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HomeMy WebLinkAbout11/01/2005Gity Council Agenda Tuesday, November 1, 2005 5:30 p.m. — Study Session — CC -8 6:30 p.m. - Regular Meeting The Government Center South Coast Air Quality Management District/ Main Auditorium 21865 Copley Drive Diamond Bar, CA 91765 Mayor Wen Chang Mayor ProTem Debby O'Connor Council Member Carol Herrera Council Member Jack Tanaka Council Member Bob Zirbes City Manager Linda C. Lowry City Attorney Michael Jenkins City Clerk Linda C. Lowry Copies of staff reports or other written documentation relating to agenda items are on file in the Office of the City Clerk, and are available for public inspection. If you have questions regarding an agenda item, please contact the City Clerk at (909) 839-7010 during regular business hours. In an effort to comply with the requirements of Title II of the Americans with Disabilities Act of 1990, the City of Diamond Bar requires that any person in need of any type of special equipment, assistance or accommodation(s) in order to communicate at a City public meeting, must inform the City Clerk a minimum of 72 hours prior to the scheduled meeting. Please refrain from smoking, eating or drinking in the Council Chambers. The Cite of Diamond Bar uses recycled paper and encourages you to do the same. DIAMOND BAR CITY COUNCIL MEETING RULES Welcome to the meeting of the Diamond Bar City Council. Meetings of the Diamond Bar City Council are open to the public and are cablecast live on Channel 3. You are invited to attend and participate. PUBLIC INPUT Members of the public may address the Council on any item of business on the agenda during the time the item is taken up by the Council. In addition, members of the public may, during the Public Comment period, address the Council on any consent calendar item or any matter not on the agenda and within the Council's subject matter jurisdiction. Persons wishing to speak should submit a speaker slip to the City Clerk. Any material to be submitted to the City Council at the meeting should be submitted through the City Clerk. Speakers are limited to five minutes per agenda item, unless the Mayor determines otherwise. The Mayor may adjust this time limit depending on the number of people wishing to speak, the complexity of the matter, the length of the agenda, the hour and any other relevant consideration. Speakers may address the Council only once on an agenda item, except during public hearings, when the applicant/appellant may be afforded a rebuttal. Public comments must be directed to the City Council. Behavior that disrupts the orderly conduct of the meeting may result in the speaker being removed from the Council chambers. INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COUNCIL Agendas for regular City Council meetings are available 72 hours prior to the meeting and are posted in the City's regular potting locations, on DBTV Channel 3, and on the City's website at www.ci.diamond-bar.ca.us. A full agenda packet is available for review during the meeting, in the foyer just outside the Council chambers. The City Council may take action on any item listed on the agenda. ACCOMMODATIONS FOR THE DISABLED A cordless microphone is available for those persons with mobility impairments who cannot access the podium in order to make a public comment. Sign language interpretation is available by providing the City Clerk three business days' notice in advance of a meeting. Please telephone (909) 839-7000 between 7:30 a.m. and 5:30 p.m. Monday through Thursday and 7:30 a.m. to 4:30 p.m. on Fridays. HELPFUL PHONE NUMBERS Copies of agendas, rules of the Council, Cassette/Video tapes of meetings: (909) 839-7010 Computer access to agendas: www.ci.diamond-bar.ca.us General information: (909) 839-7000 1 CITY OF DIAMOND BAR CITY COUNCIL AGENDA November 1, 2005 Next Resolution No. 2005-57 Next Ordinance No. 10(2005) STUDY SESSION: 5:30 p.m., Room CC -8 ► Citywide Wireless Project ► Information on Country Hills Town Center Public Comments CALL TO ORDER: 6:30 p.m. PLEDGE OF ALLEGIANCE: Mayor INVOCATION: Pastor Bob Stebe Northminister Presbyterian Church ROLL CALL: Council Members Herrera, Tanaka, Zirbes, Mayor Pro Tem O'Connor, Mayor Chang APPROVAL OF AGENDA: Mayor SPECIAL PRESENTATIONS, CERTIFICATES, PROCLAMATIONS: 1.1 Presentation of Certificate of Recognition to Kathleen Newe, named "Community Hero" at the Los Angeles County Fair. BUSINESS OF THE MONTH: 1.2 Presentation of City Tile to Mark Brownstein, Bryan Carmach and Peter Horner, owners of the McDonald's at 21095 Golden Spgs. Dr. and 205 S. Diamond Bar Blvd., Business of the Month, November, 2005 and display of Business of the Month presentation. 2. CITY MANAGER REPORTS AND RECOMMENDATIONS: NOVEMBER 1, 2005 PAGE 2 3. PUBLIC COMMENTS: "Public Comments" is the time reserved on each regular meeting agenda to provide an opportunity for members of the public to directly address the Council on Consent Calendar items or matters of interest to the public that are not already scheduled for consideration on this agenda. Although the City Council values your comments, pursuant to the Brown Act, the Council generally cannot take any action on items not listed on the posted agenda. Please complete a Speaker's Card and give it to the City Clerk (completion of this form is voluntary) There is a five-minute maximum time limit when addressing the City Council 4. RESPONSE TO PUBLIC COMMENT: Under the Brown Act, members of the City Council may briefly respond to public comments but no extended discussion and no action on such matters may take place. 5. SCHEDULE OF FUTURE EVENTS: 5.1 PUBLIC SAFETY COMMITTEE MEETING — November 7, 2005 — 7:00 p.m., Diamond Bar/Walnut Sheriff Station, 21695 Valley Blvd. Walnut 5.2 ELECTION DAY — November 8, 2005 — Polls open 7:00 a.m. to 8:00 p.m. 5.3 VETERAN'S DAY RECOGNITION CEREMONY— November8, 2005 —9:00 a.m., D.B. Center Grandview Ballroom, 1600 S. Grand Ave. 5.4 PLANNING COMMISSION MEETING — November 8, 2005 — 7:00 p.m., Auditorium, AQMD/Government Center, 21865 Copley Dr. 5.5 TRAFFIC AND TRANSPORTATION COMMISSION —November 10, 2005- 7:00 p.m., Hearing Board Room, AQMD/Government Center, 21865 Copley Dr. 5.6 VETERAN'S DAY— November 11, 2005 -City Offices will be closed. Offices will reopen on Monday, November 14, 2005. 5.7 CITY COUNCIL MEETING — November 15, 2005 — 6:30 p.m., Auditorium, AQMD/Government Center, 21865 Copley Dr. 6. CONSENT CALENDAR: 6.1 City Council Minutes: 6.1.1 Study Session of October 4, 2005 - Approve as submitted. 6.1.2 Study Session of October 18, 2005 — Approve as submitted. 6.1.3 Regular Meeting of October 18, 2005 — Approve as submitted. 6.2 Ratification of Check Register — Containing Checks Dated October 14, 2005 through October 27, 2005 in the amount of $1,763,438.84. NOVEMBER 1, 2005 PAGE 3 6.3 Approve Treasurer's Statement - Month of September, 2005 6.4 Adopt Resolution No. 2005 -XX: Approving the Application for Grant Funds in the Amount of $45,000 for the California Environmental Protection Agency Integrated Waste Management Board Tire -Derived Product (TDP) Grant Program to Provide Resilient Playground Surfacing as a Component of the Paul C. Grow Park and Sycamore Canyon Park Playground Projects. Recommended Action: Adopt. Requested by: Community Services Division 6.5 Award of Contract to RJM Design Group for Design of Parkway Improvements and Pantera Park Restroom/Storage Building in the Amount of $65,153, Plus a Contingency Amount of $6,000 for a Total Authorization of $71,153. Recommended Action: Award. Requested by: Community Services Division 6.6 Approve Grant of Easement to New Cingular Wireless PCS, LLC, for Use of Existing City Owned Access Road to the Eastgate Water Tank Site. Recommended Action: Approve and Authorize City Manager to execute Grant of Easement. Requested by: Community Development Division 6.7 Adopt Resolution No. 2005 -XX: Establishing Salary Ranges for all Classes of Employment Effective November 1, 2005 and April 1, 2006 and Rescinding Resolution No. 2005-35 in Its Entirety in Order to Implement Salary Adjustments for the Assistant City Manager. Recommended Action: Adopt. Requested by: City Manager 7. PUBLIC HEARINGS: None NOVEMBER 1, 2005 PAGE 4 8. COUNCIL CONSIDERATION: 8.1 Adopt Resolution No. 2005 -XX: Delegating to the City Manager or her designee the Duties of Making a Finding of Public Convenience and Necessity to Warrant the Issuance of a Liquor License. Recommended Action: Adopt. Requested by: Community Development Division 9. COUNCIL SUB -COMMITTEE REPORTS/COUNCIL MEMBER COMMENTS: 10. ADJOURNMENT: STUDY SESSION NO. 1 POWER POINT PRESENTATION E. B. White (1899-1985), Author. Sabbath Morn (February, 1939). Reprinted in "One Man's Essay," 1942. ■ "I live in a strictly rural community, and people here �2� speak of ((The Radio)> in the large sense, with an over meaning. When they say <The Radio)> they don't mean a cabinet, an electrical phenomenon, or a man in a studio, they refer to a pervading and somewhat godlike presence which has come into - - their lives and homes. It is a mighty attractive idol." 1 Could ((The Radio)) be replaced with the word INTERNET? Is that what the INTERNET has become in this day and age? -" �'' am" c z 1�. Noe 1 Now Famous quotes S j ■ "The Internet is Everything and Broadband is the Key„ --anon. Really? ... Is it? tC4 `3n, + 3 i What is Broadband ■ From Dictionary.com: adj: of or relating to or being a .` communications network in which the bandwidth can be divided and shared by multiple simultaneous signals (as for voice or data or video) adj: responding to or operating at a wide band of frequencies 4 2 N How is Public Sector Service delivery Changing due to Broadband? IMEM 3 i i' MEN g'• ,., I� '➢i i�jI /I�Y ��'�i'YF'. i hfll'i� ' � lii ',ii rl'. 3 ` , ? i l` 5 e 5 ' Nulli-tvbdal Wough Virtual Government $ervice $IrucGve Bricks 8 MMar inlrcdrelion N e- (serrice �emment an ere/an 'me �r$aNzatlenal Evdvirg Nefvraked Seamless $truo(are' Silo Agendes paMershdps $ernces CarrsHlvaNs Sae Citizens EvdNrg Cuslwners ps Customers Knowiad$e. CenValized Mamalion Shann9 tkhveStlt9we s °( $Guttate: Monnalion Owner Dorrinate iy4efarchical PaNcipalive NiaPtive MaaaearreM Siyfe. P dmNe Tmefiam Yll( Y9(m 2CO3lax'^rd What are our choices ■ Currently the franchise agreement with Adelphia has a requirement that every residence in the City have cable service *' available. Adelphia currently offers High '7 - ;r Speed Cable Broadband access at a rate of $42.50 for Basic internet to Premier = High -Speed Internet priced at $59.95 http•//adelphia com/hiah speed internet/pl premier.cfm ■ However we have NO SUCH requirement for our Businesses and they really have one source for access, and that is Verizon. °'; 3 Other available choices? ■ High Speed: 1. DSL - Verizon (very Limited Service in DB) 2. DirectWay (Satellite Internet, very expensive and at 22 Miles up in space the response can be slow) Non -Broadband access ■ Low Speed (NOT BROADBAND) Dial-up -�' (numerous vendors and low cost) V Anything on the Horizon? ■ Verizon is in a pilot to provide TV to Keller, TX. Started 9/22/05 ■ Verizon has also signed Video Franchise agreements with Murrieta, Apple Valley, and Beaumont (New Development areas... ) So we have Broadband... 10Mw Then what is the problem? ,; . �' ■ Of the @ 16000 households in Diamond Bar only about 3000 currently purchase Broadband access from Adelphia and we receive regular complaints from residents in regards to the price and in some cases the quality of the connection. k ■ The city receives no revenue and has no control on rates and quality of service... I__ 9 10 b7 State of the Union ■ The United States, in terms of access to broadband, has now dropped from #3 in the world to #16. m Broadband Is Too Important to Be Left to Cable -Phone Duopoly Rob Pegoraro of the Washington Post has written an interesting article on why "Broadband Is Too Important to I ` Be Lett to Cable -Phone Duopoly". In the article, he talks ! • "' about why the FCC and Federal Government shouldn't leave the future of broadband internet access to the cable d :� guys or the phone company. He lists the ways that telco and cable companies have "let down their customers": ■ Price ■ Reliability ■ Getting connected ■ Tech support ■ Features I iz C The Triple Play "The Triple Play" is the Holy Grail - that the Cable and Telco's are moving 3-: toward for bundling services. Providing: 1. Voice z. Data Ac s. Video And there is a emerging 4th 1. Mobility 13 Current Triple Play status Currently: 'z Cable can give you Video and Data Telco's can provide Voice and Data But the line is blurring with .. Streaming Video over TeleCo line and Voice over IP (VoIP) for the cable companies. 14 7 City may loose revenue. ■ As this line is blurred due to ' technology the City may loose revenue. ■ We receive no income from the _x cable companies Internet fees ■ We receive no income from the Telecom's for Video service Competitive Advantage is ■ That is the what every business wants. ■ All levels of Government provide that to businesses in exchange for some greater benefit to the ,g population. (i.e. Cable Franchises, Public Utilities, etc.) L 16 M Franchise agreements ■ As you are aware we in Diamond Bar have a Cable Franchise Agreement. ■ We provided a competitive advantage to Adelphia, in exchange for them Building the cable infrastructure for the City. The Cost in today's dollars for them to build this infrastructure would be @ 16 million dollars. t] Do we have any other options besides the Telecom's and Cable Companies? ■ Yes... ■ Wireless Technology has the same ability to cover every home in the City and at a MUCH LOWER cost per "home passed". ■ One type of Wireless Technology is Wil'i whose technical details are covered under the IEEE 802.11 Standard. 18 9 r " Simple MESH Network a �.� ��Nui da d•;Ic usa� - f � e vi E �.. �*y • a "tai ° f�f " a -{ l A14 I IN ix. Why would we do this? ■ Our wireless initiate is driven primarily by the following reasons: • Residents complaints about the high cost of Cable Broadband which is 2-3 times higher than DSL and also double what most of the rest of the world pays for Broadband access • Inability or unwillingness of local Telecom carrier to provide citywide DSL or other high speed services • Desire to protect and maximize Franchise income to City • Desire to help span the "Digital Divide", by providing a low cost "on ramp" to the information super highway • Natural evolution of applications & users towards mobile use • As part of our ongoing commitment to the Education of our youth & community so they can continue to be successful 21 I 12 ■ But Municipal Wireless is not without some challenges... 11 OR Trends K ■ 134% Annual Growth Rate expected 2004-2007 ■ $400M market by 2007 ■ Bandwidth Performance Growth • 1.5mbs NOW (equal to Telecom T-1) • 5mbs by 2007 y - • 10mbs by 2010 • 15mbs by 2015 • With 802.11 n up to 600Mbs 24 liM WiFi Policy Challenges .�� . Protecting local community interests and rights 1i2. Telecom Spending — 15 companies spending over $1M per year each to influence state legislation and some much more 9 . SBC $16.3M, Cablevision $13.5M, Verizon $11.21A, AT&T _ $7.1 M........ Balancing Business Model with "free" service issues VA Spectrum Policy— property model vs. open model Security pry,. . Capital �L Customer Support -who's responsible & how is it provided and at what service level ' zs i. ✓ TM ,x WiFi Pitfalls ■ Understanding the complexity of the environment (Interference, trees, etc.) ■ Economic Goals (Profit) vs. Performance Goals (Speed/Throughput) ■ Deliver speed promised ■ Understanding that this is "short range" Radio (400-800 feet in most cases) ■ Customer premise equipment (Most built-in WiFi technology are LOW power) 26 13 L_ Wireless General Thoughts ■ Point to point solutions are mature, robust and reliable. ■ WiFi has definitely evolved past the enterprise centric, LAN expansion technology it was designed to be. ■ For Municipalities considering hot -spots or hot zones — there are many public/private applications and funding options. ` a WiFi solutions become complex when high - availability, long range ubiquity is desired ■ WiFi occupies an unpredictable, unlicensed spectrum 27 Wireless General Thoughts Continued ■ A vast majority of "Wireless City" case studies: • Contain the word "will' in the press release • Represent a Department (Public Safety, etc.) within a City Instead of a unified municipal approach • Are actually Hot Streets, Hot Zones, or Hot Spots 28 14 Tempe AZ Mobile Communications " Z .�Q 29 What Models are there for providing municipal wireless 'r services? � ■ Public ("For Fee" or "Free") 1 7, z Owned & Operated Owned &Outsourced ■ Public/Private Partnership or Agreements ■ Private 30 k 15 Public owned and operated ■ Public Owned & managed best example is Chaska MN, with @2300 customers being supported by City IS Staff Capital cost was @$900K and they have annual costs around @$250K City is servicing the debt and is revenue neutral with debt service and maintenance. And will be cash flow positive by @$200K per year at the end of the 5 yr debt service In4 i l� Public owned and outsourced ■ Public Owned and outsourced ` " ! best example is ST Cloud, FL. 3" Service is "NO -FEE" to anyone in the service area and the costs are paid by the City general fund, and the Mayor has stated that it pays for itself in improved efficiencies of service and a delay in having 4�0 tohire new staff as they grow. (HP is outsourced vendor) 32 W Public/Private Partnership Built: ■ The best Examples of are NeoReachlwazMetro in Fes; Tempe AZ and coming soon to Chandler AZ and 9 ,3 just announced Sacramento, CA ` ■ Another good example of this concept are the Cities of Santa Clara and Cupertino in Northern California built by MetroFi M Promised to be built: x x ■ EarthLink in Philadelphia and just announced Anaheim ■ An interesting idea is the proposal from Google to the City of San Francisco to be a limited speed "No Fee" service in exchange for Advertising revenue .'§em.. 33 Private owned -" ■ Starbucks & other Coffee houses i ` ■ Brookfield homes has mentioned this for their latest DB development ■ Local Wireless companies with 'N limited service areas such as NextPhase Wireless at http"//www.npwireless.com/ $159.00 and up per month for businesses 34 17 Why have other cities done this? ■ Over the past several years, an increasing number of cities — perhaps as many as a hundred — have set up or are in the process of setting up municipal wireless networks for their citizens. And maybe as many 500-900 have setup Hotspots or HotZones. ■ In some cases, this was because civic leaders felt the region was underserved; in others, the leaders felt that the offered services were too expensive and contributed to the "digital divide," keeping Its citizens from getting jobs and training In the information economy. Deployment Models: Cost, Expense and Revenue 35 iff . -Build a municipal network -totally owned, operated and maintained by the City a . -Install cost -City a . -Operational expense -City . -Revenue -City . -Public/Private partnership -The City installs the network and contracts the operation and maintenance out to a wireless provider . -Install cost -City f . -Operational expense -WISP . -Revenue -Shared c` � resources to entice the construction of a qtr- public network that could be used to deliver municipal services and publicnetwork thatcould a used enhance the community . -Install cost -WISP . -Operational expense -WISP - . -Revenue -WISP :c 36 iff ;ma Deployment Models: Pro's & Con's • Muni -Owned • Declining use of this approach • Cost to fund and maintain • Uncertain business model • Subject to Legislative and Legal challenges • Greater degree of local control (Rates & Service levels) • Possible Source of City revenue • Public Private Partnership/Agreements • Increasing growth in use of this approach • Wide range of options for creating the partnership • Shifts risk to private sector • Loss of control (Rates & Service levels) • Risk of vendor going out of business • Private Owned • No local control (can't avoid this) • "Cherry -pick" prime areas & ignore others 3] 19 Project Economics -Muni Owned w . Preliminary review indicates we are a close match to Chaska and could be expected to perform similarly, and since we have a larger population we have more potential. k Basic numbers (- compiled from Chaska, by ACM Doyle): ^+' . $15 per month would completely service the @900,000 capital cost plus Interest and cover expense over the first 5 years $15 x 2000 users = $30,000 per month t'- Cost to provide Service and provide technology fund reserves @$160,000 Leaving @ the $ ,000 for Debt Service and in the future added revenue t v Yja 38 19 Project Economics - Muni Owned (cont.) ■ Capital required to build: $50,000 to $60,000 range per r=� Square mile ■ Total cost would most likely be in the $750,000 - $900,000 range and annual maintenance cost of $160,000 — 250,000 39 Project Economics —Public/Private agreement City has no out-of-pocket capital expense Wireless Provider responsible for all maintenance and upkeep, including relocation of units as needed Funding for project comes entirely from Service Provider capital. ■ Service agreement provides guaranteed use of Municipal network for life of agreement ■ Service Provider revenue source comes from residential and business subscribers With a 5% Franchise fee, and 2000 Users at $20 per month the City could see $24,000 yr in additional revenue 40 20 Using Light poles to increase Cell phone coverage An important consequence of the National Municipal Wireless Discussion 41 1` ■ Price reductions to consumers in markets with a Municipal wireless service. **If our action caused Adelphia to lower its rate by $10 per month we would have pumped $360,000 back into our residents pockets and the local economy. 42 A 21 �z zo -AWOUOOa leool ay} pue s}a�pod sjuepisaa ano o}ui �oeq 000'09E$`ipedwnd aneq pinonn am gluow aad p�$ Aq a}ea s}i aannol o} eigdlapy pasneo uoi}oe ano 11.,F 'GOINGS ssalaainn ledioiunn e y}inn s}a�aew ui siewnsuoo o} suogonpaa aoiad ■ uoissnosia ssalaaiM ledioiunW leuoileN ay},jo eouenbesuoo juepodwl uv o- y�=``c`$ .yam=✓' l�` c '�izr 1 WiFi Project Goals (Proposed) ` . 1. Enhance the ability for City's public employees and management to serve during an Emergency, through the use of more survivable i communications provided by mesh broadband wireless technology during rr' a disaster, especially if solar powered or solar backed up. r.: applicationsryOby offering free "anywhere" access to 2. Provide ubiquitous wireless broadband coverage over entire 15 sq t miles area of Diamond Bar, including all business. Bar a smart place to be, and the best place to live, work and play v ' . 3. Provide an alternative to DSL and Cable modem For residents of ' Diamond Bar D - . 4. Offer free WiFi service in DB's retail corridors for visitors What does Diamond Bar bring to the table, to attract a partner? 5. Build a border -to -border wireless municipal network that would provide total mobility for Diamond Bar municipal employees Some Vertical Assets (very limited) j =}. �. . 6. Promote usage of the Diamond Bar City Website and E -Government r.: applicationsryOby offering free "anywhere" access to www CiIT) amondear.aov Personnel — IS & GIS Staff 7. Promote economic development in Diamond Bar by making Diamond Bar a smart place to be, and the best place to live, work and play ■ 2. Local Control- Zoning and Permitting 49 W__M Assistance x What does Diamond Bar bring to the table, to attract a partner? 44 22 Physical Assets: ■ 1. Some Vertical Assets (very limited) j =}. ■ 2. GIS Mapping (New, so limited) r.: Non -Physical Assets: ■ 1. Personnel — IS & GIS Staff ■ 2. Local Control- Zoning and Permitting Assistance ■ 3. Information — Demographics, etc. ■ 4. Community Influence— Press release, media, public information staff, web site links ty K Y 44 22 What challenges does Diamond Bar face in providing a citywide Municipal Wireless network? ■ 1. Vertical Asset ownership (So. Cal. Edison, County & City) ■ 2. Power — PUC Tariff issues (May be overcome by Solar if needed) v; ■ 3. Lack of Dark fiber or conduit, for backhaul. (Telco and Cable Ak company can provide.) 45 23 s� ■ What is Diamond Bar's current .j and planned usage of wireless technologies if we don't move forward with a Municipal WiFi network??? 4] Existing Wireless n� ■ 1. Traffic Signal communication between signals within an intersection 48 24 Planned Wireless project ■ 1. Wireless enabling AQMD Auditorium and CC -8 ■ 2. Hotspot at DBC — (on hold pending Muni -wide project) ■ 1 Satellite Communications at CH and Mobile Sat Phones for Emergency Operations ■ 4. CellPhone— coverageincrease ■ 5. More Wireless Traffic Signal Control where Fiber does not exist ■ 6. Possible - Large Truck Traffic control via automated surveillance and enforcement, such as IBM has developed for Sweden. N P 49 Next Steps The key next step is to determine the ownership and then determining the likelihood of being able to cost effectively access ( I the Light poles within the City for both WiFi and Cell usage. ' 3 The option to make a choice of which type of City Wide Wireless network - for Public Safety, Municipal efficiency or Public or ' E Private Service - is moot without the Vertical Assets to hang the " radios on. After that the next road block will be the Power to the units and this may require PUC approval (18 months) or we may go with a Solar Powered option to avoid this all together Develop a Dark Fiber or Dark Conduit policy on new 1� .. developments ■ Based on what you have seen, are there areas or topics you would like more information on? 4 s0 25 A ■ Additional Resources and information 5, '" . The Best Site: WE —general information on various 51 ' M//www.muniwi[eless.com municipal wireless projects i Other Good Sites: htto'//www.wirelessahiladelohia.Com—Wireless Philadelphia Web site htto'//www wisconsingov/state/core/wirelesshtml—Wireless Wisconsin Web site htt,.Hblo .case.eduhI 8l2005/08/16/desi nin a metro olitan s trate for wireless in cleveland — Municipal wireless in Cleve and, Ohio htt :/Aw ,.miamibeachfi. ov/wifitwifi main.as —Municipal wireless in Miami Beach, Florida htto'//www civitium com/states shtml — list of municipal wireless legislation htto'//bailer com/barriers html — more detailed information on municipal wireless legislation h»�//www informit com/articles/article aso�o=386973 — previous coverage on the Philadelphia situation hh�//www inLrmit.com/aasp?p=393263 — previous coverage by the Wharton School 52 99 LZ 9s IWOY553TitlIMIN1IW)Ltlwttlt3NtltlW 3NLJ033tlt555313tlIM iWtlINl1W SOOZ �3n11os 6uipuadS sae sa }!o jeyM Cs ;9uja;u1 oi;gnd;o ain;eN pa;aauuoaaa;u/ pue uado ag; a;ovoid pue a JOGOJd SOICOuud MON -730-4 slap!nad lualooa pue 'siapinwd GOINGS pue uopeoi!dde 'siap!no#d 4..16u B.". uoggadwoo of pappus we ..,1 vawnsuoo (b) pue :Hiomgau ao!oya 841 wiey lou op 1941 sao!nap!e6al to -1a411oauuoa of papgua we siewnsuoo (E) yuawawolue mel to spaau ay# of loafgns 00100 .11914110 saolmes pue suopeo!ldde um of pa!lgue . ale siauinsuoo (y) :ao!oyo na4110 lualuoo lawalu! !nlmel aql ss000e of papgua ale 5J2wnsuoa (1) :lawalul opgnd to amleu pa#oauuooialul pue uado ay# alauad pue omasaid pue #uawAolIdep puegpemq a6emooua of saldlaupd mol sou!pno ley# 6o!lod appaldope luawaleis 6epol uo!sslwwoo suogeo!unwwoo lejapaj ayl—'0'0 'uol6ulyseM luawa6euew �!�omlau apeuoseai of laafgns ale sald!oupd asa41 "saglnpoe a � 10 IIV 6u!jew opod 6u!obuo sll olui soldpuud osayi alwodioom ; p!m 1!'pudai s!yl In sa!w ldope lou pp uo!sslwwo0 ay] y6noypy 'luawaleis a 6umssi weepy uew!eyo y1!m'u!alslapV� pug 'sddoo'6ylewagy'ulileW siauo!ssrwwop'u!pepy uewneyo(pg!. -50 00j) luawalelS 6o!lod Rq 'SOOZ '9 #sn6ny uo!ss!wwop ay; Aq uo.13 . , ;9uja;u1 oi;gnd;o ain;eN pa;aauuoaaa;u/ pue uado ag; a;ovoid pue a JOGOJd SOICOuud MON -730-4 What Applications: Current/Future -Police "jF' • l —Upoading reports / Downloading a; g graphics /Access to email _ • —ACIC / NCIC access from patrol car or beat += . —Special Event communications and monitoring • —On -the -Fly Incident Command Center setup .Fire On -scene cameras and Telemedicassistance • —GIS information on Trucks . —Hazardous materials database access �,`'•, _ . —Tmffic intersection cameras '.�1. • •Water Utilities . —Well and tank monitoring (SCADA) . —Security Cameras . —Meter reading . —GIS information available in field . —Hansen infrastructure inventory and service ticket Updates live Applications: Continued l � i, . -Public Works -Access to GIS data in the field ` • -Fleet management (AVL) =' �, • -Trash Truck Cameras . -Bus Stop/ Light rail kiosks -^ - • -Signal light control and cameras • -Parks maintenance /Ball field fighting . -Development Services . -Building inspections and field reports : L'•.� • -Code Compliance and inspections 15 . -Submit applications and print permits in the field y. . •General Government . -Network access for Sales Tax Auditors . -Inventory and work -order access for Technicians . -Telecommuting from anywhere • -Off site meeting rooms 56 55 W s � ff } Key lessons Learned: From Tempe AZ (Dave Heck, Assistant CIO) • —It was difficult for a WISP to see the vision of "build it and they will come". Hopefully we have changed that! • —Light pole ownership is critical to the success of a City rolling out Mesh technology, especially if you wish to leverage your assets in the negotiation of service. • —Having up-to-date GIS information regarding your City infrastructure readily available will speed the design process. • —Including aproposed contract in the RFP speeds up the finalization of the agreement. All of the major terms and conditions have already been agreed to. • —Support from the Mayor and Council is not only critical for success, but helps greatly to unify City Departments that need to cooperate in the logistics of deployment. S! ■ At 13-15 Miles up it has better latency than Satellites but it is an unproven technology and "would you want a Blimp over your house" ? ■ Must be a joke, right? 59 29 Prepared for the City of Diamond Bar City Council 11/1/2005 By: Ken Desforges, IS Director With assistance from IS Staff- Isaac Aziz and Alfredo Ectevez We gratefully acknowledge all of those who want before us and blazed a trail for us to follow. Special Thanks to: Esme Vest from www.Muniwirelesacom for her tireless energy and her wonderful conference. Digital Cities and their informative Convention MISAC for taking a leading role in education and the national debate NetLogix N.APhase Wireless MobileProfNeoreachANazMetm Metr l'i And all the other much appreciated and un+amed vendors and staff from numerous Municipal entities I have mel along this journey. so 30 INTEROFFICE MEMORANDUM Study Session No. 2 -1- DIAMOND BAR COMMUNITY & DEVELOPMENT SERVICES PLANNING DIVISION TO: Honorable Mayor and Members of the FROM: Nancy Fong, AICP, Planning Manage) DATE: October 28, 2005 VIA: Linda Lowry, City Manager SUBEJCT: Country Hills Towne Center The Planning Commission reviewed and received testimony on the Country Hills Towne Center project at a public hearing on October 25, 2005. At the request of the applicant, the Planning Commission continued the public hearing to November 8, 2005. A study session with the City Council regarding the development proposal of the project is scheduled on November 1, 2005. Attached are copies of the development plans and the proposed mitigated negative declaration for your review. The project includes two new buildings totaling over 60,000 square feet, which requires environmental review (Mitigated Negative Declaration). The project has been noticed as a public hearing before the City Council on November 15, 2005, however, staff will be requesting the City Council continue the project to December 6, 2005. attachment SITE VICINITY MAP nB wic nursFar+6Aco �_—... _<ll.5110.CI1F6 W1IHN OD z se naysF WATER CLOSETS 1AVATORIES 7ONE:'C-i'(RESTRICTED BUSINESS ZONE) UNE ADJUSTMENTSARE IN THE OILY OF DIAMOND BAA, AS PER MAP FILED IN BOOK 247, ��1; 1 w�wu. vym Ilf U III REQUIRED BASED ON - (RENOVATED) (MARKET/ I� FOOD COURT I no 431 sF Mraxsnsaco SF Food �'i , @1) 2625 dAMUNO BPA HI.M. i ,• , ttFE O, N5 v N AxvsFleoBAvo m'v'n 19 vxi�I�.NFA THIS NEW SIE DESIGN 491W SFP��/,WE BBw TOFW a1nB SF us F IAursnnaaFaFn 9 (E) RITE AID n n4osF 2)Bi BNNRWO BM 6LV0. am nl ,�y sp r�v®-N BREA CANYON CHANNEL DAYSPA zsis�N� i nePv¢rw.w- _ �__ �oesrcc� wowueenral anew vnnrvacm occas _. Bu�l _ e _ 1� '` ____ i � i i " Fr � � s rwF�mermss ENOV ED w wn 1 ¢ mH TIP / d vi " B. F 0 I t l (n ( wo �. O W % _OTINB 6 B o 8 m8 O° Q e NOTA PART I �l�_ m_. NOT APART ! _ _.._ u mos as II , 1rvw F�cwvsF ,.cvvnE. � m - i_� nsssB x rarn*ne>G PuJ 5 � —� I I I I h W O LL OLL 00 W w i i d I � � _•_. - BLDG 17 — DIAMOND eAR BOULEVARD - --- _ _ lu.v6vv,ns nunmwrz auw�nuc r.Fcrraawrcur --------------.. nwueavl scru -------- , r _ _q__-- --1---r_—_.�__—._._.. r --_ - MAX. PEAK PARKING ANALYSIS FIXTURE UNIT SUMMARY (PER TRAFFIC IMPACT ANALYSIS EFFORT) '(MNEw nursFar+6Aco (EXCEPT AAA OFFICE BUILDING I5&BUILDING 16) RETAIL OD z se naysF WATER CLOSETS 1AVATORIES 7ONE:'C-i'(RESTRICTED BUSINESS ZONE) i nePv¢rw.w- _ �__ �oesrcc� wowueenral anew vnnrvacm occas _. Bu�l _ e _ 1� '` ____ i � i i " Fr � � s rwF�mermss ENOV ED w wn 1 ¢ mH TIP / d vi " B. F 0 I t l (n ( wo �. O W % _OTINB 6 B o 8 m8 O° Q e NOTA PART I �l�_ m_. NOT APART ! _ _.._ u mos as II , 1rvw F�cwvsF ,.cvvnE. � m - i_� nsssB x rarn*ne>G PuJ 5 � —� I I I I h W O LL OLL 00 W w i i d I � � _•_. - BLDG 17 — DIAMOND eAR BOULEVARD - --- _ _ lu.v6vv,ns nunmwrz auw�nuc r.Fcrraawrcur --------------.. nwueavl scru -------- , r _ _q__-- --1---r_—_.�__—._._.. r --_ - MAX. PEAK PARKING ANALYSIS FIXTURE UNIT SUMMARY (PER TRAFFIC IMPACT ANALYSIS EFFORT) '(MNEw LEGAL DESCRIPTION (EXCEPT AAA OFFICE BUILDING I5&BUILDING 16) PARKING PROVIDED ZONING INFORMATION '(E)E4STING 'PARCEL PM—CELS2THF000H451WLUSNEOFPAROELMMNO.10722, WATER CLOSETS 1AVATORIES 7ONE:'C-i'(RESTRICTED BUSINESS ZONE) UNE ADJUSTMENTSARE IN THE OILY OF DIAMOND BAA, AS PER MAP FILED IN BOOK 247, IN - LINE RETNLIEESTAURANiS 37 35 287 REQUIRED BASED ON PAGES 28 TO 31 INCLUSIVE OF PARCEL MAPS, IN THE OFFICE OF MEDICAL/ PROFESSIONAL OFFICE BUILDING 12 12 SFIAACKS: AAA OFFICE 20,000 SF THE COUNTY REWROF.R OF SAID COUNTY. I] 3 3 FROM=20 THIS NEW SIE DESIGN SO BUILDING oFFIQF/REsrnuR u ^ ° NFAR-2UNDFFERMINED RESTAURANT: OWNER 414 MEDICAL OFFICE 49,100SF 196(@1/loo) MCG R.WVFves9nenl Co -, Inc. TOTAL FIXTURE UNITS 56 TOTAL 221,0836E HEIGHT 2STORY 1,002 9595214 Bollevard Bwe214 90212 BULK: WA 31024] 2]20 U 024 2720A ORT PLAN COUNTRY HILLS TOWNS CENTER TRUE NORTH SCALE:'' -5°' SITE PLAN DIAMOND BAR, CALIFORNIA mmmmmmmmm�° 25' SCHEME G COUNTRY HILLS D.B.� L.L.C. P/CA PROJECT NUMBER03116.20 : DATE: 12 OCTOBER 2005 9595 WILSHIRE BLVD. SUITE 214 BEVERLY HILLS, CA 90212 310.247.2720 BUILDING USE SIZE (SU REQUIREDPARKING M PEAK SHARED PARKING PROVIDED PARKING REQUIRED RETAIL OFFICE _ 90,614 SF SO2 (@ 11 300) 287 DAY SPA: AAA OFFICE 20,000 SF 50 (@ 11400) 45 FAST- FOOD 7,990 SF 00 (@ 1/ 100) SO CASUAL DINNING 53,39/ EF 591' RESTAURANT: 414 MEDICAL OFFICE 49,100SF 196(@1/loo) - 177 - TOTAL 221,0836E 1219 1,002 1,012 ' PROJECT RESTAURANT PATRON AREA TOTAI ING 37,365 3F PARKED AT 1 SPACE /75 SF, WRH 16,014 SF OF SERVICE AREA PARKED AT 1 SPACE /300 SF. OUTDOOR DINNING AREA TOTALING 4,900 SF PARKED AT 1 SPACE /100 BE Pierce/ Cooley ARchft� II'x ARCHIIECTURE, HAMM. MA6PNM B3tDIX6 FlWRASE, TR. Prnnw idV wui ro newµ wrx Isyslme H3YET0 rPovla: sePmaNS Fear nsLw veer � tev vof>: Pt/NnNb, wit PETAIIaN5 W/L. R I Area Tabulation °�41• (j m MMF ' 1 SITE 4 VICINITY MAP Planting Palette SIlL9 PLANn115 TO PrYMLB PPnrtcnvEJ PAWK.e£LFseo-TYPICAL BMPIei AT TOP cF eaPE -TPi 51fM MSntK ellMr® PANNE TO.@— - WMM — pUsnli4 PILON SIFM To BE P@WN — �� tBr efRh'lfall Hlr 5lai �1 minks NOM LmmN tbm Palm sHa 9595 WILSHIRE BLVD. SUITE 214 w:htglm'v 1yxH' NjsW Fm PaYn F erurkeT QLapre4oanla M n,R Thee OMca Gape Matte P[ kVFgLLLh .( S Rm EbM4yo d Na. bmee LaR.wt Yr�kaLS rScae,�k YLe eaVw � arSceuS ae Trbkmla mmafa btatw mx �. 