , ... PMTEAI HOUR.. . Wa OutPro`ect lles+e tiara Generation Factors:6 7M Lot 12 Flex Building 16.51 1.99 0.27 2.26 0.54 2,62 3.15 TE/SF) 710: Lot 15 General Office 16.41 1,98 0,25 2.25 0.53 2.58 3.10 TE/SF) 710: Lot 22 General Office 15.14 1.84 0.27 2.09 0.43 2.09 2.52 TE/SF) Generation Forecasts: Lot 12 — Flex Building 640 78 11 89 21 102 123 39,000 SF) Lot 15 — Flex Building 690 83 12 95 22 106 128 40 000 SF) Lot 22 — Office Building 860 104 14 118 24 118 142 56,600 SF) T. TAL FROJE T, Rx FFTC-' 2 190 TEJSF — Trip ends per 1,000 square -feet (S F) of development As shown, the proposed office building projects are expected to generate 2,190 daily, two-way trips, with 302 trips (265 inbound, 37 outbound) anticipated during the AM peak commute flour and 394 trips (67 inbound, 326 outbound) produced during the PM peak commute hour_ Project Trip Distribution and Assignment The general, directional traffic distribution pattern for the proposed office developments in Lots 12, 15, and 22 are presented in Exhibits 9,10, and 11, respectively. Project traffic volumes, both entering and exiting the site, have been distributed and assigned to the adjacent street system based on the following considerations: 1) the site's proximity to major traffic carriers (i.e. SR 57 Freeway, SR-60 Freeway, Grand Avenue, etc.); 2) existing peak hour turning movement volumes; 3) lot location within the Gateway Corporate Center, and 4) former LLG traffic studies for Gateway Corporate Center, Source: Trip Generation, 6th Edition, Institute of Transportation Engineers (1TE) [Washington D.C., 19971. 6 The trip generation rates were calculated based on the equations per Trip Generation, 68' Edition: Daily Trips: La(T) — 0.768Ln(X) + 3.654, AM Peak Fir. Ln(T) = 0.797Ln(X) + 1.559, PM Peak Hr: T — 1.121(X) + 79.295. 16 am ss/SO/w daz sor va\r oa\e*v\ aol. vAA. 04 2 0 so 09 dp 4.= c Q 0 U o qa-0 v 0 p _ r w a a c w a In In Q a 4o Lo Q Wm 1 o aQ z Cl O w W z w E- A o a- O W V r 3 E- w w E- o z zLLI E4 a U a-o ticq cz , o Y O M p o X X X v wJ U F : U O 44 yI mz U Z x x tn30 o HHad 17 arC 66/90/W dKn Nv*WL\*WZ\6MP\D V A 6O r a Q 4OF, Ma dp 4= Qs ci U 10in 40VF , 4' 0 0 o 0 w t Q I m o 0 18 OW 66/SO/W c l ""MZ\* QZ\6mP\ V A u VO 2 4 Q off° d o UVOS P CL D U Q VS WH 7 W cs O It m 7 z rlj W m E Z w z EE w z U E A o rUi O U 3 E- CU O C\2 I w E cv w Q O C%4 c F w U wW Hin frCWLLiCNU z O cn Y 0 a 0 inO II X X X x V1 w U N ` W F 0044 W Z V Z z tn3al0 7' s V W 19 E N G I N E E R S The anticipated AM and PM peak hour project volumes associated with the proposed office developments in lots 12, 15, and 22 are presented in Exhibits 12 and 13, 14 and 15, and 16 and 17, respectively. The traffic volume assignments presented in the above mentioned exhibits reflect the traffic distribution characteristics shown in Exhibit 9, 10, and 11 and the traffic generation forecast presented in Table 4. BACKGROUND TRAFFIC CONDITIONS Ambient Growth Horizon year, background traffic growth estimates have been calculated using an ambient growth factor. The ambient traffic growth factor is intended to include unknown and future related projects in the study area, as well as account regular growth in traffic volumes due to the development of projects outside the study area. To remain conservative, the future growth in traffic volumes has been calculated at two percent 2%) per year. Applied to existing 1998 traffic volumes results in a 6% growth in existing volumes at the key intersections to horizon year 2001. Related Projects Traffic Characteristics In order to make a realistic estimate of future on -street conditions prior to completion of the three Opus office developments, the status of other known development projects (related projects) in the area has been researched. With this information, the potential impact of the proposed project can be evaluated within the context of the cumulative impact of all ongoing development. Currently, two projects are proposed in the immediate vicinity, within the Gateway Corporate Center. Lot 2 consists of two, three-story office buildings with a total floor area of 165,888 SF. The project, to be developed by the Trammell Crow Company (TCC), is located on the east quadrant of Gateway Center Drive and South Valley Vista Drive. Access to the TCC project will be provided from Gateway Center Drive/Copley Drive. This project is expected to generate 279 AM peak hour trips, 266 PM peak hour trips, and 1,960 daily trips. Lot 23 consists of a three-story single tenant office building, with a total building area of 73,950 SF. This building will be occupied by AHState Insurance. The project, another development proposed by Opus, is located on the southeast quadrant of Copley Drive and Golden Springs Drive. Access to the AllState Insurance building will be provided via a full access driveway located along Copley Drive. This project is expected to generate 145 AM peak hour trips, 117 PM peak hour trips, and 1,000 daily trips. 20 CUT 00/90/10 as t QQ' C z a r l ter 0 cy O U r 1 r O a n w w ca n m 7 4 Q m 0 m > W I U_ w z W U a 0 EE-H EL O 0a0U U 3 O c¢7 a N O xLO N H 0 w En O F W z Q , W to Q n ZS 21 awry wsmo dcn v vwz\rwz\S&v\m O En En x LLr I-JO p LL- O J r C O N N 1 J . VALLEY A 5 I (3nr 66/Ww d(3S Ni laL\Y LOL\6wp\ Q LLV-0 0 ia I arrc eslso/w am rsot\tiwz\a v\ Z W A a O m LL. U N0 0 O p c0 0J p O l-- N L Q m W o Z2 W z Ey P4 U U z¢ Ock: U Oa Of U i W ! N W N O T N N h- Op S iLLLA r0 (AW u if ul i Z3 " 7 E N GI N E E R S EXISTING STREET NETWORK Regional access to the project site is provided by the Orange Freeway (SR-57) and the Pomona Freeway (SR-60) which intersect just northwest of the site. The Orange Freeway has a full interchange at Pathfinder Road, approximately one mile south of the Gateway Corporate Center, and at Grand Avenue, north of the project site. Access from the Pomona Freeway is provided at Brea Canyon Road. The principal local network of streets serving Gateway Corporate Center are Golden Springs Drive, Gateway Center Drive, Copley Drive, Valley Vista Drive, and Bridge Gate Drive. The following discussion provides a brief synopsis of these key area