3 Sehhn nolle [aleaNu Pepper Ei tY,1 JB,blty alVyybt�bb j[ee 4eea b ramp patent F pMw i �1 6M1+tVq 4eea to ba rcvro�eE from fide a 2-.a. P CONCEPTUAL LANDSCAPE PLAN S I arse PL,vtnws ro rtbriBe FsoTrtmB _ I .. raP q: zort:-TYPILIL 1 A -W �lwl tom¢ em..ee xa.. sHa 9595 WILSHIRE BLVD. SUITE 214 Callbferron vkntallb MO. Jdn' nan. 5 gallon 0�3N B.TH _ ' E Dletae vegeta FartngA D61 gallon Haea3L'e pwg— %Na" 5ga11on Fxallmla Iradaall ncn. 5 galbn IS gal Iyoponm paVAolLm ncn. Hamarowllb it)xld9 Dotllly I galkn from fide a 2-.a. KNldb waw Red Not Poker 5 galkn B&Hvg IaGtegn to rwnnh, protect In plow. ilex epp. 0014 5 galbn 3a• cox Lelwoptgihm freta T.X. Purger 5 9°Ibn Lkpatrlm J'pcnkun .Lpawee A-lY t 5 qwk LYkpe noacal %very SFprad' %trprod' N 5W Lly TO I gall. Z4• Wx O%T.*. Iragma % .t 01Ne 5 yalkm Pnoemlan terms hind Pew Z IaM Dax 5 gallon FeM wt. Fantah bran I ga11. 24'tox Rlxpwobpb kdlca IHM H llwn 5 gall. Lav Ik aMmIls "Im Larercbr 59.11. �lbana ccrgaebm'CarpacW Deaf%jfo 59a11. 6FL1RlL\'.N2i Pobdllb nelmonha cm purl frau Ilde a 0' oe. Peb-gmMn peltabm 4abm' hg 6ermlm 4' pots • 12• o<. Rom,mtan oilKMlb fYwlydaa' PrW P°°eopY I yolks • 12' ec. TraMbepxaan JaemMmee JaanH Yvan Hob a 12' ec. WM 9Mdded aonpoebd HtMr mkh lkr II n eye Wl feawe Sod CONCEPTUAL LANDSCAPE PLAN S I arse PL,vtnws ro rtbriBe FsoTrtmB _ I .. raP q: zort:-TYPILIL 1 KOm.I t�LLaa Bba Pierf� G0010 DATE: 10 04, 2005 SCALE: V = 50' � 9595 WILSHIRE BLVD. SUITE 214 S gall. aaanxdsxauroovatntx��r.vmxoeeaTmrarenaa awn ,ma®a.�am Teaemi�nwv�xaG�rowm.eaxe®x. I ��1 0 25' 50 100' Heteromelee atvtNolla Toyon 5 ga _ ' E Pttospatm k. Valxpta' Valegated TdWa 59.11. Haea3L'e pwg— %Na" 5ga11on PT--tha app. ftreNwn 5 gallon Iyoponm paVAolLm ncn. From flaks a 12• o<. LaA.a m.tevWe.b ncn from fide a 2-.a. L.kera Jcponlaa %Ill aa' ,Icpalaaa Honst kle from Ilde a a' o<. O B&Hvg IaGtegn to rwnnh, protect In plow. Renovate exbtly slope knmcriae r." all Oleaxks, �losma, degaded eMW mdabl a yam .0 , Hew slope pknnq to pro prdeaNe Lrnler Hak WWI. .1'" cm q�... 6 ttg efnb m.saa that ae q'pmprwte to 5b dmfs may revah. detarm4ro4 ❑ 9la0 w11@UAL 9WI.BE SI�FBtLM STAWAIN3 ❑ WVa'IPER/N AW LYSTHIATNMeV31 ApEiCroap LF gNAolO Bot LNU1HE LY516N EIAGelIi9 AVl ELYHg4fiR LGL£ ❑ NI LNViGAPc AEA SNSIL PfiFNE NIfQMTc eWKAnM5Y5n5A ❑ ALL LA•PFMBn6TAl1AMH 51WL�Pea44eaLY PARIrAwD. ❑ NLA¢OVEePOADafILln®eV310E 5cFe3IDHiN kWl aVMb NANfIMiHlVL COUNTRY HILLS TOWNE CENTER DIAMOND BAR, CALIFORNIA Hardscape Legend O wbr earuete Ibld W bW afaTtr- StaMd wbre hk yd wbr u .ts HN amOh pdtan ktegal wkr NameO curvets. LItFeWx - Lmf.Stwb Rydon Nfarbcklg pokem. Intxrd br conareb hnd W ekl ckmar-5tmdrd robe 'Tr' Naproi cobr cauete CDPCPROJECT N 04021 PTCA PROJECT NUMBER:MBER; -03118.20 COUNTRY HILLS D.B. r L.L.C. ctlpc+%�% Pierf� G0010 DATE: 10 04, 2005 SCALE: V = 50' � 9595 WILSHIRE BLVD. SUITE 214 Amhft 4 , Inc. aaanxdsxauroovatntx��r.vmxoeeaTmrarenaa awn ,ma®a.�am Teaemi�nwv�xaG�rowm.eaxe®x. I ��1 0 25' 50 100' BEVERLY HILLS, CA 90212 D.W& _ ' E NORTH 310.247.2720 .m . 4 s �VE PLAN ry NORTH SCALE: V = 50-0' mm6mrMOM19 0 0' Stl 100' PICA PROJECT NUMBER: 03.116.40 12 �DATE* ,v��®mevc OCTOBER 2005 COUNTRY HILLS TOWNE CENTER GRADING PLAN DIAMOND BAR, CALIFORNIA COUNTRY HILLS D.B., L.L.C. 9595 WILSHIRE BLVD. SUITE 214 BEVERLY HILLS, CA 90212 310.247.2720 Pierce/ Cooley Architects, Inc. Ic MARCRITECiUREo SECTION A NORTH SCALE: 1/32'= 1'-0' 0 6' 32' 64' P/CA PROJECT NUMBER: 03.116.40 DATE arbs,as�a,�..a1�2OCTOBER 2005 COUNTRY HILLS TOWNE CENTER IN—LINE RETAIL/ RESTAURANTS DIAMOND BAR, CALIFORNIA FLOOR PLANS COUNTRY HILLS D.B., L.L.C. 9595 WILSHIRE BLVD. SUITE 214 BEVERLY HILLS, CA 90212 310.247.2720 Pierce/ C Cooley Architects, Inc. aa� ■ARCHIIECUREa _J I EAST ELEVATION EXISTING SCALE: 1/32'= V-0' WEST ELEVATION SCALE: 1/32=1'-0' EAST ELEVATION SCALE 1132'=I' -O' PARTIAL EAST ELEVATION A SCALE: 1/16' = 1'-0' (U.N.0) 0 6' 16' 32' P/CA PROJECT NUMBER: 03.116.40 DATE. 6f..e.vr�„,a61OCTOBER 2005 IN-LINE RETAIL/ RESTAURANTS ELEVATIONS SOUTH ELEVATION REAR ENTRY AT WEST SIDE COUNTRY HILLS TOWNE CENTER DIAMOND BAR, CALIFORNIA COUNTRY HILLS D.B., L.L.C. 9595 WILSHIRE BLVD. SUITE 214 BEVERLY HILLS, CA 90212 310.247.2720 n SN PU WR FMH: PApIrCG.OR TO WN ICI J. WYR Wfl 3s MOW $rMEVENEFA E�GTGIvE,'sA1GHEY l.%NIMPM IEOGEsrQ'uEwrvsrAClc caWAErE ntEROCFws: FACdE ROOFING. � HFArtAGE FFUNO%E &EtA, 5HE8715 a SiIIPUF TERFM PAINTryAgI TO MATgl ILY 6T336YYs0.l� RNW$rFA \NIKE © NfM FIXIIA�E Q 6 RFFTH TO ro sIGlFtw � siICCOPIUTFH FNmi: eam caOR io TO Av,TIG Sae zoYY Samz eEacxcOAf RFa ❑q NE`v srmrFRwars MATGi EnsmccaoR O 3NccO ms: PWG MTOMATL n 1.mw3M23sP DWW II MEIN.AOCENTO PAMCG,oRiO W MATCHMA IfiA' �hy113GPAPE IFASRE 12 METPL WdFIG: PPWrCIXORTOMAiC411G 9C6 Wn lMlal IXGiUOCR Ii3I FPBPoCAWMYQ Pierce/ Ir. Cooley Architects, Inc. ��.a: MRRCHITECTURE Et ie$ T SOUTH ELEVATION REAR ENTRY AT WEST SIDE COUNTRY HILLS TOWNE CENTER DIAMOND BAR, CALIFORNIA COUNTRY HILLS D.B., L.L.C. 9595 WILSHIRE BLVD. SUITE 214 BEVERLY HILLS, CA 90212 310.247.2720 n SN PU WR FMH: PApIrCG.OR TO WN ICI J. WYR Wfl 3s MOW $rMEVENEFA E�GTGIvE,'sA1GHEY l.%NIMPM IEOGEsrQ'uEwrvsrAClc caWAErE ntEROCFws: FACdE ROOFING. � HFArtAGE FFUNO%E &EtA, 5HE8715 a SiIIPUF TERFM PAINTryAgI TO MATgl ILY 6T336YYs0.l� RNW$rFA \NIKE © NfM FIXIIA�E Q 6 RFFTH TO ro sIGlFtw � siICCOPIUTFH FNmi: eam caOR io TO Av,TIG Sae zoYY Samz eEacxcOAf RFa ❑q NE`v srmrFRwars MATGi EnsmccaoR O 3NccO ms: PWG MTOMATL n 1.mw3M23sP DWW II MEIN.AOCENTO PAMCG,oRiO W MATCHMA IfiA' �hy113GPAPE IFASRE 12 METPL WdFIG: PPWrCIXORTOMAiC411G 9C6 Wn lMlal IXGiUOCR Ii3I FPBPoCAWMYQ Pierce/ Ir. Cooley Architects, Inc. ��.a: MRRCHITECTURE F FLOOR PLAN SOUTH ELEVATION EXISTING SOUTH ELEVATION NORTH ELEVATION EXISTING Oj FOPAIC/JMS &MMVa1H'Mp WPT5TICLUPIA6TEAF1W PNNItI%M70WTCH04Y[COVV36r123SP LQW O $1VLYA PfA$rEnfIMSH: PAWICRgi iO IMTpIKM <R2 WYP 39/IR3 $M'e MON SiIXJEYFNE£A'. ELWMDJ SfBFGItEV M•M.WLpW lEWFSigJE eflV3iaOc fel CONCflEIEME flWFWG: PR PIA31Efl FIM$H. PPPR IX%.eP i0 MnTCH Y.A 613 30YY B0.0P0 2.V 1PoSTER \4>trtE © IMNf Fl%IrME SIGNAGE_ nEEEA TG$MVPfAN si1.GaiPlasrzflflrxsH: PNMWLgiTOAUTCMI EX.%iT64 rv6&b20FhCHLtlA1BEn �g NE\V $fp1EFAGN!$TO MATCN $TfiG CCLGn 10 GINCGGnE T .ATO MWTC PNM OAgii.t ICY aRRWn3y1R35RND M0iIF 11 MEFPL GW PPINI Q'tIXi O tMTCM ICI t W"0 91Y1B p(Vt 13 CAME M.$RE 1❑R A1EfPL PMING: PNMCfACATo MATLHILt.tW Oary ra•rn GlGll,�rl ra FoawcavmvuG. SIMJBflEIAAVMI['dfi1601. YJGlEN PAVEIJ EAST ELEVATION EXISTING EAST ELEVATION WEST ELEVATION EXISTING NORTH ELEVATION WEST ELEVATION ,WRMRRE ROAN NORTH COUNTRY HILLS TOWNE CENTER MUE SCALE: 1'=19 ELEVATIONS/FLOOR PLAN DIAMOND BAR, CALIFORNIA 1 _ I 10, la20' BUILDING 17 COUNTRY HILLS D.B. L.L.C. PICA PROJECT NUMBER: 03.116.01 Pierce DATE: 12 OCTOBER 2005 GOOIe/y 9595 WILSHIRE BLVD. SUITE 214 Architech, Inc. BEVERLY HILLS, CA 90212 310.247.2720 an"isn"`rt ■RRCHIiECiUk J v -� II II . RESTAURANT II II I RESTAURANT COFFEE 5,2005E 2,609 SF II 1,990 SF II FLOOR PLAN SOUTH ELEVATION EXISTING SOUTH ELEVATION NORTH ELEVATION EXISTING Oj FOPAIC/JMS &MMVa1H'Mp WPT5TICLUPIA6TEAF1W PNNItI%M70WTCH04Y[COVV36r123SP LQW O $1VLYA PfA$rEnfIMSH: PAWICRgi iO IMTpIKM <R2 WYP 39/IR3 $M'e MON SiIXJEYFNE£A'. ELWMDJ SfBFGItEV M•M.WLpW lEWFSigJE eflV3iaOc fel CONCflEIEME flWFWG: PR PIA31Efl FIM$H. PPPR IX%.eP i0 MnTCH Y.A 613 30YY B0.0P0 2.V 1PoSTER \4>trtE © IMNf Fl%IrME SIGNAGE_ nEEEA TG$MVPfAN si1.GaiPlasrzflflrxsH: PNMWLgiTOAUTCMI EX.%iT64 rv6&b20FhCHLtlA1BEn �g NE\V $fp1EFAGN!$TO MATCN $TfiG CCLGn 10 GINCGGnE T .ATO MWTC PNM OAgii.t ICY aRRWn3y1R35RND M0iIF 11 MEFPL GW PPINI Q'tIXi O tMTCM ICI t W"0 91Y1B p(Vt 13 CAME M.$RE 1❑R A1EfPL PMING: PNMCfACATo MATLHILt.tW Oary ra•rn GlGll,�rl ra FoawcavmvuG. SIMJBflEIAAVMI['dfi1601. YJGlEN PAVEIJ EAST ELEVATION EXISTING EAST ELEVATION WEST ELEVATION EXISTING NORTH ELEVATION WEST ELEVATION ,WRMRRE ROAN NORTH COUNTRY HILLS TOWNE CENTER MUE SCALE: 1'=19 ELEVATIONS/FLOOR PLAN DIAMOND BAR, CALIFORNIA 1 _ I 10, la20' BUILDING 17 COUNTRY HILLS D.B. L.L.C. PICA PROJECT NUMBER: 03.116.01 Pierce DATE: 12 OCTOBER 2005 GOOIe/y 9595 WILSHIRE BLVD. SUITE 214 Architech, Inc. BEVERLY HILLS, CA 90212 310.247.2720 an"isn"`rt ■RRCHIiECiUk J F— SECOND FLOOR PLAN rn SECTION A MUE PLANK NORM NORTH SCALE' 1rm ELEVATIONS/FLOOR PLANS 20' RESTAURANT/OFFICE P/CA PROJOJ ECT NUMBER: 03.116 01 DATE 12OCTOBER 2005 n,wns..0 L__. SOUTH ELEVATION NUH I H ELEVA I IUN WEST ELEVATION EASI ELEVAI IUN COUNTRY HILLS TOWNE CENTER DIAMOND BAR, CALIFORNIA COUNTRY HILLS D.B., L.L.C. 9595 WILSHIRE BLVD. SUITE 214 BEVERLY HILLS, CA 90212 310.247.272 vr000TULs PLAN OF TRASH ENCLOSURE E%iE93R NORTH ELEVATION OF TRASH ENCLOSURE & FINISHES SNCCOPIASiEPf H wn TERartn nu EAST AND WEST ELEVATION OF TRASH ENCLOSURE SOUTH ELEVATION OF TRASH ENCLOSURE ❑j STONEVENEER'. ELRg1nW$TM'E,'sANMEY MGIFlTPNtENGESraIE CNYSTM O EAGLE caER1En.EACOFwc: flb^ENG, MIEHICM114NIA6E f W MAKE &f h9. SHE8715 O SNCCOTO PMTS : PAIM Mm iIMiCH ICI6)3 39ry sOp3B MPoItSTFIi 1NNE © NC4l Fl%NRE ❑ S TO PET£A iOSIGN RN! O SNCCOmTO F1MTtl 2pYY'LM PPIM LI^1g1 T0IO 5C3 Y GEACICaA6EA O NEW STGIEETWM$TO tuTly{EXSIWGMAgi 10 S1U;CORECE55: PNM MTOWTC a<22Wn3M23MlAWW 11 METPL ACCE TmE PAUR( WTO1MTG 0165'J9CP M0 13GMFE TH 12 MUAI. M➢1NG: PAINTMp TCIMTCHN} WW MA410LNI14N1 13 EABPICAWT&VC_ SVN9PElAANRVG <610W W GIENMVEN Pierce/ Cooley Archil, M wu�a ■ARCHITECTURE. -I TYP. SECOND & THIRD FLOOR PLANS TRUE PLAN Naim NORTH SCALE :1-' PROFESSIONAL/ MEDICAL OFFICE BLDG. ° 5 try20' FLOOR PLANS P/CA PROJECT NUMBER: 03116.20 DA.�mEa.osrmame.,�EsuaMBE�R 2005 PLAN OF TRASH ENCLOSURE FRONT ELEVATION OF TRASH ENCLOSURE F� RIGHT SIDE ELEVATION OF TRASH ENCLOSURE REAR ELEVATION OF LEFT SIDE ELEVATION TRASH ENCLOSURE OF TRASH ENCLOSURE PROJECT SUMMARY GROSS BUILDING AREA: FIRST FLOOR (USABLE)14,1W SF SECOND FLOOR (USABLE) 14,806SF THIRD FLOOR (USABLE) 14,806 SF TOTAL USABLE FLOOR AREA 43,775 SF TOTALRENTABLEAREA 49,100 SF GROSS BUILDING AREA 53,340 SF CODE ANALYSIS APPLICABLE CORE 2001 CALIFORNIA BUILDING CODE BUILDING USE: MEDICAL OFFICE OCCUPANCY GROUP (SEG 304.1): B GROSS BUILDING AREA: 53,3405E STORIES: 3 TYPE OF CONSTRUCTION: V ONE-HOUR SREk RNEWWRAnW EeerUP EDMREDUTM R SYSTEM PEA SEC. CW BASIC ALLOWABLE BUILDING HEIGHT (FABLE 5-B): 3 STORIES BASIC ALLOWABLE FLOOR AREA (TABLE 5-6): 14,000 SF FOREASE FCR eLWLY1MS Own 1 STORY (SE. 50!.41 %2 WCREA3EFORSEPPAA1KKi IXJ3310E5-YARGSGRFAIEAiNPN f-0 FEES. se 12), %2 ALLOWABLE FLOOR AREA: 56,0005E OCCUPANT LOAD FACTOR (FABLE I )AF 100SF/OCCUPANT OCCUPANT LOAD PER FLOOR (15,000 SF / FLOOR): 150 OCCUPANTS/ BOOR MINIMUM NUMBER OF WS REQUIRED (TABLE 10-A): 2 COSWANT L.. LESS. 50000c" 51 HOUR 1W9] I1EPN9 D,. WT Qcnn,'ISE.IWC.23.d TOTAL HORIZOWAL IXR WIDTH REQUIRED REQUIRED (TABLE 10-B): SO INCHES TOTAL STAIR EXIT WIDTH REWIRED REQUIRED (ABLE 10-9) 451NCHES FIRE RESISTNE OF BUILDING COMPONENTS (TABLE 6-A): BEPAWGwALL51ESTEKKM9: 1 HOUR B Acmw,FLs FUTEANIIy: I HOUR .-SEANNGWALLSIE%IEb19 1. SIRMTURAL FRWE: In 111pIW WPNEC4 PARRIKKJS IffNA4JEIJi) NR II meue'VA w SR4T ENCLOGIES'. INCUR FLOURS6RCC UUG9: IA II HWPWANEES 4Z, 8 RWF-CEURGS NR II Ng IR WAVE% IXIEesoron NGS .'0 Dw PRCPEAIY WYE)SEC. 8A 326 TA SN: NA STPIRWAYCQN.RRII r0NrSEc.4r ST,ST COUNTRY HILLS TOWNE CENTER DIAMOND BAR, CALIFORNIA COUNTRY HILLS D.B., L.L.C. 9595 WILSHIRE BLVD. SUITE 214 BEVERLY HILLS, CA 90212 310.247.2720 Pierce/ Cooley Architects, Inc. �ARCHITECTUREe N) TRUE rvm PLAN NORTH COUNTRY HILLS TOWNE CENTER SCALElom% emm PROFESSIONAL MEDICAL OFFICE BLDG. DIAMOND BAR, CALIFORNIA ° 5 la A PROJECT OJ NUMBER: SECTION A/ ROOF PLAN IC: 03776.20 COUNTRY HILLS D.B., L.L.C. Pierce/ DATE: 14 SEPTEMBER 2005 9595 WILSHIRE BLVD. SUITE 214 Cooley BEVERLY HILLS, CA 90212 Architects, Inc. 310.247.2720 _L9= alc EARCHITECTURE, WEST ELEVATION tASI LLLVAI IUN COUNTRY HILLS SCALE :,'=1a PROFESSIONAL MEDICAL OFFICE BLDG DIAMOND BAI b5 10 20' E P/CA PROJECT NUMBER: 03116.20 DATE: E�SEPTEMBER 2005 NORTH ELEVATION JULJ I H ELEVATION TOWNE CENTER CALIFORNIA COUNTRY HILLS D.B., L.L.C. 9595 WILSHIRE BLVD. 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MARCHITECTURE COUNTRY HILLS TOWNE CENTER SCREENCHECK MITIGATED NEGATIVE DECLARATION Case No. DR2004-19 Zone Change No. 2001-01 Conditional Use Permit No. 2001-01 Variance No. 2004-02 Submitted to: City of Diamond Bar 21825 Copley Avenue Diamond Bar, CA 91765 (909) 839-7081 Contact: Nancy Fong Interim Community Development Director Prepared by BonTerra Consulting 320 N. Halstead Street, Suite 120 Pasadena, CA 91107 (626)351-2000 Contact: Thomas E. Smith, Jr., AICP Principal September 23, 2005 Country Hills Towne Center Screencheck Mitigated Negative Declaration TABLE OF CONTENTS Section page ExecutiveSummary ............................................................................................................ES-1 Section 1.0 Introduction....................................................................................................1-1 1.1 Purpose of the Initial Study.............................................................................. 1-1 1.2 Summary of Findings....................................................................................... 1-1 1.3 Project Approval.............................................................................................. 1-2 1.4 Organization of the Initial Study....................................................................... 1-2 Section 2.0 Project Location and Environmental Setting ............................................... 2-1 2.1 Project Location............................................................................................... 2-1 2.2 Environmental Setting...................................................................................... 2-1 2.3 Project Description........................................................................................... 2-1 2.4 Related Projects ................. ................. ..................... ...................... ............ :.... 2-8 Section 3.0 Environmental Checklist Form..................................................................... 3-1 3.1 Aesthetics ............................................... .......................... ............ ............ ...... .3-3 3.2 Agricultural Resources....................................................................................3-11 3.3 Air Quality ............................................. ..................... ................. .............. ...... 3-12 3.4 Biological Resources ............................................. ............ ....... ..................... .3-14 3.5 Cultural Resources ................................................ ......................................... 3-16 3.6 Geology and Soils...........................................................................................3-18 3.7 Hazards/Hazardous Materials .............. ......................... ............. ..................... 3-20 3.8 Hydrology and Water Quality ........................................ .................................. 3-23 3.9 Land Use and Planning ..................................................... ................ .............. 3-27 3.10 Mineral Resources..........................................................................................3-29 3.11 Noise .......................... ......................................... .............. ........................... ..3-30 3.12 Population and Housing ..................................................... ....... ...................... 3-32 3.13 Public Services...............................................................................................3-33 3.14 Recreation ... ..................... ................ ................................. ........................... ..3-34 3.15 Transportation/Traffic......................................................................................3-35 3.16 Utilities and Service Systems..........................................................................3-49 -3.17 Mandatory Findings of Significance................................................................ 3-51 Section 4.0 Report Preparers and Contributors.............................................................. 4-1 Section5.0 References..................................................................................................... 5-1 _ R:\PAS\ProjectslDBARW016\MND\Draft MND-fina1-092305.doc I t Country Hills Towne Center Screencheck Mitigated Negative Declaration TABLES Table Page MitigationTable.................................................................................................................... ES -1 2.3-1 Tentative Construction Schedule..................................................................................2-8 2.4-1 Related Projects for Cumulative Analysis ................................... .............. ............ ........ 2-8 3.3-1 Construction Emissions and SCAQMD Significance Thresholds................................3-12 3.3-2 Operational Emissions and SCAQMD Significance Thresholds ........................... ....... 3-13 3.7-1 Schools Within One Mile of Project Site.....................................................................3-22 3.15-1 Levels of Service During Existing Peak Hours............................................................3-38 3.15-2 Projected Trip Generation..........................................................................................3-39 3.15-3 Year 2006 Peak Hour Intersection Capacity...............................................................3-42 3.15-4 Year 2016 Peak Hour Intersection Capacity ..... .......................................................... 3-42 3.15-5 Intersections with Unacceptable LOS in Year 2006 ...... .............................................. 3-46 3.15-6 Intersections with Unacceptable LOS in Year 2016 ...... .............................................. 3-47 3.15-7 Recommended Improvements and Cost Estimates .......................... .......................... 3-47 3.15-8 Project Fair Share Contribution ........................................... ....................................... 3-48 Figure 2-1 2-2 2-3 2-4 2-5 3-1 3-2 3-3 3-4 3-5 3-6 3-7 3-8 3-9 3-10 3-11 LIST OF FIGURES or -7m RegionalLocation ......... ........................................................................................ ........ 2-2 LocalVicinity ... ............................. ............................... ................................... .............. 2-3 Existing Land Uses .................................................. Proposed Country Hills Towne Center Site Plan ..... Proposed Medical Office Building ............................ Location and Direction of Photographs .................... Location1............................................................... Location2............................................................... Location3............................................................... Location4............................................................... Location5............................................................... Study Area Intersections ......................................... AM Peak Traffic- Existing ........................................ PM Peak Hour -Existing ........................................... AM Peak Traffic - 2016 Conditions ........................... PM Peak Hour - 2016 Conditions ............................. APPENDICES Appendix A: Air Quality Analysis Appendix B: Traffic Impact Analysis Report ............2-4 ............2-5 R:1PAS1Projects\DBARWO16WND\Draft MND-final-092305.doc ii Table of Contents Country Hills Towne Center Screencheck Mitigated Negative Declaration EXECUTIVE SUMMARY This Executive Summary presents a tabular summary of the potential environmental effects of the Country Hills Towne Center project (project), Diamond Bar Case No. DR 2004-19 and the recommended mitigation program that would reduce potential impacts to levels less than significant. The reader is referred to the full text of this Initial Study/Mitigated Negative Declaration (IS/MND), as well as the technical appendices, for a description and analysis of the environmental effects of the project. In accordance with Chapter 22 of the City of Diamond Bar Development Code, the project applicant has requested the following approvals: • Zone Change No. 2004-01 Zone change from Neighborhood Commercial (C-1) to Community Commercial (C-2) district consistent with the General Plan Commercial designation. • Conditional Use Permit No. 2004-01 and Development Review 2004-19 Conditional Use Permit (CUP) and a Development Review for the renovation of the facade of the existing shopping center totaling 221,083 square feet. 4 Variance No. 2004-02 Development of the Medical/Professional office building on the southeastern portion of the project site would require a Variance due to the current height restrictions on the site of 35 feet. The proposed building would be three-story and would be approximately 40 feet in height. The summary provided in the Executive Summary Table shows that the proposed project would result in potentially significant impacts to the following topical issues: • Air Quality • Cultural Resources • Hazards/Hazardous Materials • Noise • Traffic/Transportation After implementation of the mitigation program, all potential impacts would be mitigated to a less than significant level. In addition to implementing mitigation measures, the impact analysis also considers Standard Conditions of Approval (SCs). SCs are based on local, state, or federal regulations or laws that are frequently required independent of CEQA review yet also serve to offset or prevent certain impacts. Because SCs are incorporated into the project, either in the project design or as part of project implementation, they do not constitute mitigation measures as defined by CEQA. 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LUN mrnLoE DE y wdm U°Ma �. owl c mcmmoo Ewy = •- ° Zo « «co ..J°. ZO's CNNC0wNM N'0d C Q m ai 0) Z2U Z cmrno � 0 r U U) .ma m h L Country Hills Towne Center Screencheck Mitigated Negative Declaration SECTION 1.0 INTRODUCTION 1.1 PURPOSE OF THE INITIAL STUDY In accordance with the California Environmental Quality Act (CEQA) (Public Resources Code §21000 at seq.) and its Guidelines (California Code of Regulations §15000 at seq.), this Initial Study (IS) has been prepared as documentation for a Mitigated Negative Declaration (MND) for the proposed construction and redevelopment of the existing Country Hills Towne Center shopping center (project). This IS includes a description of the proposed project, location of the project site, evaluation of the potential environmental impacts, findings from the environmental review, and proposed mitigation measures to lessen or avoid impacts on the environment. Pursuant to Section 15367 of the State CEQA Guidelines, City of Diamond Bar (City) is the lead agency for the project. The lead agency is the public agency that has the principal responsibility for carrying out or approving a project. GWP, as the lead agency, shall have the authority for project approval and adoption of the accompanying environmental documentation. 1.2 SUMMARY OF FINDINGS Based on the environmental checklist form prepared for the project and supporting environmental analysis, the proposed project would have no impact or less than significant impacts in the following environmental impact areas: • Aesthetics • Agricultural Resources • Biological Resources • Geology/Soils • Hydrology/Water Quality • Land Use/Planning • Mineral Resources • Population and Housing • Public Services • Recreation • Utilities/Service Systems The proposed project has the potential to have significant impacts in the following areas, unless the recommended mitigation measures are incorporated into the project: • Air Quality • Cultural Resources • Hazards/Hazardous Materials • Noise • Traffic/Transportation According to the CEQA Guidelines, it is appropriate to prepare a MND for the proposed project because, after incorporation of the recommended mitigation measures, potentially significant R:\PA$\Projects\DBARU016%MND1Drafl MND-final-092305.doc 1-1 Section 1.0 Introduction Country Hills Towne Center Screencheck Mitigated Negative Declaration environmental impacts would be eliminated or reduced to a level considered less than significant. 1.3 PROJECT APPROVAL The IS and proposed MND have been submitted to potentially affected agencies. Notices of availability of the IS/MND for review and comment have been posted on the project site and at the Los Angeles County Clerk's Office. The IS/MND and associated technical reports are available for review at the Department of Community and Development Services at City Hall in the City of Diamond Bar. There will be a 20 -day public review period for the IS/MND, in accordance with Section 15073 of the CEQA Guidelines. In reviewing the IS/MND, the reviewer should focus on the sufficiency of the document in identifying and analyzing the potential impacts on the environment and ways in which the potentially significant effects of the project are avoided or mitigated through components of the project. Comments on the analysis contained herein may be sent to: Ms. Nancy Fong City of Diamond Bar 21825 Copley Drive Diamond Bar, CA 91765 Following receipt of and evaluation of comments from agencies, organizations, and/or individuals, the City will determine whether any substantial new environmental issues have been raised. If not, or if the new issues do not provide substantial evidence that the project will have a significant effect on the environment, the project and environmental documentation will be approved by the City of Diamond Bar Planning Commission and City Council. Action is anticipated in November 2005. 1.4 ORGANIZATION OF THE INITIAL STUDY The Initial Study is organized into the following sections Section 1— Introduction. This section provides an introduction to the IS/MND process and a brief overview of the results of the IS analysis. Section 2 — Project Location and Environmental Setting. This section provides a detailed description of the proposed project's physical and operational characteristics, the project location, the project objectives, and describes the existing environmental setting of the project area. Section 3 — Environmental Checklist Form. The completed CEQA checklist form provides an overview of the potential impacts that may or may not result from project implementation. The environmental checklist form also includes "mandatory findings of significance" required by CEQA. This section also contains the analysis of environmental impacts identified in the environmental checklist and identifies mitigation measures that have been recommended to eliminate potential significant effects or reduce them to a level that is considered less than significant. Section 4 — Report Preparers and Contributors. This section identifies those individuals responsible for preparing and contributing to the IS and proposed MND. Section 5 — References. This section identifies those references used in preparation of the IS. R:1PAS1ProlaclslDBAR1J0161MND\DraftMND-fnal-092305.dw 1-2 Section 1.0 Introduction Country Hills Towne Center Screencheck Mitigated Negative Declaration SECTION 2.0 PROJECT LOCATION AND ENVIRONMENTAL SETTING 2.1 PROJECT LOCATION The proposed project is located on the site of an existing retail/commercial/entertainment center, which is located west of Diamond Bar Boulevard, between Cold Springs Lane and Fountain Springs Road, in the City of Diamond Bar, Los Angeles County. Regional access to the project site is provided by the State Route 57 via the interchanges at Pathfinder Road and Diamond Bar Boulevard. Local access to the site is primarily provided by Diamond Bar Boulevard, which runs north -south along the eastern side of the project site, and Pathfinder Road and Brea Canyon Road, which provide access to Diamond Bar Boulevard from the west. Figure 2-1 and Figure 2-2 depict the regional location and local vicinity of the project site, respectively. 2.2 ENVIRONMENTAL SETTING The proposed project is located on the grounds of the existing Country Hills Towne Center shopping complex. The project site is zoned C-1, Restricted Business and the General Plan designation is C- General Commercial. Current land uses on the project site include several fast food establishments and restaurants, a movie theater, child care facility, dry cleaner, bank, drug store, and other miscellaneous uses. All parking is at -grade surface parking and all structures are one- or two-story. Neighborhoods of single-family residential homes border the project site on all sides. Figure 2-3 depicts the existing land uses on the project site. The project site is already fully -developed, with the exception of a small vacant graded lot on the northern side of the site. The project site consists of approximately 799,837 square feet of commercial space on 18.36 acres. Parking on the project site includes 1,036 regular stalls and 27 handicap stalls, for a total of 1,063 parking spaces. The main entrance into the shopping center is located off of Diamond Bar Boulevard, although access is available from Fountain Springs Road as well as Cold Springs Lane. All trees and vegetation on the project site are ornamental landscaping and there are no native habitat or wildlife populations on the project site. A channelized drainage facility is located behind the project site and separates the commercial land uses from the residential homes to the west. 2.3 PROJECT DESCRIPTION The proposed project involves the expansion and renovation of the existing Country Hills Towne Center. Figure 2-4 depicts the proposed land uses on the project site. The proposed project includes the construction of a three-story, 49,100 square foot (SF) medical/professional office building and a 12,408 SF two-story restaurant/office building. The Medical/Professional office building would require the demolition of two existing buildings with a combined floor area of 17,399 SF. Figure 2-5 presents a graphic depiction of the proposed Medical/Professional building. The restaurant/office building would be constructed on a currently graded and undeveloped portion of the property located on the northern side of the project site. R:1PAS1ProiedslOBARIJ016\MND\Draft MND-final-092305.doc 2-1 Section 2.0 Project Location and Environmental Setting Castaic " Lake L 12% t0 I c� Simi Valley 1(i Calabasas l , I t Santa PACIFIC OCEAN Carson 91 Palos Verdes Long Beach 22 QP trail ser S Beach Santa Ana s Cleveland National 39 55 Forest Hu ingt n Costa M a 9 Ba hJ Irvine �-'R�ancho E IPI Santa Catalina m Island l Regional Location Country Hills Town Center H wv e 10 5 0 10 s Mlles no San Diego e Camp Pendleton Figure 2-1 Angeles � � g rn c L Q m National N 0 i. i� J l0 Forest Vletorvllle Carson 91 Palos Verdes Long Beach 22 QP trail ser S Beach Santa Ana s Cleveland National 39 55 Forest Hu ingt n Costa M a 9 Ba hJ Irvine �-'R�ancho E IPI Santa Catalina m Island l Regional Location Country Hills Town Center H wv e 10 5 0 10 s Mlles no San Diego e Camp Pendleton Figure 2-1 Angeles National i. i� Forest yl 1 Glendale Rancho --19 — - Cucamonga 2 30 Pasadena 1t t Hollywood West Covina Project Ontario Las Angeles Location ry C630-- Riverside Whittier 9 72 Down ]1 � Oran e awthome 91 90 Ymba Linda. 91 sY e 19 as aotl ,,(�-Corona Lake 1 Buena rk Anaheim (p Malhews Carson 91 Palos Verdes Long Beach 22 QP trail ser S Beach Santa Ana s Cleveland National 39 55 Forest Hu ingt n Costa M a 9 Ba hJ Irvine �-'R�ancho E IPI Santa Catalina m Island l Regional Location Country Hills Town Center H wv e 10 5 0 10 s Mlles no San Diego e Camp Pendleton Figure 2-1 Los Angeles Royal Vista Golf Course Local Vicinity Country Hills Town Center N 'a-�-` 0.5 0.25 0 0.5 8 1 Miles Diamond Bar Gol/Course Court Project Location Figure 2-2 CONSULTING Existing Country Hills Towne Center Site Plan Country Hills Towne Center N s Figure 2-3 .i%o�1 CONSULTING W I� ,y PROFESSIOI OFFICE BUILDING UPPER LEVEL _- BPEA CANYON CHANNEL - �- --- RENOVATED (RENOVATED) MARKET/FOOD COURT ",. sszs n�aravo�Ga'ea eLw. w° eI L L T(E)RRE AID -- _ rel wNorvrvaweiw. (ETR AIL ----A --- it RETAIL FOOD z s g r�osnro'os`Auwry L E ODS — — ) s LL L Ann ro �� R Pa v5 / NOTA PART � _.. � l€F1 ` ` � I m NOTA PRAT vmm a,a �- I.nnmr BLDG 17 - ros DIAMOND BAR BOULEVARD rur wwvEw.0 _ LIS , I.nJIMN 4V NCA6GV ,..____ ___ -- OWNER FIXTURE UNIT SUMMARY PROJECT SUMMARY (EXCEPT AAA OFFICE, BUILDING 15&BUILDING 16) ZONING INFORMATION LEGAL DESCRIPTION OOMMEFCALLAl _ ,636AC (199637 BFm) .(R)NEW MCOflaIM lma Ment Cl,,Inc. - __- - - - PARCELS 2 THROUGH 15 INCLUSIVE OF PARCEL MAP NO.1872$ RETAIL 76,785 SF (E] WSRNG WATER CLOSETS IAVATOHIES ZONE: O-I'MESTRICTED BUSINESS ZONE) 9595 All Pnuzvartl 'PMCEL UNE ADJUSiMEMS PALE IN-LMERETAIL/RESTAURANDS 37 35 IN IHE CITY OF Oil BAR. AS PER MAP FILED IN BOOK 247, OFFICE: 74,89 SF 3102442 2 2]720 670 SF Sl"1e 214 SETBACKS: PAGES 28 TO 311NCLUSME OF PARCEL MAPS, IN THE OFFICE OF RESTAURANT: REQUIRED EASED ON THIS NEWWls MEDICAL 7 PROFESSIONAL OFFICE BUIIDING 12 12 81 ,3 STE DESIGN Be2,,A 93212 BUILDING I7 3 3 FRONT=20 THE COUNTY RECORDED OF SAID COUNTY DAY SPA 5,259 SF OFFICE/RESTAURANT 4 9 SIDE =20 REAR=UNDETERMINED - -NG - -- TOTPL LEASEMLE BUILDING ARI 2210835E TOTAL FU(IURE UNRS N' HEIGHT: 2STOfiY BUILDING COVERAGE: 27.6% 8UV WA TOTALIM'OSCME AREA, 102,4705E TOTAL PARKING AREA 313,338 SF LANDSCAPE COVERAGE: 24,949 SF STIM) TOTAL PARKING: ION CMS PARKING: REFER TO SHARED PARKING ANALYSIS Proposed Country Hills Towne Center Site Plan Country Hills Towne Center N W� s Figure 2-4 CONSULTING �II� I 4e = 1 I II I � il�i�J I I Ip Ie N r�osnro'os`Auwry L E ODS — — ) s LL L Ann ro �� R Pa v5 / NOTA PART � _.. � l€F1 ` ` � I m NOTA PRAT vmm a,a �- I.nnmr BLDG 17 - ros DIAMOND BAR BOULEVARD rur wwvEw.0 _ LIS , I.nJIMN 4V NCA6GV ,..____ ___ -- OWNER FIXTURE UNIT SUMMARY PROJECT SUMMARY (EXCEPT AAA OFFICE, BUILDING 15&BUILDING 16) ZONING INFORMATION LEGAL DESCRIPTION OOMMEFCALLAl _ ,636AC (199637 BFm) .(R)NEW MCOflaIM lma Ment Cl,,Inc. - __- - - - PARCELS 2 THROUGH 15 INCLUSIVE OF PARCEL MAP NO.1872$ RETAIL 76,785 SF (E] WSRNG WATER CLOSETS IAVATOHIES ZONE: O-I'MESTRICTED BUSINESS ZONE) 9595 All Pnuzvartl 'PMCEL UNE ADJUSiMEMS PALE IN-LMERETAIL/RESTAURANDS 37 35 IN IHE CITY OF Oil BAR. AS PER MAP FILED IN BOOK 247, OFFICE: 74,89 SF 3102442 2 2]720 670 SF Sl"1e 214 SETBACKS: PAGES 28 TO 311NCLUSME OF PARCEL MAPS, IN THE OFFICE OF RESTAURANT: REQUIRED EASED ON THIS NEWWls MEDICAL 7 PROFESSIONAL OFFICE BUIIDING 12 12 81 ,3 STE DESIGN Be2,,A 93212 BUILDING I7 3 3 FRONT=20 THE COUNTY RECORDED OF SAID COUNTY DAY SPA 5,259 SF OFFICE/RESTAURANT 4 9 SIDE =20 REAR=UNDETERMINED - -NG - -- TOTPL LEASEMLE BUILDING ARI 2210835E TOTAL FU(IURE UNRS N' HEIGHT: 2STOfiY BUILDING COVERAGE: 27.6% 8UV WA TOTALIM'OSCME AREA, 102,4705E TOTAL PARKING AREA 313,338 SF LANDSCAPE COVERAGE: 24,949 SF STIM) TOTAL PARKING: ION CMS PARKING: REFER TO SHARED PARKING ANALYSIS Proposed Country Hills Towne Center Site Plan Country Hills Towne Center N W� s Figure 2-4 CONSULTING Ln(a QJ � � m Cn h Ae Lb r j - CIO �WA ��� ' �\•� \ IN c , a ai N = a Q ? a z h " U y Country Hills Towne Center Screencheck Mitigated Negative Declaration One small section of buildings, known as 'Building 17', located to the south of the main entrance along Diamond Bar Boulevard, would be entirely renovated. The existing shops and market located at the southern end of the stripmall would be combined and renovated to accommodate a Market/Food Court. The remaining portions of the large stripmall that run the length of the western edge of the project site would be redeveloped and the entire arcade (fagade) of the strip mall area would be updated and aesthetically enhanced. Upon project completion, the Country Hills Towne Center would have a total floor area of 221,083 SF, compared to the current area of 169,777 SF, for a net increase of 51,306 SF. Therefore, the proposed project would increase the square footage of the shopping center by approximately 30 percent. The completed project would consist of 78,785 SF of retail, 74,670 SF of office, 6.1,369 SF of restaurant, and 6,259 SF of day spa, for a total building area of 221,083 SF. The main entrance would be renovated to include a new entry monument/signage, a wider landscaped median with a water feature. Structures would cover approximately 27.6 percent of the project site. In total, landscaping will account for approximately 7.6 percent of the site and the complex would have a total of 1,004 parking spaces. Upon completion of the construction activities, the project site would be re -landscaped. Ornamental plants, shrubs, and trees would be planted to enhance the aesthetics of the project site. In accordance with Chapter 22 of the City of Diamond Bar Development Code, the project applicant has requested the following approvals: • Zone Change No. 2004-01 Zone change from Neighborhood Commercial (C-1) to Community Commercial (C-2) district consistent with the General Plan Commercial designation. • Conditional Use Permit No. 2004-01 and Development Review 2004-19 Conditional Use Permit (CUP) and a Development Review for the renovation of the fagade of the existing shopping center totaling 221,083 square feet. • Variance No. 2004-02 Development of the Medical/Professional office building on the southeastern portion of the project site would require a Variance due to the current height restrictions on the site of 35 feet. The proposed building would be three-story and would be approximately 40 feet in height. 