streets. These descriptions are based on an inventory of existing roadway conditions. Golden Springs Drive is an existing east -west, four -lane secondary roadway, which borders Gateway Corporate Center to the north. Eastbound and westbound travel lanes are separated by a raised, landscaped median. Parking is prohibited along all sections of this roadway. The posted speed limit on Golden Springs Drive is 50 miles per hour (mph). On -street bike lanes exist on both sides of this roadway. The intersections of Golden Springs Drive with Gateway Center Drive and Copley Drive are both controlled by three-phase (30) traffic signals. Gateway Center Drive is a two-lane, divided roadway oriented in the north-east/south-west direction. The posted speed limit is 40 miles per hour (mph). Parking is prohibited along both sides of the street. Traveling from Bridge Gate Drive to Golden Springs Drive, Gateway Center Drive slopes downward at a small grade. Existing daily traffic on Gateway Center Drive, south of Golden Springs Drive, totals approximately 4,520 vehicles per day (vpd). Copley Drive is oriented in the north-east/south-west direction. This road provides one travel lane per direction and is divided by a painted, two-way left turn median. Copley Drive borders Lots 22 and 23 immediately to the west. The posted speed limit is 40 mph. Parking is prohibited along both sides of the street. West of Bridge Gate Drive, Copley Drive becomes Gateway Center Drive. Existing daily traffic on Copley Drive, south of Golden Springs Drive, totals approximately 5,090 vehicles per day (vpd). South Valley Vista Drive is oriented in the north-east/south-west direction. This road provides one travel Iane per direction, divided by a painted, two-way left turn median. A future driveway located at the east leg of the intersection with Gateway Center Drive has been proposed to provide primary access to the office building development in Lot #2. The prima facie speed limit on South Valley Vista is 25 mph. Parking is prohibited along both sides of the street. Bridge Gate Drive is oriented in the north-east/south-west direction. This road provides one travel lane per direction, divided by a painted, two-way left turn median. Bridge Gate Drive transforms into Valley Vista Drive just south of Lot #12. The prima facie speed limit on Bridge 3 E N G I N E E R S Gate is 25 mph. Parking is prohibited along both sides of the street. Daily traffic on south end of the "horse shoe" of Valley Vista Drive and Bridge Gate Drive totals roughly 275 vpd. Exhibit 6 presents an inventory of the existing roadway conditions for the intersections evaluated in this report. The number of travel lanes and intersection controls for the key area intersections are identified. PIease note that Exhibit 6 also presents the fixture intersection configuration for the intersection of Gateway Center Drive @ Valley Vista Drive. Gateway Center Drive @ Valley Vista Drive is currently an unsignalized T-intersection. Traffic along Gateway Center Drive is uncontrolled, while a stop sign exists on South Valley Vista Drive. To mitigate the impact of the proposed office building development on Lot 2, improvements to this intersection are planned. The intersection improvements will include an added east leg to the intersection (the project driveway), installation of four-way stop control, and unproved channelization for each approach. EXISTING AREA TRAFFIC VOLUMES Existing AM and PM peak hour traffic volumes for the four key intersections evaluated in this report were obtained from manual morning and evening peak hour turning movement counts conducted by Accutek. Exhibits 7 and S present the existing AM and PM peak hour traffic volumes, respectively, for the study intersections. The existing average daily traffic (ADT) volumes on key area roadways in the project vicinity are also presented in Exhibit 8. Appendix A contains the detailed manual turning movement count sheets and 24-hour count data for key study intersections and roadways. Also included in Appendix A are the signal timing sheets for the two signalized study intersections, provided by Los Angeles County Public Works, Traffic and Lighting Department. EXISTING INTERSECTION CONDITIONS Existing AM and PM peak hour operating conditions for the four key intersections were evaluated using the methods outlined in the Highway Capacity Manual [HCM: Special Report 209, Transportation Research Board, Third Edition, I994]. HCM Method of Analysis (unsignalized Intersections) Two of the existing key study intersections are two-way stop -controlled (TWSC). The methodology published in Chapter 10 ("Unsignalized Intersections") of the HCM has been utilized to evaluate the intersections of Gateway Center Drive at Valley Vista Drive and Copley Drive at Bridge Gate Drive. With the implementation of the improvements planned at the intersection of Gateway Center Drive @ Valley Vista Drive, the methodology used to evaluate all -way stop controlled (AWSC) intersections has been utilized to analyze future conditions at this key location. I am ss/sa/o dm sorwa\tiwa\sMv\ f w V JQQ 0 r) rn a. ca r7 (n tF l/ N v dp N W30 0` Q Z U 3 a. Q Q 3 I Ul O Ln N v U LU C] Erm 7 CD 0 0 m AZ0 OUaxjU W o W W U ti C a. a E - A cn Q W 3 w Q U 4 cV N LO c E V) F 0 J z 0 N z Ilio V) F- z' LLJz a tali g o N2 J 7 z a 7 z W J ULLI LL- t='I Ir z in 02 of z U LL) 0 Q F- Z Va? C7 u u 1{ a II II N Xjm J w W z Dqdtn w 1 V L_ J Sad z u 10 Gr4r H8/&WLG dM DAP\ 2 c n 4 rn UVO P O U n Ln aa 7 c7 LJ C? a 7 Q m az 9 r--yq Q W W Uzi E-+ U 00 d m O U W } 3 c ZN H rN P U.) r H O V N z LzF . OWO NmZU Z z SU W 11 orr as/go/La dm a"wz\+loz\amp\= 6 x 04 a o h le o iC7 P Q O U 1 O a LU 0 O m 7 m QWm 4 1-1 O a Q x U_ a W W z Ld E-4 U 4 a A o r O x l N U_ LJO li +o .