2.3.1 DRAFT PROJECT SCHEDULE The proposed project would be developed in one phase. The demolition and construction activities on the project site would be staged according to the tentative construction schedule presented in Table 2.3-1. It is anticipated that demolition activities would begin in December 2005 and all construction activities would be complete by the end of 2006. RAPAS\Projects\OBARU0161MND1DraR MNOfinal-092305ADc 2-7 Section 2.0 Project Location and Environmental Setting Country Hills Towne Center Screencheck Mitigated Negative Declaration TABLE 2.3-1 TENTATIVE CONSTRUCTION SCHEDULE Demolition of shops and market on south end of strip mall area December 2005 January 2006 Construction of MarkettFood Court; renovation of "Building 17" ; demolition of strip mall fa ade January 2006 May 2006 Demolition of day care and associated buildings March 2006 May 2006 Construction of 3 -story Medical/Professional office building May 2006 August 2006 Construction of 2 -story restaurantloffice on north end of site August 2006 December 2006 2.4 RELATED PROJECTS In the vicinity of the project site, there are several approved and/or proposed projects that may be affected by, or may have an effect upon, the proposed project. This list of proposed projects was also considered in the Traffic Impact Analysis report by Linscott, Law & Greenspan, Engineers. These projects, when considered in conjunction with the proposed project, have the potential to result in cumulative environmental impacts. The environmental analysis provided in Section 3.0 indicates that the proposed project, in conjunction with the other related projects identified above, would not result in significant cumulative environmental impacts. TABLE 2.4-1 RELATED PROJECTS FOR CUMULATIVE ANALYSIS Project Title Address/Location Description 50,000 SF church expansion, 202 Diamond Bar Village Mixed -Use Grand Avenue at golden Springs dwelling unit (DU) condominium Development Road, Diamond Bar complex, 50,100 SF office building, 157.781 SF shopping center Extended Stay America Brea Canyon Road south of 116 room hotel with 14,700 SF restaurant space, 4,000 SF retail Lycoming Street, Diamond Bar shops, and 4,000 SF offices Kaiser Permanente Medical Office Bridge Gate Drive at Copley Drive, 31,050 SF medical office building Building Diamond Bar Gateway Corporate Center, Lot #4 West of Gateway Drive, south of Golden Springs, Diamond Bar 25,000 SF office building Car Wash and Auto Center Grand Avenue, west side of SR -60 3 oil and lube stalls, 1 canaash, and Freeway 6 auto care stalls Mixed -Use Commercial 35,157 SF retail center, 10,000 SF Development 1035 Y. Banning Way, Diamond Bar high -turnover restaurant, and 5,096 SF office space Diamond Bar Center Shotgun Lane at Grand Avenue, 20,930 SF recreation community Diamond Bar center, and 18,400 SF library Industry East Buildings #6, 7, 8, 9 & South side of Garcia Avenue, east of 74,400 SF industrial park and 10 Grand Avenue, Industry 173,600 SF warehouse facilities Industry East Buildings #11, 14 and West side of Grand Avenue, south of 189,000 SF shopping center, 24,000 Major 6 Valley Boulevard, Industry SF industrial park, and 56,000 SF warehouse facilities Industry East Building #16 Southeast corner of Brea Canyon 105,000 SF industrial park and Road and Cheryl Lane, Industry 245,000 SF warehouse facilities Industry East Building #17 East side of Brea Canyon Road at 127,500 SF industrial park and Cheryl Lane, Industry 297,500 SF warehouse facilities R:1PAS1ProjectslDBARU016\MND\Draft MND-OnaW92305.doc 2-8 Section 2.0 Project Location and Environmental Setting Country Hills Towne Center Screencheck Mitigated Negative Declaration TABLE 2.4-1 (Continued) RELATED PROJECTS FOR CUMULATIVE ANALYSIS Project Title 7_ Address/Location Dgscfptiop Industry East Buildings #19, 20, 21, Baker Parkway, Industry 1,144,350 SF industrial park and 22 and 25 2,670,150 SF warehouse facilities Plantation III Buildings A & B i 1301 0 try 21401 Ferrero Parkway, 260,400 SF manufacturing facilities Snowcreek Village Grand Avenue, north of Valley 140,000 SF shopping center, 64 DU senior housing, and 150 bed Boulevard, Walnut Congregate Care Facility WVUSD Site D Mixed Use Diamond Bar Boulevard, east of 120,000 SF retail center, 117 Development Project Brea Canyon Road residential condominiums, and 58 single-family detached homes Country Homes Estates Horizon Lane, Diamond Bar 49 single family residential units Industry East Building Pads 1, 2 & 3, East side of Grand Avenue, south of 9,000 SF fast-food with drive-thru, Major 1, 2, 3, 4, 5 and 11 Valley Boulevard, Industry 60,000 SF of specialty retail shops, and 246,400 SF shopping center Industry East Building Major 7, 8, 9 & West side of Grand Avenue, south of 39,000 SF of specialty retail shops 10 Valley Boulevard, Industry and 40,000 SF shopping center East and West side of Grand 1,626,000 SF office space, 707,000 Industry Business Center Avenue, north of SR -60/01d Brea SF shopping center, 561,000 SF new Canyon Road, Industry car sales, 1,252,000 SF business park, and 633,000 SF industrial park 2,465 single-family DU, 357 DU of Aare Energy Planned Community Brea Canyon Road, north of Tonner senior housing, 778 multi -family DU, 18 -hole golf course, 300,000 SF Canyon Road, Los Angeles County shopping center, and 28 -acre sports park R:IPASU'rojectslDBARU0161MNDtD.ft MND-final-092305.doc 2.9 Section 2.0 Project Location and Environmental Setting Country Hills Towne Center Screencheck Mitigated Negative Declaration SECTION 3.0 ENVIRONMENTAL CHECKLIST FORM This section includes the completed environmental checklist form. The checklist form is used to assist in evaluating the potential environmental impacts of the proposed project. The checklist form identifies whether the project is expected to have potential significant impacts. Substantiation and clarification for each checklist response is provided below each environmental topic. 1. Project title: 2. Lead agency name and address: 3. Contact person and phone number: 4. Project Location: 5. Project sponsor's name and address: 6. General Plan designation: 7. Zoning: 8. Description of Project: Country Hills Towne Center City of Diamond Bar 21825 Copley Drive Diamond Bar, CA 91765 Nancy Fong, Planning Manager (909)839-7081 Country Hills Towne Center, west of Diamond Bar Boulevard between Cold Springs Lane and Fountain Springs Road, City of Diamond Bar Country Hills D.B. LLC. 9595 Wilshire Blvd, Suite 214 Beverly Hills, CA 90212 C- General Commercial C-1, Restricted Business The proposed project involves the expansion and renovation of the existing Country Hills Towne Center. The proposal calls for the construction of a three-story, 49,100 square foot (SF) Medical/Professional office building and a 12,408 SF restaurant/office building. These new structures would replace two existing buildings with a combined floor area of 17,399 SF. Other improvements include the redesign of "Building 17" and the development of the Market/Food Court, as well as the demolition and reconstruction of the fagade (arcade) of the strip mall. These changes would increase the amount of commercial/office space at the project site by 51,306 SF, or by approximately 30 percent. 9. Surrounding land uses and setting: The Country Hills Towne Center is an existing retail/commercial/entertainment development. The project site is immediately surrounded on all sides by single-family residences. There are no sensitive biological resources on the site. 10. Other public agencies whose approval is required: R:1PA5\P,ojeclslDBAR1J0161MND\Draft MND-Mal-092305.doc 3-1 Section 3.0 Environmental Checklist Form Country Hills Towne Center Screencheck Mitigated Negative Declaration ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: ® Aesthetic/Visual ❑ Agricultural Resources ® Air Quality ® Biological Resources ® Cultural Resources ® Geology/Soils ® Hazards & Hazardous Materials ® Hydrology/Water Quality ❑ Land Use/Planning ❑ Mineral Resources ® Noise ❑ Population/Housing ® Public Services ❑ Recreation ® Transportation/Traffic ® Utilities/Service Systems ❑ Mandatory Findings of Significance DETERMINATION: 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. ® 1 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 revisions in the -project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared. ❑ I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. ❑ I find that the proposed project MAY have a "potentially significant impact' or "potentially significant unless mitigated" impact 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. 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, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required. Signature of Lead Agency Representative Date Printed name Agency R:TA61Projec1s1DRARW0161MNMDmft MND-final-092306.doc 3-2 Section 3.0 Environmental Checklist Form Country Hills Towne Center Screencheck Mitigated Negative Declaration ENVIRONMENTAL ASSESSMENT 3.1 ' AESTHETICS Potentially Significant Less Than Significant With Significant No a) Have a substantial adverse effect on a scenic vista? ❑ ❑ ❑ b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic ❑ ❑ ® ❑ buildings within a state scenic highway? c) Substantially degrade the existing visual character or ❑ ❑ ® El of the site and its surroundings? d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the ❑ ❑ ❑ 19 3.1.1 AESTHETICS ANALYSIS a) No Impact. The proposed project involves the renovation of an existing shopping center. The project site is located in a developed urban area and there are no scenic vistas within or adjacent to the project site. b) Less Than Significant Impact. The proposed project would not substantially damage any scenic resources such as trees, rock outcroppings, or historic buildings. Construction activities would require the removal of some landscaping trees within the project area. Chapter 22.38 of the Diamond Bar Development Code addresses Tree Preservation and Protection. Native trees with a diameter at breast height (dbh) of eight inches including oak (Quercus spp.), walnut (Juglans californica), naturalized California Pepper (Shinus molle), as well as significant trees of cultural or historical value require preservation and maintenance under this ordinance. For commercial developments, every protected tree that is removed must be replaced at a minimum 3:1 ratio. As part of the project design, significant trees would be avoided where possible and would be replaced in order to retain or improve the landscaping aesthetic of the project site. Development of the site would be conducted in compliance with the City's Tree Preservation and Protection Ordinance. Tree replacement and general landscaping would ensure that the impact of construction on scenic resources would be less than significant. c) Less Than Significant Impact. The proposed project would result in an improvement to the aesthetics of the project site and would not degrade the existing visual character of the surroundings. Figure 3-1 presents a key map that depicts the locations and directions of photographs taken on the project site. Figures 3-2 through 3-6 depict the views of the site. Figure 3-2 shows the unpaved portion of the site along the northern project boundary that would be developed into the restaurant/office space. Figure 3-3 depicts the existing fagade and the size of the shopping center. Figure 3-4 shows 'Building 17' that would be redeveloped. Figure 3-5 shows the currently vacant existing market and shops that would be redeveloped into the Market/Food Court. Figure 3-6 shows the day care facility building that would be demolished to accommodate the new Medical/Professional office. As is illustrated by Figure 3-6, the project site is one to two stories below the elevation of Diamond Bar Boulevard. R:WAS1Projects\DBAR1J016WND10ratl MND-final-092305.doc 3-3 Section 3.0 Environmental Checklist Form \ f\\ 1 . . - \ \ \f f \ : . .: . | � � & \ � \ } \ § \: Country Hills Towne Center Screencheck Mitigated Negative Declaration The proposed project would develop a three-story building on the southeast corner of the project site, which would require a Variance from the City of Diamond Bar. Figure 2-5 in Section 2.0, Project Description, presents the graphic depiction of the proposed building. Currently, building heights are restricted to 35 feet in this area. The proposed building would be 40 feet high. This would increase the visibility of the building from Diamond Bar Boulevard as well as from the parking lot. However, the building would be largely obscured from Diamond Bar Boulevard by the difference in elevation as well as ornamental landscaping/trees. The new and renovated buildings would be constructed with aesthetically pleasing materials and architectural details that would enhance the overall appearance of the shopping center. The increased height of the building would not degrade the existing character of the site and the new construction on the property, including new landscaped entrance median and updated aesthetic features, would improve the character of the site. d) Less Than Significant Impact. The existing shopping center is currently a source of light in the area. Although the project would increase the amount of commercial development on the site, thereby increasing the amount of indoor lighting, there would not be a substantial increase in outdoor lighting that could impact surrounding land uses Lighting on the project site would be developed according to the Diamond Bar Municipal Code, which requires that if a light source is visible from outside the project boundary, shielding would be required to reduce glare so that neither the light source nor its image from a reflective surface would be directly visible from any point five feet or more beyond the property line. Therefore, compliance with the Municipal Code would ensure that impacts would be less than significant. 3.1.2 CUMULATIVE IMPACTS The proposed project would renovate an existing shopping center; therefore, all permanent aesthetic changes would be visual improvements. All impacted trees and landscaping elements would be replaced upon completion of construction activities. All construction -related visual impacts would be temporary and cumulative impacts would be less than significant. 3.1.3 MITIGATION PROGRAM Standard Conditions of Approval SC 3.1-1 Trees shall be preserved or mitigated for as required by the City of Diamond Bar Tree Preservation and Protection Ordinance, as codified in Chapter 22.38 of the Municipal Code. SC 3.1-2 All outdoor lighting shall conform to current City of Diamond Bar requirements as specified in Section 22.16.050, Exterior Lighting, of the Municipal Code. Mitigation Measures None required. R9PASW,ojecls1DBARW016WND\0raR MND-final-092305.doc 3-10 Section 3.0 Environmental Checklist Form Country Hills Towne Center Screencheck Mitigated Negative Declaration Less Than 3.2 AGRICULTURAL RESOURCES Potentially Significant Less Than Significant With Significant No 3.2.1 AGRICULTURAL RESOURCES ANALYSIS a) No Impact. There are no agricultural activities on or near the proposed project site, which are currently parkland, single-family residential, and municipal land uses. The project would not convert land designated as Prime Farmland, Unique Farmland, or Farmland of Statewide Importance, according to 1997 Natural Resource Conservation Service mapping, to non-agricultural uses. b) No Impact. The project site is currently zoned for Special Recreation SR and would not conflict with agricultural zoning. The project site is not covered by a Williamson Act contract. c) No Impact. The proposed project is within a highly urbanized area and would not impact any agricultural land or farmland. 3.2.2 CUMULATIVE IMPACTS The project would not directly or cumulatively impact agricultural resources. 3.2.3 MITIGATION PROGRAM Standard Conditions of Approval None. Mitigation Measures None required. R:1PAS1Projects\DBARW0161MNO10ratt MNe-Mal-092305.doc 3-11 Section 3.0 Environmental Checklist Form I a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland ❑ ❑ ❑ Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? b) Conflict with existing zoning for agricultural use, or a ❑ El 11Williamson Act contract? c) Involve other changes in the existing environment which, due to their location or nature, could result in ❑ ❑ ❑ ED 3.2.1 AGRICULTURAL RESOURCES ANALYSIS a) No Impact. There are no agricultural activities on or near the proposed project site, which are currently parkland, single-family residential, and municipal land uses. The project would not convert land designated as Prime Farmland, Unique Farmland, or Farmland of Statewide Importance, according to 1997 Natural Resource Conservation Service mapping, to non-agricultural uses. b) No Impact. The project site is currently zoned for Special Recreation SR and would not conflict with agricultural zoning. The project site is not covered by a Williamson Act contract. c) No Impact. The proposed project is within a highly urbanized area and would not impact any agricultural land or farmland. 3.2.2 CUMULATIVE IMPACTS The project would not directly or cumulatively impact agricultural resources. 3.2.3 MITIGATION PROGRAM Standard Conditions of Approval None. Mitigation Measures None required. R:1PAS1Projects\DBARW0161MNO10ratt MNe-Mal-092305.doc 3-11 Section 3.0 Environmental Checklist Form I Country Hills Towne Center Screencheck Mitigated Negative Declaration Less Than 3.3 AIR QUALITY Potentially Significant Less Than Significant With Significant No a) Conflict with or obstruct implementation of the applicable 1:1 El Elair quality plan? b) Violate any air quality standard or contribute substantially to an existing or projected air quality ❑ ❑ ® ❑ violation? c) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is in non - attainment under an applicable federal or state ambient ❑ ❑ ® ❑ air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? d) Expose sensitive receptors to substantial pollutant El ® ❑ 1:1concentrations? e) Create objectionable odors affecting a substantial El 171 ® ❑ number of people? 3.3.1 AIR QUALITY ANALYSIS The analysis presented below is based on the findings of an Air Quality Report prepared by JHA Environmental Consultants in September 2005. The full report is included in Appendix A. a) No Impact. The proposed project does not involve long-term changes to land use or other growth -inducing actions that could impact compliance with or implementation of the Air Quality Management Plan. b) Less Than Significant Impact. Construction activities related to the proposed project would not result in significant impacts to air quality. Maximum construction emissions and the South Coast Air Quality Management District's thresholds for significance for daily emission of pollutants are presented in Table 3.3-1 below. As shown, the thresholds for maximum daily construction emissions for pollutants are not exceeded and no mitigation is required. TABLE 3.3-1 CONSTRUCTION EMISSIONS AND SCAQMD SIGNIFICANCE THRESHOLDS (IN POUNDS PER DAY) R.XPAS1Projecls\DBARlJ0161MND1Dmft MND final 3-12 Section 3.0 Environmental Checklist Form i Country Hills Towne Center Screencheck Mitigated Negative Declaration (i After the completion of the construction activities, there would be an increase in emissions from operational activities due to the increase in motor vehicle traffic associated with an expansion of the shopping center. However, these impacts would be less than significant, 6 as shown in Table 3.3-2 below. The emissions estimates were calculated with the California I Air Resources Board's URBEMIS 2002 model and the project design specifications. It should be noted that the project design was revised after the air quality analysis was f conducted. However, the revised project design is slighter smaller than what was assumed for the air quality analysis; therefore, the estimates presented in Table 3.3-2 are greater than or equal to estimates for the revised project specifications, representing a worst case r scenario. As shown, the thresholds for maximum operational daily emissions for pollutants i,, are not exceeded and no mitigation is required. TABLE 3.3-2 fI OPERATIONAL EMISSIONS AND SCAQMD SIGNIFICANCE THRESHOLDS (IN POUNDS PER DAY) c) Less Than Significant Impact. As discussed in (b) above, the pollutant load generated by the construction and operation of the proposed project is well below the threshold for significance for all pollutants. Therefore, neither the construction nor the operation of the proposed project would result in cumulatively considerable net increases of criteria pollutants. d) Less Than Significant With Mitigation. Although fugitive dust emissions from construction activities would be well below SCAQMD emission thresholds, compliance with South Coast Air Quality Management District Rule 403, which would reduce PM1e and PM2.5 emissions, would protect nearby residences from exposure to fine particulates. Rule 403 requirements include the following measures: demolition debris will be watered as frequently as necessary to prevent fugitive dust, all stockpiles will be covered with tarps, and all truckloads of soil and debris will be securely covered with tarps before traveling on streets and highways. Furthermore, the California Air Resources Board has identified diesel particulate emissions as carcinogenic air toxins. Although the project site is located on an existing commercial development, there are many residences nearby the construction site and impacts from construction on sensitive receptors could be significant. Therefore, all diesel trucks and equipment should be fitted with particulate filters or traps. Additionally, construction workers should be advised to wear masks when working near diesel equipment or diesel trucks. With the implementation of these mitigation measures, all construction related impacts to sensitive receptors would be less than significant. e) Less Than Significant Impact. Odors may result during construction from diesel particulate emissions from some construction equipment and trucks. 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pajelaa sjoedwf lueoflfu6fs uegj ssal of lmsaa P1nom joefoad pasodoad eqj 'aaolaaagl alts eqj to luawdolanap aq) alepoww000e A}ales of kessooeu lualxa aqj of pajebilp AlsnolAaad aiem alis joefoad eqj aapun slloS •papea6 uaaq Apeaale seq jegj lowed elgejs 'jell a uo paleooi si golgm 'alis aqj to apis uaaglaou ayj uo coeds aoillo{jueanelsaa aqj col aq pinom 6ufplinq a (q pafdn000 lluaaano lou si legj alts a uo 6uuan000 uoijonalsuoo Aluo aqf •padoloAap (peaale sl jegl alis e uo pajeool sl }oafoad pasodoad aqj 'anoge paquosap sy •;oedw;;ueaylu63S ueyl ss97 (o •sooelans snoi/uedwf gjiM paned Alaafjue aq pinom alis eqj asneoaq uoisoaa ao fiosdol to ssol aqj asneo jou pinom alp ;oafoad agj to uoileaado aqf •apseal juejxa wnwfxew agj of sjoedwi pajelaa -uoijonajsuoo leijuajod oonpaa pinom sdWg pajelaa-uoijonalsuoo at -11 to uoilejuawaldwl -sjoedwf uolsoaa azfwfufw of SaijfAfloe uoijonalsuoo pue uoililowep 6uianp ajfs;oafoad aqj uo poluaweldwf aq pinom sdVHg uoilonalsuoo aaolaaagj :l!waad uofjonalsuoo leaauao (s3adN) wajsAs u01jeulw113 a6aegosfa juejnpod leuofjeN aqj aapun paaanoo aq of pannbaa si ;oafoad pasodoad eqj '� l!leno aajeM pue �(6oloapAH g•g uoposs of pessnosfp sy -(sdlNg) saoiloead juewa6euelN ;sag ql!m elgeoijoead luajxe wnwfxew agj of pe6euew aq pinom uoijonalsuoo 6ufanp lefluelod uoisoa3 •uoijonalsuoo 6uunp a6euieap polfoaluooun si 'luawuoaiAua uegan ue ui (laelnoped 'uolsoaa to aoanos jse6aei agl -;oedual;ueal�luft ueyl ss97 (q •jueoiliuft uegj ssal si sapilspuel pajelaa-Alleofwsfas col leguajod agl •padolanap AIlnl uaaq Apeaale seq jegj ufeaaaj lan91 'paz!I!gejs Aisnofnaad Aq popunoaans si eaae joefoad pasodoad aqj 'anoge peuoiluaw sy •;oedwl ;ueol;lu818 ueyl ssa7 (At •jueoilfu6fs ueq} ssal si uogoelenbp palelaa -Alleofwsfas col legualod aqj '6ufpea6 lelluelsgns aambaa jou pinom }oafoad pasodoad aqf pue padolanap (peaafe si alis eqj jegj uaAio •sjuiadlool 6uipl!nq 6uilsfxe uo ooeid aAej pinom S91j!Agoe uofjonalsuoo eqj jo jsoW •alis eqj to juawdolanap agl ajepoww000e Aleles of fuessoosu juajxe eqj of pals6fjiw AlsnoiAaad aaann alts ;oafoad aqj aapun slfoS •juawdolanap Ieioaawwoo sajepoww000e ApeaaIe seq jegj ufeaaaj lanai 'pezflfgels Alsnolnaad Aq popunoaans si eaae joefoad pasodoad aqf •;oedwl;ueal�lu63S ueyl s607 Nt uo)Mpap 9AIJe6aN MOON WagnuaaJog jalueo admol spill Ajpnoo Country Hills Towne Center Screencheck Mitigated Negative IJeclaration iii) Less Than Significant Impact. The proposed project area is surrounded by previously stabilized, level terrain that has already accommodates commercial development. Soils under the project site were previously mitigated to the extent necessary to safely accommodate the development of the site. Most of the construction activities would take place on existing building footprints. Given that the site is already developed and the proposed project would not require substantial grading, the potential for seismically - related liquefaction is less than significant. iv) Less Than Significant Impact. As mentioned above, the proposed project area is surrounded by previously stabilized, level terrain that has already been fully developed. The potential for seismically -related landslides is less than significant. b) Less Than Significant Impact. The largest source of erosion, particularly in an urban environment, is uncontrolled drainage during construction. Erosion potential during construction would be managed to the maximum extent practicable with Best Management Practices (BMPs). As discussed in Section 3.8 Hydrology and Water Quality, the proposed project is required to be covered under the National Pollutant Discharge Elimination System (NPDES) General Construction permit; therefore construction BMPs would be implemented on the project site during demolition and construction activities to minimize erosion impacts. Implementation of the construction -related BMPs would reduce potential construction - related impacts to the maximum extent feasible. The operation of the project site would not cause the loss of topsoil or erosion because the site would be entirely paved with impervious surfaces. c) Less Than Significant Impact. As described above, the proposed project is located on a site that is already developed. The only construction occurring on a site that is not currently occupied by a building would be for the restaurant/office space on the northern side of the site, which is located on a flat, stable parcel that has already been graded. Soils under the project site were previously mitigated to the extent necessary to safely accommodate the development of the site. Therefore, the proposed project would result in less than significant impacts related to development on an unstable soil unit. d) Less Than Significant Impact. As described above, the project site is stable and already developed. Soils under the project site were previously mitigated to the extent necessary to safely accommodate the development of the site and it is assumed that any danger posed by expansive soils was addressed in the initial development. Therefore, potential impacts from expansive soils would be less than significant. e) No Impact. The project would be served by the public sewer system, thus there is no impact on soils inadequately capable of supporting the use of septic tanks or alternative waste water disposal systems. 3.6.2 CUMULATIVE IMPACT Generally, geotechnical issues are site-specific and are usually limited to areas within the development boundaries of the project site. Any incremental contribution of the proposed project to soils and geological impacts is not considered cumulatively considerable because: development of the project site would comply with the applicable requirements of the Uniform Building Code and the mitigation requirements identified below would be implemented. These requirements would avoid any cumulative geotechnical impacts that may occur on the project site. R:IPABIProjeclsOBARW010\MND10raft MND-final092305.doc 3-18 Section 3.0 Environmental Checklist Form Country Hills Towne Center Screencheck Mitigated Negative Declaration 3.6.3 MITIGATION PROGRAM Standard Conditions of Approval SC 3.6-1 All structures shall conform to the City of Diamond Bar's Building Code, which incorporates UBC and the California Building Code requirements. SC 3.8-1 Prior to the issuance of a grading permit for construction of the proposed project, the project applicant shall obtain coverage under the NPDES General Storm Water Permit for Storm Water Discharges Associated with Construction Activities (Water Quality Order 99-08-DWQ). The project applicant shall file a Notice of Intent, prepare a SWPPP, and submit the appropriate fees to the State Water Resources Control Board, Division of Water Quality in order to obtain coverage for construction activities. Pursuant to the permit requirements, the project applicant shall minimize construction related pollutants in the site runoff through the implementation of Best Management Practices. (Repeat of Standard Condition from Section 3.8) Mitigation Measures None required. 3.7 HAZARDSMAZARDOUS MATERIALS Potentially Significant Impact Less Than Significant With Miti ation Less Than Significant Impact No impact Would the project:' a) Create a significant hazard to the public or the environment through the routine transport, use, or ❑ ® ❑ ❑ disposal of hazardous materials? b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and El❑ ® E]accident conditions involving the release of hazardous materials into the environment? c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste ❑ ❑ ® ❑ within one -quarter -mile of an existing or proposed school? 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, ❑ ❑ ❑ 19 would it create a significant hazard to the public or the environment? e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the ❑ ❑ ❑ project result in a safety hazard for people residing or working in the project area? f) For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing ❑ ❑ ❑ R:\PAS1Projects108ARV010UAND\Draft MNE)Anal-092305.doc 3-20 Section 3.0 Environmental Checklist Form `f Country Hills Towne Center Screencheck Mitigated Negative Declaration Less Than 3.7 HAZARDSMAZARDOUS MATERIALS Potentially Significant Less Than Significant With Significant No g) Impair implementation of or physically interfere with an adopted emergency response plan or emergency ❑ ❑ ❑ evacuation plan? h) Expose people or structures to a significant risk of loss, injury, or death involving wildland fires, including where El 11 ID wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? 3.7.1 HAZARDS AND HAZARDOUS MATERIALS ANALYSIS a) Less Than Significant With Mitigation. The proposed project would not involve the routine transport, use, or disposal of hazardous materials. Demolition activities for the proposed project site include the removal of several existing buildings that would not contain hazardous substances. However, demolition debris from the removal of the existing "Alpha Beta" building, which was constructed in 1965, has the potential to contain lead-based paint and/or asbestos. If these materials are present, then demolition activities on the project site would disturb these hazardous substances, and potentially detach them from the surface of the structure and expose workers and/or residents to these materials. Additionally, the act of transporting these materials off-site to an appropriate hazardous waste handling facility could facilitate the dispersal of these materials. However, the risks associated with demolition activities and the transport of hazardous materials are adequately addressed by existing federal and state laws. In order to minimize the potential impacts of demolition activities on the health of construction workers, the California Code of Regulations, Title 8, California Occupational Safety and Health Administration (Cal/OSHA) developed safety and health management standards to minimize workplace hazards. Chapter 4 Division of Industry Standards, Subchapter 4 Construction and Safety Orders, Article 4, describes regulations relating to dust, fumes, mists, vapors, and gases. Section 1529 details the requirements for construction and demolition activities as they relate to asbestos and Section 1532.1 presents the requirements related to the handling of materials containing lead. The South Coast Air Quality Management District (SCAQMD) regulates demolition and construction activities that may release asbestos into the air. Rule 1403 specifies procedures and requirements for asbestos surveying, notification, removal, handling and clean-up procedures, and storage, disposal and landfilling requirements. Compliance with these SCAQMD requirements would reduce potential exposure impacts to less than significant. The Hazardous Materials Transportation Act administered by the U.S. Department of Transportation governs the transport of hazardous materials. The California Department of Transportation (Caltrans) implements the federal regulations published as the Code of Federal Regulations (CFR), Title 49, known as the Hazardous Materials Transportation Act. These laws regulate the handling and transport of hazardous waste materials. With the inclusion of the mitigation program below, the potential impact associated with demolition activities and the short-term transport of hazardous waste materials from the project site would be less than significant. R:1PAS1ProjeclslDBARlID151MNDOraft MND-Mal-092305.doc 3-21 Section 3.0 Environmental Checklist Form Country Hills Towne Center Screencheck Mitigated Negative Declaration The operational characteristics of the project site would not include activities that involve hazardous wastes or materials. Therefore, long-term operation of the project site would not create a hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials. b) Less Than Significant Impact. Neither demolition nor construction activities for the proposed project would create a hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment. The federal and state regulations discussed above and presented in the mitigation program would ensure that demolition activities would not expose people to hazardous substances. Operational activities on the project site would not involve the use or transport of hazardous substances; therefore, there the possibility of accidentally releasing hazardous materials into the environment is less than significant. c) Less Than Significant Impact. The only hazardous emissions that would be emitted from the project site would be diesel exhaust.from construction equipment. If asbestos or lead based paint is found in the existing structures, then the hauling of that debris could pose a hazard to nearby sensitive receptors. There are three schools located within one mile of the project site, which are summarized in Table 3.7-1 below. One of the schools, Castle Rock Elementary, is located within 0.25 mile of the project site. TABLE 3.7-1 SCHOOLS WITHIN ONE MILE OF PROJECT SITE However, the schools listed above would not be exposed to potentially hazardous materials. The demolition activities are short-term in nature and would be conducted according to federal and state regulations regarding demolition activities. Furthermore, the trucks carrying the demolition materials would not carry debris loads down Castle Rock Road or Evergreen Springs Drive, thereby avoiding close contact with these elementary schools. Compliance with applicable regulations for the hauling of hazardous waste, if required, would ensure that impacts to sensitive receptors, including neighboring single family homes and Diamond Bar High School (which may be along the haul route) would ensure that potential impacts to schools would be less than significant. d) No Impact. The proposed project site is not listed as a hazardous materials site pursuant to Government Code Section 65962.5. e) No Impact. The project is not located within an airport land use plan and is not within a crash hazard zone. Q No Impact. The proposed project is not located in proximity to a private airstrip. R:1PAS\Projecla\DBARU016\MND1DraR MND-final-092305.daa 3-22 Section 3.0 Environmental Checklist Form Country Hills Towne Center Screencheck Mitigated Negative Declaration g) No Impact. The proposed project would not impair the implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan. h) No Impact. The proposed project would not expose people or structures to significant risk involving wildland fires. The proposed project is in an urban environment and not adjacent to open space or wildland areas. 3.7.2 CUMULATIVE IMPACTS The proposed project would not result in cumulative impacts for hazards and hazardous materials. None of the projects listed in Table 2 in Section 2.4 - Related Projects, would involve the demolition of structures in the vicinity of the project site or would be using the same haul route as the proposed project. All potential direct impacts would be fully mitigated with implementation of the mitigation program. 3.7.3 MITIGATION PROGRAM Standard Conditions of Approval SC 3.7-1 If hazardous materials are present in construction debris, then any and all hazardous waste materials shall be transported off-site by a properly licensed hazardous waste hauler, who must be in compliance with the Department of Transportation regulations under Title 49 CFR 171-179 and under 40 CFR 263 (Subtitle C of RCRA). SC 3.7-2 If hazardous materials are present in construction debris, then demolition activities shall be performed in compliance with all applicable federal and state regulations, including Cal/OSHA and SCAQMD Rule 1403 regulations and procedures. Mitigation Measures MM 3.7-1 Prior to commencement of demolition, a complete asbestos and lead paint survey shall be conducted on structures to be demolished at Country Hills Towne Center if they have the potential to contain asbestos or lead paint. If asbestos or lead paint materials are present, they will be handled by a trained and licensed asbestos or lead paint abatement contractor and disposed of in compliance with all applicable regulations Less Than 3.8 HYDROLOGY AND WATER QUALITY Potentially Significant Less Than Significant With Significant No a) Violate any water quality standards or waste discharge El El ® Elrequirements? b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production ❑ ❑ ® ❑ rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted? R:IPASVProjects\DBARW016VMND1Drafl MND-final-092305.doc 3-23 Section 3.0 Environmental Checklist Form 3.8 HYDROLOGY AND WATER QUALITY Country Hills Towne Center Screencheck Mitigated Negative Declaration Less Than Significant Less Than With Significant No 3.8.1 HYDROLOGY AND WATER QUALITY ANALYSIS a) Less Than Significant Impact. Demolition and construction activities on the site have the potential to contribute sediment -laden runoff and pollutants from earth disturbance and heavy equipment leaks into the storm sewer system during rain events. The State Water Resources Control Board (SWRCB), Division of Water Quality issues NPDES stormwater permit for general construction activities. The Los Angeles Regional Water Quality Control Board (LARWQCB) enforces the NPDES program for the State of California within its jurisdiction, which includes the City of Diamond Bar. Dischargers whose projects disturb one or more acres of soil are required to obtain coverage under the General Permit for Discharges of Storm Water Associated with Construction Activity (Construction General Permit, 99-08-DWQ). Coverage under the Construction General Permit is accomplished by completing and filing a Notice of Intent with the SWRCB and by preparing and implementing a Storm Water Pollution Prevention Plan (SWPPP) prior to grading. The primary objective of the SWPPP is to identify, construct, implement, and maintain Best Management Practices (BMPs) to reduce or eliminate pollutants in stormwater discharges from the construction site. The SWPPP must include BMPs the discharger would use to protect storm water runoff during construction and the placement of those BMPs. Additionally, a SWPPP must include a site map, a visual monitoring program, and a chemical monitoring program for "non-visible" pollutants to be implemented if there is a failure of a BMP. R:\PAS\ProjectslDSARW0161MND1Draft MND-final-092305.doc 3-24 Section 3.0 Environmental Checklist Form c) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a 171 111 E3stream or river, in a manner that would result in substantial erosion or siltation onsite or offsite? d) Substantially alter the existing drainage patter of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or ❑ ❑ ® ❑ amount of surface runoff in a manner that would result in flooding onsite or offsite? e) Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage ❑ ❑ ❑ systems or provide substantial additional sources of pollutant runoff? f) Otherwise substantially degrade water quality? ❑ ❑ ❑ g) Place housing within a 100 -year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood El E) 11Insurance 19 Rate Map or other flood hazard delineation map? h) Place within a 100 -year flood hazard area structures ❑ Elwhich El would impede or redirect flood flows? 1) Expose people or structures to a significant risk of loss, . injury, or death involving flooding, including flooding as a ❑ ❑ ❑ result of the failure of a levee or dam? .. it Inundation by seiche. tsunami_ nr mudflnw? n Fl n M 3.8.1 HYDROLOGY AND WATER QUALITY ANALYSIS a) Less Than Significant Impact. Demolition and construction activities on the site have the potential to contribute sediment -laden runoff and pollutants from earth disturbance and heavy equipment leaks into the storm sewer system during rain events. The State Water Resources Control Board (SWRCB), Division of Water Quality issues NPDES stormwater permit for general construction activities. The Los Angeles Regional Water Quality Control Board (LARWQCB) enforces the NPDES program for the State of California within its jurisdiction, which includes the City of Diamond Bar. Dischargers whose projects disturb one or more acres of soil are required to obtain coverage under the General Permit for Discharges of Storm Water Associated with Construction Activity (Construction General Permit, 99-08-DWQ). Coverage under the Construction General Permit is accomplished by completing and filing a Notice of Intent with the SWRCB and by preparing and implementing a Storm Water Pollution Prevention Plan (SWPPP) prior to grading. The primary objective of the SWPPP is to identify, construct, implement, and maintain Best Management Practices (BMPs) to reduce or eliminate pollutants in stormwater discharges from the construction site. The SWPPP must include BMPs the discharger would use to protect storm water runoff during construction and the placement of those BMPs. Additionally, a SWPPP must include a site map, a visual monitoring program, and a chemical monitoring program for "non-visible" pollutants to be implemented if there is a failure of a BMP. R:\PAS\ProjectslDSARW0161MND1Draft MND-final-092305.doc 3-24 Section 3.0 Environmental Checklist Form Country Hills Towne Center Screencheck Mitigated Negative Declaration BMPs most often used during construction activities include surrounding the construction site with sand bags and/or silt fencing to minimize sediment -laden runoff from entering the storm drain system, temporary desilting basins, and timing the grading activities to avoid the rainy season. Appropriate BMPs would be applied during grading and construction activities, which would ensure that short-term construction -related water quality impacts would be less than significant. Operational activities on the site would not violate water quality standards. The use of pesticides/herbicides on landscaping would be minimal and comparable to existing amounts. Because the proposed project does not involve the creation or addition of at least 5,000 square feet of impervious surfaces or the creation or addition of fifty percent or more of impervious surfaces, the project is not subject to the requirements of the Standard Urban Storm Water Mitigation Plan (SUSMP). Operational activities of the site would be similar to existing uses and would not require additional structural BMPs, and potential impacts would be less than significant. b) Less than Significant Impact. The proposed project would not significantly impact groundwater supplies or interfere with groundwater recharge. Potable water would be supplied by the Walnut Valley Water District. The District provides water service to the City. The District purchases imported water from the Three Valleys Municipal Water District, a member agency of the Metropolitan Water District of Southern California (MWD). The District is completely dependent on imported water and obtains this water almost entirely from MWD; therefore, impacts to groundwater would be less than significant. Potable groundwater is not available within the District's boundaries. This project design would result in a very small increase in impervious surface on the site. A mixed-use restaurant and office building would be built on a currently vacant and graded plot that is approximately 125 feet by 60 feet. This change in impervious cover is not significant, as the footprint of the new building represents less than 1 percent of the total site area. Therefore, project would not create substantial amounts of impervious surfaces that could impact the amount of groundwater recharge in the project area and potential impacts would be less than significant. c) No Impact. Runoff from the project site is currently accommodated through the storm drain system maintained by the Los Angeles County Flood Control District. The proposed project—located on a site that is already developed—would not divert or alter the existing drainage pattern on the property. d) Less than Significant Impact. As previously discussed, this project design would result in a very small increase in impervious surface on the site. A mixed-use restaurant and office building would result in new impervious cover that represents less than 1 percent of the total site area. Furthermore, the project design contains new landscape features, including an island in the parking lot containing water and vegetation that would be roughly 120 feet by 30 feet. Additional new landscaping elements would negate the increase in impervious surface. Therefore, stormwater runoff amounts and rates would not be increased significantly. e) No Impact. As mentioned in 3.8.1.(b) and (d) above, the proposed project would not significantly increase the amount of impervious cover on the project site, thus there would not be a significant change to the amount of stormwater entering the storm drain system. The capacity of the stormwater drainage system would not be impacted by the proposed project. R:\PAS1Projects\DBARU016\MND\Draft MND-final-092305.doc 3-25 Section 3.0 Environmental Checklist Form Country Hills Towne Center Screencheck Mitigated Negative Declaration f) Less Than Significant Impact. As previously discussed, compliance with NPDES General Construction Permit requirements, including the development of a SWPPP and implementation of BMPs, would ensure that construction activities would not degrade water quality. Operational activities on the site would increase the amount of commercial uses on the site, thereby potentially increasing the amount of vehicle traffic that would visit the site. However, the increase in development and associated traffic is below the threshold for requiring additional BMPs for water quality pursuant to SUSMP. Therefore, potential water quality impacts would be less than significant. g) No Impact. The project would not place housing within a 100 -year flood plain, as mapped by on a Federal Flood Hazard Boundary or Flood Insurance Rate Map, or other flood hazard delineation map. h) No Impact. The proposed project would not place structures within a 100 -year flood hazard area or impede or redirect flows within a 100 -year floodplain. i) No Impact. The project would not expose people or buildings to any risk of flooding. j) No Impact. The proposed project would not expose people or structures to inundation by seiche, tsunami, or mudflow. The project site is not adjacent to a reservoir or lake that could experience seiche during ground -shaking events. The project site is located over 25 miles from the ocean and would not be in danger from a tsunami event. The project is located on relatively level ground and would not expose people or structures to a significant risk involving mudslides. 3.8.2 CUMULATIVE IMPACTS The project would not result in cumulatively considerable impacts related to hydrology or water quality. Potential water quality impacts associated with construction activities would be mitigated through the use of BMPs, pursuant to coverage under the NPDES General Construction Permit. Additionally, operational water quality impacts from the proposed project would be less than significant. Because the project would be generating only minimal amounts of additional pollutants attributable to additional vehicle trips to the site, cumulative hydrology impacts would not be cumulatively considerable. 3.8.3 MITIGATION PROGRAM Standard Conditions of Approval SC 3.8-1 Prior to the issuance of a grading permit for construction of the proposed project, the project applicant shall obtain coverage under the NPDES General Storm Water Permit for Storm Water Discharges Associated with Construction Activities (Water Quality Order 99-08-DWQ). The project applicant shall file a Notice of Intent, prepare a SWPPP, and submit the appropriate fees to the State Water Resources Control Board, Division of Water Quality in order to obtain coverage for construction activities. Pursuant to the permit requirements, the project applicant shall minimize construction related pollutants in the site runoff through the implementation of Best Management Practices. Mitigation Measures None required. R:�PA51Project81D6ARU016tMNDIDrafl MND-final-092305.doc 3-26 Section 3.0 Environmental Checklist Form Country Hills Towne Center Screencheck Mitigated Negative Declaration Less Than 3.9 LAND USE AND PLANNING Potentially Significant Less Than Significant With Significant No a) Physically divide an established community? ❑ ❑ ❑ b) Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific ❑ ❑ ® ❑ plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? c) Conflict with any applicable habitat conservation plan or ❑ El Elnatural community conservation Dian? ED 3.9.1 LAND USE AND PLANNING ANALYSIS a) No Impact. The proposed project would renovate existing facilities and construct new facilities within the existing project footprint. No new land uses are proposed. The project would not divide an established community. b) Less Than Significant Impact. In accordance with Chapter 22 of the City of Diamond Bar Development Code, the project applicant has requested the following approvals: • Zone Change No. 2004-01 Zone change from Neighborhood Commercial (C-1) to Community Commercial (C-2) district consistent with the General Plan Commercial designation. The C-1 zoning district is applied to areas appropriate for retail sales, offices, and services serving the daily needs of nearby residents. The C-2 zoning district is applied to areas appropriate for a wide range of retail shopping and service uses, primarily intended to serve the needs of Diamond Bar residents. The allowable floor area ratio for nonresidential development in both C-1 and C-2 is from 0.25 to 1.00. Both the C-1 and the C-2 zoning districts are consistent with the general commercial land use category of the general plan. Conditional Use Permit No. 2004-01 and Development Review 2004-19 Conditional Use Permit (CUP) and a Development Review for the renovation of the fagade of the existing shopping center totaling 221,083 square feet. The conditional use permit will be approved, with or without conditions, only if all of the following findings can be made: (1) The proposed use is allowed within the subject zoning district with the approval of a conditional use permit and complies with all other applicable provisions of this development code and the Municipal Code; (2) The proposed use is consistent with the general plan and any applicable specific plan; (3) The design, location, size, and operating characteristics of the proposed use are compatible with the existing and future land uses in the vicinity; R:\PA$kProjectslDBARV016\MND10rafi MNDAnaF092305.doc 3-27 Section 3.0 Environmental Checklist Form APPENDIX A DIAMOND BAR TOWNE CENTER AIR QUALITY REPORT Air Quality Analysis for Towne Center Project in the City of Diamond Bar JHA Environmental Consultants September 2005 I PROJECT DESCRIPTION The proposed project is the renovation of an existing shopping center in the City of Diamond Bar. The project would include a net increase of 63,783 square feet to the current 172,498 square -foot center. This total includes the demolition of a 24,428 square -foot movie theater and a 7,500 square -foot day care center as well as decreasing the size of retail shops and services by 14,820 square feet and office suites by 4,180 square feet. New construction will include 6,800 square foot restaurant pads and a 61,583 square foot medical office building. It also includes the expansion of an existing 47,040 square -foot market and food court by 36,828 square feet, an in-line food services/restaurant building by 8,300 square feet and fast-food drive through restaurants by 1,200 square feet. In addition, the existing fagade of the market would be demolished and a new fagade built. Interiors of the altered buildings would also be refurbished. Demolition of the market and associated structures is scheduled to begin in November, 2006. ENVIRONMENTAL SETTING The California Air Resources Board (CARB) divides the state into air basins that share similar meteorological and topographical features. Los Angeles County is in the South Coast Air Basin (SCAB), a 6,600 square -mile area comprised of all of Orange County and the non -desert portions of Los Angeles, Riverside, and San Bernardino counties. The SCAB's climate and topography are highly conducive to F the formation and transport of air pollution. Peak ozone (03) concentrations in the SCAB over the last two decades have occurred at the base of the mountains around Azusa and Glendora in Los Angeles County and at Crestline in the mountain area above the City of San Bernardino. Both peak ozone concentrations and the number of days the ozone standards were exceeded decreased everywhere in the SCAB throughout the 1990's. Carbon monoxide concentrations have also dropped significantly throughout the SCAB as a result of strict new emission controls and reformulated gasoline sold in winter months. The EPA Regulatory and Planning Requirements Federal Attainment Status The Clean Air Act gave the SCAB, which was the nation's only "extreme" ozone non -attainment area until the U.S. Environmental Protection Agency (EPA) reclassified the San Joaquin Valley Air Basin ' from "severe" to "extreme" in 2001, until 2010 to achieve the national 1 -hour ozone standard. In July 1997, the EPA promulgated a new 8 -hour standard for ozone and a new standard for fine particulate matter (PM2.5). These standards were challenged in court and ultimately upheld by the U.S. Supreme E Court. On April 15, 2004, the EPA released its list of 8 -hour ozone non -attainment areas, together with the deadline for each non -attainment area to attain the standard. Areas with the highest 8 -hour concentrations and the greatest number of days exceeding the new standard were given the longest time to Diamond Bar Towne Center Air Quality Report September 2005/Page I Table 1: Ambient Air Quality Standards Air Pollutant 'State Standard National Standards Health Effect Primary Secondary Ozone 0.09 ppm, 1 -hr. avg. 0.12 ppm, I -hr. avg. 0.12 ppm, I -hr. avg. Aggravation of (03) 0.070 -8 -hr. avg. 0.08 ppm, 8 -hr. avg. 0.08 ppm, 8 -hr. avg, respiratory and (approved 4/28/05, to cardiovascular be effective in early diseases; Impairment 2006) of cardiopulmonary function Respirable Particulate 50 pg/m , 24 -hr. avg. 150 pg/m , 24 -hr. avg. 150,;, g/m , 24 -hr. avg.; Increased cough and Matter (PMio) 20 pg/m3 AGM 50 pg/m3 AAM 50 pm3 AAM chest discomfort; reduced lung function; Fine Particulate No 24 -hr., State std. 65 pg/m', 24 -hr, avg. 65 pg/m , 24 -hr. avg. aggravation of Matter (PM2,5) 12 pg/m3 AGM 15 pglm3 AAM 15 pg/m3 AAM respiratory and cardio- respiratory diseases Carbon Monoxide 9.0 ppm, 8 -hr. avg. 9 ppm, 8 -hr. avg. None Aggravation of (CO) 20 ppm. I -hr. avg. 35 ppm, 1 -hr. avg. respiratory diseases asthma, emphysema) sema Nitrogen Dioxide 0.25 ppm, 1 -hr. avg. 0.053 ppm, annual 0.053 ppm, annual Aggravation of Or avg. avg. respiratory illness Sulfur Dioxide .25 ppm 1 -hr. 0.03 ppm, annual avg. 0.5 ppm, 3 -hr. avg. Aggravation of (SO2) 0.04 ppm, 24 -hr avg. 0.14 ppm, 24 -hr. avg. respiratory diseases asthma, emphysema) Lead 1.5 Pg/m3, monthly 1.5 mg/m3, calendar 1.5 pg/m Impairment of blood (Pb) avg. quarter and nerve function; behavioral and hearing problems in children Visibility -Reducing Extinction coefficient No federal standard No federal standard Particles of 0.23 per Ion, visibility of 10 miles at relative humidity less than 70%, 1 observation Sulfates - 25 pg/m3, 24 -hr. avg. No federal standard No federal standard Increased morbidity (SO4) and mortality in conjunction with other pollutants Hydrogen Sulfide 0.03 ppm, 1 -hr. avg. No federal standard No federal standard Toxic at very high S concentrations Vinyl Chloride 0.010 ppm, 24 -hr. avg. No federal standard No federal standard Carcinogenic Note: ppm = parts per million by volume mg/m'= micrograms per cubic meter AAM = annual arithmetic mean AGM = annual geometric mean Source: California Air Resources Board, May 6, 2005 Diamond Bar Towne Center Air Quality Report 2005/Page3 Table 1: Summary of Air Quality Data - Pomona -Walnut Valley (SRA 10) Air Monitoring Station Pollutant Standards 2000 2001 2002 2003 2004 Ozone (03) State standard (1 -hr. avg. 0.09 ppm) National standard (1 -hr avg. 0.12 ppm) National standard (8 -hr avg. 0.08 ppm) Maximum I -hr concentration (in ppm) 0.15 0.144 0.150 0.161 0.131 Maximum 8 -hr concentration (in ppm) 0.124 0.008 0.112 0.123 0.102 Number of days state (I -hr) standard exceeded 18 12 28 39 31 Number of days national 1 -hr standard exceeded 3 1 5 13 4 Number of days national 8 -hr standard exceeded 5 3 is 24 13 Carbon Monoxide (CO) State standard (I -hr. avg. 20 ppm) National standard (1-br avg. 35 ppm) State standard (8 -hr, avg. 9.0 ppm) National standard (8 -hr avg. 9 ppm) Maximum concentration 1 -hr period (in ppm) 7 5 6 6 4 Maximum concentration 8 -hr period (in ppm) 4.9 3.43 3.3 4.4 3.1 Number of days state/nat7 1 -hr standards exceeded 0 0 0 0 0 Number of days state/nat'l 8 -hr standard exceeded 0 1 0 0 0 0 Nitrogen Dioxide (NO,) State standard (1 -hr avg. 0.25 ppm) National standard (0.0534 AAM in ppm) Annual arithmetic mean (in ppm) 0.0435 0.0274 0.0365 0.0352 0.0314 Percent national standard exceeded 0 0 0 0 0 Maximum 1 -hr concentration 0.14 0.13 0.11 0.12 0.11 Number of days state 1 -hr standard exceeded 0 0 0 0 0 Fine Particulates (PM10)' State standard (24 -hr. avg. 50 ltg/m) National standard (24 -hr avg. I50 gg/m3) Maximum 24 -hr concentration 94 108 91 119 83 Percent samples exceeding state standard 42 38 40.4 35 14.5 Percent samples exceeding national standard 0 0 0 0 0 Respirable Particulates (PMz.5)' National standard (24 -hr avg. 65 gg/ml) Maximum 24 -hr concentration 92.5 79.7 72.4 121.2 75.6 Percent samples exceedingnational standard 1.5 1.3 1.3 1.0 0.4 'Particulates not measured in SRA 10. PMia and PM2.5 readings are from SRA 9, East San Gabriel Valley ppm = parts per million µg/m3 = micrograms per cubic meter Source: SCAQMD Air Quality Data --2000 through 2004 Diamond Bar Towne Center Air Quality Report September 2005/Page 5 Table 2: Emission Thresholds of Significance Pollutant Construction Operations pounds/day tons/quarter pounds/day Carbon Monoxide (CO) 550 24.75 550 Sulfur Oxides (SO.) 150 6.75 150 Particulate Matter (PM10) 150 6.75 150 Nitrogen Oxides (NO.) 100 2.5 55 Volatile organic compounds (VOC) 75 2.5 55 Source: South Coast Air Quality Handbook, 1993 Carbon monoxide concentrations in an area that already exceeds national or state CO standards are also considered significant if the increase exceeds one part per million (ppm) averaged over one hour or 0.45 ppm averaged over eight hours. In addition, the SCAQMD considers potential air quality impacts identified by the California Environmental Air Quality Act (CEQA) Guidelines to also be significant if the project would: • Conflict with or obstruct implementation of the applicable air quality plan. • Violate any air quality standard or contribute substantially to an existing or projected air quality violation. • 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 release in emissions which exceed quantitative thresholds for ozone precursors). • Expose sensitive receptors to substantial pollutant concentrations. • Create objectionable odors affecting a substantial number of people. Ambient air standards are established to protect the average person from health effects associated with air pollution. The standards include an "adequate margin of safety." However, some people are particularly sensitive to some pollutants. These sensitive people include persons with respiratory illnesses or impaired lung function because of other illnesses, the elderly, and children. Facilities and structures where these sensitive people live or spend considerable amounts of time are known as sensitive receptors. Chapter 4 of the SCAQMD's new Air Quality Analysis Guidance Handbook defines land uses considered to be sensitive receptors as long-term health care facilities, rehabilitation centers, convalescent centers, 1 retirement homes, residences, schools, playgrounds, child care centers and athletic facilities. Diamond Bar Towne Center Air Quality Report September 2005/Page 7 Architectural Coatings The peak VOC emissions will occur during the finishing phases. The amount of these emissions will depend on the type of finishes used, and the painting schedule and duration. The project applicant will require that all coatings are SCAQMD-compliant and will encourage the use of pre -coated materials to the extent feasible. Sensitive Receptors Although fugitive dust emissions from all activities would be well below SCAQMD emission thresholds, dust emissions would be mitigated to protect any nearby residences from exposure to fine particles. Table 3: Maximum Construction Emissions (in pounds per day) Without Mitigation Source Category Pollutant Carbon Volatile Oxides of Oxides of Particulate Monoxide Organic Nitrogen Sulfur Matter (CO) Compounds (NOx) (Sox) (PM10) OC Demolition 15 Diesel -Powered 52 7 57 0 1 Equipment Vehicles 7 8 39 1 0 Architectural Coatings 0 10 0 0 0 MAXIMUM DAILY 59 25 96 1 16 CONSTRUCTION EMISSIONS SCAQMD Significance Thresholds for 550 75 100 150 150 Construction Significant? NO NO NO NO NO Summary of Construction Impacts No emissions would be significant on any day of construction. The peak period for NOx emissions would occur during the demolition phase and the second highest day would occur during later construction. Although PM1e emissions are not significant, any dust emissions could adversely impact sensitive receptors. Therefore, mitigation measures are recommended to protect nearby sensitive receptors and to comply with SCAQMD Rule 403. Diamond Bar Towne Center Air Quality Report September 2005/Page 9 Table 5: Maximum Operation Emissions (in pounds per day) Without Mitigation Pollutant Source Category g ry Carbon Volatile Oxides of Sulfur Particulate Monoxide Organic Compounds Nitrogen Dioxide Matter (CO) OC (NOx) (SO2)(PM to ) Traffic Emissions 147 14 15 0 12 Area Source Emissions 0 0 1 0 0 TOTAL PROJECT EMISSIONS 147 14 16 0 12 SCAQMD Significance 550 55 55 150 150 Thresholds for Operation Significant? NO NO NO NO NO Emissions calculated with CARB model, URBEMIS 2002. Operation of the project would not result in significant emissions of any pollutant on a regional scale. The project would add no new population, but would serve existing and future residents of the surrounding area. This growth is within the growth forecasts for the subarea in which Diamond Bar is located. Regional emissions from anticipated growth have been modeled by the Southern California Association of Governments and the results incorporated in the 2003 Air Quality Management Plan, which the South Coast AQMD Governing Board adopted on August 1, 2003 and forwarded to CARB. When approved by the EPA, the new AQMP will replace previous plans and be the regional State Implementation Plan (SIP). The project, therefore, is consistent with the regional AQMP. The proposed project would not have a significant adverse impact on regional air quality Local The proposed project would not have a significant adverse impact on local air quality. The Traffic Consultant estimates that the project would generate a net daily increase of 3,275 two-way trips. These trips would be distributed throughout the day. The peak period impacted by the project would be the evening outgoing commute, with a net increase of 262 trips per hour. Without mitigation, this number would adversely change the Level of Service (LOS) at two intersections in 2006 over what it would be without the project. The two intersections are Diamond Bar Boulevard at Fountain Springs Road and Diamond Bar Boulevard at Sugarpine Place, both in the evening commute period when the LOS increased from B to C. The SCAQMD CEQA Handbook indicated that there would be no adverse impacts on carbon monoxide concentrations when the LOS was at C or less. Diamond Bar Towne Center Air Quality Report September 200512aage 11 APPENDIX B COUNTRY HILLS TOWNE CENTER EXPANSION PROJECT TRAFFIC IMPACT ANALYSIS REPORT Prepared by: Richard E. Barretto, P.E. Principal TRAFFIC IMPACT ANALYSIS REPORT COUNTRY HILLS TOWNE CENTER EXPANSION PROJECT Diamond Bar, California July 25, 2005 Prepared for.• MCC Realty Management, Inc. 9595 Wilshire Boulevard, Suite 214 Beverly Hills, CA 90212 LLG Ref. 2.04-2536-1 linscott, Law & Greenspan, Engineers 1580 Corporate Drive Suite 122 Costa Mesa, CA 92626 714.641.1587 r 714.641.0139 r www.11genginsers.com To: Thomas E. Smith, BonTerra Consulting Kristen Keeling, BonTerra Consulting 320 N. Halstead Street, Suite 130 Pasadena, CA 91107 From: Nancy Fong, Planning Manager Date: August 25, 2005 Re: Country Hills Towne Center G E Y 2 81405 Attached is the revised Traffic and Parking Study, with City's consultant comments. Also transmitted to you earlier is a copy of the Consulting Services Agreement. Please sign and return the agreement immediately. Attached is also a tentative schedule for public hearing dates. If you have questions, please call me or e-mail. Thanks Nancy Fong (909) 839-7081 nancy.fong@ci.d iamonu-ucu .ca.us 1 Tentative Schedule for Country Hills Towne Center DATES 8-29-05 Letter to applicant with a list of technical issues to be addressed 9A<5 Deadline for applicant to submit revised plans and other items listed in the 8 -29 -05 -letter BonTerra submit draft Initial Study (IS) and Notice to issue Mitigate Negative Declaration to staff for review 'z 9-13-05 Staff review draft IS and return comments to BonTerra for revisions if any. Deadline for the City to send legal ads to two newspapers to advertise the public hearing and environmental notices for the project. BonTerra prepare Notice of Availability of Mitigated Negative Declaration. 9-15-05 City mail public hearing and environmental notices to surrounding property owner within 700 feet radius. 9-19-05 A Mitigated Negative Declaration is available for the requireCO- 9-26-05 days public review period. Staff report due —05 Planning Commission hearing 10-25-05 Planning Commission approve minutes 10-31-05 Legal ads to newspaper for City Council hearing 11-21-05 City Council meeting –final approval of zone change, development review, conditional use permit and variance h\nancy\development projects\country hills\schedule 08-22-2005 10:04am From -Big Island Realty +8088833900 T-873 P.002/074 F-989 K SASAKI TRANSPORrl'ATION SERVICES ME WOI ANDUM DATE. August 22, 2005 TO. Kimberly Molina FROM. Steve Sasaki SUBJECT.- Review of Traffic Impact Analysis ("TTA") for the Proposed "Country Hills Towne Center Expansion Project" — Diamond Bar This memorandum provides a review of the Traffic Impact Analysis Report ("TIN') prepared by Linscott, Law, & Greenspan, engineers (LL&G) for the "Country Hills Towne Center Expansion Project' ("Project") dated July 25, 2005 to be located at the west side of Diamond Bar Boulevard between Cold Springs Lame (to the south) and Fountain Springs Road (to the north), in the City of Diamond Bar. The TIA contains both traffic and parking analyses. A large scale of the current site plan was not received so only a general review was conducted to supplement the traffic analyses. We have prepared the following comments for your consideration. Traffic Study Comments: 1. In general, the traffic study portion of this T.IA contains acceptable analyses to address the potential impacts of the project. 