— P-4 C E Ox } M p I w N I y uj WFW Q 46 W z z x Z's 12 E N G! N E E R 5 The Highway Capacity Mamial (HCM) methodology for a stop controlled intersection estimates the average total delay for each of the subject movements and determines the level of service for each movement. The overall average delay, measured in seconds per vehicle, and level of service is then calculated for the entire intersection. The vehicle total delay on any approach is primarily a function of the volume on the subject approach and secondarily a function of the volume on the opposing and conflicting approaches. The HCM delay value translates to a Level of Service (LOS) estimate, which is a relative measure of the intersection performance. The six qualitative categories of Level of Service have been defined along with the corresponding HCM delay value range, as shown in Table 1. TABLE 1 LEVEL OF SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONS' Lots 12, 15, & 22 — Gateway Corporate Center Diamond Bar, California I eve orseICVktE : ..... HE 14V;Iy C3paClty Marlu3l Deta Wile io::ff A 5.0 Little or no delay B 5.0 and < 10.0 Short traffic delays C 10.0 and _< 20.0 Average traffic dela s D 20.0 and < 30.0 Long traffic delays E 30.0 and < 45.0 Very long traffic delays P 45.0 Severe congestion HCM Method of Analysis (Signalized Intersections) The methodology outlined in Chapter 9 ("Signalized Intersections") of the HCM has been utilized to evaluate the intersections of Golden Springs Drive with Gateway Center Drive and Copley Drive. Signalized intersection analyses considers a wide variety of prevailing conditions, including the amount and distribution of traffic movements, geometric characteristics, and the details of intersection signalization (time allocation). The methodology of the HCM calculates the capacity and level of service of each intersection approach. The overall average delay, measured in seconds per vehicle, and level of service is then calculated for the entire intersection. The HCM delay value translates to a Level of Service (LOS) estimate, which is a relative measure of the intersection performance. The six qualitative categories of Level of Service have been defined along with the corresponding HCM delay value range, as shown in Table 2. Please note that the range of delay values for unsignalized and signalized intersections vary slightly for each service level. The HCM method of analysis for signalized and unsignalized intersections is described in further detail in Appendix B. I See Appendix H for a detailed explanation of the HCM methodology and LOS Concept 13 E N G I N E E R S TABLE 2 LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS' Lots 12,15, & 22 — Gateway Corporate Center Diamond Bar, California 1eevel of Highway Capac>tty 1Vlanual ereiee OS vela Value [seelveb Lev..el ofmce.11e ttt3n A 5.0 Little or no delay B 5.0 and <_ 15.0 Short traffic delays C 15.0 and S 25.0 Average traffic delays D 25.0 and <_ 40.0 Long traffic delays E 40.0 and :! 60.0 Very long traffic delays F 60.0 Severe congestion Existing Level of Service Results Table 3 summarizes the existing peak hour service level calculations for the four study intersections based on existing traffic volumes and current street geometry. Review of Table 3 shows that all four key study intersections currently operate at an acceptable Level of Service during the AM and PM peak commute hour. TABLE 3 1998 EXISTING PEAK HOUR LEVELS OF SERVICES Lots 12, 15, & 22 — Gateway Corporate Center Diamond Bar, California TIME CQNTRpL.... 11IC11€ M TIIt3 aLOGY EY.INTER.s1 cTIQNS;...>.'>; PERIOD T ,` fGRailto Aela : LOS 1) Gateway Center Drive @ AM 30 Traffic 0.334 3.2 se&veh A Golden Springs Drive PM Signal 0.723 7.6 se&veh B 2) Copley Drive @ AM 30 Traffic 0.400 4.2 sec/veh A Golden Springs Drive PM Signal 0.973 18.8 sec/veh C 3) Gateway Center Drive @ AM 1-Way 0.7 se&veh A South Valley Vista Drive PM Stop 3.5 sec/veh A 4) Copley Drive @ Bridge AM 1-Way 0.9 seeveh A Gate Drive PM Stop 1.5 se&veh A 2 See Appendix B for a detailed explanation of the HCM methodology and LOS Concept 3 See Appendix B for HCM/WS calculation worksheets. 4 The HCM methodology estirrok s the average WU delay (rneaawed in sera" per vehicle) for each of fire subbed movernetts at an intmodion and detem mm a mrresponding level of service for the enttim intersection. 14 E N G I N E E R S LIST OF TABLES TABLE DESCRIPTION PAGE NUMBER 1_ LEVEL OF SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONS..................................................................... 13 2 LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS........................................................................... 14 3 1998 EXISTING PEAK HOUR LEVELS OF SERVICE ........................................ 14 4 PROJECT TRAFFIC GENERATION FORECAST ................................................. 16 5 RELATED PROJECTS TRAFFIC GENERATION FORECAST ........................... 27 6 2001 PEAK HOUR LEVEL OF SERVICE SUMMARY HIGHWAY CAPACITY MANUAL (HCM) ANALYSIS ....................................... 33 E N G I N E E R S E N G I N E E R S TRAFFIC IMPACT ANALYSIS AND SITE ACCESS EVALUATION REPORT LOTS 12,15, & 22 — GATEWAY CORPORATE CENTER Diamond Bar, California INTRODUCTION This Traffic Impact Analysis and Site Access Evaluation report addresses the potential traffic impacts and circulation needs associated with the development of three office buildings on Lots 12, 15, and 22 of the Gateway Corporate Center. The Gateway Corporate Center is generally located east of the Orange Freeway (SR-57), south of the Pomona Freeway (SR 60), west of Diamond Bar Boulevard, and north of Pathfinder Road, in the City of Diamond Bar, California The traffic study analyzes existing traffic conditions at four intersections, estimates the trip generation potential of each project site, forecasts future operations with and without the three proposed developments, and identifies potential traffic impacts on the surrounding street system. This traffic report is intended to satisfy the traffic impact requirements of the City of Diamond Bar and be consistent with the 1997 Congestion Management Program (CMP) for Los Angeles County. The project sites have been visited and an inventory of adjacent area roadways and intersections was performed. Existing traffic information has been compiled and supplemented with manual peak period turning movement counts The peak period traffic counts were conducted at four locations in