2. The Project is shown in Table 10-1, as well as the "Summary of Findings and Conclusions" to have a "fair ;bare" responsibility of $79,593.79 toward future intersection improvements. The fair share amount should be made a condition of the Project. Some general site plan comments have also been provided: At the (main) Diamond Bar Boulevard driveway there are three entering lanes, which transition to two lanes within the driveway. The transition within the driveway needs to be eliminated. It would be acceptable to provide two inbound lanes for the entire ingress. P.O. BOX 5159 LAG>UN k BEAC!J1, CA 92652 (949) 376-6613 08-22-2005 10:04am From -Big Island Realty +8088833900 T-873 P.003/004 F-989 2 At the Cold Springs driveway the beginning of the access to the medical office parking appears to be about 50-60 feet beyond the public right-of-way, which should be acceptable. It would also be desirable to provide a longer throat (about 50-60 feet) on the egress side of this driveway (Previous comment), however, adequate accommodations for truck turns (accessing the loading areas) also needs to be maintained. - The proposed intersection striping/alignment at Diamond Bar Blvd./Project Access-Sugarpine Pl. should be shown to assure that the traffic operations, lane alignments across the intersection, etc. will be acceptable. (Previous comment) - It should be confirmed that adequate turn lanes are provided to serve the site. (This can be made a condition of project) The Fountain Springs Road driveway appears relatively narrow. This driveway and cther pertinent locations need to be dimensioned. Generally a 30 -]bot driveway width and/or radius type curb returns are desirable to facilitate easier ingress/egress from the adjacent roadways for larger commercial projects. (To be confirmed on a Inger scale site plan) There will need to be a condition for an on-site striping and signing plan to be submitted for City review and approval. (Subject to City confirmation) 4. The parking analyses were found to provide acceptable technical data for consideration by the City. There are some pertinent considerations related to the technical data that should also be considered when reviewing the proposed Project. Per Table 13-2 the peak parking demand is 1,002 and the supply is 1,003 spaces leaving one (1) excess parking space. Typically it is desirable for the parking supply to provide a "buffet" of 5%-10% over the peak demand. This would translate to a desired increase of approximately 50-100 parking spaces. - It is noted that some of the parking spaces are located at the "back" of the building. Thase spaces are generally not fully utilized, which is a concern when there is only one excess parking space. fie ceu-r TRANSPORTATION SERVICES Country Hills Towne Center cmunry nafs ran 8-22-o5 TIA Review 08-22-2005 10:05am From -Big Island Realty +8088833900 T-873 P.004/004 F-989 K3 - When there is a:i excess of only one parking space based on shared parking concepts, for a relatively large center, it is difficult to assure that the shared spaces will be in acceptable locations. - Based on the analyses presented and these comments, the City will need to determine if the proposed parking supply is "adequate' as indicated on page 45 of the TTA. We trust these comments will be of assistance to you and the City of Diamond Bar, in evaluating the impacts of the proposed project. If you have any questions or comments, please do not hesitate to contact me. SASAKI TRANSPORTATION SERVICES Country Hills Towne Center Country Ailla TIA 8-22-05 TIAReview July 25, 2005 Engineers&Planners Traffic Transportation Parking Mr. Michael McCarthy MCC Realty Management, Inc. Linscot6 Law& 9595 Wilshire Boulevard, Suite 214 Greenspan, Engineers Beverly Hills, CA 90212 1580 Corporate Drive LLG Reference: 2-04-2536-1 Cosa 122 Costa Mesa, CA 92626 714.641.1567 T Subject: Traffic Impact Analysis Report 714.641.0139 r Country Hills Towne Center Expansion Project www.Ilgengineers.com Diamond Bar, California Pasadena Dear Mr. McCarthy: Costa Mesa San Diego Linscott, Law & Greenspan, Engineers (LLG) is pleased to submit this Traffic Impact Las Vegas Analysis for the proposed Country Hills Towne Center Expansion project, located in the City of Diamond Bar, California. The traffic report has been revised to address the comments of the City of Diamond Bar, as outlined in a memorandum dated September 29, 2004, and reflect the potential impact with an updated project description. Country Hills Towne Center is an existing mixed-use center with approximately 169,777 square -feet (SF) of retail/commercial/entertainment floor area. The proposed expansion project includes the construction of a four-story, 49,100 SF medical office building, and a new two-story 12,408 SF restaurant/office building. To accommodate the proposed medical office building, 17,399 SF of existing floor area, within two buildings, will be demolished. At completion of the proposed project, the Country Hills Towne Center will have an overall floor area of 221,083 SF and 1,003 parking spaces, with approximately 4,000 SF of outdoor dining area for existing and proposed restaurants. The traffic impact analysis presents an inventory of existing characteristics and traffic volumes at ten key intersections within the vicinity of the project and two project driveways, forecasts vehicular traffic generated by the expansion area of the plaza, and evaluates potential project -related traffic impacts on the surrounding street Philip M. Linscett, PE nszam99l system. In addition, this study evaluates the shared parking requirements for the Jack M. Greenspan, PE Country Hills Towne Center. William A. Lau,, PE(Raj Paul W. Wilkinson, PE Briefly, based on the results of our analysis, the proposed project will have a John P. Keating, PE significant traffic impact at one location, Diamond Bar Boulevard at Cold Springs David S. Shender, PE John A. Doorman, PE Lane, but contribute, on a cumulative basis, to the projected poor service levels at Clare M. Look4aeger, PE four additional intersections. Richard E.Darreno,PE AnlGAVOCompany Tounded1966 Mr. Micheal McCarthy July 25, 2005 Page 2 However, the implementation of improvements at five intersections forecast to operate at poor service levels completely offsets the impact of the Country Hills Towne Center Expansion project, as well as future background traffic. Per the City's requirements, the proposed project can be expected to pay a proportional "fair -share" of the improvement costs of these intersections to mitigate the project's traffic impacts. Based on our fair -share analysis, the project's fair -share contribution for the recommended cumulative intersection improvements at the five intersections listed below totals approximately below totals $79,593.79. Project Fair - A summary of findings, conclusions, and recommendations are described on pages 42 through 45 of this report. We appreciate the opportunity to prepare this study. Should any questions or comments arise regarding the findings and recommendations within this report, please do not hesitate to contact our office at (714) 641-1587. Very truly yours, LINSCOTT, LAW & GREENSPAN, ENGINEERS Richard E. Barretto, P.E. Principal cc: Erin Van der Meulen, Pierce/Cooley Architects, Inc. N125M2M2536 epo&2536 covc ldte .&c Cost of Share Key Intersection Improvement Contribution I. Brea Canyon Rd (W)/Pathfinder Rd $258,875.00 $6,471.88 4 Brea Canyon Rd (E)/Fem Hollow - Pathfinder Rd $37,500.00 $3,225.00 5. Diamond Bar Blvd/Pathfinder Rd $520,813.00 $33,332.03 9. Diamond Bar Blvd/Cold Spring Lane $18,750.00 $2,625.00 10. Brea Canyon R/Diamond Bar Blvd $640.375.00 $33,939.88 Totals $1,476,313.00 $79,593.79 A summary of findings, conclusions, and recommendations are described on pages 42 through 45 of this report. We appreciate the opportunity to prepare this study. Should any questions or comments arise regarding the findings and recommendations within this report, please do not hesitate to contact our office at (714) 641-1587. Very truly yours, LINSCOTT, LAW & GREENSPAN, ENGINEERS Richard E. Barretto, P.E. Principal cc: Erin Van der Meulen, Pierce/Cooley Architects, Inc. N125M2M2536 epo&2536 covc ldte .&c TABLE OF CONTENTS SECTION PAGE 1.0 Introduction............................................................................ 1.1 Study Area............................................................................................................... 2 1.2 Study Scope............................................................................................................. 2 2.0 Project Description................................................................................................................3 3.0 Existing Conditions...............................................................................................................5 3.1 Regional Access..........................................................................................:..................5 3.2 Street Network...............................................................................................................5 3.3 Existing Traffic Volumes...............................................................................................5 3.4 Existing Intersection Conditions....................................................................................6 3.4.1 Intersection Capacity Utilization (ICU) Method of Analysis ...........................6 3.5 Existing Level of Service Results..................................................................................6 4.0 Traffic Forecasting Methodology........................................................................................9 5.0 Project Traffic Characteristics..........................................................................................10 5.1 Project Traffic Generation...........................................................................................10 5.2 Project Traffic Distribution and Assignment...............................................................14 6.0 Future Traffic Conditions..................................................................................................16 6.1 Ambient Traffic............................................................................................................16 6.2 Related Projects Traffic Characteristics......................................................................16 6.3 Year 2006 Traffic Volumes.........................................................................................21 6.4 Year 2016 Traffic Volumes.........................................................................................21 7.0 Traffic Impact Analysis Methodology..............................................................................22 7.1 Impact Criteria and Thresholds....................................................................................22 7.2 Traffic Impact Analysis Scenarios...............................................................................22 8.0 Peak Hour Intersection Capacity Analysis.......................................................................23 8.1 Year 2006 Traffic Conditions......................................................................................23 8.1.1 2003 Existing Conditions................................................................................23 8.1.2 Year 2006 Cumulative Traffic Conditions......................................................23 8.1.3 Year 2006 Cumulative Traffic Conditions with Project.................................25 8.2 Year 2016 Traffic Conditions......................................................................................25 8.2.1 Year 2006 Cumulative Traffic Conditions......................................................25 8.2.2 Year 2016 Cumulative Traffic Conditions with Project.................................27 LINSCOTr, LAW & GREENSPAN, engineers i LLG Ref. 2.04-2536 Country Hills Tov a Center Expansion, Diamond Bar \' `i0n giJ]iey R<pon S:6 Final Cnmur. Hills Tovi<('<umr T1.1 ;.]i._pnidav TABLE OF CONTENTS (continued) SECTION PAGE 9.0 Area -Wide Traffic Improvements.....................................................................................28 9.1 Recommended Cumulative Improvements.................................................................28 10.0 Project Fair -Share Contribution.......................................................................................30 11.0 Site Access and Internal Circulation.................................................................................32 11.1 Project Access Opportunities and Constraints.............................................................32 11.2 Internal Circulation ......................................... - 17 12.0 Congestion Management Program Compliance Assessment.........................................34 12.1 Traffic Impact Review.................................................................................................34 12. 1.1 Freeways..........................................................................................................34 12.1.2 Intersections.....................................................................................................34 13.0 Panting Supply -Demand Analysis....................................................................................35 13.1 City Code Parking Analysis......:..................................................................................35 13.1.1 Proposed Parking Supply................................................................................35 13.1.2 Proposed Project Parking Requirements......................:..................................35 13.2 Shared Parking Analysis..............................................................................................38 13.2.1 Shared Parking Rationale and Basis...............................................................38 13.2.2 Shared Parking Analysis Procedure ............................... -............................... 38 13.2.3 Shared Parking Analysis Results.....................................................................38 14.0 Summary of Findings and Conclusions............................................................................42 APPENDICES APPENDIX A. Existing Traffic Count Data B. ICU/LOS Calculation Worksheets C. Project Trip Distribution Calculations D. Intersection Improvement Cost Estimates E. HCM/LOS Project Driveway Calculation Worksheets LwscoTr, LAW & GREENSPAN, engineers LLO Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N. `S01) 1042i% Repon 25M Final (bump Hipe To -lc ('nus TL\ 7-1S-2005 due LIST OF FIGURES SECTION—FIGURE # FOLLOWING PAGE 1-1 Vicinity Map.....................................................................................................................2 2-1 Existing Site Plan..............................................................................................................3 2-2 Proposed Site Plan.............................................................................................................4 3-1 Existing Roadway Conditions and Intersection Controls..............................................5 3-2 Existing AM Peak Hour Traffic Volumes......................................................................5 3-3 Existing PM Peak Hour Traffic Volumes.......................................................................5 5-1 Project Traffic Distribution Pattern ...............................................................................15 5-2 AM Peak Hour Project Traffic Volumes......................................................................15 5-3 PM Peak Hour Project Traffic Volumes.......................................................................15 6-1 Location of Related Projects..........................................................................................18 6-2 Year 2006 Related Projects AM Peak Hour Traffic Volumes.......................................21 6-3 Year 2006 Related Projects PM Peak Hour Traffic Volumes........................................21 6-4 Year 2006 AM Peak Hour Background Traffic Volumes...........................................21 6-5 Year 2006 PM Peak Hour Background Traffic Volumes............................................21 6-6 Year 2006 AM Peak Hour Traffic Volumes with Project...........................................21 6-7 Year 2006 PM Peak Hour Traffic Volumes with Project............................................21 6-8 Year 2016 Related Projects AM Peak Hour Traffic Volumes.......................................21 6-9 Year 2016 Related Projects PM Peak Hour Traffic Volumes........................................21 6-10 Year 2016 AM Peak Hour Background Traffic Volumes...........................................21 6-11 Year 2016 PM Peak Hour Background Traffic Volumes............................................21 6-12 Year 2016 AM Peak Hour Traffic Volumes with Project...........................................21 6-13 Year 2016 PM Peak Hour Traffic Volumes with Project............................................21 LINScm, LAW& GREENSPAN, engineers Ili LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar R 154� ]042516 Rgmn.15M Final G)umr. Hill, Ta..ur ('enter TtA ,foe LIST OF TABLES SECTION—TABLE # PAGE 1-1 Land Use Development Summary ..................................................................................4 3-1 Level of Service Criteria for Signalized Intersections......................................................7 3-2 Existing Peak Hour Levels of Service........................................................................ 8 5-1 Project Traffic Generation Equations....................................................................... 11 5-2 Project Traffic Generation..............................................................................................13 5-3 Project Directional Distribution Pattern ..........................................................................15 6-1 Location and Description of Related Projects.......................................................... 17-18 6-2 Related Projects Traffic Generation........................................................... ............... 19-20 8-1 Year 2006 Peak Hour Intersection Capacity Analysis...................................................24 8-2 Year 2016 Peak Hour Intersection Capacity Analysis...................................................26 9-1 Summary of Recommended Improvements and Cost Estimates...................................29 10-1 Project Fair -Share Contribution......................................................................................31 11-1 Peak Hour Intersection Capacity Analysis Summary For Project Driveways Intersections...............................................................................33 13-1 City Code Parking Requirements...................................................................................37 13-2 Weekday Mixed -Use Shared Parking Demand Analysis............................................40 13-3 Weekend Mixed -Use Shared Parking Demand Analysis............................................41 LINSCM, LAW & GREENSPAN, engineers iv' LLG Ref. 2-04-2596 Country Hills Towne Center Expansion, Diamond Bar N' 2306'0423 6 kgmro3l0 Final ('muup Hillx Lm it, Cama TL\ r-`5.201 LKV TRAFFIC IMPACT ANALYSIS REPORT COUNTRY HILLS TOWNE CENTER EXPANSION Diamond Bar, California July 25, 2005 1.0 INTRODUCTION This Traffic Impact Analysis addresses the potential traffic impacts and parking requirements associated with the proposed Country Hills Towne Center Expansion project. The existing shopping center is located along the west side of Diamond Bar Boulevard, between Cold Springs Lane and Fountain Springs Road in the City of Diamond Bar, California. This report documents the findings of a traffic impact analysis, as well as a parking analysis, conducted by Linscott, Law & Greenspan, Engineers (LLG) to determine the potential impacts associated with the Country Hills Towne Center Expansion project. The traffic analysis evaluates the existing operating conditions at ten (10) intersections within the project vicinity and two (2) site driveways, estimates the trip generation potential of the proposed expansion plan, and forecasts future intersection operating conditions at completion and occupancy of the project. Where necessary, intersection improvements/mitigation measures are identified. The traffic report satisfies the traffic impact requirements of the City of Diamond Bar as detailed in the Guidelines for the Preparation of Traffic Impact Analysis Report (1992) and is consistent with the 2004 Congestion Management Program (CMP) for Los Angeles County. The traffic report has been revised to address the comments of the City of Diamond Bar, as outlined in a memorandum dated September 29, 2004, and the project's current redevelopment plan, as provided by Pierce/Cooley Architects, Inc. The parking study evaluates the future parking demand at the center and the availability of parking after completion of the proposed expansion project. The parking analysis is based on the methodology outlined in the Urban Land Institute's (ULI) Shared Parking guidelines and forecast parking demands for "typical" weekday and weekend conditions. The projected peak parking demand is, for reference, compared to the City of Diamond Bar off-street parking code. The project site has been visited and an inventory of adjacent area roadways and intersections was performed. Existing peak hour traffic information has been collected at ten (10) study locations and two project driveways on a "typical" weekday for use in the preparation of intersection level of service calculations. Information concerning cumulative projects (planned and/or approved) in the vicinity of the project has been researched at the City of Diamond Bar, City of Industry and County of Los Angeles. Based on our research, twenty (20) planned projects were considered in the cumulative traffic analysis for this project. LINscorr, LAwB GREENSPAN, engin08r5 t LLG Ref. 2-04-2536 Country Hills Tome Center Expansion, Diamond Bar N.-I4JG 2042-15 P.\Ia112i5A Finul ('aunvp Hilo L-1, (':wcr TI 1.1 Study Area The 10 key area intersections selected for evaluation in this report provide both regional and local access to the study area. They consist of the following: 1. Brea Canyon Road (West) at Pathfinder Road 2. SR -57 SB Ramps at Pathfinder Road (CMP intersection) 3. SR -57 NB Ramps at Pathfinder Road (CMP intersection) 4. Brea Canyon Road (East) -Fern Hollow Drive at Pathfinder Road 5. Diamond Bar Boulevard at Pathfinder Road 6. Diamond Bar Boulevard at Shadow Canyon Drive 7. Diamond Bar Boulevard at Fountain Springs Road 8. Diamond Bar Boulevard at Sugatpine Place 9. Diamond Bar Boulevard at Cold Springs Lane 10. Brea Canyon Road at Diamond Bar Boulevard Figure 1-1 presents a Vicinity Map, which illustrates the general location of the project and depicts the study locations and surrounding street system. Of the 10 intersections listed above, two, SR -57 SB Ramps at Pathfinder Road and SR -57 NB Ramps at Pathfinder Road, are part of the CMP highway system of Los Angeles County. Level of Service (LOS) calculations for the AM and PM peak hours at these 10 study intersections were performed to evaluate the future potential traffic impacts associated with anticipated area growth, related projects, and the proposed Country Hills Towne Center Expansion project. 1.2 Study Scope Included in this traffic and parking analysis are: Existing traffic counts, • Estimated project traffic generation/distribution/assignment, • Estimated cumulative project traffic generation/distribution/assignment, • AM and PM peak hour capacity analyses for existing conditions (Year 2003), • AM and PM peak hour capacity analyses for future (Year 2006 & 2016) conditions without and with project traffic, • Recommended project -specific mitigation measures, • Cumulative Traffic Improvements, • Site Access and Internal Circulation Evaluation, • Congestion Management Program Compliance Assessment, and • Parking requirement evaluation. LINSCoir, LAW & GREENSPAN. engineers 2 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar �� 25(d, '1142i36 �.•n 25?6 Fiml ('Dump W1, T...ne t'nner TLX >-.L. vaii dnc O z Z rn H m z �C ci o Kz ofz 0 W D I �. 2.0 PROJECT DESCRIPTION Country Hills Towne Center is an existing mixed-use center with approximately 169,777 square -feet (SF) of retail/commerciaUentertainment floor area that is generally located west of Diamond Bar Boulevard, between Cold Springs Lane and Fountain Springs Road in the City of Diamond Bar, California. As of January 2004, the occupied development at Country Hills Towne Center totaled 114,795 of GLA (68% occupied), consisting of 83,856 SF of retail/commercial space, a 23,574 SF theatre and 7,365 SF day care center. The vacant floor area totaled 54,982 SF of GLA (32% vacant). Access to the Country Hills Towne Center is provided by the intersection of Diamond Bar Boulevard at Sugarpine Place and existing driveways located Fountain Springs Road and Cold Springs Lane. Tenants consist of Rite Aid, Globe Theatres Diamond Bar Cinema 8, AAA Diamond Bar District Office, Burger King, Kentucky Fried Chicken, an assortment of retail shops, various restaurants, professional office space, and other retail service-oriented uses. Figure 2-I presents the existing site plan for the Country Hills Towne Center. MCC Realty Management, hie. proposes to renovate Country Hills Towne Center and construct a four-story, 49,100 SF medical office building, and a new two-story 12,408 SF building to accommodate a 6,838 SF restaurant and 5,570 SF of office space. To accommodate the proposed medical office building, the existing pre-school/day care center building, which totals 7,365 SF, and a 10,034 SF retail building, both located on the south end of the retail center, will be demolished. The enhancement program also includes renovation of the 23,574 SF theatre into a 6,259 SF day spa, a 5,788 SF restaurant, and 11,527 SF of retail space, conversion of a 9,799 SF retail building into 7,809 SF of additional restaurant space and a 1,990 SF coffee house with a drive-through lane, as well as the re -tenancy of existing retail -occupied suites into food uses. A total of 4,000 SF of outdoor dining area is proposed as well. Table 2-1 summarizes the existing and proposed land uses and associated floor areas for Country Hills Towne Center. As shown in the last row of Table 2-1, at completion of the proposed project, the floor area of Country Hills Towne Center will increase by 51,306 SF, resulting in an overall floor area of approximately 221,083 SF of floor area consisting of 90,614 SF of retail/commercial floor area, 53,379 SF' of restaurant space (with approximately 4,000 SF of outdoor dining area), 7,990 SF of fast-food restaurant floor area, 20,000 SF office building, and a 49,100 SF medical office building. The total number of parking spaces to be provided at Country Hills Towne Center at completion of the expansion projects totals 1,003 spaces. Figure 2-2 presents the proposed site plan for Country Hills Towne Center, prepared by Pierce/Cooley Architects, Inc., that illustrates the location of the proposed enhancements to the existing mixed-use retail center. This figure also identifies the current and proposed access configuration of Country Hills Towne Center. ' Restaurant floor area includes proposed 5,000 SF food court to be located within renovated market/grocery store (Source: MCC Realty Management, Inc. and Pierce/Cooley Architects, Inc.). LINScon, LAw &GREENSPAN, engineers 3 LLG Per. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar ].' inii 2nA2iiKRpan 2336 Fiimi('aonui Hill, To„nc Cmnar Ti.\'- `Or,>Jnc �W-B- SWZ-/t-60 6£:YZ:Yt dM 6x.P't-L19£SZ\6MP\S£SLYOL\OOSL\ � TABLE 1 LAND USE DEVELOPMENT SUMMARY2 Country Hills Towne Center Project Description / Land Uses Floor Area — Square Footage (SF) Net Change in Use Square -Footage Existing SF Proposed SF Major Tenants46,940 SF 61,471 SF 14,531 SF Globe Theatres Diamond Bar Cinema 8 23,574 SF 0 SF -23,574 SF Retail Shops/Service Retail 45,354 SF 20,799 SF -24,555 SF Office/Medical/BankSuites 12,145 SF 8,344 SF -3,801 SF In -Line Food Services/Restaurants 8,399 SF 53,379 SF 44,980 SF Fast-food Restaurants w/Drive-thm 6,000 SF 7,990 SF 1,990 SF Day Care / Preschool 7,365 SF 0 SF -7,365 SF AAA Diamond Bar District Office 20,000 SF 20,000 SF 0 SF Medical Office Building 0 SF 49,100 SF 49,100 SF TOTAL 169,777 SF 221,083 SF 51,306 SF Source: MCC Realty Management, Inc. and Pierce/Cooley Architects, Inc. LINSCATT, LAW $ GREENSPAN, engineers 4 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N. !'W:_02136Rep11125 %6 Final ('ounl,> Hills Tnon: ('ona' TIA 7-23 2iX, .Inc dQi 3.0 EXISTING CONDITIONS 3.1 Regional Access The Orange Freeway (State Route 57) and the Pomona Freeway (State Route 60) provide regional access to the City of,Diamond Bar. The two freeways intersect one another in the northwest quadrant of the City. Direct access to the project site from the SR -57 Freeway is provided via full interchanges -at Pathfinder Road and Diamond Bar Boulevard. 3.2 Street Network The local street network within the City of Diamond Bar that services the Country Hills Towne Center includes Diamond Bar Boulevard and Pathfinder Road. The following discussion provides a brief synopsis of these key area streets. The descriptions are based on an inventory of existing roadway conditions. Diamond Bar Boulevard is a major roadway, oriented in the north/south direction. Diamond Bar Boulevard provides two travel lanes per direction, separated by a painted two-way left -turn median. Bike lanes are provided on both sides of the street. Adjacent to the project site, on -street parking is prohibited on both sides of the road. The posted speed limit is 45 mph. Within the project study area, traffic signals exist along Diamond Bar Boulevard at Pathfinder Road, Shadow Canyon Road, Fountain Springs Road, Sugarpine Place, Cold Springs Lane, and Brea Canyon Road. Pathfinder Road provides two travel lanes per direction, generally separated by a painted median. The posted speed limit is 45 mph. West of Evergreen Springs Drive, on -street parking is prohibited along both sides of the road. However, between Evergreen Springs Drive and Diamond Bar Boulevard, parking is permitted on both sides of the street. The SR -57 northbound and southbound ramps along Pathfinder Road are signalized. Figure 3-I presents an inventory of the existing roadway conditions for the arterials and intersections evaluated in this report. The number of travel lanes and intersection controls for the key area intersections are identified. 3.3 Existing Traffic Volumes Manual counts of vehicular turning movements were conducted at the ten study locations during the weekday morning and evening peak commuter periods to determine the AM peak hour and PM peak hour traffic volumes. The City of Diamond Bar provided traffic counts at eight of the 10 study intersections, with traffic counts at two other intersections and the project driveways conducted in March 2004 by Southland Car Counters. The counts provided by the City of Diamond Bar were conducted by Southland Car Counters in January/February 2003. Figures 3-2 and 3-3 depict the existing AM and PM peak hour traffic volumes at the key study intersections, respectively. Appendix A contains the detailed existing manual turning movement count sheets for key study intersections evaluated in this report. LINSCOrf, Law & GREENSPAN, engineers 5 LLG Ref. 2-04-2536 Country Bills Towne Center Expansion, Diamond Bar `vfi 2'WiY)) Rgvm _SJO Fnnl ('rump Hills Tovua Canis TI \ &, I aQvai ,Zw 211 /w /t wz �\ z o z Wm U �y o � ►+�� w az / /�-.� w .. •v a�(u ryt dm OMP' ao w aQ /=Z�\ / NN \ NVI / !� m Oz N M I /w c� z o z Wm U �y o � ►+�� w O OZ /�-.� w .. •v a�(u ryt dm OMP' ao w aQ /=Z�\ / NN \ NVI / !� m Oz N M I zo m c� z o z Wm U �y o � ►+�� w O OZ wUV 0 w F- OZ a J J � Z O K U (S1 U aW�N N �N Q ¢xa W ¢ N j _ J F �Zz J2 M //�raOin �L J I l r-9 1 zzJl \Lt��� psi 1 �gmnu SOOZ—tt-60 ZS:LS:Yt do b-wz-4lSESz\b^I lgf`OS 4 aas t ^Z� r 51\ J i r 242 \t \ 0 J61 J / mw \ rss 1 1 a — °�°I oa Wo / <� 119, 1 ou J \ Sz1 I (// i / � 1 JI 1 OL9 J ) f \ LOZ <� opn6t. SOOZ-tt-60 K:L0:St dm / ry \ d \969 r s0 08 I-PA.- T- 19 Fs l \ )�•z19 f / J I mei o / N 4iiiT �pS / \btl 1 �mm/ al n to It1 ---fl 3.4 Existing Intersection Conditions 3.4.1 Intersection Capacity Utilization (ICU) Method of Analysis In conformance with the City of Diamond Bar and LA County CMP requirements, existing AM and PM peak hour operating conditions for the key signalized study intersections were evaluated using the Intersection Capacity Utilization (ICU) method. The ICU technique is intended for signalized intersection analysis and estimates the volume to capacity (V/Q relationship for an intersection based on the individual V/C ratios for key conflicting traffic movements. The ICU numerical value represents the percent signal (green) time, and thus capacity, required by existing and/or future traffic. It should be noted that the ICU methodology assumes uniform traffic distribution per intersection approach lane and optimal signal timing. The ICU calculations use a lane capacity of 1,600 vehicles per hour (vph) for left -turn, through, and right -turn lanes, and dual left turn capacity of 2,880 vph. A clearance adjustment factor of 0.10 (10%) was added to each Level of Service calculation. A reduction of 7% (ICU "credit" of 0.07) was applied to the existing traffic signals along Diamond Bar Boulevard to reflect the benefits of the City-wide traffic signal coordination system currently in place. The ICU 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 ICU value range and are shown in Table 3-1. The ICU value is the sum of the critical volume to capacity ratios at an intersection; it is not intended to be indicative of the LOS of each of the individual turning movements. LOS D is typically recognized as the minimum satisfactory service level in urban areas. Consistent with this standard, the City of Diamond Bar's General Plan and Guidelines for the Preparation of Trac Impact Analysis Report (1992) specifies LOS D as the minimum acceptable service level at intersections, and LOS C as the minimum acceptable service level for roadway segments. According to CMP traffic impact analysis guidelines, LOS E is the minimum acceptable service level at CMP intersections. 3.5 Existing Level of Service Results Table 3-2 summarizes the existing peak hour service level calculations for the 10 key study intersections based on existing traffic volumes and current street geometry. As shown, Tof the 10 key intersections currently operate at satisfactory levels of service (i.e., LOS D or better; LOS E or better at CMP intersections) during the AM and PM peak hours. Three intersections, Brea Canyon Road (West) at Pathfinder Road, Brea Canyon Road (East) -Fern Hollow at Pathfinder Road and Brea Canyon Road at Diamond Bar Boulevard, currently operates at LOS E during the AM peak hour or PM peak hour. Appendix B contains the ICU/LOS calculation worksheets for the key study intersections. LINSCOTr, LAW& GREENSPAN, engirearS 6 LW Ref. 2-04-2$36 Country Hills Towne Center Expansion, Diamond Bar `j(920.125b Rgvnt'2514 Fingl(awnry Hill. Towm (cnmr yl, -,-lj-`W 5&, TABLE 3-1 LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS Level of Service (LOS) Intersection Capacity Utilization Value (V/C) Levet of Service Description A 0.00-0.60 Free Flow; Very low delay, less than 10.0 seconds per vehicle. B 0.61-0.70 Rural Design; Delay in the range of 10.1 to 20 seconds per vehicle. C 0.71-0.80 Urban Design; Delay in the range of 20.1 to 35 seconds per vehicle. D 0.81-0.90 Maximum Urban Design; Delay ranges from 35.1 to 55 seconds per vehicle. E 0.91-1.00 Capacity; Delay ranges from 55.1 to 80 seconds per vehicle. F >_ 1.01 Forced Flow; Delay in excess of 80 seconds per vehicles. LINSCOrr, LAW $ GREENSPAN, engineers 7 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N -.. ynp .ry.i!6 Repai 2i!6 Final Coua[,T HiII: Tows Ccn¢r TIA 7-•5-" 40.tdlw TABLE 3.2 EXISTING PEAK HouR LEVELS OF SERVICE' Key Intersections Time Period Control Type ICU LOS 1 Brea Canyon Road (W) at AM 30 Traffic 0.677 B Pathfinder Road PM Signal 0.905 E 2 SR -57 SB Ramps at AM 30 Traffic 0.552 A Pathfinder Road PM Signal 0.621 B 3 SR -57 NB Ramps at AM 30 Traffic 0.631 B Pathfinder Road PM Signal 0.713 C 4 Brea Canyon Rd (E) -Fern AM 60 Traffic 0.921 E Hollow at Pathfinder Rd PM Signal 0.658 B 5 Diamond Bar Boulevard AM 60 Traffic 0.872 D at Pathfinder Road PM Signal 0.801 D 6 Diamond Bar Boulevard AM 20 Traffic 0.634 B at Shadow Canyon Drive PM Signal 0.617 B 7 Diamond Bar Boulevard AM 20 Traffic 0.639 B at Fountain Springs Road PM Signal 0.665 B 8 Diamond Bar Boulevard AM 20 Traffic 0.535 A at Sugarpine Place PM Signal 0.665 B 9 Diamond Bar Boulevard AM 20 Traffic 0.663 B at Cold Springs Lane PM Signal 0.715 C 10. Brea Canyon Road at AM 80 Traffic 0.905 E Diamond Bar Boulevard PM Signal 0.811 D Notes: Bold ICU/LOS values indicate adverse service levels based on City LOS standards. ' Appendix 8 contains ICU/LAS sheets for key study intersections. LINSCorr, LAW $ GREENSPAN, engineers 8 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar \. 29N1.1412i16 Rqp,. 2336 Final ('oust 3 HIM To..nc (cola TI.\ 7-25-200, 1.: 4.0 TRAFFIC FORECASTING METHODOLOGY In order to estimate the.traffic impact characteristics of the Country Hill Towne Center Expansion project, 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. LWscoTr, LAw& GREENSPAN, engineers 9 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar 4 21010;`:)4'5)6 W@ T..vm('nnu TLk-_ 1-101 ,, 5.0 PROJECT TRAFFIC CHARACTERISTICS 5.1 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 factors and equations used in the traffic forecasting procedure can be found in the Seventh Edition of Trip Generation, published by the Institute of Transportation Engineers (ITE) [Washington, D.C., 20031, or San Diego Traffic Generators, dated April 2002, published by San Diego Associated Governments (SANDAG). Since the Country Hills Towne Center will be a mixed -used development (retail, office) after completion of the proposed expansion, it was necessary to account for the "internal" tripmaking characteristics among the various land uses on-site. The ITE trip generation rates and equations were derived from single -use, stand-alone sites, and do not reflect the potential for interaction among uses within a multi -use site. Since internal trips are not made on the external street system, it was necessary to apply internal trip reductions to the gross trip generation for the project. The methodology used in estimating internal trips for the project is documented in ITE's Trip Generation Handbook [Washington, D.C., 1998]. Additionally, because of the retail components of the project, "pass -by" reductions were applied to the gross project -generated trips. This is typically done to account for instances when the total number of trips generated by a retail development is different from the amount of new traffic added to the external street system serving the project. Retail -oriented sites attract a portion of their trips from traffic passing by the site, on the way from an origin to an ultimate destination (i.e. existing traffic on Diamond Bar Boulevard). These retail trips do not add new traffic to the surrounding street system. The methodology used in estimating pass -by trips for the project is also contained in ITE's Trip Generation Handbook. It should be noted that pass -by reductions are not applied to traffic movements entering and exiting the project site via project driveways. Table 5-1 summarizes the trip generation equations used in forecasting the impact of the Country Hills Towne Center. As shown, several trip generation equations were utilized to forecast the trip potential of the project. ITE Land Use Code 820: Shopping Center was used to determine the trip generation potential of the Country Hills Towne Center Expansion project. The fI'E equations for shopping center were developed based on surveys of over 650 shopping centers and assume a "blended" retail and commercial project on the site. Some centers surveyed contained non -merchandising facilities such as office buildings, movie theatres, restaurants, financial institutions, post -offices, fast food, and other restaurant uses, and recreational facilities (similar to the mix of uses at the Country Hills Towne Center). LINSCOTr, LAW & GREENSPAN. engineers 10 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N ]500"_04]5!5 0.cpnn.2i15 I'mal ('ounvy HiM T, . ne ('ancr TIN TABLE 5-1 PROJECT TRAFFIC EQUATIONS° Source: Trip Generation, 7' Edition, Institute of Trans ortation Engineers (ITE) [Washington. D.C. (2003)]. 5 Source: PM peak hour trip rate for Land Use 444: Movie Theater with Matinee from Trip Generation, T^ Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2003). AM peak hour trip generation rate estimated based on information published in Traffic Generators - SANDAG—April 2002. LINscorr, lAW & GnEENSPPN, engineers 11 LLG Ref. 2-04-2536 County Hills Towne Center Expansion, Diamond Bar N. `ieu 4142536 R}nm^_5!6 Fina fnmu,. Hill; Toone Cwl TI.\ T-]314113 d, Time Percent Percent ITE Land Use Code Period Equations Entering Exiting Daily T = 220 (X) 50% 50% 444: Movie Theatre with Matinee (TE/Screen) AM peak T = 0.75 (X) 50% 50% PM Peak T = 20.22 (X) 40% 60% Daily T = 79.26 (X) 50% 50% 565: Day Care Center (TE/1000 SF) AM Peak T = 12.79 (X) 53% 47% PM Peak T = 13.18 (X) 47% 53% Daily T = 36.13 (X) 50% 50% 720: Medical -Dental Office (TE/1000 SF) AM Peak T = 2.48 (X) 79% 21% PM Peak T = 3.72 (X) 27% 73% Daily Ln (T) = 0.65 Ln (X) + 5.83 50% 50% 820: Retail Shopping Center (TE/1000 SF) AM peak Ln (T) = 0.60 Ln (X) + 2.29 61% 39% PM Peak Ln (T) = 0.660 Ln (X) + 3,4 48% 52% Source: Trip Generation, 7' Edition, Institute of Trans ortation Engineers (ITE) [Washington. D.C. (2003)]. 5 Source: PM peak hour trip rate for Land Use 444: Movie Theater with Matinee from Trip Generation, T^ Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2003). AM peak hour trip generation rate estimated based on information published in Traffic Generators - SANDAG—April 2002. LINscorr, lAW & GnEENSPPN, engineers 11 LLG Ref. 2-04-2536 County Hills Towne Center Expansion, Diamond Bar N. `ieu 4142536 R}nm^_5!6 Fina fnmu,. Hill; Toone Cwl TI.\ T-]314113 d, ITE Land Use Code 444: Movie Theater with Matinee was used to forecast the trips of the Globe Theatres Diamond Bar Cinema 8. The Movie Theatre component of Country Hills Towne Center was separated from the Shopping Center component to provide a more conservative approach. To determine the trip generation potential of the existing pre-school at Country Hills Towne Center, ITE Land Use Code 565: Day Care Center was utilized. ITE Land Use Code 720: Medical -Dental Office Building was utilized to determine the trip generation for the proposed four-story medical office building. To determine the impact of the proposed expansion project, the traffic forecast for the Country Hills Towne Center was calculated by first applying the trip generation equations to the proposed project floor area and uses and then the existing "occupied" floor area and uses. The difference between the proposed project forecast and the existing "occupied" project forecast represents the trip generation potential associated with an increase of 51,306 SF from Country Hills Towne Center's existing "occupied" floor area, and hence net impact on the existing traffic system. Table 5-2 summarizes the traffic generation potential for the existing and proposed land uses at Country Hills Towne Center. The upper portion of this table presents the traffic forecast for the existing "occupied" land uses on a daily basis, as well as on an AM and PM commuter peak hour basis. The lower portion of Table 5-2 presents the forecast for Country Hills Towne Center at completion of the proposed expansion project. In total, the existing "occupied" uses at Country Hills Towne Center is estimated to have a combined trip generation potential of 6,574 daily trips, with 218 trips (125 inbound, 93 outbound) generated during the AM peak hour and 483 trips (218 inbound, 265 outbound) produced during the PM peak hour. Based on common traffic engineering practices, the traffic generated by the existing land uses may be considered to represent a "trip credit" for the project site, against which the impact of the proposed project might be compared. At completion of the proposed expansion, the Country Hills Towne Center is forecast to generate approximately 9,849 trips on a daily basis, with 317 trips (215 inbound, 102 outbound) generated in the AM peak hour and 745 trips (317 inbound, 428 outbound) generated in the PM peak hour. Comparison of the figures in Table 5-2 indicates that the proposed expansion project, when compared to existing "occupied" floor area, will increase the trip generation potential of Country Hills Towne Center by 3,275 trips on a daily basis. During a "typical" weekday, the proposed expansion plan will result in an additional 99 trips and 262 more trips during the AM peak hour and PM peak hour, respectively. The potential project impact of these trips was evaluated in the traffic . analysis section of this report. A comparison of the trip generation potential of the proposed project versus the existing retail center, assuming 100% occupancy, and the existing occupied retail center versus the existing retail center at 100% occupancy is provided, for informational purposes, in Appendix C. LINSCOTr, LAW & GREENSPAN, engineOfS 12 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N 211A '0421M Rgwn 2575 Fi,.1 Ceu np Hdk Tcau. Cons TI \ 7-2i40115 lie TABLE 5-2 PROJECT TRAFFIC FORECAST Source: Internal Capture rates were estimated based on the methodology outlines in Chapter 7 — Multi -Use Development of Trip Generation Handbook, published by ITE, June 2004. T Pass -By Trips are trips made as intermediate stops on the way from an origin to a rima rytri destination. Pass -by trips are attracted from traffic passing the site on adjacent streets, which contain direct access to the generator. The PM peak hour pass -by percentage (T) for retail shopping center uses is calculated based on the following equation: LN (T) = -0.291 LN (X) + 5.001, where X = gross leasable area (Source: Trip Generation Handbook, ITE June 2004). For a day care center, a 40% PM peak hour pass -by reduction factor was used (Source: SANDAG Traffic Generators). AM peak hour and daily pass -by percentages estimated to be 10% for above referenced land uses. LINSCOTT, LAW & GPEENSPAN, anginSAIS 13 LLG Ref 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N'vlu 2042536 R,.E25k6 Fiall Coumn Hill, T,,,.nc Caevr T l371i ,05&,1, Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Project Description 2 -Way Existing Occupied Retail Center 6,057 86 55 141 267 290 557 • Country Hills Towne Center (83,856 occupied SF) Internal Capture Adjustment6 -618 0 0 0 -24 -22 -46 Subtotal 5,439 86 55 141 243 268 511 Pass -By Adjustment -543 -9 -5 -14 -99 -109 -208 Retail Center Net Trip Generation 4,896 77 50 127 143 158 301 • La Petite Academy Day Care 584 50 44 94 46 51 97 (7,365 SF) Internal Capture Adjustment" -108 0 0 0 -9 -5 -14 Subtotal 476 50 44 94 37 46 83 Pass -By Adjustment' 48 -5 -4 -9 -15 -18 -33 Day Care Net Trip Generation 428 45 40 85 22 28 50 f Globe Theatres 1,760 3 3 6 65 97 162 (23,574 SF, 8 Screens) Internal Capture Adjustment 6 -510 0 0 0 -13 -19 -32 Movie Theatre Net Trip Generation 1,250 3 3 6 52 78 130 Net "Existing" Trip Generation 6,574 125 93 218 218 265 483 Proposed Redevelopment Plan 9,661 132 85 217 430 466 896 • Country Hills Towne Center (171,983 SF) Internal Capture Adjustment' -326 0 0 0 -9 -14 -23 Subtotal 9,335 132 85 217 421 452 873 Pass -By Adjustment' -934 -13 -9 -22 -139 -149 -288 Retail Center Net Trip Generation 8,401 119 76 195 282 303 585 • Proposed Medical Office 1,774 96 26 122 49 134 183 Building (49,100 SF)) Internal Capture Adjustment" -326 0 0 0 -14 -9 -23 Medical Office Net Trip Generation 1,448 96 26 122 35 125 160 Net Trip Generation Potential for 9,849 215 102 317 317 428 745 Proposed Project: Net Difference in Trip Generation: 3,275 90 9 99 99 163 262 Proposed vs. Existing Source: Internal Capture rates were estimated based on the methodology outlines in Chapter 7 — Multi -Use Development of Trip Generation Handbook, published by ITE, June 2004. T Pass -By Trips are trips made as intermediate stops on the way from an origin to a rima rytri destination. Pass -by trips are attracted from traffic passing the site on adjacent streets, which contain direct access to the generator. The PM peak hour pass -by percentage (T) for retail shopping center uses is calculated based on the following equation: LN (T) = -0.291 LN (X) + 5.001, where X = gross leasable area (Source: Trip Generation Handbook, ITE June 2004). For a day care center, a 40% PM peak hour pass -by reduction factor was used (Source: SANDAG Traffic Generators). AM peak hour and daily pass -by percentages estimated to be 10% for above referenced land uses. LINSCOTT, LAW & GPEENSPAN, anginSAIS 13 LLG Ref 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N'vlu 2042536 R,.E25k6 Fiall Coumn Hill, T,,,.nc Caevr T l371i ,05&,1, 5.2 Project Traffic Distribution and Assignment The general, directional traffic distribution pattern for the proposed project is presented in Table 5-3. 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. Diamond Bar Boulevard, etc.), 2. expected localized traffic flow patterns based on adjacent street channelization and presence of traffic signals, 3. existing intersection traffic volumes, 4. ingress/egress opportunities at the project site, and 5, existing distribution pattems at the site driveways. Based on the project's origins and destinations (detailed above), Figure 5-1 presents the project trip distribution pattern for the Country Hills Towne Center Expansion project. The method by which the specific distribution patterns were determined at the three project driveways is also contained in Appendix C. The anticipated AM and PM peak hour project volumes associated with the proposed expansion project are presented in Figure 5-2 and 5-3, respectively. The traffic volume assignments presented in Figures 5-2 and 5-3, reflect the traffic distribution characteristics shown in Figure 5-1 and the net project traffic generation forecast presented in Table 5-2. LINSCou, Law& GREENSPAN, engineers 14 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N: 210 2042536 Rcpmt2536 RolComnry Hilt, T—iQ(,iitcr TIA]d52,111. dux TABLE 5-3 PROJECT DIRECTIONAL DISTRIBUTION PATTERN Distribution Percentage Orientation 15% To/from the north via SR -57 Freeway 15% To/from the south via SR -57 Freeway 30% To/from the north via Diamond Bar Boulevard 5% To/from the north via Brea Canyon Road 5% To/from the south via Brea Canyon Road 14% To/from the west via Brea Canyon Cutoff 5% To/from the west via Fountain Springs Road 5% To/from the west via Cold Spring Lane 5% To/from the east via Cold Spring Lane 1% To/from the east via Sugaipine Place 100% Total LINSCOM LAW & GREENSPAN, engineers 15 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar V: _i0u'_`C4'zdti Rq,on._i �5 Fina Counv. Hillx Tno-nc fcnmr TI \-;� `[a�. An apnfio g00Z—l{-60 Bg:LO:OI dm 6Mp{—g{g�gZ\fixp\gfgZYOl\OOSL\: by m oyo ti) �y�o dsby Q Oj 6Sl Nofyy ob has O�O� In SbJ Oa lvauvvq b0 bide N W 6Zt z 6S a. OAF 0�1 Wo O= VP r-+ z xm w o W a< a G� z o� w Z Hy w w aw E+ w Q � Of U l^ l.y J J F z 0 W O O a a N t— W W w O x a U J Q U N O z M o \ 1 ) F Ir b�0 SyyJ�2 _ C�° / 0 \ N33 J tun U0 NOANVO 1 / "V / 0 / I 0/ 0 —1 I r :• 5OOL-CC-10 [Y:OV:OI dOl 6�P't-S19CSZ\6xG\9CSL00[\ODBC\� 01 91 15 l f J I L r 9t \i o£� ^7 11 1 \ 1 0J11(/ ) °)oi / I °— o � �o So i r AO SJ \ 1 / 06,rl J OLl Np,iNbJ b.�ye ) \\ / — ` / d•O OJ�iy ��� \I //l NAA a I GJ�p OHO \ / X61' I 1 si I ( 6.0 FUTURE TRAFFIC CONDITIONS 6.1 Ambient Traffic For the 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 for regular growth in traffic volumes due to the development of projects outside the study area. Background traffic in the study area has been estimated to increase at a rate of approximately 2% per year in the near term, and 0.7% per year in the long term. Future increases in background traffic due to regional development are expected to continue at the same rate. For the Year 2006, the existing (Year 2003) traffic volumes were increased by 6% to reflect area - wide regional growth in traffic. For the Year 2016, the existing (Year 2003) traffic volumes were increased by 6% to account for regional growth to the Year 2006, and were then increased by 7% from Year 2006 to Year 2016. The 2% and 0.7% annual growth rates were determined based on coordination with City of Diamond Bar staff. 6.2 Related Projects Traffic Characteristics In order to make a realistic estimate of future on -street conditions prior to implementation of the Country Hills Towne Center Expansion project, 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. The traffic expected to be generated by future projects that are either under construction or proposed within the study area accounts for the second element of the Year 2006 and Year 2016 Cumulative Base scenarios. Based on our research, there are twenty (20) planned and/or approved, related projects within the project vicinity that have either been built, but not yet fully occupied, or are being processed for approval. Table 6-1 provides the location and a brief description for each of the 20 related projects. Figure 6- 1 graphically illustrates the location of the related projects. These related projects are expected to generate vehicular traffic, which may affect the operating conditions of the key study intersections. The list of cumulative projects was developed in conjunction with City of Diamond Bar and City of Industry staff. Table 6-2 presents the development totals and resultant trip generation for the 20 related projects. As indicated in Table 6-2, the 15 related projects included in the Year 2006 Cumulative Base would generate a total of approximately 64,752 daily trips, 4,168 AM peak hour trips, and 5,814 PM peak hour trips. Table 6-2 indicates that the five other related projects included in the Year 2016 Cumulative Base would generate an additional 126,410 daily trips, 8,820 AM peak hour trips, and 12,639 PM peak hour trips. LINscorr, LAW & GREENSPAN, engineers 16 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N 2.100 2o42536R<pn(22336 rinxl (-nwrt,, Hills To,,., CannTLA i-25-21" i du. TABLE 6-1 LOCATION AND DESCRIPTION OF RELATED PROJECTS No. Cumulative Project Location/Address Description 50,000 SF church expansion I Diamond Bar Village Mixed -Use Grand Avenue at Golden Springs with 21,400 SF retail Development Road, Diamond Bar shops/bookstore, 200 DU condominium complex, and 151,000 SF shopping centers 116 Room business hotel, with 7,000 SF quality restaurant, 2. Extended Stay America Brea Canyon Road south of 4,300 SF high -turnover Lycoming Street, Diamond Bar restaurant, 3,400 SF fast-food with drive-thru, 4,000 SF retail shops, and 4,000 SF office spaces 3 Kaiser Permanente Medical Office Bridge Gate Drive at Copley 31,050 SF medical office Building Drive, Diamond Bar building 4. Gateway Corporate Center— Lot #4 West of Gateway Drive, south of Golden Springs, Diamond Bar 25,000 SF office building 5. Cat Wash and Auto Center Grand Avenue, west side of SR -60 3 oil and lube stalls, I carwas h, Freeway and 6 auto care stalls 6' Mixed -Use Commercial 1035 %: Banning Way, Diamond 35,157 SF retail center, 10,000 Development Bar SF high -turnover restaurant, ad 5,096 SF office space 7. Diamond Bar Center Shotgun Lane at Grand Avenue, 20,930 SF recreation community Diamond Bar center, and 18,400 SF library 8 Industry East Buildings #6, 7, 8, 9 South side of Garcia Avenue, east 74,400 SF industrial park and &10 of Grand Avenue, Industry 173,600 SF warehouse facilities 9' Industry East Buildings #11, 14 and West side of Grand Avenue, south 189,000 SF shopping center, Major 6 J of Valley Boulevard, Industry 24,000 SF industrial ark and P 56,000 SF warehouse facilities 10. Industry East Building #16 Southeast corner of Brea Canyon 105,000 SF industrial park and Road and Cheryl Lane, Industry 245,000 SF warehouse facilities It. Industry East Building #17 East side of Brea Canyon Road at 127,500 SF industrial park and Cheryl Lane, Industry 297,500 SF warehouse facilities 12. Industry East Buildings #19, 20, 21, 1,144,350 SF industrial park and 22 and 25 Baker Parkway, Industry 2,670,150 SF warehouse facilities 13. Plantation III Buildings A & B 21301 & 21401 Ferrero Parkway, 260,400 SF manufacturing Industry facilities $ Source: Lewis Operating Corp., Diamond Bar Village Specific Plan project descri tion epresnts curtent development tabulation (October 2004). LINSCOTT, LAW & GREENSPAN, engineers 17 LLG Ref. 2-04-2536 County Hills Towne Center Expansion, Diamond Bar N 2500 20425 WR,,la 2336 Final (11-1111, Hill; Towu. (aunt TI:\ 7-]5.205'd"c TABLE 6-1 (CONTINUED) LOCATION AND DESCRIPTION OF RELATED PROJECTS No. Cumulative Project Location/Address Description Grand Avenue, north of Valley 140,000 SF shopping Center, 64 14. Snowcreek Village Boulevard, Walnut DU senior housing, and 150 Bed Congregate Care Facility W VUSD Site D Mixed Use Diamond Bar Boulevard, east of 120,000 SF of retail center, 117 15. Development Project Brea Canyon Road residential condominiums and 58 single-family detached homes. 16. Country Homes Estates Horizon Lane, Diamond Bar 49 single family residential units 9,000 SF fast-food with drive - t7 Industry East Building Pads I, 2 & 3, East side of Grand Avenue, south thru, 60,000 SF of specialty Major 1, 2, 3, 4, 5 and 11 of Valley Boulevard, Industry retail shops, and 246,400 SF shopping center 18. Industry East Building Major 7, 8, 9 West side of Grand Avenue, south 39,000 SF of specialty retail shops, and 40,000 SF shopping & 10 of Valley Boulevard, Industry center 1,626,000 SF office space, East and West side of Grand 707,000 SF shopping center, 19. Industry Business Center Avenue, north of SR -60/01d Brea - 561,000 SF new car sales, Canyon Road, Industry 1,252,000 SF business park, and 633,000 SF industrial park 2,465 single-family DU, 357 DU Brea Canyon Road, north of of senior housing, 778 multi - 20. Aera Energy Planned Community Tonner Canyon Road, Los Angeles family DU, 18 -hole Golf Course, County 300,000 SF shopping center, and 28 -acre sports park LINScorT, LAW & GREENSPAN, engineers 18 LLG Ref. 2-04-2$36 Country Hills Towne Center Expansion, Diamond Bar N: 4500 2043536 RePurt 2536 Final (''.n, Hills Tounc ('<mer TI] r-'5.1(1311 TABLE 6-2 RELATED PROJECTS TRAFFIC GENERATION FORECAST [a] Source: Traajf c Impact Study for Diamond Bar Village and Fair- Share Cost Analysis for the Diamond Bar Village Specific Plan prepared by LLG, Engineers. @l Source: Extended Stay America Traffic Impact Analysis prepared by RK Engineering Group, Inc., February 2002. [c] Source: Kaiser Permanente Medical Office Building Traffic Impact Study prepared by LLG Engineers, March 2003. [d] Source: Lot #4 -Gateway Corporate Center Project Traffic Impact Study prepared by LLG Engineers, Dec. 2002. (e) Source: Car Wash and Auto Care Center Traffic Impact Analysis prepared by Transtech Engineers, Inc., June 1999. [a Source: 1035 112 Banning Way Mixed -Use Commercial Development Project Traffic Study prepared by Coco Traffic Planners, Inc., May 2003. [g] Source: Community/Senior Center and Library Project Traffic impact Analysis prepared by Warren C. Siecke, December 2001. (h] The updated project description for Industry East was provided by the City of Industry staff. The trip generation estimates reported in this table do not correspond to the traffic impact analysis prepared by Transtech Engineers, Inc. on March 8, 2000 [i] Source: Snowcreek Village Trajfic Impact Analysis prepared by Kimley-Hom and Associates, Inc. [I) Source: WVUSD Site D Mixed Use Development Trak Impact Analysis prepared by LLG Engineers, dated July 2005. LINscou, LAW& GREENSPAN, engineers 19 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar 4: 2im20425!6R.,m' ,Final('Dump• Hills To..n.(ICamr TIA--`i-2005&,, Cumulative Project Daily AM Peak Hour PM Peak Hour No. Description Two Way In Out Total In Out Total INCLUDED IN YEAR 2006 & 2016 CUMULATIVE BASE CONDITIONS Diamond Bar Village 1. Mixed -Use Development 6,141 179 212 391 237 214 451 [a] 2. Extended Stay America [b] 1,954 83 65 148 89 68 157 3 Kaiser Permanente Medical 11122 60 15 75 31 83 114 Office Building [c] 4 Gateway Corporate Center 460 54 8 62 18 89 107 — Lot #4 [d] 5. Car Wash/Auto Center [e] 1,140 13 6 19 97 120 217 6 Mixed -Use Commercial 2,684 82 58 140 133 173 306 Development [f] 7. Diamond Bar Center [g] 756 21 l0 31 28 38 66 8 Industry East Buildings #6, 1,297 100 22 122 30 100 130 7, 8, 9 &10 [h] 9 Industry East Buildings #11, 5,292 97 49 146 231 271 502 14 and Major 6 [h] 10. Industry East Bldg #16 [h] 1,830 141 31 172 41 141 182 11. Industry East Bldg #17 [h] 2,223 172 38 210 50 170 220 12 Industry East Buildings #19, 19,944 1,543 338 1,881 447 1,538 1,985 20, 21, 22 and 25 [h] 13. A &taction III Buildings 1,214 178 54 232 84 151 235 14. Snowcreek Village [i] 11,409 173 114 287 337 317 654 15 W VUSD Site D Mixed Use 7,286 115 137 252 253 235 488 Project [I] CUMULATIVE PROJECT TRIPS 64,752 3,011 1,157 4,168 2,106 3,708 5,814 SUBTOTAL (PROJECTS 1-1 S) [a] Source: Traajf c Impact Study for Diamond Bar Village and Fair- Share Cost Analysis for the Diamond Bar Village Specific Plan prepared by LLG, Engineers. @l Source: Extended Stay America Traffic Impact Analysis prepared by RK Engineering Group, Inc., February 2002. [c] Source: Kaiser Permanente Medical Office Building Traffic Impact Study prepared by LLG Engineers, March 2003. [d] Source: Lot #4 -Gateway Corporate Center Project Traffic Impact Study prepared by LLG Engineers, Dec. 2002. (e) Source: Car Wash and Auto Care Center Traffic Impact Analysis prepared by Transtech Engineers, Inc., June 1999. [a Source: 1035 112 Banning Way Mixed -Use Commercial Development Project Traffic Study prepared by Coco Traffic Planners, Inc., May 2003. [g] Source: Community/Senior Center and Library Project Traffic impact Analysis prepared by Warren C. Siecke, December 2001. (h] The updated project description for Industry East was provided by the City of Industry staff. The trip generation estimates reported in this table do not correspond to the traffic impact analysis prepared by Transtech Engineers, Inc. on March 8, 2000 [i] Source: Snowcreek Village Trajfic Impact Analysis prepared by Kimley-Hom and Associates, Inc. [I) Source: WVUSD Site D Mixed Use Development Trak Impact Analysis prepared by LLG Engineers, dated July 2005. LINscou, LAW& GREENSPAN, engineers 19 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar 4: 2im20425!6R.,m' ,Final('Dump• Hills To..n.(ICamr TIA--`i-2005&,, TABLE 6.2 (CONTINUED) RELATED PROJECTS TRAFFIC GENERATION FORECAST @l The updated project description for Industry East was provided by the City of Industry staff. The trip generation estimates reported in this table do not correspond to the traffic impact analysis prepared by Transtmh Engineers, Inc. on March 8, 2000 Ul Source: Trac Impact Study for Industry Business Center prepared by LLG Engineers, March 2004. [k] Information provided by ISA Associates, Inc. LINscorr, LAW & GREENSPAN, engineers 20 LLG Ref 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar Nr23q 204'536 Rryw;, 253d Fi,ul Counn Hilb T,nw<t'cnmr TL\ *-25.2605.J;m Cumulative Project Daily AM Peak Hour PM Peak Hour No. Description Two -Way In Out Total In Out Total INCLUDED IN ONLY YEAR 2016 CUMULATIVE BASE CONDITIONS 16. Country Homes Estates 469 9 28 37 31 18 49 Industry East Building 17. Pads 1, 2 & 3, Major 1, 2, 11,071 244 196 440 435 475 910 3, 4, 5 and 11 [h] 18 Industry East Building Major 7, 8, 9 & 10 [h] 2,618 42 27 69 90 109 199 Industry Business 19 Center [j] 67 ,993 4,460 1,086 5,546 2,362 4,965 7,327 20 AeraEnergy Planed Com Community [k] 44,259 856 1,872 2,728 2,448 1,706 4,154 CUMULATIVE PROJECT TRIPS SUBTOTAL (PROJECTS 16 —20) 126,410 5,611 3,209 8,820 5,366E7,273TOTAL CUMULATIVE PROJECT TRIPS 191,162 8,622 4,366 12,9887,4721 18,453 @l The updated project description for Industry East was provided by the City of Industry staff. The trip generation estimates reported in this table do not correspond to the traffic impact analysis prepared by Transtmh Engineers, Inc. on March 8, 2000 Ul Source: Trac Impact Study for Industry Business Center prepared by LLG Engineers, March 2004. [k] Information provided by ISA Associates, Inc. LINscorr, LAW & GREENSPAN, engineers 20 LLG Ref 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar Nr23q 204'536 Rryw;, 253d Fi,ul Counn Hilb T,nw<t'cnmr TL\ *-25.2605.J;m 6.3 Year 2006 Traffic Volumes The AM and PM peak hour traffic volumes associated with the 15 related projects considered in the Year 2006 cumulative traffic analysis are presented in Figures 6-2 and 6-3, respectively. Figures 6-4 and 6-5 present Year 2006 cumulative traffic volumes at the 10 key study intersections and two project driveways. Please note that the background traffic volumes represent the accumulation of existing traffic, ambient growth traffic, and related projects traffic. Figures 6-6 and 6-7 illustrate Year 2006 forecast AM and PM peak hour traffic volumes with the inclusion of the trips generated by the Country Hills Towne Center Expansion project. 6.4 Year 2016 Traffic Volumes The AM and PM peak hour traffic volumes associated with all 20 related projects considered in the Year 2016 cumulative traffic analysis are presented in Figures 6-8 and 6-9, respectively. It should be noted that the potential traffic volumes generated by the proposed Industry Business Center related project were assigned to the existing street system assuming that Sunset Crossing Road will not be extended between the related project property and the roadway's current western terminus. Figures 6-10 and 6-11 present future AM and PM peak hour cumulative traffic volumes at the 10 key study intersections and two project driveways for the Year 2016. 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Oy�J �``' N) S� rl toNO�Nb�� SJ / 021 N XNb� 4fo� -C NAO Ci cN s / / } 1 SLZ O� UP CQ H a m O z a0 W x� U W x Y� O 9 ~ W H _J r H Z N O U O x d W a W m r, w 'o Y a O sm68B SOOZ—SZ—LO l< re \I I 08 J } lzi oy `- I q 1. ; '°off ` \ \ I 91) 1 sss J / \ JI I I 4Z6 J 1 } sm68B SOOZ—SZ—LO l< re \I I 08 J } lzi oy `- I q 1. ; '°off ` \ \ I 91) 1 sss J / 7.0 TRAFFIC IMPACT ANALYSIS METHODOLOGY The relative impact of the added project traffic volumes generated by the Country Hills Towne Center Expansion project during the AM and PM peak hours was evaluated based on analysis of future operating conditions at the 10 key study intersections, without, then with, the proposed project. The previously discussed capacity analysis procedures were utilized to investigate the future volume -to -capacity relationships and service level characteristics at each study intersection. 7.1 Impact Criteria and Thresholds: The significance of the potential impacts of the project at each key intersection was then evaluated using the following criteria. The project is considered to have a potentially significant impact if the following criteria are met: For Non -CMP Intersections: ❑ the ICU value under "with project" conditions is 0.91 or greater (LOSE or F), and ❑ the ICU increase attributable to the project is 0.02 or greater For CMP Intersections- ❑ the ICU value under "with project" conditions is 1.01 or greater (LOS F), and ❑ the ICU increase attributable to the project is 0.02 or greater The impacted intersection should be mitigated to offset the ICU increment attributable to the project, and bring back the level of service to pre -project or Cumulative Base conditions. 7.2 Traffic Impact Analysis Scenarios The following scenarios are those for which LOS calculations have been performed: A. Year 2003: Existing Traffic Conditions B. Year 2006: Cumulative Conditions (Existing, Ambient Growth, and Related Projects) C. Year 2006: Cumulative Conditions Plus Project Traffic D. Scenario (C) with Improvements, if necessary E. Year 2016: Cumulative Conditions (Existing, Ambient Growth, and Related Projects) F. Year 2016: Cumulative Conditions Plus Project Traffic G. Scenario (F) with Improvements, if necessary LINscorT, LAW $ GREENSPAN, engineers 22 ' LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar "A3!i•OA.i'5 Rcpcm ]i35 Final (buuu'y Hills Tmnr. ('nnar TI:\ )-_'i-]uRi dnc 8.0 PEAK HOUR INTERSECTION CAPACITY ANALYSIS 8.1 Year 2006 Traffic Conditions Table 8-1 summarizes the peak hour Level of Service results at the 10 key study intersections for Year 2006 cumulative- traffic conditions. The first column (1) of ICU/LOS values in Table 8-1 presents a summary of existing AM and PM peak hour traffic conditions (which were also presented in Table 3). The overall intersection volume -to -capacity ratio and corresponding LOS are reported in this summary table. The second column (2) lists projected background traffic conditions based on existing intersection geometry, but without any project traffic. The third column (3) presents forecast Year 2006 near-term traffic conditions with the addition of Country Hills Towne Center project traffic. The fourth column (4) shows the increase in ICU value due to the added peak hour project trips and indicates whether the traffic associated with the project will have a significant impact based on the LOS standards and the significance impact criteria defined in this report. 8.1.1 2003 Existing Conditions As previously presented in Table 3-2, review of this table indicates that three of the 10 key study intersections operate at an adverse service level during the AM and/or PM peak hour based on the City's LOS standards. As shown in Table 8-1, Brea Canyon Road (West) at Pathfinder Road, Brea Canyon Road (East) -Fern Hollow at Pathfinder Road and Brea Canyon Road at Diamond Bar Boulevard currently operate at LOS E during the AM peak hour or PM peak hour. The remaining 7 key study intersections currently operate at LOS D or better during the commuter peak hours. 8.1.2 Year 2006 Cumulative Traffic Conditions An analysis of future (Year 2006) cumulative traffic conditions indicates that 4 of the 10 key study intersections are projected to operate at an unacceptable operating condition during the AM and/or PM peak hour based on the City's LOS standards with the addition of ambient traffic growth and related projects traffic. These intersections, reported below, are forecast to operate at a poor LOS during the peak hour indicated. Key Intersection AM Peak Hour PM Peak Hour 1. Brea Canyon Road (W)/Pathfinder Rd LOS E 4. Brea Canyon (E)-Fem Hollow/Pathfinder LOS E 5. Diamond Bar Blvd/Pathfinder Rd LOS E 10. Brea Canyon Rd/Diamond Bar Blvd LOS E LOS E The remaining 6 key study intersections are expected to operate at adequate service levels (LOS D or better) during the weekday AM and PM peak commute hours. .LINSCOTT, LAW & GREENSPAN, engineers 23 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion. Diamond Bar \\ 25 JO'041515 Rcpm4 ]>SA Final ('nuuv. Hina Tou tic Cenmr TI \ U Q a V O CO W VJ J W Q �.. Z R O S Y a W d goO O N R W y �+ yO yyO p pp O yO yO. yp O yO yp yO yO yO yO yO O .yO yO yp q � f+ z H z H H H % z H H z F H H z F -i fr fr u w 93 C N4 u N O O O~ O O O O UO O O O O O O O O O O O O O 0 0 O O O O a O U W d W R7 U W Pa W q P] W m U d U U V W W d d 7 a+ L ] b OOi vii b b O U) } J Q a U w 1U�1 O O O O O O O O b lO l- O O 0 0 O O O O 0 0 p p w F O U W d at co U W pa W Q W W P] W d m U U W W ob o y d R E+ b DD h h h b O\ M V1 U O e O O C 6 G C OC; b 1� O b a0 O O O p O O O o 0 e F rA 0 fA W d R1 W U W Pa Q U W G] 0.1 W d Pq W U W Q 42 9 C W U 4 O O 0 0 O O 0 0 O O- O O0 F O OO OO OO C) O O O O w d. � a id is is •� > > 7i p � � O'� C Q oRol o o $ O N W O O < CO P� j Q 'O v v Pa q .0 Ra >••iy m� C 3 9 'r! O ww 0.1x gpwo b Enw V)a" taw qui qw qv qU wq C ry M a0 O\ t � G w W O 8.1.3 Year 2006 Cumulative Traffic Conditions with Country Hills Towne Center Expansion Project Review of Columns 3 and 4 of Table 8-1 indicates that traffic associated with the proposed project will not significantly impact any of the 10 key study intersections, when compared to the LOS standards and significant traffic impact criteria defined in this report. As discussed earlier, a significant project impact occurs when the project increases traffic demand at a signalized study intersection by 2% of capacity (ICU >_ 0.020) where the final operating conditions is LOS E or F. Review of column 4 of Table 8-1 shows that the project ICU increment at the four intersections forecast to operate at an adverse LOS during the AM peak hour or PM peak hour, is less than the maximum allowable threshold. The remaining six study intersections are expected to continue to operate at adequate service levels during the weekday AM and PM peak commute hours. 