support of detailed intersection capacity analyses. Prior traffic studies have been reviewed and information concerning planned developments in the Gateway Corporate Center has been researched. Currently, there are two office projects being processed through the City for approval. These proposed projects have been included as part of the near -term cumulative background setting. This traffic report analyzes existing and future near -term traffic conditions at the four key area intersections listed below, upon completion and frill occupancy of the three proposed office buildings. These intersections provide regional and local access to the site area: 1) Gateway Center Drive @ Golden Springs Drive, 2) Copley Drive @ Golden Springs Drive, 3) Gateway Center Drive @ South Valley Vista Drive, and 4) Copley Drive @ Bridge Gate Drive. The above mentioned intersections were selected based on consultation with City of Diamond Bar staff. Level of Service (LOS) calculations for the AM and PM peak hours at these four key locations were used to evaluate the near -term (2001) potential traffic impacts associated with anticipated area growth and the buildout of the Gateway Corporate Center. E N G i N E E R 5 The site access and internal circulation evaluation for the three projects is based on review of the proposed site plans for Lots 12, 15, and 22, as provided by Opus West Corporation. Included in this traffic analysis and site access evaluation report are: Existing traffic counts, Estimated project traffic generation/distribution/assignment, Estimated cumulative project traffic generation/distribution/assignment, AM and PM peak hour analyses for existing conditions and future conditions without and with project traffic, and Detailed review of the site plans for Lots 12, 15, and 22. PROJECT DESCRIPTION AND LOCATION The project sites, designated as Lots 12, 15, and 22, are currently vacant parcels of land, located within the Diamond Bar Gateway Corporate Center. Exhibit 1 presents a Vicinity Map, which illustrates the general location of the proposed project and depicts the surrounding street system. Exhibit 2 presents the existing property layout of Gateway Corporate Center. Development of Lots 12, 15, and 22, combined with the proposed office projects on Lots 2 and 23, will result in the buildout of the Diamond Bar Gateway Corporate Center. Lot 12 is a 2.48± acre parcel of land, located on the south end of the "horse shoe" of Valley Vista Drive and Bridge Gate Drive. The proposed project consists of a two-story Flex Building, with a total building area of 39,000± square -feet (SF). A total of 153 parking spaces will be provided on -site. Access to the project site will be provided by one full access driveway, located on Valley Vista Drive. Exhibit 3 presents the conceptual site plan for Lot 12. Lot 15 is a 2.55± acre parcel of land, located on the east side of Bridge Gate Drive, and north- east of Lot #12. The proposed project consists of a two-story Flex Building, with a total building area of 42,000± SF. On -site parking totals of 173 parking spaces. A driveway proposed on the east side of Bridge Gate Drive will provide access to the site. Exhibit 4 presents the conceptual site plan for Lot 15. Lot 22 is a 6.47± acre parcel of land, located along Copley Drive, south Golden Springs Drive. The proposed project consists of a two-story 56,600± Office Building. A surface lot, with a total of 243 spaces, will provide parking at the site. Access to the project site will be provided via one full access driveway located on Copley Drive. Exhibit 5 presents the conceptual site plan for Lot 22. 2 1 y E Tt7 GR aPIINSTD A I Y OF s INDUSTRYs _ LN t 8 SEE 'TAI SEE®C]- d T l KY 11 Dm i.Eq 0 29RGY 20994 t+ I o .0 Ry^a¢ RUXt DR 1} s XUKV ftP A s IMI F PAAK GP N wl?WR10 O- ~ AP - I IT 8 ELmffP}PA7NEU4AtwT,. d G,Q, O 8 y RIO IOBOS'.:".'-'RD J'FGAfY noon x i c 1 d E sw om oa t 0,t I GOLDEN LYC01 I ST Z96o0 NORTNAMPiOM ST Y'DER ofVUN L171 a IitE pNl1AlE o TP, E4AYty790 NUAn y 7 0 7r S 1Vi1L11< IX ORIJ rWD° P'I v 4'N fN570E I i' < 9` 7 C 4 brai $ g 4t7 4q I 4` & a` 31 1u a a DR tNA pR ` Lwf a F RLc i. iLSP[ g iw a, OR O12lbLOToBU/ F} to w' fo ,p a XrcmPr $ • P. A UlffA1M IWR£L 4 GxroP tMSOW .Z w Qom° r o E'D Z AMD IAD BAR LDT 22 i UR S4>• l: *STpN'E N70 4% 0 $ - S}. C'_.+, L'.'i P _ A. 8 .l qp 4T 8' --' F, 4./,,,, 4 S 4 oRl4A Pt k,, rY•' 'r yQIn ! rr R r •1 :Cr ¢ vbgo f(y R2G7 ti C' i r{ 144 Aa OOi6RHfEAp20599 . ky, v+ rc a pN q + TH19I7 PL fR A0. 4 L O L ! 5 f ' xx TT * F. Ep,{T t10 `S JtiIyGI , RIDGE All 4 XisslouAnr VCFA R[ 1 1 TA t t3 HOCK • SA0.1r.L- 2o7oo IEQ Aa iPl fi P A['"' P. n i FIDE 1' , SO°A r 1iP4c Ay. . y R F ti F , : A; 20 r1OT.ufOAM s TYfR LR1y OR Zi r0.P0 6R__,--F r•' 1' nn` 4 RfSY i Sc r w y.FS;t C7 ` A' y tl OR I j c75 rFFPLFC $ RTp Oil r NSF LN e ^ yo' N lr RP' ENn'bJ,, n! r'r7 4SM ,,. G •. ` lA` `. i>a L I a 4 VEO a s, 4J4_ q 1b QP ' I F 4p i FSLJ1 Po gy4 j SGp r 8 DR t1 M o:.A,. t FL fRFSI W z ' y'i' 29 `4,6q s' 4 ` t°Rer I - x \1 oAP o o PSmt 4` } b &ar. ` a Y! '` srf 1 n e¢ 28 . H 4yr O' C7 t 1 q pZN`_ Q , -•. 4 28 . vF G'S t ,is. s a tNO SCALE UNSCOTF LAW & CREENSPAN C n w 1 71 C L Lc a MAP SOURCE: THOMAS BROS. EXHIBIT I VICINITY MAP LOTS 12, 15 & 22 — GATEWAY CORPORATE CENTER, DIAMOND BAR DRIVE ry r 1 r~ SQ 23 ; EEW AY j t' G01j)EIA 1 a, J3 4 CENTER 2 o? 5• 21 20 G 19 7 18 J 9 / 17 10 i 16 1 i 14 P 13 9 o w o r a u EXHIBIT 2tNOSCALE$ a = PROJECT SITE LINSCOTT LAW & PROPERTY LAYOUTGREENSPAN E N G IN E E R S LOTS 12, 15 & 22 - GATEWAY CORPORATE CENTER, DIAMOND BAR J 4 E N G I N E E R S TABLE OF CONTENTS DESCRIPTION INTRODUCTION........................................................................ . ............... PROJECT DESCRIPTION AND LOCATION ........................................... EXISTING STREET NETWORK............................................................... EXISTING AREA TRAFFIC VOLUMES ........................... . . . .. .................. EXISTING INTERSECTION CONDITIONS ............................................ HCM Method of Analysis (Unsignalized Intersections) .................... HCM Method of Analysis (Signalized Intersections) ........................ Existing Level of Service Results ...................................................... TRAFFIC FORECASTING METHODOLOGY ......................................... PROJECT TRAFFIC CHARACTERISTICS PAGE NUMBER 8 I ... ................. ... 9 I--.... 9 13 14 Project Traffic Generation.................................................................................... Project Traffic Distribution and Assignment......................................................... BACKGROUND TRAFFIC CONDITIONS ... ---- .................... — .......... ..................... AmbientGrowth.................................................................................................. Related Projects Traffic Characteristics................................................................ Year 2001 Traffic Volumes.................................................................................. 15 15 15 16 20 20 20 27 TRAFFIC IMPACT ANALYSIS METHODOLOGY....................................................................... 32 Impact Criteria and Thresholds.............................................................................. ..... 32 Traffic Impact Analysis Scenarios........................................................................................... 32 PEAK HOUR INTERSECTIONS CAPACITY ANALYSIS .................................. I......................... 32 PROJECT -SPECIFIC IMPROVEMENTS........................................................................................ 34 SITE ACCESSANTERNAL CIRCULATION EVALUATION........................................................ 35 Lot 412 - 39,000 SF Flex Building.......................................................................................... 35 Lot #15 (40,000 SF Flex Building) and Lot #22 (56,600 SF Office Building) ........................ 35 CONCLUSION................................................................................................................ .... 37 E N G I N E E R S APPENDICES APPENDIX A: Existing 1998 Traffic Count Data and Traffic Signal Timing Sheets APPENDIX B: HCM Calculation Worksheets APPENDIX C: Lots 2 and 23 Project Distribution and Assignment E N G I N E F R S LIST OF EXMBITS EXHMIT NO. DESCRIPTION PAGE NO. I VICINITY MAP ................................ 3 2 PROPERTY LAYOUT ............................................... 4 3 LOT 12 (FLEX BUILDING) CONCEPTUAL SITE PLAN ............ I ......................... 5 4 LOT 15 (OFFICE BUILDING) CONCEPTUAL SITE PLAN .................................. 6 5 LOT 22 (OFFICE BUILDING) CONCEPTUAL SITE PLAN .................................. 7 6 EXISTING ROADWAY CONDITIONS AND INTERSECTION CONTROLS.................................................................................10 7 EXISTING AM PEAK HOUR TRAFFIC VOLUMES............................................11 8 EXISTING PM PEAK HOUR AND DAILY TRAFFIC VOLUMES ......................12 9 PROJECT (LOT 12) TRAFFIC DISTRIBUTION PATTERN.................................17 10 PROJECT (LOT 15) TRAFFIC DISTRIBUTION PATTERN.................................18 I 1 PROJECT (LOT 22) TRAFFIC DISTRIBUTION PATTERN.................................19 12 AM PEAK HOUR PROJECT (LOT 12) TRAFFIC VOLUMES..............................21 13 PM PEAK HOUR AND DAILY PROJECT (LOT 12) TRAFFIC VOLUMES 22 14 PROJECT (LOT 15) TRAFFIC DISTRIBUTION PATTERN ................................. 23 15 PM PEAK HOUR AND DAILY PROJECT (LOT 15) TRAFFIC VOLUMES 24 16 AM PEAK HOUR PROJECT (LOT 22) TRAFFIC VOLUMES..............................25 17 PM PEAK HOUR AND DAILY PROJECT (LOT 22) TRAFFIC VOLUMES 26 18 YEAR 2001 BACKGROUND AM PEAK HOUR TRAFFIC VOLUMES .............. 28 E N G I N E E R S LIST OF EXHIBITS (CONTINUED) EXHIBIT NO. DESCRIPTION PAGE NO. 19 YEAR 2001 BACKGROUND PM PEAK HOUR AND DAILY TRAFFIC VOLUMES ................ ....................................................... ....... 29 20 YEAR 2001 AM PEAK HOUR TRAFFIC VOLUMES WITH PROJECT (LOTS 12, 15, & 22)................................. . 30 21 YEAR 2001 PM PEAK HOUR AND DAILY TRAFFIC VOLUMES WITH PROJECT (LOTS 12,15 & 22)...................31 22 SIGHT DISTANCE EVALUATION........................................................................ 36 E N G I N E E R 5 TRAFFIC IWACT ANALYSIS AND SITE ACCESS EVALUATION REPORT LOTS 12,15 & 22 — GATEWAY CORPORATE CENTER Diamond Bar, California Prepared For: OPUS WEST CORPORATION 2030 Main Street, Suite 520 Irvine, California 92614 Prepared By: LINSCOTT, LAW & GREENSPAN, ENGINEERS 1580 Corporate Drive, Suite 122 Costa Mesa, CA 92626 Phone- (714) 641-1587 FAX (714) 641-0139 e-mail: Bgcm@aol.com 2-982014-1 January 5, 1999 Prepared By: Christopher H. Nguyen Transportation Engineer I Under the Supervision of: Richard E. Barretto Transportation Engineer III E N G I N E E R S ENGINEERS & PLANNERS TRAFFIC, TRANSPORTATION, PARKING 1580 Corporate Drive, Suite 122 Costa Mesa, California 92626 Phone: 714 641-1587 Fax: 714 641-0739 January 5, 1999 Mr. Jeff Hill OPUS WEST CORPORATION 2030 Main Street, Suite 520 Irvine, California 92614 SUBJECT: TRAFFIC EVIPACT ANALYSIS AND SITE PLAN EVALUATION FOR LOTS 12, 15, AND 22 — GATEWAY CORPORATE CENTER Diamond Bar, California Dear Mr. Hill, As requested, Linscott, Law & Greenspan, Engineers (LLG) is pleased to submit this Draft Traffic Impact Analysis and Site Plan Evaluation for the proposed office building developments in lots 12, 15, and 22 of Gateway Corporate Center, located in the City of Diamond Bar. This report summarizes the trip generation potential for the above mentioned office building developments, develops an anticipated trip distribution pattern, and forecasts the project traffic assignments to the adjacent roadway system_ The traffic analysis evaluates the relative traffic impacts of the proposed developments at four (4) study intersections for a near -term horizon year 2001). Further, this study evaluates the site access and internal circulation of all three office building developments. Briefly, based on the results of our analysis, we conclude that the three proposed office building projects, when considered