8.2 Year 2016 Traffic Conditions Table 8-2 summarizes the peak hour Level of Service results at the 10 key study intersections for Year 2016 cumulative traffic conditions. The structure of this table is similar to that of Table 8-1. As shown, column one (1) presents existing traffic operating conditions (as detailed previously). Column two (2) presents future Year 2016 cumulative traffic conditions. Column three (3) reports the forecast Year 2016 traffic conditions with the addition project traffic. The fourth column (4) shows the increase in ICU value due to the added peak hour project trips and indicates whether the traffic associated with the project will have a significant traffic impact based on the significance impact criteria defined in this report. The fifth column (5) indicates the anticipated level of service with implementation of recommended improvements to mitigate adverse cumulative traffic conditions and achieve an acceptable LOS. 8.2.1 Year 2016 Cumulative Traffic Conditions Review of Column 2 of Table 8-2 indicates that five of the 10 study intersections are projected to operate poorly under Year 2016 cumulative traffic conditions. These intersections, reported below, are forecast to operate at a poor LOS during the peak hour indicated. Key Intersection AM Peak He PM Peak He 1. Brea Canyon Rd (W)/Pathfinder Rd LOS F 4 Brea Canyon Rd (E)/Fern Hollow - Pathfinder Rd LOS F 5. Diamond Bar Blvd/Pathfinder Rd LOS F LOS F 9. Diamond Bar Blvd/Cold Springs Lane LOS E 10. Brea Canyon Rd/Diamond Bar Blvd LOS F LOS F The remaining five key study intersections are forecast to operate at LOS D or better during the commuter peak hours. LINSCOTT, Law& GREENSPAN, engineers 25 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N::_>Op 2042535 Repos 25M Final Coumi., Hill; Tome Cuu r TI.\'ai-]in S Juc v 1 4 Z Q F L d U z 0 OD W JCC F m f ? Q 0 O x Y a w R. co 0 N R W r r M y U G U O y z z ZZ z z z% ZZ ZZ z z U O O O O O O O O O O O O O o 0 0 0 0 0 0 .w O A w W U U A W U w w U A U A w A A W ;T4 w u 77c a QI QD _ n W V H r1 O H O W b W r�1 u Arn O A w m U W g w U w w U q U q g q w w w O N � L N ap m r W � W o0 OMi .moi M N G � A U d Y 9 rN+ �w v N tC y pU„i O O O O O O O O O O O O O\ a0 E O O O O O O O O 9 O 04 J ro N ^ ro ro C ro O ro > ro 7E! ro ltl N V, o ami A~> 0 aii o y N y y u P$ 0.i p iV i� i� C a°i � '�- rA t4v H ❑O ,d b Vim] b b T L W y5 ❑T❑ u ,v L" wUV S c� ro �� L b n 00 O; 9 P�1 m v F 8.2.2 Year 2016 Cumulative Traffic Conditions with Country Hills Towne Center Expansion Project Review of Columns 3 and 4 of Table 8-2 shows that the Country Hills Towne Center Expansion project will contribute to the degradation of the five intersections forecast to operate at an unsatisfactory LOS in the Year 2016, but only significantly impact one, Diamond Bar Boulevard at Cold Springs Lane, based on the significance impact criteria defined in this report. The locations projected to operate at an adverse LOS in the Year 2016, prior to implementation of recommended cumulative intersection improvements, are as follows: Key Intersection AM Peak Hour PM Peak Hour 1. Brea Canyon Rd (W)/Pathfinder Rd LOS F 4 Brea Canyon Rd (E)/Fem Hollow- LOS F Pathfinder Rd 5. Diamond Bar Blvd/Pathfinder Rd LOS F LOS F 9. Diamond Bar Blvd/Cold Springs Lane LOS E 10. Brea Canyon Rd/Diamond Bar Blvd LOS F LOS F Review of Columns 3 and 4 of Table 8-2 indicate that traffic associated with the Country Hills Towne Center Expansion project will significantly impact one of the 10 study intersections when evaluated within a cumulative traffic setting in the Year 2016 based on the significance impact criteria defined in this report. As shown, the PM peak hour LOS of the Diamond Bar Boulevard/Cold Springs Lane intersection is forecast to operate at LOS E with the addition of project traffic, with a project -related ICU increment of 0.022. As discussed earlier, a significant project impact occurs when the project increases traffic demand at a signalized study intersection by 2% of capacity (ICU >_ 0.020) where the final operating conditions is LOS E or F. The project ICU increment at the intersections forecast to operate at an adverse LOS during the AM peak hour or PM peak hour is less than the maximum allowable threshold. The remaining 5 key study intersections are forecast to continue to operate at an acceptable LOS with the addition of project generated traffic in the Year 2016. However, as shown in Column 5 of Table 8-2, the implementation of recommended cumulative improvements at the five intersections forecast to operate at a poor LOS completely offsets the impact of the proposed project, as well as future background traffic (See Column 5 of Table 8-2). Per the City of Diamond requirements", the Country Hills Towne Center Expansion project can be expected to pay a fair -share of the construction costs to implement recommended cumulative improvements. it Source: City of Diamond Culdelines for the Preparation of Trak Impact Analysis Report (dated February 4, 1992) UNscorr, taw & GREENSPAN, engineers 27 LLG Ref. 2-04-2536 Country Bills Tov c Center Expansion, Diamond Bar N lino ]r,+'i:6 r.p,l,i l,in Fi,ul Cowan Hill. Lan¢ c'rnmr TL\ ; :.--'_Oni.dtt 9.0 AREA -WIDE TRAFFIC IMPROVEMENTS For those intersections where future traffic volumes are expected to result in poor operating conditions, this report identifies planned/recommended roadway improvements that change the intersection geometry • to increase capacity. These capacity improvements involve roadway re - striping to reconfigure (add lanes) to specific approaches of a key intersection. The identified improvements are expected to: mitigate the impact of area -wide deficiencies, and/or improve Levels of Service to an acceptable range. 9.1 Recommended Cumulative Improvements The improvements summarized in Table 9-1 are recommended to mitigate the cumulative traffic impact of existing traffic, future non -project (ambient growth and cumulative projects) traffic and project traffic (discussed in detail in Section 8.2.2). The Country Hills Towne Center Expansion project can be expected to pay a fair -share of the construction costs to implement these mitigation measures. Review of Table 9-1 shows that the improvements necessary for the long-term (Year 2016) at the intersections of Brea Canyon Road (West) at Pathfinder Road, Brea Canyon Road (East) -Fern. Hollow at Pathfinder Road, Diamond Bar Boulevard at Pathfinder Road, Diamond Bar Boulevard at Cold Springs Lane, and Brea Canyon Road at Diamond Bar Boulevard will cost roughly $1,476,313.00 to construct/implement. Appendix D includes the cost estimate calculation worksheets prepared for each of the recommended cumulative improvements. LINscom LAw & GREENSPAN, engineers 28 LLG Ref. 2-04-2576 Country Hills Towne Center Expansion, Diamond Bar N' 251ke2042536,Repm2536 Find('omit' Hill.: To.. nc('mLCA TIA 7.25-'n0i doo TABLE 9-1 SUMMARY OF RECOMMENDED IMPROVEMENTS AND COST ESTIMATES Key Intersection Improvement Description Cost Estimate 1. Brea Canyon Road (West) at Widen and/or restripe Pathfinder Road to provide a second $258,875.00 Pathfinder Road eastbound left -tum lane and a second westbound right -turn lane. The implementation of this improvement may require some modification to existing traffic signal equipment (i.e. re-cut/install new vehicle loop detectors, modification to traffic signal controller). 4. Brea Canyon Road (East) Fern Restripe westbound approach and departure on Pathfinder $37,500.00 Hollow at Pathfinder Road Road to provide a third through lane. Restripe southbound approach on Fern Hollow to provide an option left -through - right -turn lane and a separate right -tum lane. The implementation of this improvement may require some modification to existing traffic signal equipment (Le, re- cuNinstall new vehicle loop detectors, modification to traffic signal controller), as well as the restriction of on - street parking. S. Diamond Bar Boulevard at Restripe northbound approach and departure on Diamond $520,813.00 Pathfinder Road Bar Boulevard to provide a third through lane, and restripe existing bike lane as necessary. Widen and restripe southbound approach and departure on Diamond Bar Boulevard to provide a second right -turn lane and a thud through lane. The implementation of this improvement may require some modification to existing traffic signal equipment (i.e. re-cut/install new vehicle loop detectors, modification to traffic signal controller), as well as the termination of the existing bike lane. 9. Diamond Bar Boulevard at Restripe northbound approach and departure on Diamond $18,750.00 Cold Spring Lane Bar Boulevard to provide a third through lane. The implementation of this improvement may require some modification to existing traffic signal equipment (i.e. re- cut/install new vehicle loop detectors, modification to traffic signal controller), as well as the termination of the existing bike lane. 10. Brea Canyon Road at Diamond Widen and/or restripe northbound approach on Brea $640,375.00 Bar Boulevard Canyon Road to provide a second right -tum lane. Widen and/or street eastbound approach and departure on Diamond Bar Boulevard to a thud through lane. Restripe westbound approach on Diamond Bar Boulevard to provide a second left -turn lane. The implementation of this improvement may require some modification to existing traffic signal equipment (i.e. re-cut/install new vehicle loop detectors, modification to traffic signal controller), as well as the termination of the existing bike lane. Total Costs of Recommended Improvements $1,476 313.00 LINscorr, LAW & GREENSPAN, engineers 29 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar A •im 20421ffi Rgxn12i16 Final ('nunuy Hill, Tow,w('c1,w Tl:\ 10.0 PROJECT FAIR -SHARE CONTRIBUTION The transportation impacts associated with the Country Hills Towne Center Expansion project were determined based on both a near-tenn (Year 2006) and long-term (Year 2016) traffic analysis. As summarized in Tables 8-1 and 8-2, the proposed expansion project will significantly impact only one intersection, but contribute, on a cumulative basis, to the forecast poor service levels at four additional intersections. As such, the Country Hills Towne Center Expansion project can be expected to pay a proportional "fair -share" of the improvement costs of the impacted intersections where improvements are recommended to mitigate area -wide deficiencies. Table 10-1 presents the project's fair -share contribution of the cost to construct the recommended improvements at the five study intersections projected to operate at LOS E or F in the Year 2016. These fair share calculations are based on the recommended methodology contained in the City of Diamond Guidelines for the Preparation of Traffic Impact Analysis Report. As presented in this table, the first column (1) presents the project -related peak hour traffic. The second column (2) presents total related project's traffic. The third column (3) represents what percentage of total new peak hour (project plus related projects) traffic is project -related traffic. Columns (4) and (5) present the cost of the recommended improvements, and the project's fair -share contribution. Review of Table 10-1 shows that the Country Hills Towne Center Expansion project's fair share contribution towards recommended intersections improvements totals $79,593.79. LINscon, LAW & GREENSPAN, engineers 30 LLG Ref. 2-04-2536 Country Hills Tovme Center Expansion, Diamond Bar N: _5W XWDA Rdn,Yv'i 6 Final Hills im.nc ('nncr TI \ 7-2i-`605 &o Z 0 m a: I- 0 r V ccW r ul a m a c W U W O cc IL S D r N M N M a 'c+ •L v W K d O 'o U ' L a. C vl O M O v� M d L N w W O eu o U L W y •o a aL u L � a u L v 0 www 0 y N O x d N O A Q a 3 W v `j y V 3 q o q q m o U o W P. 0.i .Z A'P. Ci V) m m V vi O\ 11.0 SITE ACCESS AND INTERNAL CIRCULATION 11.1 Project Access Opportunities and Constraints Access to the Country Hills Towne Center is provided by the intersection of Diamond Bar Boulevard at Sugarpine Place and driveways located on Fountain Springs Road and Cold Springs Lane. Table 11-1 summarizes the intersection operations at the project driveways for near-term (Year 2006) and long-term (Year 2016) traffic conditions at completion and full occupancy of the proposed project, respectively. The operations analysis for the unsignalized project driveways is based on the Highway Capacity Manual 2000 (HCM 2000) methodology. Appendix E presents the Year 2006 and the Year 2016 level of service calculation worksheets for the unsignalized project driveways. As shown in Table H-1, the unsignalized project driveways are forecast to operate at LOS A during the AM and PM peak hours for near-term and long-term traffic conditions, while the signalized intersection of Diamond Bar Boulevard at Sugarpine Place is forecast to operate at LOS D or better. Based on the results of this analysis, project access will be adequate. Motorists entering and exiting the project site will be able to do so comfortably, safely, and without undue congestion. 11.2 Internal Circulation The on-site circulation layout of the Country Hills Towne Center, on an overall basis, is adequate. Curb return radii have been confirmed and are adequate for small service/delivery (Fedex, UPS) trucks, and trash trucks. Vehicle turning templates (ASSHTO PM, SU -30, and WB -50) have been used to ensure that passenger cars, small trucks, and large delivery trucks can properly access and circulate through the site. briscon, LAW & GHEENSPAN, engineers 32 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar 'A(O 22042'3RRgnn 2536 Final Country Hills To.rnc Cenwr TIA 7 TABLE 11-1 PEAK HOUR INTERSECTION CAPACITY ANALYSIS SUMMARY FOR PROJECT DRIVEWAY INTERSECTIONS LINsoorr, LAW & GREENSPAN, engineers LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar �'QioJ-+UJ`iM Rgron `C:P FinA( m, Hille Tm.nc ('nno' TI:1 1-0i.+UPS Jnc Year 2006 Year 2016 ICU or ICU or Time Intersection Delay Delay Project Driveway Period Control (sec/veh) LOS (sec/veh) LOS • Project Driveway at AM One -Way 0.84 s/v A 0.81 s/v A Fountain Springs Road PM stop 5.52 s/v A 5.54 s/v A • Project Driveway at AM One -Way 1.62 s/v A 1.53 s/v A Cold Spring Lane PM Stop 4.54 s/v A 4.43 s/v A • Diamond Bar Blvd at AM 20 Traffic 0.568 A 0.655 B Sugatpine Place PM Signal, 0.713 C - 0.876 D LINsoorr, LAW & GREENSPAN, engineers LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar �'QioJ-+UJ`iM Rgron `C:P FinA( m, Hille Tm.nc ('nno' TI:1 1-0i.+UPS Jnc 12.0 CONGESTION MANAGEMENT PROGRAM COMPLIANCE ASSESSMENT The Congestion Management Program (CMP) was created statewide as a result of Proposition 111 and has been implemented locally by the Los Angeles County Metropolitan Transportation Authority (LACMTA). The CMP for Los Angeles County requires that the traffic impact of individual development projects of potential regional significance be analyzed. A specific system of arterial roadways plus all freeways comprise the CMP system. 12.1 Traffic Impact Review As required by the 2004 Congestion Management Program for Los Angeles County, a review has been made of designated monitoring locations on the CMP highway system for potential impact analysis. Per CMP TIA criteria, the geographic area examined in the TIA must include the following, at a minimum: All CMP arterial monitoring intersections, including freeway on and off -ramp intersections, where the project will add 50 or more trips during either the AM or PM weekday peak hours. Mainline freeway -monitoring stations where the project will add 150 or more trips, in either direction, during the AM or PM weekday peak hours. 12.1.1 Freeways The CMP freeway mainline monitoring stations in the vicinity of the study area are as follows: • SR -57 south of Pathfinder Road • SR -60 east of Nogales Street • SR -60 at Brea Canyon Road • SR -60 east of SR -57 The proposed project will not add 150 or more trips (in either direction) during the weekday AM and PM peak hours at CMP mainline freeway monitoring locations as stated in the CMP manual as the threshold for a traffic impact assessment. Therefore a CMP freeway traffic impact analysis is not required. 12.1.2 Intersections The CMP arterial intersections in the vicinity of the study area include the intersections of SR -57 SB Ramps/Pathfinder Road and SR -57 NB Ramps/Pathfinder Road. As stated earlier, the CMP guidelines require that arterial monitoring intersection locations must be examined if the proposed project will add 50 or more trips during either the AM or PM weekday peak hours (of adjacent street traffic) at CMP monitoring intersections. Based on the proposed project's trip generation potential, trip distribution and trip assignment, the added AM and PM peak hour project generated trips to the adjacent street system fall well below the thresholds required for an arterial intersection analysis. Nevertheless, a review of the intersection capacity analyses provided in Tables 8-1 and 8-2 indicate that the intersections of SR -57 SB Ramps at Pathfinder Road and SR -57 NB Ramps at Pathfinder Road are both projected to operate at LOS D or better with the addition of project traffic. LINSCOTT, LAW & GREENSPAN, engineers 34 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar �. ]gnr'0425M Rgl.123 4 FmA ('tune. Hill, Tnouc ('e,nu� TIA 7.25-205.,, i 13.0 PARKING SUPPLY -DEMAND ANALYSIS Analyzing the supply -demand relationship of Country Hills Towne Center involves determining the parking needs in relation to the existing and/or future parking supply. In general, there are two methods that can be used to determine the parking demand. These are: 1) application of City code parking requirements (which typically treats each use as a "Stand alone" use at maximum demand); and 2) analysis of shared parking usage patterns over time (which recognizes that the parking demand for each use varies by time of day, day of week, and month of year). The shared parking methodology is certainly applicable to a development such as the Country Hills Towne Center, as the individual land_ uses (i.e., retail, restaurant, office, etc.) experience peak demands at different times of the day. 13.1 City Code Parking Analysis As a benchmark, the number of parking spaces required to support the Country Hills Towne Center, after completion of the propose expansion plan, was first conducted by using the parking codes per Chapter 22.30 Off -Street Parking and Loading Standards of the City of Diamond Bar Municipal Code and comparing it to the proposed parking supply provided by the project as indicated in the site plan. 13.1.1 Proposed Parking Supply Based on information provided in the proposed project site plan, a total of 1,003 parking spaces would be provided on surface lots located throughout the site. 13.1.2 Proposed Project Parking Requirements The City's parking code (Section 23.30.040) for existing and proposed land uses of the Country Hills Towne Center is as follows: Shopping centers (shall use unsegregated parking area): 1 space for each 200 SF of gross floor area for centers of less than 20,000 SF and l space for each 250 SF of gross floor area for centers of 20,000 to 50,000 SF, and 1 space for each 300 SF of gross floor area for centers over 50,000 SF, plus I space for each 1,000 SF of outdoor display area. ■ Restaurants (except fast-food): 1 space for each 75 SF of gross floor area for patrons, plus 1 space for each 300 SF of service area, plus 1 space for each 100 SF of outdoor dining area. Restaurants, fast-food: 1 space for each 100 SF of gross floor area, plus l space for each 100 SF of outdoor dining area. Offices, administrative, corporate: 1 space for each 400 SF of gross floor area. ■ Clinics, medicalldental offices: 1 space for each 250 SF of gross floor area -LINSCorr, LAW & GREENSPAN, engineers 35 LLG Ref. 2-04-2536 Country Hills To"e Center Expansion, Diamond Bar N:25002042<tii Fi,,l('n„au, Hill, Toum: C,c,,c, TIA vdo, The City parking codes were applied to the proposed project development tabulation and Table 13-1 summarizes the parking requirements for the Country Hills Towne Center after completion of the proposed expansion plan. As shown, direct application of the City's code to the proposed development results in a code -parking requirement of 1,219 spaces. With a proposed parking supply of 1,003 spaces, the Country Hills Towne Center project exceeds the parking code requirement of 1,219 spaces resulting in a total potential deficiency of 216 spaces. These parking requirements reflect the total parking demand of the center assuming each use is a "freestanding" development at maximum demand and does not consider the "sharing" of parking spaces or time of day parking demand needs. LINSCOTT, LAW & GREENSPAN, engineers 36 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N--'•iUn...pA'_i}6 Rgwre]il6 Mud ('amio-y Hill: Trnnc ('annr TIA •-ti-`(.K�iAoc TABLE 13-1 CITY CODE PARKING REQUIREMENTS" 13 Source: City of Diamond Bar Municipal Code, Section 22.30.040.— Number of Parking Spaces required. 14 Restaurant noor area consists of approximately 37,365 SF of gross floor area dedicated to patrons, and 16,014 SF of service area. Approximately 4,000 SF of outdoor dining area is provided/proposed. LINscoTr, LAw & GREENSPAN, engineers 1 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar V- 23@p2OCiWRalun.`536 Fhul ('aunt, Hills T,)—w ttnc, TIA doo Square -feet of Gross Floor City of Diamond Bar Spaces Project Description Area (SF — GFA Code Parking Ratio Required Major Tenants, Retail Shops, Office/ 1 space per 300 SF — GFA for centers Medical Suites, Bank etc. 90,614 SF over 50,000 SF, plus 1 space for each 302 1,000 SF of outdoor display area 1 space per 75 SF — GFA for patrons, Restaurants with 4,000 SF of outdoor 53,379 SF 14 plus 1 space per 300 SF of service area, 591 dining area plus 1 space per 100 SF of outdoor dining area Fast -Food 7,990 SF 1 space per 100 SF — GFA, plus I. space 80 for each 100 SF of outdoor dining area AAA DB District Office 20,000 SF 1 space per 400 SF - GFA 50 Proposed Medical Office Building 49,100 SF i space per 250 SF - GFA 196 Total Floor Area: 221,083 SF Total Code Parking Requirement: 1,219 Proposed Parking Supply: 1,003 Parking Surplus/Deficiency (+/-): -216 13 Source: City of Diamond Bar Municipal Code, Section 22.30.040.— Number of Parking Spaces required. 14 Restaurant noor area consists of approximately 37,365 SF of gross floor area dedicated to patrons, and 16,014 SF of service area. Approximately 4,000 SF of outdoor dining area is provided/proposed. LINscoTr, LAw & GREENSPAN, engineers 1 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar V- 23@p2OCiWRalun.`536 Fhul ('aunt, Hills T,)—w ttnc, TIA doo 13.2 Shared Parking Analysis 13.2.1 Shared Parking Rationale and Basis Accumulated experience in parking demand characteristics indicates that a mixing of land uses results in an overall parking need that is less than the sum of the individual peak requirements for each land use. Due to the proposed mixed-use characteristics of the Country Hills Towne Center, opportunities to share parking can be expected. The objective of this shared parking analysis is to project the peak parking requirements for the project based on the combined demand patterns of different land uses at the site. Shared Parking calculations recognize that different uses often experience individual peak parking demands at different times of day, or days of the week, or even months of the year. When uses share a common parking footprint, the total number of spaces needed to support the collective whole is determined by adding parking profiles (by time of day, week, and year), rather than individual peak ratios as represented in Chapter 22.30 Off -Street Parking and Loading Standards of the City of Diamond Bar Municipal Code. There is an important common element between the traditional "code" and the Shared Parking calculation methodologies; the peak parking ratios, or "highpoint" for each land use's parking profile, typically equals the "code" parking ratio for that use. The analytical procedures for Shared Parking Analyses are well documented in the Shared Parking publication by the Urban Land Institute (ULI). Shared parking calculations for the Country Hills Towne Center utilize peak parking ratios and hourly parking accumulations developed from field studies of single developments in free-standing settings, where travel by private auto is maximized. These characteristics permit the means for calculating peak parking needs when land use types are combined. Further, the shared parking approach will result, at other than peak parking demand times, in an excess amount of spaces that will service the overall needs of the Country Hills Towne Center. 13.2.2 Shared Parking Analysis Procedure The proposed Shared Parking calculation procedure for the Country Hills Towne Center is as follows: 1. Identify the land uses and quantities (floor area, theater seats, restaurant square -footage etc.), within the Country Hills Towne Center to be utilized in the Shared Parking model. 2. Determine the peak -parking requirement for each land use component based on factors from the City's Parking Code. 3. If necessary, adjust parking demand component for seasonal variation (i.e. different use peak at during different months of the year). LINSCOTT, Law & GREENSPAN, engineers 38 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N. `i,i I ]M2336 R1,1¢-2536 Final Comniy Hill, T num I' ,a,, TI.\ 4. Adjust for any parking supply component that will be unavailable for sharing. Examples are spaces that will be exclusively dedicated and/or accessible by only one use type. 5. Determine the total demand for the site, by time of day, based on the summation of the demand profiles developed by the Urban Land Institute (ULI) and published in Shared Parking. Isolate the maximum demand level between 6:00 AM and Midnight. This maximum demand level is the minimum standard for sizing (in terms of spaces) the parking supply for that study area. 13.2.3 Shared Parking Analysis Results Tables 13-2 and 13-3 present the weekday and weekend parking demand for the Country Hills Towne Center, respectively. Columns (1) through (5) of these tables present the parking accumulation characteristics and parking demand of the Country Hills Towne Center project for the hours of 6:00 AM to midnight. Column (6) presents the expected joint -use parking demand for the entire site on an hourly basis, while Column (7) summarizes the hourly parking surplus/deficiency for the proposed project compared to a parking supply of 1,003 spaces. Note that the sizing (floor area or number of seats) of each component, and recommended parking ratios are included in the tabular headings of each type. Based on our experience, the shared parking approach summarized in Tables 13-2 and 13-3 are believed to be the most appropriate in evaluating the parking supply -demand relationships for the Country Hills Towne Center. The results in these tables are the focus of this parking investigation and recommendations. As shown in Table 13-2, the peak midday use parking requirement for the proposed project during a weekday totals 1,002 spaces and occurs at 1:00 PM. The peak evening parking demand during a weekday, which occurs at 7:00 PM, totals 945 spaces. Based on the proposed parking supply of 1,003 spaces, a surplus of 1 space would result during the peak hour of a "typical' weekday. Table 13-3 presents the hourly shared parking demand forecast on a weekend day at completion of the project. As shown, the peak weekend midday use parking demand for the project is expected to occur at 2:00 PM, when a parking demand of 673 spaces is forecast. The peak weekend night use parking demand, which occurs at 8:00 PM, is 844 spaces. With a proposed parking supply of 1,003 spaces, a surplus of 159 spaces is forecast during the peak hour of a "typical' weekend. LlNscm. LAW & GREENSPAN, engineers 39 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar W:>W]?iiJ.5l6 Rgwm2i,6 Final ('uunov Hill, Tonne Comer TIA ]--].52005.dne i N a 0 a W 0 N z _C') Lu d J O``0 w r S LU U) 7 O w X 'a C3 Y w w u � � d i v �D ♦O M b �O Vt o0 N y 4 O O o 0 0 0 O O O O O O O O O O O O O o a o 0 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 O N Er N > G V] t;y Q uy, W o C v 0 Qt Ori T n V N n M M O O CA Q w oav V C U% V o0 N oo ao 0 �O N O O O N �O O 0 o a zap' o0o pOp 7 -,tV 'n r o0 0o m r v, �k L=vw, 0 0 0 0 0 o o G O Q pp ti p C m o O .ryr vim, n ti h h T .fir m O� D\ a M 'Z,� P! .-• N 7 M H1 Q '7 VI C P. r Go 04 w b° Ow 0 Z RCL '"' M 7 vi VI d' 'V' et d' b h p V p~ y O x U d m o O O o 0 0 O D a o O o O O O Q' O L QI 8 M O M M o 0 0 0 r M r r M o 0 o O o 0 N a 3 R W N O C W y Mme. u _ O w O R�.-. 0' o c � P1 oGj °��o 0 P1 P. P. P. P� P. W W M1i a 0 A i �g G a Zc G W C7 M Z co ¢ L in W H a_ S W co W X_ O W Y W W N u 'y O CrrnQ � W ppC,,' p`� io M M M M M M M M M M M M M M M M M M M 0 4 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a � C rA 0, d p H W � •i N p.i GO r. �yQo (w/1 W .o Cl a ma, oq w p d 0 }' 'O C EnO W 3 0O O L N N ul b o0 w 0 0 M M V l h o p zap, a PC W o w oo�noo�nv,o 00 O C u .y It C y w zCL N Ul h h 7 M g 0 Go 0 W Y b v W m ON C m U f�1 Wl 1!1 W e�0000�00000000=000 L a G W O N M �D 00 O O V1 Vt vi vi O O " M Vi 44 O Q d (sc O C u o zpa44i N O O O O p W N � � O O O O O O D O O O q 0 CL 404E O M ti M M M M O O O O _ OD p C `a3 y W � Wrn d oa a �P: a" q " W rn 013.aw4a.waawwa0 z F4 'moo H W o 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 o a V] QI WCy 14.0 SUMMARY OF FINDINGS AND CONCLUSIONS • Project Description —Country Hills Towne Center is an existing mixed-use center with approximately 169,777 square -feet (SF) of retail/commercial/entertainment floor area. The existing retail center is located west of Diamond Bar Boulevard, between Cold Springs Lane and Fountain Springs Road in the City of Diamond Bar, California. As of January 2004, the occupied development at Country Hills Towne Center consists of approximately 114,795 SF of GLA (68% occupied), consisting of 83,856 SF of retail/commercial space, a 23,574 SF theatre and 7,365 SF day care center. The vacant floor area totaled 54,982 SF of GLA (32% vacant). The proposed expansion project includes the construction of a four-story, 49,100 SF medical office building, a new two-story 12,408 SF restaurant/office building, and demolition of a 7,365 SF day care center and 10,034 SF retail building. At completion of the proposed project, the Country Hills Towne Center will have an overall floor area of 221,083 SF and 1,003 parking spaces, with approximately 4,000 SF of outdoor dining area. • Study Scope — The following intersections were selected for detailed peak hour level of service analyses under Existing (Year 2003) Traffic Conditions, Year 2006 Cumulative Traffic Conditions without and with Project Traffic, and Year 2016 Cumulative Traffic Conditions without and with Project Traffic: 1. Brea Canyon Road (West) at Pathfinder Road 2. SR -57 SB Ramps at Pathfinder Road (CMP intersection) 3. SR -57 NB Ramps at Pathfinder Road (CMP intersection) 4. Brea Canyon Road (East) -Fern Hollow Drive at Pathfinder Road 5. Diamond Bar Boulevard at Pathfinder Road 6. Diamond Bar Boulevard at Shadow Canyon Drive 7. Diamond Bar Boulevard at Fountain Springs Road 8. Diamond Bar Boulevard at Sugarpine Place 9. Diamond Bar Boulevard at Cold Springs Lane 10. Brea Canyon Road at Diamond Bar Boulevard The analysis is focused on assessing potential traffic impacts during the morning and evening commute peak hours (between 7:00-9:00 AM, and 4:00-6:00 PM) on a typical weekday. • Level of Service (LOS) Standards and Significant Impact Criteria - Impacts to local and regional transportation systems are considered significant if: ➢ An undesirable peak hour Level of Service (LOS) (i.e. LOS E or F) at any of the key intersections is projected. The City of Diamond Bar considers LOS D (ICU = 0.801 - 0.900) to be the minimum desirable LOS for all intersections; and D The project increases traffic demand at the key signalized study intersection by 2% of capacity (ICU increase >_ 0.020), causing or worsening LOS E or F (ICU > 0.901). LINSCOTr, LAW & GREENSPAN, engineers 42 LLG RCE 2-042536 Country Hills Towne Center Expansion, Diamond Bar F' 'ii0^_OJ_i}b Arywrt _`i}o Final ('mm�o Hill: Tm+ue (Irma' TI \' -20(5 dnc e Existing Traffic Conditions — Three of the 10 key study intersections currently operate at an adverse service level during the AM and/or PM peak hour based on the City's LOS standards. This intersection is are reported below: Key Intersection AM Peak Hour PM Peak Hour 1. Brea Canyon Road (W)/Pathfinder Rd -- LOS E Brea Canyon (E) -Fern Hollow/ 4' Pathfinder Rd LOS E 10. Brea Canyon Rd/Diamond Bar Blvd LOS E The remaining seven key study intersections currentlyoperate at LOS D or better during the AM and PM commuter peak hours. • Project Trip Generation - The Country Hills Towne Center Expansion project, when compared to the trip generation potential of exiting occupied floor area at the center, is expected to generate an additional 3,275 daily trips, with 99 more trips produced in the AM peak hour and 262 more trips produced in the PM peak hour on a "typical" weekday. • Year 2006 Cumulative Traffic Conditions — An analysis of future (Year 2006) background traffic conditions indicates that cumulative traffic will impact the following four intersections. Key Intersection AM Peak Hour PM Peak Hour 1. Brea Canyon Road (W)/Pathfinder Rd LOS E 4. Brea Canyon (E) -Fern Hollow/Pathfinder LOS E 5. Diamond Bar Blvd/Pathfinder Rd LOS E 10. Brea Canyon Rd/Diamond Bar Blvd LOS E LOS E The remaining six key study intersections are expected to continue to operate at adequate service levels (LOS D or better) during the weekday AM and PM peak commute hours. • Year 2006 Cumulative Traffic Conditions Plus Project — The results of the traffic analysis indicates that the project traffic will not significantly impact any of the 10 study intersections when compared to the City's LOS standards and significant impact criteria defined in this report. • Year 2016 Cumulative Traffic Conditions — Five of the 10 study intersections are projected to operate poorly under Year 2016 cumulative traffic conditions. These intersections, reported below, are forecast to operate at a poor LOS during the peak hour indicated. Key hiterseetion AM Peak Hour PM Peak Hour 1. Brea Canyon Rd (W)/Pathfinder Rd LOS F Brea Canyon Rd (E)/Fern Hollow - 4' LOS E Pathfinder Rd 5. Diamond Bar Blvd/Pathfinder Rd LOS F LOS F 9. Diamond Bar Blvd/Cold Spring Lane LOS E ' 10. Brea Canyon Rd/Diamond Bar Blvd LOS F LOS F LINscoTr, LAW& GREENSPAN, engineers 43 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N Ii00.10A'9,ua`Rcwm`2,?h Find('aunt,. Hil is T.,,.c('cnur TIA;"3.200ide The remaining five key study intersections are forecast to operate at LOS D or better during the commuter peak hours. • Year 2016 Cumulative Traffic Conditions Plus Project — The results of the traffic analysis indicates that project traffic will contribute to the degradation of the following five intersections forecast to operate at a poor LOS in the Year 2016, but only significantly impact one, Diamond Bar Boulevard at Cold Springs Lane. Key Intersection 1. Brea Canyon Rd (W)/Pathfinder Rd 4 Brea Canyon Rd (E)/Fem Hollow - Pathfinder Rd 5. Diamond Bar Blvd/Pathfinder Rd 9. Diamond Bar Blvd/Cold Spring Lane 10. Brea Canyon Rd/Diamond Bar Blvd AM Peak Hour PM Peak Hour LOS F LOS E LOS F LOS F LOS E LOS F LOS F However, the implementation of recommended cumulative improvements at the five impacted intersections will ensure acceptable service levels are achieved. • Project Fair -Share Contribution: Per the City of Diamond Bar requirements, the Country Hills Towne Center Expansion project can be expected to pay a proportional "fair -share" of the improvement costs of these intersections to offset its long-term cumulative traffic impacts. The project's "fair -share" contribution towards the costs to construction of improvements recommended at the five intersections listed below totals $79,593.79. Key Intersection 1. Brea Canyon Rd (W)/Pathfinder Rd 4 Brea Canyon Rd (E)/Fern Hollow - Pathfinder Rd 5. Diamond Bar Blvd/Pathfinder Rd 9. Diamond Bar Blvd/Cold Spring Lane 10. Brea Canyon R/Diamond Bar Blvd Totals • CMP Compliance Assessment: No significant transportation impacts are expected to occur on the Los Angeles County Congestion Management Program roadway network due to the development and full occupancy of the proposed expansion project. Lwscou, LAW & GREENSPAN. engineers 44 