as one development, will significantly impact the intersection of Copley Drive @ Golden Springs Drive in the Year 2001. The remaining three study intersections, however, will continue to operate at an acceptable level of service. To mitigate the project impact, it is recommended that the northbound approach on Copley Drive be re -striped to provide a single left -turn lane and dual right -turn lanes. Further, our review of the project site plans indicates that access to the three office building developments is adequate. However, it is recommended that any landscaping to the north and south of Lot 912's access driveway be designed such that the driver's sight distance is not obstructed. The on -site circulation layout, as designed, is adequate for all three developments. Philip M. Linscott, P.E. (Ret.) Jack M. Greenspan, P.E. William A. Law, P.E. (Ret.) Paul W. Wilkinson, P.E. John P. Keating, P.E. David S. Shender, P.E. Pasadena - 626 796-2322 San Diego - 619 299-3090 Las Vegas - 702 451-1920 An LG2WB Company Mr. Jeff Hill OPUS WEST CORPORATION January 5, 1999 Page 2 E N G I N E E R S We appreciate the opportunity to prepare this analysis. Should you have any questions or comments regarding the findings and recommendations within this report, please call me at (714) 641-1587. Very truly yours, LINSCOTT, LAW & GREENSPAN, ENGINEERS Richard E. Barretto Transportation Engineer III Christopher H. Nguyen Transportation Engineer I E N G I N E E R S W W cq Q AFFIDAVIT OF ACCEPTANCE STATE OF CALIFORNIA COUNTY OF LOS ANGELES CITY OF DIAMOND BAR PLANNING COMMISSION RESOLUTION NO. 99-10 for Development Review No. 95-15(1) 1] [WE] the undersigned state: I am] [We are] the owner of the real property described in the above -numbered Planning Commission Resolution. I am] [We are] aware of, and accept, all the stated conditions in said Planning Commission Resolution No. 99-10. 1] [We] certify (or declare) under the penalty of perjury that the foregoing is true and correct. Where the owner and applicant are not the same, both must sign) Type or Print Applicant Name u.t Wes G-p"J Address 7010 kouv Weel- S(C Sw City, State .r a Kc CK G 2 b t Signaturef- Owner Name Address 60i' -1---,W cvf .s Of 9 x7 City, State s Signature This signature must be acknowledged by a notary public. Attach appropriate acknowledgements. t 3 ti CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Lus Ss. On itiACLq9 , before me, 94mn E• Fantine, Notary Public DWO Name and Title of Officer (e.g., "Jane Doe, Notary Public") personally appeared iKAREN L FAWINE Commission # t 1 192178 Notary Public - Colifamia Los Angeles County My Comm. BpM Aug 3.2tJ[12 personally known to me P proved to me on the basis of satisfactory evidence to be the person A whose name s'j is/&Fe-- subscribed to the within instrument and acknowledged to me that he/may executed the same in his/fir authorized capacity, and that by hisGYear signature* Ton the instrument the personX, or the entity upon behalf of which the persono acted, executed the instrument. WITNESS my hand and o icial seal. Place Notary Seal Above Signature of Ne ary PuVc OPTIONAL Though the information below is not required by law, It may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached D fc m rn't ,+ } Title or Type of Document: . WUi 1 Li , Document Date: lk/l Jf `f Number of Pages: Signer(s) Other Than Named Above: Now Capacity(ies) Claimed by Signer Signer's Name: t L P ? r Individual Top of thumb here Corporate Officer — Title(s): Partner — Limited General Attorney in Fact Trustee Guardian or Conservator Other: Signer Is Representing: 0 1997 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 Prod. No. 5907 Reorder: Call Tall -Free 1-800-876-6827 4 CAM IRP 1w CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CAt i r-orz-r I ki, County of t`ri+3C-fit. On Ma Y, 3 I 1 qG q before me, j%MN1~Tt;ff Mff--1 14 r N rrAdLATVJ13u C_ , Date Name and Title of Officer {e.g.,"Jane Doe, Notary Public") personally appeared personally known to me — OR — proved to me on the basis of satisfactory evidence to be the personal whose nameW is/a" subscribed to the within instrument and acknowledged to me that he/s executed the same in his/weir authorized capacity0eaj, and that by his/HeHhtetr signature(&) on the instrument the person($), or the entity upon behalf of which the person(s) acted, ANNETrE I. MEJIA executed the instrument. Commission # 1078245 vz : Notary Public — California WITNESS my hand and official seal. Orange County 11 My Comm. Expires Nov 19, 1999 fy;6 Signature of—Notary'13ublic OPTIONAL Though the information below is not required by law, it may prove valuable to persons retying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: AFEi PA, V I T- OF— PcCGLPT?Pr--CC Document Date: .5;. 1a Signer(s) Other Than Named Above: Capacity(4%) Claimed bye rSigner(s) t t- Signer's Name: ILL Individual Corporate Officer Title(s): Partner — Limited Attorney -in -Fact Trustee General Guardian or Conservator - Other: Top of thumb here Signer Is Representing: Pus ge-sr 69pf0gkm Ltd Number of Pages: I gner's Name: n idual Corp to Officer a T i tle' s Partner — Attorney -in -I Trustee Guardian or Other: Limited General Signer Is Representing: 0 1994 National Notary Association • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7184 Prod. No. 5907 Reorder: Call Toll -Free 1-800-876-6827 IF Memo To: Ann Lungu From: Carrie Engevik CC: Date: 05/05/99 Re: Affidavit of Acceptance; Gateway Lot 22; Planning Commission Resolution No. 99-10 for Development Review No. 98-15(1) Enclosed is the fully -executed and notarized Affidavit of Acceptance for the above -referenced matter. 11 K14, 4a 1 Enclosure 0 Page 1 141110ND gill r; NOTICE OF DETERMINATION TO: PUBLIC SERVICES DIVISION OF THE COUNTY CLERK County Courthouse, Room 1007, 12400 E. Imperial Hwy., Norwalk, CACI_ CITY OF DIAMOND BAR 21660 E. COPLEY DRIVE DIAMOND BAR, CA 91765 FILED JUN 2 31999 B, MCGORMACK, WUN I Y CLERK Project Title ( J. MOR-Ul, State Clearinghouse Number Contact Person Area Code/Number/Extension Ifsubrai dtoClearinghouse) N/A Project Location: 21810 E. Copley Drive, Diamond Bar, CA 91765 (Lot 22, Tract No. 39679) Project Description: Development iteview No. 9845(111) and Variance No. 99-I (pursuant to Code Section Chapters 22.48 and 22.54) is a request to revise a project approved by the Planning Commission on January 26, 1999. The approved project permits the construction of a two-story office building of approximately 56,600 square feet on a vacant lot within Gateway Corporate Center. The Variance request (a revision to the Planning Commission approval) is to construct crib type retaining walls varying in height with a maximum height of approximately 13 feet which exceeds the allowable six-foot height. The retaining walls will be utilized to expand the buildable pad in order to provide more parking spaces. Findings of Exemption attach as necessary): This is to advise that the City of Diamond Bar has approved the above described project on April 13, 1999 and has made the following determinations regarding the above described project: The project _ will, X will not have a significant effect on the environment. 2. An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA. X Addendum to Negative Declaration No. 98-5 was prepared for this project pursuant to the provisions of CEQA. 3. Mitigation measures — were, X were not made a condition of the approval of the project. 4. A statement of Overriding Considerations _ was, X was not adopted for this project. 5. Categorically Exempt under CEQA Section The EIR or Negative Declaration and record of project approval may be examined at 21660 East Copley Drive, Suite 190, Diamond Bar, CA 91765. Date Received for Filing and Posting at OPR: YJ' mil// Date_`{ s Ann Y. Lungu, , ssod a Pl er JUN ptn CITY OF DIAMOZ BAR' 2 1999 21660 E. Copley Dr. #190 UNT1.4 JUL 2 3 18N Diamond Bar, CA 91765— 909) 396-5676 CLF-AK da\ nod\Uoc y . is . { n: M I' ri(llTw M CITY OF DIAMOND BAR 21660 E. COPLEY DRIVE DIAMOND BAR, CA 91765 xraa,ccA Jag9 CALIFORNIA DEPARTMENT OF FISH AND GAME JUN 2 3 1999 CERTIFICATE OF FEE EXEMPTION vu y ui(K De Minimis Impact Finding DE?MY p g G. "M LA Proiect Title/T --cation (include coun_W: 21810 E. Copley Drive, Diamond Bar, CA 91765 (Lot 22, Tract No. 39679) LOS ANGELES COUNTY Project Description: Development Review No. 98-15(1) and Variance No. 99-1(pursuant to Code Section Chapters 22.48 and 22.54) is a request to revise a project approved by the Planning Commission on January 26, 1999. The approved project permits the construction of a two-story office building of approximately 56,600 square feet on a vacant lot within Gateway Corporate Center. The Variance request (a revision to the Planning Commission approval) is to construct crib type retaining walls varying in height with a maximum height of approximately 13 feet which exceeds the allowable six-foot height. The retaining walls will be utilized to expand the buildable pad in order to provide more parking spaces. Findings of Exemption: Pursuant to the provisions of the California Environmental Quality Act (CEQA), the City prepared and adopted Negative Declaration No. 98-5 for the approved project. Pursuant to CEQA Section 15164, an Addendum to adopted Negative Declaration No. 98-5 has been prepared for the revision request. Further public review is not required. Certification: I hereby certify that the public agency has made the above finding and that the project will not individually or cumulatively have an adverse effect on wildlife resources, as defined in Section 711.2 of the Fish and Game Code. A. Lun Associate Planner City of Diamond Bar Date Y dAWniinisUoo CD a D 0 9 tD U 0 6705JEFFREYE. HILL, JR. 1221 P. O. BOX 17478 - ANAHEIM, CA 928e h14` 8$50 RATE 9 Ii TO ORDER O _ h t. DouARc 8 r.. WELLS FARGO BANK ANAHEIM HILLS OFFICE 5M E. SANTA ANA"CANYON -. r- A- • ANAHEIM. CA 92807 IMr 67 Foil P luu t. !a l am A 583 2.76i1' PART 3 - DETERIVIINATION To be completed by Lead Agency On the basis of this initial evaluation: Project Number: DR 98-15 (1) & Var 99-1 I find that the proposed project revision COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. X I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because the MITIGATION MEASURES described on an attached sheet have been added to the project. A NEGATIVE DECLARATION will be prepared. I find that the proposed project MAY have significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. I find that the proposed project MAY have a significant effect(s) on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets, if the effect is a "potentially significant impact" OR "potentially significant unless mitigated." An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. I find that although the proposed project could have a significant effect on the environment, there WILL NOT be a significant effect in this case because all potentially significant effects (a) have been analyzed adequately in an earlier EIR pursuant to applicable standards and (b) have been avoided or mitigated pursuant to that earlier EIR, including revisions or mitigation measures that are imposed upon the proposed project. 4.March 19 1999 S' na r Date Ann J. Lungu 5 D;\ANNNNEG DECSIDR9&15(1) & VAR99-1. ND ADDENDUM..DGC Y2209 ACKNOWLEDGEMENT OF RECEIPT STATE OF CALIFORNIA COUNTY OF LOS ANGELES CITY OF DIAMOND BAR PLANNING COADUSSION RESOLUTION NO. 99-03 This acknowledges receipt of a certified copy of the above -referenced Planning Commission Resolution No. 99-03 Print Name Address 1036 S e. -`O City, State. 7rv,ne , C + Signature L Witnessed By: Z:ISPACES_1\24el Allstate Aemode 'Lot P2,11-0 dwg rr'a Mar 111I:2C 42 2U:;' Parki#.ects i A 4 a Mg ao ( n z a 0 Q) rrt r- Itt n r r- O _ 71 r M rn M C- r'' `• - ra C) ,,, t x "I c Ck to to C D rr; f..y Z < O r- ,:.';. j mD yC00,; v O(n-"' T 10 w I b ron OC U1 ri1 V T," 5 ri Z 1p r : M: 0 to o rn z m oa D N CD CD CDCD O rt m m O O cn -- C 3 m H ry a CyI N I o r\) 4 1- DO O CO Z rZ z G) C/) cn C) 71 K p MZ M m C I Z M. F-o OP X(, 4O T1 D NJ - u v D Z Q) (-) ZCO n°) V Z M - 0 r) U7 K - D D M 0 : u v) K D ZU 4 70 F1 iT! 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C -4 C7 n 0 D m C7 Z Z1 < 0 DzrTr rTr ETI D Z r 0_ DZ] i r- n r- )>0 ;u O AC m \ z CrAD D r O OZ ZMO rr, ;L7> Or x0 n MOO C)I Z T1OOC0 - m M C rn Q n m =>0 zx U'rj0 00 Do Z}I r'I ;0 n 2n >n x M M n z ; C rnr M rn FX y 3 _ `-I Ors rn rTr, =Z D0 O0 K X -Z X- ZV- I Z rx z000 - 0z zM O x G7 o D = U' 0 Z n , Z r- C rn rn OOP Oa => 0 M Z .i0J0 D nD ° !" 1 CSC >ZQ R'={ M ZD M r'r rn- OO o D -uZ rD-crn ox O mr rmf occain0 o a- n r> rn\ MO m n O 0 O> Dom' 0 ETrx rm rn Zm C)x OM p0 c Cn ;Q7 rn 0 o z rn 000 z u ;u r'r rn l D_ m r t tn Q * r E D ,C yZ O rn0 0 ZZ) m M cn D M M rrrr c ray rrr -! ' > Z 0 n n rC i D Om Mm m + - 4 rrrI rn O D rxn O ED Z O a rr*i r< O OD nD Y 0 ZD 00 0 rn*t Orn Di ZM0 C) Z z M S ` f l 0 m iI K . X 3o O C rn C _ r'1 O -i Z x CJ 0 0 :U Z > n C17 rTi 0 O n `2 zLf) 0 vn rn 2g< MM -<M D M r-r-rr- r0 C JDC) -I n m M oZ rn O M ©Z z > cr/r _ 0 coo c- z0 0 v' z.... x n r- a C- -0 0© rn D rriCA O D C) X z Z O0 Mo Z M z n z Z n O r- ; O Orn ;U c r n V1 O M Z x M rrr n-i M D X Z 0 c 0 7-1 Z Dr- i7 M M O Z jj mM it t) G ri ir'i Zrn*rm 0 ( nO C) 0 Cl3 J=jZ--iMxxz M5 -- IQ>UjMCn00 2 C 19" u- z M a z 0 n Z D N Z r O 1K r o I z Z O C-) nco n 4AIlLF) 01 MaMM z 0 Z} m z c oM0 M 3 o 0 rn DO nC Mn O M 0 M z Q V ) a M C) 79 0 rz V z 0 4 M V ) 0 L M C) i Z: 1SPACES- 1\2481 Allstate Remodel Lot 22\11I123.0wg Tue Mai• 28 O8: 13.-1O 2000 Parkztects q 0 m n z -v 0 I:,-oxoo;uo r-- > {n z ---1 p z O ZD.. 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WEIGHT: size 16' 21' 273 45 Ibs. 54 IDs. 77 Ibs. PROJECTED AREA OA. sqAreFa4 Size 16' 21' 27' YOWL: MUM 1.a0 2.00 3.00 1 Fixture 1.36 2.08 3,65 2 FixtUreS 2.72 4.16 7.30 3 @ 906 4.0 6-24 11.0 3 @ 1204 4"5 6.75 11.5 4 @ 90' 4.5 6.75 11.5 MAXIMUM LAMP WATTAGE: Size ion 21' 27' HPS 150W 40OW 1000W MH 175W 40OW 1000W Z Design SL A {Shown with Standard arm. Specify LA for long arm.) 8.25 CasraWmMu n I 238 - !r. W D. D0. D. M0 m or 9pwrn D0176 Rye co pre a Cast tom, Design SLY p plate 10 be welded to top of Ordering Information; SL 21 VS HPS 400 120 CR "LX - -_ ORDERING EXAMPLE: SL-21-VS-HPS-400-120-CR-LX- - - L sltaN J SIZE IDiagramatrightdescibessequenceinINSexample.) t11GTAlAI tttn This example illustrates the atanderd ordering sequence" Each pan of the ordering number is chosen from the appropriate column in the ordering chaa below. The number in 010 example designates a design SL arm -mounted fixture with standard arm, 21' size, with Type VS distribulion, 400 Walt HPS Iamp,120 volts, with housing finished in Carnival Red enamel, with opfionai Vandal 0 Resistant Shield, but withorlt oplianat trim. (For pole ordering information, see calatog") LAMP TYPE ' LAMP WATTAGE - PRIMARY BALLAST VOLTAGE HOUSING FINISH OPTIONS TRIM STYLE - - TRIM COLOR --- rSIGN SIZE DISTRIBUTIONLAMP VOLTS SL 16 VS, S 70W * 7OW . 12D Y01l"NG: (Specify Tenon dimensions) SLY !, III 100W * 10DW * 208 K Swivel IGtuckleF15OW * 150W *t 240 MAP$ over 2'1' OD ierran} 175W * 277 CWB Cast Wall Bracket 21 VS, S MW 25OW 480 LA Long Arm for 2 @ 90', 3 or 4 1,111 40OW 40OW TPH-SLY Tenon AdapterF ELECTRICAL: 27 VS VR 75OW 1000W P CT Photo cell and recepiacle III, F 1000W FO Single fusing 120V1277V 175W and smaller use medium base sachets - not available in 460 V" FOO Double fusing up to 46oV f ISOW MH uses Venture lamp whh 175W MH Ballast FDFO Double fusing 208V1240V Thematic Trim Options: Mcunling Options. OPTICAL: LX Vandal 2sistard ShieldK- r Swivel HSS House Side Shield Knuckle CL Convex temDe red glass lens toOptional 2I' amy FINISH: AC Aged Copper CW9 cast wall •5K Slack CL Coral Bracket 'OW Bowie Whim CR Camival Red i •DB 313 Bronre MG HartW Green TPH Si Y 'FG Fashion Grey In Interstate oiue Tenon 'SL Silver RW Rose"od CA - Caplain CO - Colonial CR -Corinthian Renaissance RO - Roman Mounting SG Seafoam Green Ada"' StarKiarclCOfors gg SandstoneS €Ci WA DIvr.gW u4 JJI Lighl•wq Gmup, . • Mr- 115(i AtaErusc nw F aav Gn Part. iL 60101 VVVYYYVVV/ LIaL Pilaw (847 451-0040 Fay (8471 dS1 &rc,a1'; xa-99 IO_30A P.02 Memorandum Date_ May 27, 1999 Subject: HOLIVE SIDE SHIELD IN THE QUALITY SL21 FIXTURE From: MARK MARlNCOVICH CALWORNIA UCKTiNG SALE-s RE WAIL i THIS FIXTURE HAS THE ABILITY TO HAVE A HOUSE SIDE SHIELD WHICH COMES AS A BLACK PAINTIb SEGMENT ON THE RrzrLECTOR. THIS IS NOT PRACTICLE TO DETAIL IN A DRAWING. THIS MEMO IS TO VERIFY TO YOU THAT IT DOES EXIST ANb CAN BE ORDERED AS SUCH. 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N DC OO00000 L300000 4 1 ID 03 4C 3D33D r C r_0- 0 1 O D C - D C P--+ a 000 1 r ixMZXM MX -DX'C---+- f D D +-i r-i r-" U M M Z Z I Z r3D33D 1 11 kl iT1-A- 1 1 M CC1CCCl I Z 3 M 3 3 f Tl 3 ,D /-U ,D r 0 0 1 C\\ M-oMZ7-0 1 DC1 T1D D I w — F-- F n n n m --j n n i F- M Z Z I D H 1 D Z D Cl I r; l CC v)-<Z-<d I 11 MOM 1 a 11 11 Ulo n -DTl 1 N CY)w Kw-i MwZ i Zo$4 D OZVr'1©-1 r COrIN70 1 DN Ni70z r It -D 11 r 3 D r D Cl" Z o D © z II 11 rTl Z rrl M -- 0 CD CD h -h h c+ D . M 7\ D M ru Z Z M 0 M D n n Z! 0 0 D :: m' C C r bd D r 3 F9 D r C1 O N r rr r N A r M r I C4 V) ry n rU fU o o t W u r I C) o r'O z l CDz 3 o Z DCDZ C1 Di--, rrl Cl d L r V N 2 Jl * o2 Cl Fn 3 0 o 0 C> o o C 3 0 0 o M 3 < o o a WHEN ETGNG 04i3ol1999 18:08:52 45919 E1.0 Photometric Site Plen-dw9 Project: Project #: To Attention We Transmit: For your: Allstate - Diamond Bar (Lot-22) Architecture Space Planning interior Design TRANSMITTAL 2424.01 19732 MacArthur Blvd, Suite 150, Irvine, CA 92612 TEt_:714-724-1499 FAX:714-724-1877 City of Diamond Bar Bldg. & Safety 21660 E. Copley Dr. #190 Diamond Bar, CA. 91765 Ann Lungu Phone: (909) 396-5676 herewith -per your request under separate cover via approvalreview -use record The Following: -drawings =shop drawings =samples =diso Copies Date Revision No. Description 1 set 4130/99 Partition plan, TI-1 (all -floors)- Telelelectrical plan, TI-3 (all floors) Comments: Ann, Per your request, please find the partition and telelelectrical plans for your use. Tony o: wl enclosures wl enclosures LLSPACES 2WASTEMURTRAN Architect's Project no: 2424.01 By: Grace Skandalislts Vice President 7 AtfS_1 2424 ALLSTATE LM22\27i123.dwg Fri Apr 09 14:OA:39 1999 ParK tPCts 9 0 rl 0 Z -u (-) muxooxo Du7ZJ---aOZ Q 1mmzD.. 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