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar h:CSi(n •0a]i3ti Acpn,(2536 Final ('mmILq Hill, To.vnc ('enrer TIA „23-1005,dt2 Project Fair - Cost of Share Improvement Contribution $258,875.00 $6,471.88 $37,500.00 $3,225.00 $520,813.00 $33,332.03 $18,750.00 $2,625.00 $640.375.00 $33.939.88 $1,476,313.00 $79,593.79 • CMP Compliance Assessment: No significant transportation impacts are expected to occur on the Los Angeles County Congestion Management Program roadway network due to the development and full occupancy of the proposed expansion project. Lwscou, LAW & GREENSPAN. engineers 44 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar h:CSi(n •0a]i3ti Acpn,(2536 Final ('mmILq Hill, To.vnc ('enrer TIA „23-1005,dt2 • City Code Parking Requirements — The required number of parking spaces for the Country Hills Towne Center after completion of the proposed expansion plan, based on City parking code, total 1,219 spaces. With a proposed parking supply of 1,003 parking spaces, the Country Hills Towne Center project does not meet the parking code requirement of 1,219 spaces resulting in a total theoretical parking deficiency of 216 spaces. Shared Parking Analysis Results — The results of the shared parking analysis, which is based on the ULI Shared Parking methodology, validate that the proposed parking supply will provide adequate parking at the Country Hills Towne Center during the peak hours of a "typical" weekday and weekend day. During the weekday peak hour, a peak -parking requirement of 1,002 parking spaces is projected; the peak -parking requirement during the weekend peak hour totals 844 parking spaces. With a planned parking supply of 1,002 parking spaces, a surplus of 1 parking space and 159 parking spaces is projected at the project site during the weekday and weekend peak hour, respectively. LINSCorr, LAw $ GREENSPAN, engineers 45 LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar No2,(O 204.536 Re mic2536 Final Comnp Hies Tu.am (',.M, TI 1' _: Yrn' &e Appendix A EXISTING TRAFFIC COUNT DATA UNSCOTT, Law $ GREENSPAN, engineers LLG Ref. 2-04-2536 Country Hills Tov a Center Expansion, Diamond Bar Nr (NY:39)42535UtzpurrC536 Proal CIuMY Bills Townc CcmT TIA 7-3.53ep5 d;,,� 0 0 TMC SUMMARY OF Brea Canyon Rd. I Pathfinder Rd. (w/o SR -571 Project N: 03-0162-040 APPROACH LANES MINIM M -J TOTAL AM Mo PM AM MD PM TOTAL TSS l758 1 231 1 86 1 438 690 238 850 L105!;A 318 230 507 469 246 461 1176 -E- 1 01 0 1 0 1 0 0 0 A-1 LOCATION 9: 001 TURNING MOVEMENT COUNT WMA 0 SR -S7) (Intersection Name) Day Date co'!PERIODS� 6:30 AM = 9:00 AM I ROon 3:00 PM 7:00 PM Par 12.00 PM 31.00 PM I AM PEAK HOUR 645 AM NOON PEAK HOUR too PM PM PEAK HOUR 5 i PM ON H -HH - A-1 LOCATION 9: 001 TURNING MOVEMENT COUNT WMA 0 SR -S7) (Intersection Name) Day Date co'!PERIODS� 6:30 AM = 9:00 AM I ROon 3:00 PM 7:00 PM Par 12.00 PM 31.00 PM I AM PEAK HOUR 645 AM NOON PEAK HOUR too PM PM PEAK HOUR 5 i PM G TAWSUMMARYOFSR-57 NO ramos / Pathfinder Rd. Project #: 03-0162-044 APPROACH t-ANES -T TOTAL Am MD PH AM MD PH TOTAL 901 337 646 188=4 0 0 Fly LOCATION #: 001 TURNING MOVEMENT COUNT (IntersecUon la�me)� e OW p; Day Date APPROACH LANES am 6�000 30 AM 0 M noon a , 3 Pm 720 AM 12,00 P AM PEAK HOUR 730 AM NOON PEAK HOUR 100 PM PH PEAK HOUR sis Pm A-3 0 m TMC SUMMARY OF Diamond Bar Blvd. / Pathrinder Rd. Project #: 03-0161-001 AM mr) PM AM ME) PM TOTAL 619 496 764 34 0 8 42 22 11 4 29 8 21 232 109 l90 �1 18 4 4 1 26-1 w 0v M- P I U APPROACH LANES A-5 LOCATION 9: 001 TURNING MOVEMENT COUNT WWI (Intersection Name) zn.w, Day Date COUNT PER10o5 Eam 600 1 0 8M mwn -3130 M 6:30 p- t:30 PH 320 PH AM PEAK HOUR APPROACH LANES 130 PM PM PEAK HOUR 530 PM WL. AM mr) PM AM ME) PM TOTAL 619 496 764 34 0 8 42 22 11 4 29 8 21 232 109 l90 �1 18 4 4 1 26-1 w 0v M- P I U APPROACH LANES A-5 LOCATION 9: 001 TURNING MOVEMENT COUNT WWI (Intersection Name) zn.w, Day Date COUNT PER10o5 Eam 600 1 0 8M mwn -3130 M 6:30 p- t:30 PH 320 PH AM PEAK HOUR 645 AM NOON PEAK HOUR 130 PM PM PEAK HOUR 530 PM m TMCSUMMARYOFDiamond Bar Blvd / Fountain Sorinas Rd Project #: 04-1185-002 APPROACH LANES AM yW TOTAL AM MD PM MD PM TOTAL Z 181 67 0 114 0 00 0 x Owl 0 0 0 0 0 0 0 0 Oo 77 51 0 26 ==4 0 0 0 0 $ a APPROACH LANES A.7 AM PEAK HOUR 715 AM NOON PEAK HOUR PM PEAK HOUR 500 PM I EQ TMC SUMMARY OF Diamond Bar Blvd. / Cold Spring Ln. Project #: 03-0162-013 APPROACH LAN 5 ow g tag uh OTAL AM MD PM AM MD PM TOTAL s 96 31 31 34 143 41 72 2556 116 56 1 15 45 140 1369= F 744 �O3 7 125 APPROACH LANES A-9 LOCATION ff: 001 TURNING MOVEMENT COUNT (Intersection Name) Day Date COUNT PERIODS am 6:30 AM 9:00 AM noun 3'00 114 7:00 PM m 12:00 PM 3:00 PM AM PEAK HOUR 700 AM NOON PEAK HOUR 1200 PM PH PEAK HOUR 430 PM v A nD S z Z 9 TMC SUMMARY OFRetaii Proiect Dwv / Fountain Sarin11s Rd Project #: 04-1185-001 APPROACH LANES - - �,�€raunwrnssnnntc�Rn AM MD PM TOTAL y� TOTAL AM MD PM Z fflIS30 0 0 0 L71347 5 fl22572 C� 276 0 61 �, 7 0 a LOCATION #: 001 f o 0 0 TURNING MOVEMENT COUNT 4 .moi O N kk.. 1� �anfa: Ra (Intersection Name) Day Date APPROACH LANES COUNT PERIODS am 7:00 AM 900 AM noon 4:00 PM - 6:00 PM m 4:00 PM 6:00 PM A.11 AM PEAK HOUR 800 AM NOON PEAK HOUR 0 PM PEAK HOUR Soo PM Appendix B INTERSECTION CAPACITY UTILIZATION (ICU) / LEVEL OF SERVICE (LOS) CALCULATION WORKSHEETS LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-04-2536 Country Hills Tovme Center Expansion, Diamond Bar h'25UT:?Un2536UteCort4536 Final C.oun::y Hills To,w m Coma TIA' 35-2W Jnr YEAR 2006 HORIZON LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N', 501Y,2042536%,,mti2536 P1i1LI C,,wvY MAN TO1FlW CCI, Y IIA s-25-205 doe i u 0 K o$ q 9 mo omvgi N N q O qs 0'O' e� 2� � rcU zN � vm O W Z V y+ 3 U j 6Nq V DU Iry w� c 000 Nps- �m0 Oryx O O O m6UZ RN O UU'O yYii ii NOQ U., b3'ov - !- .-C zwa`u o$ coin mo omvgi 00 a 0'O' 00'C OOO' Opo G O o 0 o O O O o O O o N Iry 000 Nps- �m0 Oryx O O O o o O A P N t+l V A 000 NO' Oqy ... 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O O Ovp ymo mN o00 �oN t 2 r j 2a e aaa .G J€W as zzz _yyw www 333 eQl o■ Q 0 r m r eU A � o m r ro O Q eQl o■ Q 0 r pp0 pp0 Opp Opo ON mN • 1•ym • 0100 O� oVn1 00 OO Or• '• Oo 00 000 ppO o00 000 O 0000 00 ANO •-NO •-�O ��O ANO •-NO •-r-O •-ems - pp0 pp0 Opp Opo ON mN • 1•ym • 0100 .O ON OO Or• '• Oo 00' 00 0'O l.i. 0000 O 0000 00 m2 m� mm .pom ANO •-NO •-r-O •-ems - NnN OaN ��V t7 •-O N N ` v2rn �2m m2m K Jf h" JI -K JF 4' as z wow aww 333 )§] ; [§. §\. )/• \ Z~ !\\� a B 9§ a■ bB \ )§] ; [§. §\. )/• \ ae 9§ a■ bB \ 9§ 92§9\ ;!& _!! !/! e�- p - ; .� Appendix C PROJECT TRIP GENERATION AND DISTRIBUTION INFORMATION LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar N'2>UU;?0e1535Vte{wriCS)fi Pinta Cmmtrylens t'aw;w Ccnror TIA'25-2(05 da TABLE C-1 PROJECT TRAFFIC FORECAST (ENTITLED VS. PROpoSFnl Source: Internal Capture rates were estimated based on the methodology outlines in Chapter 7 — Multi -Use Development of Trip Generation Handbook, published by ITE, October 1998. Pass -By Trips are trips made as intermediate stops on the way from an origin to a primary hip destination. Pass -by trips are attracted from traffic passing the site on adjacent streets, which contain direct access to the generator. The PM peak hour pass -by percentage (T) for retail shopping center uses is calculated based on the following equation: LN (T) = -0.291 LN (X) + 5.001, where X = gross leasable area (Source: Trip Generation Handbook, ITE October 1998). For a day care center, a 40% PM peak hour pass -by reduction factor was used (Source: SANDAG Traffic Generators). AM peak hour and daily pass -by percentages estimated to be 10% for above referenced land uses. LINSCOtT, LAW& GREENSPAN, engineers LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar G- � N 3itfi_`OJ]$!S Ryxm tan Fina(ounu. Hill: Tmmre Ccnur ild -3_ !i Jo: Daily AM Peak Hour PM Peak Hour Project Description 2 -Way In Out Total In Out Total Existine Entitled Retail Center • Country Hills Towne Center (138,838 SF) 8,406 116 74 190 373 404 777 Internal Capture Adjustmentls -618 0 0 0 -26 -25 -51 Subtotal Pass -By Adjustment 16 Retail Center Net Trip Generation • La Petite Academy Day Care (7,365 SF) 7,788 -779 7,009 584 116 -12 104 50 74 -7 67 44 190 -19 171 94 347 -121 226 46 379 -133 246 51 726 -254 472 97 Internal Capture Adjustments -108 0 0 0 -12 -7 -19 Subtotal Pass -By Adjustment 6 Day Care Net Trip Generation • Globe Theatres (23,574 SF, 8 Screens) 476 48 428 1,760 50 -5 45 3 44 4 40 3 94 -9 85 6 34 -14 20 65 44 -18 26 97 78 -32 46 162 Internal Capture Adjustment' Movie Theatre Net Trip Generation Net "Entitled" Trip Generation -510 1,250 8,687 0 3 152 0 3 110 0 6 262 -13 52 298 -19 78 350 -32 130 648 Proposed Redevelopment Plan • Country Hills Towne Center (171,983 SF) Internal Capture Adjustment' 9,661 -326 132 0 85 0 217 0 430 -9 466 -14 896 -23 Subtotal Pass -By Adjustment' Retail Center Net Trip Generation 9,335 -934 8,401 132 -13 119 85 -9 76 217 -22 195 421 -139 282 452 -149 303 873 -288 585 • Proposed Medical Office Building (49,100 SF)) 1,774 96 26 122 49 134 183 Internal Capture Adjustments Medical Office Net Trip Generation Net Trip Generation Potential for -326 1,448 0 96 0 26 0 122 -14 35 -9 125 -23 160 Proposed Project: 9,849 215 102 317 317 428 745 Net Difference in Trip Generation: Proposed vs. Entitled 1,162 63 -8 55 19 78 97 Source: Internal Capture rates were estimated based on the methodology outlines in Chapter 7 — Multi -Use Development of Trip Generation Handbook, published by ITE, October 1998. Pass -By Trips are trips made as intermediate stops on the way from an origin to a primary hip destination. Pass -by trips are attracted from traffic passing the site on adjacent streets, which contain direct access to the generator. The PM peak hour pass -by percentage (T) for retail shopping center uses is calculated based on the following equation: LN (T) = -0.291 LN (X) + 5.001, where X = gross leasable area (Source: Trip Generation Handbook, ITE October 1998). For a day care center, a 40% PM peak hour pass -by reduction factor was used (Source: SANDAG Traffic Generators). AM peak hour and daily pass -by percentages estimated to be 10% for above referenced land uses. LINSCOtT, LAW& GREENSPAN, engineers LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar G- � N 3itfi_`OJ]$!S Ryxm tan Fina(ounu. Hill: Tmmre Ccnur ild -3_ !i Jo: COUNTRY HILLS TOWNE CENTER TRIP DISTRIBUTION CALCULATIONS/ESTIMATIONS Fountain Springs NBL NBR Cold Springs SBL SBR Sugar Pine EBL EBT EBR Fountain Springs NBL NBR Cold Springs SBL SBR Sugar Pine EBL EBT EBR Fountain Springs NBL NBR Cold Springs SBL SBR Sugar Pine EBL EBT EBR Out 17 12 18 18 11 2 26 104 Out 99 68 54 66 105 4 47 443 Out 1 116 6 73 AK HOUR In EBR 30 WBL 7 WBR 10 EBL 16 SBR 63 WBT 3 NBL 12 141 AK HOUR In EBR 61 WBL 24 WBR 80 EBL 41 SBR 99 WBT 1 NBL 76 382 le to be used In EBR 91 WBL 31 WBR 90 EBL 57 SBR 162 WBT 4 NBL 88 523 C-3 Total 47 19 28 34 74 5 38 245 Total 160 92 134 107 204 5 123 825 Total 207 111 162 141 278 10 161 1070 Distribution Appendix D INTERSECTION IMPROVEMENT COST ESTIMATES LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar A �25VOV V4253EV2epurP2i36 Pivul CnnnL+y Hills Torme Ce,rtur l]A't--?t 2_005 dor Y—I H 0 0 0 U N .y W o •;Ia r x.n < •.tl a -- v ° w v � a v � o a w � ld w m v o v 7 � yav wf z°a i �'�z fS L iu; UM MW R Fj � r � �Y R �If .4 Vk �L Y—I 0 O N a V H 0 0 0 U N .y W o a -- v ° w v � a v � o a w � ld w m v o v 7 � yav wf z°a 0 O N a V RM 0 0 a d N N 0 0 U b O N .a p 4+ o a � � II w d � 7 a a• w fl W o Ei v v o I� A fl II^ N U 4 a ao wa['�•'w7 za" 0 0 a IIs W j a E �i U d b d A 0 0 a 6 6 6 6 6 0 Vl N ?� a z 0 0 0 0 0 0 V3 Ff3 O O O 69 O l� r I a. 'U w � o II W o � v � o u w' p ° o w II p p II II d v .0 V3 69 69 d3 0 0 0 0 0 0 0 h 0 O O O O V1 O V) M O O O O M _ vis.a�e»usos9caMH3OO oo F N Ory d w w w w w d w w w Cl)aaaV,oww�, 4 Obr � u N O\ a\ Vl W o0 W D U ,R a � � � o v 3 v v� •� o C7 p w�,nUw u L) d an w .. d •� N ry N El d o 0 0 0 o a ti F _3 OOOU4 o U d b d A 0 0 a G 0 y d w O C I a. 'U w � o II W o � v � o u w' p ° o w II p p II II d v .0 Cp Appendix E HIGHWAY CAPACITY MANUAL (HCM) LEVEL OF SERVICE (LOS) CALCULATION WORKSHEETS LINSCOTL LAW & GREENSPAN, engineers LLG Ref. 2.04-2536 Country Hills Towne Center Expansion, Diamond Bar N125N':20E253R`dieryrn'C535 Pi,ml Cmmtmy I Iiiis So,ece Center Tl:\ 735-2005 don YEAR 2006 HORIZON LiNseorr, LAw & GREENSPAN, engineers LW Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar lh'.Rf.�W1t�i$iEl'i11Y1 COUTA?G Ili iIsl o%vnc. Chir TIA7-:54(105 dcly HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL(TWSC).ANALYSIS Analyst: KP Agency/Co.: LLG Engineers Date Performed: 4/11/2005 Analysis Time Period: AM Peak Hour Intersection: llam-ex Jurisdiction: City of Diamond Bar Units: U. S. Customary Analysis Year: 2004 Project ID: Existing Traffic Conditions East/West Street: Fountain Springs Road North/South Street: Project Driveway/Rising Star Intersection Orientation: EW Study period (hrs): Vehicle Volumes and Adjustments Major Street -Movements 1 2 3 4 5 6 L T R L T R 0.25 Worksheet 10 -Delay, Queue Length, and Level of Service Movement 1 4 7 8 9 10 11 12 Lane Config LT LR v tvpn C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS 7 29 1394 645 0.01 0.04 Volume 0.14 153 30 7 276 Peak -Hour Factor, PHF 10.8 0.95 0.95 0.95 0.95 Peak -15 Minute Volume 40 - 8 2 73 Hourly Flow Rate, HFR 161 31 7 290 Percent Heavy Vehicles -- -- 0 Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R Volume 17 12 Peak Hour Factor, PHF 0.95 0.95 Peak -15 Minute Volume 4 3 Hourly Flow Rate, HFR 17 12 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared -Approach: Exists?/Storage No RT Channelized? Lanes 0 0 Configuration LR Worksheet 10 -Delay, Queue Length, and Level of Service Movement 1 4 7 8 9 10 11 12 Lane Config LT LR v tvpn C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS 7 29 1394 645 0.01 0.04 0.02 0.14 7.6 10.8 A B 10.8 B ISS V : GA s �.� � L. E-1 HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: REB 16 31 Agency/Co.: LLG Engineers 1368 619 Date Performed: 7/20/2005 0.01 0.05 Analysis Time Period: AM Peak Hour 0.04 0.16 Intersection: llam-tot 7.7 11.1 Jurisdiction: City of Diamond Bar A B Units: U. S. Customary 11.1 Analysis Year: 2006 B Project ID: 2006 Traffic Conditions with Project OL <9 Los /� East/West Street: Fountain Springs Road North/South Street: Project Driveway/Rising Star Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R Volume 158 46 16 283 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Peak -15 Minute Volume 42 12 4 74 Hourly Flow Rate, HFR 166 48 16 297 Percent Heavy Vehicles -- -- 0 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 -Configuration TR LT Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R Volume 18 13 Peak Hour Factor, PHF - 0.95 0.95 Peak -15 Minute Volume 5 3 Hourly Flow Rate, HFR 18 13 Percent Heavy Vehicles 0 0 Percent Grade M 0 0 Flared Approach: Exists?/Storage No RT Channelized? Lanes 0 0 Configuration LR Worksheet 10 -Delay, Queue Length, and Level of Service Movement 1 4 7 8 9 10 11 12 Lane Config LT LR v (vph) 16 31 C(m) (vph) 1368 619 v/c 0.01 0.05 95% queue length 0.04 0.16 Control Delay 7.7 11.1 LOS A B Approach Delay 11.1 Approach LOS B -T/,S a)e cLV = OL <9 Los /� ECS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: REB Agency/Co.: LLG Engineers Date Performed: 7/20/2005 Analysis Time Period: PM Peak Hour Intersection: llpm-cum Jurisdiction: City of Diamond Bar Units: U. S. Customary Analysis Year: 2006 Project ID: 2006 Traffic Conditions with Background East/West Street: Fountain Springs Road North/South Street: Project Driveway/Rising Star Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R vuiume 77 61 24 76 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Peak -15 Minute Volume 20 16 6 20 Hourly Flow Rate, HFR 81 64 25 80 Percent Heavy Vehicles -- __ 0 Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No ni llur street movements 7 8 9 L T R 10 11 12 L T R volume 99 68 Peak Hour Factor, PHF 0.95 0.95 Peak -15 Minute Volume 26 18 Hourly Flow Rate, HFR 104 71 Percent Heavy Vehicles 0 0 Percent Grade (°s) 0 0 Flared Approach: Exists?/Storage No RT Channelized? Lanes 0 0 Configuration LR Worksheet 10 -Delay, Queue Length, and Level Of Service movement 1 4 7 8 9 10 11 12 Lane Config LT LR V (vph) 25 175 C(m) (vph) 1450 809 v/c 0.02 0.22 95% queue length 0.05 0.82 Control Delay 7.5 10.7 LOS A B Approach Delay 10.7 Approach LOS - B i r HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: KP Agency/Co.: LLG Engineers Date Performed: 4/11/2005 Analysis Time Period: AM Peak Hour Intersection: 12am-ex Jurisdiction: City of Diamond Bar Units: U. S. Customary Analysis Year: 2004 - Project ID: Existing Traffic Conditions East/West Street: Cold Spring Lane North/South Street: Project Driveway/Rising Star Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R Volume 16 104 Lane Config 169 10 Peak -Hour Factor, PHF 0.95 0.95 16 0.95 0.95 Peak -15 Minute Volume 4 27 0.01 44 3 Hourly Flow Rate, HFR 16 109 7.6 177 10 Percent Heavy Vehicles 0 -- -- -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R Volume 18 18 Peak Hour Factor, PHF 0.95 0.95 Peak -15 Minute Volume 5 5 Hourly Flow Rate, HFR 18 18 Percent Heavy Vehicles 0 0 Percent Grade (o) 0 0 Flared Approach: Exists?/Storage / No / RT Channelized? Lanes 0 0 Configuration LR Worksheet 10 -Delay, Queue Length, and Level of Service z Movement 1 4 7 8 9 10 11 12 Lane Config LT LR v (vph) 16 36 C(m) (vph) 1399 754 v/c 0.01 0.05 95% queue length 0.03 0.15 Control Delay 7.6 10.0+ ` LOS A B Approach Delay 10.0+ Approach LOS B . _ � S O ..� ..,� s 1.3 ♦ s__ � `o S R HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: REB C(m) (vph) 1377 Agency/Co.:- LLG Engineers 951 queue length 0.06 Date Performed: 7/20/2005 LOS A Analysis Time Period: AM Peak Hour Approach LOS Intersection: 12am-tot Jurisdiction: City Of Diamond Bar Units: U. S. Customary Analysis Year: 2006 Project ID: 2006 Traffic Conditions with Project East/West Street: Cold Spring Lane North/South Street: Project Driveway/Rising Star Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R Volume 27 109 174 22 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Peak -15 Minute Volume 7 29 46 6 Hourly Flow Rate, HFR 28 114 183 23 Percent Heavy Vehicles 0 Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 19 19 Peak Hour Factor, PHF 0.95 0.95 Peak -15 Minute Volume 5 5 Hourly Flow Rate, HFR 20 20 Percent Heavy Vehicles 0 0 Percent Grade (%-) 0 0 Flared Approach: Exists?/Storage / No / RT Channelized? Lanes 0 0 Configuration LR Worksheet 10 -Delay, Queue Length, and Level of Service Movement 1 4 7 8 Lane Config LT v (vph) 28 C(m) (vph) 1377 v/c 0.02 951 queue length 0.06 Control Delay 7.7 LOS A Approach Delay Approach LOS 9 10 11 12 LR 40 722 0.06 0.18 10.3 B 10.3 B HCS2000: Unsignalized Intersections Release 4.1d 0.95 TWO-WAY STOP CONTROL(TWSC) ANALYSIS 14 Hourly Flow Rate, HFR Analyst: REB 0 Agency/Co.: LLG Engineers Flared Approach: Exists?/Storage Date Performed: 7/20/2005 LOS ` Analysis Time Period: PM Peak Hour Configuration Intersection: 12pm-cum Jurisdiction: City of Diamond Bar f Units: U. S. Customary Analysis Year: 2006 Project ID: 2006 Traffic Conditions with Background ,.., `+ East/West Street: Cold Spring Lane North/South Street: Project Driveway/Rising Star Intersection Orientation: EW Study period (hrs): 0.25 4 Vehicle Volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R Volume 41 89 70 80 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Peak -15 Minute Volume li 23 18 21 Hourly Flow Rate, HFR 43 93 73 84 Percent Heavy Vehicles 0 -- -- -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No - No Minor Street Movements 7 8 9 10 11 12 L T R L T R Volume 54 Peak Hour Factor, PHF 0.95 Peak -15 Minute Volume 14 Hourly Flow Rate, HFR 56 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / RT Channelized? LOS ' Lanes 0 Configuration LR i Worksheet 10 -Delay, Queue Length, and Level of Service Movement 1 4 7 Lane Config LT v (vph) 43 C(m) (vph) 1435 v/c 0.03 95% queue length 0.09 Control Delay 7.6 LOS A Approach Delay Approach LOS 8 9 10 J�S d ela y =- 3,(96 se ct,-al G.oS ,4 0 66 0.95 17 69 0 No / 11 LR 125 804 0.16 0.55 10.3 B 10.3 B 12 YEAR 2016 HORIZON LINSCOTT, Law & GREENSPAN, engineers LLG Ref. 2-04-2536 Country Hills Towne Center Expansion, Diamond Bar MWIM:042535ilt,,,' 535 Tlnul Connlrv]tilk To,vvc C'Ift, Tla'i5-205 d,r HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: REB Agency/Co.: LLG Engineers Date Performed: 7/20/2005 Analysis Time Period: AM Peak Hour Intersection: llam-cum Jurisdiction: City of Diamond Bar Units: U. S. Customary Analysis Year: 2016 Project ID: 2016 Traffic Conditions with Background East/West Street: Fountain Springs Road North/South Street: Project Driveway/Rising Star Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 155 33 7 307 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Peak -15 Minute Volume 41 9 2 81 Hourly Flow Rate, HFR 163 34 7 323 Percent Heavy Vehicles -- -_ 0 Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR IT _ Upstream Signal? - No No Minor Street Movements 7 8 9 10 11 12 L T R L T R Volume 17 12 Peak Hour Factor, PHF 0.95 0.95 Peak -15 Minute Volume 4 3 Hourly Flow Rate, HFR 17 12 Percent Heavy vehicles 0 0 Percent Grade (o) 0 0 Flared Approach: Exists?/Storage No RT Channelized? Lanes 0 0 Configuration LR Worksheet 10 -Delay, Queue Length, and Level of Service Movement 1 4 7 8 9 10 11 12 Lane Config IT LR v (vph) 7 29 C(m) (vph) 1388 623 v/c 0.01 0.05 95o queue length 0.02 0.15 Control. Delay 7.6 11.1 LOS A g Approach Delay 11.1 Approach LOS B ��s delay D, Cog sec�veh, /_Ds A �-13 . HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: REB Agency/Co.: LLG Engineers Date Performed: '7/20/2005 Analysis Time Period: PM Peak Hour Intersection: llpm-cum Jurisdiction: City of Diamond Bar Units: U, S. Customary Analysis Year: 2016 Project ID: 2016 Traffic Conditions with Background East/West Street: Fountain Springs Road North/South Street: Project Driveway/Rising Star Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R Volume 84 61 24 83 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Peak -15 Minute Volume 22 16 6 22 Hourly Flow Rate, HFR 88 64 25 87 Percent Heavy Vehicles __ 0 -- Median Type/Storage Undivided / RT Channelized? 0.02 0.22 0.05 Lanes 7.5 1 0 Configuration 10.8 0 1 Upstream Signal? No TR IT No Minor Street Movements 7 6 9 10 11 12 L T R L T R Volume 99 68 Peak Hour Factor, PHF 0.95 0.95 Peak -15 Minute Volume 26 18 Hourly Flow Rate, HFR 104 71 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 Flared Approach: Exists?/Storage 0 No RT Channelized? Lanes 0 0 Configuration LR Worksheet 10 -Delay, Queue Length, and Level of Service Movement 1 4 7 8 9 10 11 12 Lane Config LT LR v (vph) C (m) (vph) v/C 95k queue length Control Delay LOS Approach Delay Approach LOS 25 175 1441 797 0.02 0.22 0.05 0.84 7.5 10.8 A B 10.8 B T15 ae(cLy 73 S;eC11,1e ' GA54 G --l5 HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: REB Agency/Co.: LLG Engineers Date Performed: 7/20/2005 - Analysis Time Period: AM Peak Hour Intersection: 12am-cum - Jurisdiction: City of Diamond Bar Units: U. S. Customary Analysis Year: 2016 Project ID: 2016 Traffic Conditions with Background East/West Street: Cold Spring Lane North/South Street: Project Driveway/Rising Star Intersection orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 16118 190 10 Peak -Hour Factor, PHF 0.95 0.95 0.95 0'.95' - Peak -15 Minute Volume 4 31 50 3 Hourly Flow Rate, HFR 16 124 200 10 Percent Heavy vehicles 0 7.7 10.2 LOS Median Type/Storage Undivided / RT Channelized? Approach LOS - B Lanes - 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street Movements. 7 8 9 10 11 12 L T R L T R Volume 18 18 Peak Hour Factor, PHF 0.95 0.95 Peak -15 Minute Volume 5 5 Hourly Flow Rate, HFR 18 16 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 - 0 Flared Approach: Exists?/Storage / No / RT Channelized? Lanes 0 0 Configuration LR Worksheet 10 -Delay, Queue Length, and Level of Service Movement 1 4 7 8- 9 10 it 12 Lane Config LT LR v (vph) 16 36 C(m) (vph) 1373 724 V/c 0.01 0.05 95% queue length 0.04 0.16 Control Delay 7.7 10.2 LOS A B Approach Delay 10.2 Approach LOS - B T/5 �2ay x.27 S�c�v j� Los '4 HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: REB C(m) (vph) Agency/Co.: LLG Engineers 0.03 Date Performed: 7/20/2005 Control Delay Analysis Time Period: PM PeakHour A Intersection: 12pm-cum Approach LOS Jurisdiction: City of Diamond Bar Units: U. S. Customary Analysis Year: 2016 Project ID: 2016 Traffic Conditions with Background East/West Street: Cold Spring Lane North/South Street: Project Driveway/Rising Star Intersection Orientation: EW Study period (hrs): 0.25 Vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 41 96 76 80 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Peak -15 Minute Volume 11 25 20 21 Hourly Flow Rate, HFR 43 101 80 84 Percent Heavy Vehicles 0 Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 54 66 Peak Hour Factor, PHF 0.95 0.95 Peak -15 Minute Volume 14 17 Hourly Flow Rate, HFR 56 69 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / RT Channelized? Lanes 0 0 Configuration LR Worksheet 10 -Delay, queue Length, and Level of Service Movement 1 4 7 8 Lane Config LT V �vpn) 43 C(m) (vph) 1427 V/c 0.03 95% queue length 0.09 Control Delay 7.6 LOS A Approach Delay Approach LOS CPS A 9 10 11 12 LR 125 792 0.16 0.56 10.4 B 10.4 B L�5 �epa� = 3.76 sec�deti� COUNTRY HILLS TOWNE CENTER SCREENCHECK MITIGATED NEGATIVE DECLARATION Case No. DR2004-19 Zone Change No. 2001-01 Conditional Use Permit No. 2001-01 Variance No. 2004-02 Submitted to: City of Diamond Bar 21825 Copley Avenue Diamond Bar, CA 91765 (909) 839-7081 Contact: Nancy Fong Interim Community Development Director Prepared by BonTerra Consulting 320 N. Halstead Street, Suite 120 Pasadena, CA 91107 (626)351-2000 Contact: Thomas E. Smith, Jr., AICP Principal September 23, 2005 Country Hills Towne Center Screencheck Mitigated Negative Declaration TABLE OF CONTENTS Section page ExecutiveSummary ............................................................................................................ES-1 Section 1.0 Introduction....................................................................................................1-1 1.1 Purpose of the Initial Study.............................................................................. 1-1 1.2 Summary of Findings....................................................................................... 1-1 1.3 Project Approval.............................................................................................. 1-2 1.4 Organization of the Initial Study....................................................................... 1-2 Section 2.0 Project Location and Environmental Setting ............................................... 2-1 2.1 Project Location............................................................................................... 2-1 2.2 Environmental Setting...................................................................................... 2-1 2.3 Project Description........................................................................................... 2-1 2.4 Related Projects ................. ................. ..................... ...................... ............ :.... 2-8 Section 3.0 Environmental Checklist Form..................................................................... 3-1 3.1 Aesthetics ............................................... .......................... ............ ............ ...... .3-3 3.2 Agricultural Resources....................................................................................3-11 3.3 Air Quality ............................................. ..................... ................. .............. ...... 3-12 3.4 Biological Resources ............................................. ............ ....... ..................... .3-14 3.5 Cultural Resources ................................................ ......................................... 3-16 3.6 Geology and Soils...........................................................................................3-18 3.7 Hazards/Hazardous Materials .............. ......................... ............. ..................... 3-20 3.8 Hydrology and Water Quality ........................................ .................................. 3-23 3.9 Land Use and Planning ..................................................... ................ .............. 3-27 3.10 Mineral Resources..........................................................................................3-29 3.11 Noise .......................... ......................................... .............. ........................... ..3-30 3.12 Population and Housing ..................................................... ....... ...................... 3-32 3.13 Public Services...............................................................................................3-33 3.14 Recreation ... ..................... ................ ................................. ........................... ..3-34 3.15 Transportation/Traffic......................................................................................3-35 3.16 Utilities and Service Systems..........................................................................3-49 -3.17 Mandatory Findings of Significance................................................................ 3-51 Section 4.0 Report Preparers and Contributors.............................................................. 4-1 Section5.0 References..................................................................................................... 5-1 _ R:\PAS\ProjectslDBARW016\MND\Draft MND-fina1-092305.doc I t Country Hills Towne Center Screencheck Mitigated Negative Declaration TABLES Table Page MitigationTable.................................................................................................................... ES -1 2.3-1 Tentative Construction Schedule..................................................................................2-8 2.4-1 Related Projects for Cumulative Analysis ................................... .............. ............ ........ 2-8 3.3-1 Construction Emissions and SCAQMD Significance Thresholds................................3-12 3.3-2 Operational Emissions and SCAQMD Significance Thresholds ........................... ....... 3-13 3.7-1 Schools Within One Mile of Project Site.....................................................................3-22 3.15-1 Levels of Service During Existing Peak Hours............................................................3-38 3.15-2 Projected Trip Generation..........................................................................................3-39 3.15-3 Year 2006 Peak Hour Intersection Capacity...............................................................3-42 3.15-4 Year 2016 Peak Hour Intersection Capacity ..... .......................................................... 3-42 3.15-5 Intersections with Unacceptable LOS in Year 2006 ...... .............................................. 3-46 3.15-6 Intersections with Unacceptable LOS in Year 2016 ...... .............................................. 3-47 3.15-7 Recommended Improvements and Cost Estimates .......................... .......................... 3-47 3.15-8 Project Fair Share Contribution ........................................... ....................................... 3-48 Figure 2-1 2-2 2-3 2-4 2-5 3-1 3-2 3-3 3-4 3-5 3-6 3-7 3-8 3-9 3-10 3-11 LIST OF FIGURES or -7m RegionalLocation ......... ........................................................................................ ........ 2-2 LocalVicinity ... ............................. ............................... ................................... .............. 2-3 Existing Land Uses .................................................. Proposed Country Hills Towne Center Site Plan ..... Proposed Medical Office Building ............................ Location and Direction of Photographs .................... Location1............................................................... Location2............................................................... Location3............................................................... Location4............................................................... Location5............................................................... Study Area Intersections ......................................... AM Peak Traffic- Existing ........................................ PM Peak Hour -Existing ........................................... AM Peak Traffic - 2016 Conditions ........................... PM Peak Hour - 2016 Conditions ............................. APPENDICES Appendix A: Air Quality Analysis Appendix B: Traffic Impact Analysis Report ............2-4 ............2-5 R:1PAS1Projects\DBARWO16WND\Draft MND-final-092305.doc ii Table of Contents Country Hills Towne Center Screencheck Mitigated Negative Declaration EXECUTIVE SUMMARY This Executive Summary presents a tabular summary of the potential environmental effects of the Country Hills Towne Center project (project), Diamond Bar Case No. DR 2004-19 and the recommended mitigation program that would reduce potential impacts to levels less than significant. The reader is referred to the full text of this Initial Study/Mitigated Negative Declaration (IS/MND), as well as the technical appendices, for a description and analysis of the environmental effects of the project. In accordance with Chapter 22 of the City of Diamond Bar Development Code, the project applicant has requested the following approvals: • Zone Change No. 2004-01 Zone change from Neighborhood Commercial (C-1) to Community Commercial (C-2) district consistent with the General Plan Commercial designation. • Conditional Use Permit No. 2004-01 and Development Review 2004-19 Conditional Use Permit (CUP) and a Development Review for the renovation of the facade of the existing shopping center totaling 221,083 square feet. 4 Variance No. 2004-02 Development of the Medical/Professional office building on the southeastern portion of the project site would require a Variance due to the current height restrictions on the site of 35 feet. The proposed building would be three-story and would be approximately 40 feet in height. The summary provided in the Executive Summary Table shows that the proposed project would result in potentially significant impacts to the following topical issues: • Air Quality • Cultural Resources • Hazards/Hazardous Materials • Noise • Traffic/Transportation After implementation of the mitigation program, all potential impacts would be mitigated to a less than significant level. In addition to implementing mitigation measures, the impact analysis also considers Standard Conditions of Approval (SCs). SCs are based on local, state, or federal regulations or laws that are frequently required independent of CEQA review yet also serve to offset or prevent certain impacts. Because SCs are incorporated into the project, either in the project design or as part of project implementation, they do not constitute mitigation measures as defined by CEQA. For clarity, SCs are described within the mitigation program described in the Executive Summary Table below and within the analysis of each CEQA topic in Section 3.0 where applicable. R:WASTmjecls1DBARU0161MND1Drafl MND-final-092305.doc ES -1 Executive Summary z LL U, ° oU Q C jj C W.,LL' m m m �° 3 a'y' a 3 a'y - .d .a .d N m 01 E c E c c E c mENU£ m m E o0)L 0) m N EA°�iw m Q a)ENU -- E!E ,EN z z z E:E E:E E `m `m E E E E . W o '9 `m o m o 'J ; Co �- vU CO -°m m w vU -' •oU c m o -� c m p -- c " m o o E o wo o wo E o o E o o E o wo E E c o E E Em o o EA ° OE>NoE m m f> d of E> dmo OE> N o `mc wt oE Mp p oumo2o ,p@O Lu .,dam-o��a-o �,a•oZ �a•02 a -o2 U0 >,a�2 C) UD mfn U0 m Go mu) U0 m(n m(0 UC) mU) o C N O N N O m aI m.�. �w 0U C p -moo a)3 '0 > > o d U c > > m Um NO�. RE.ma cEE ° o-o°a -°�30._ Ew m yo Nw nm E�,c-.�coimE m U° a) y V> E m C_ C_ L m m@ U w 2w a0 o ma m w�aN `m 00) �� maxi °' m'v �p 0'o m mai E �° _� L aa� .0 ga�ina EEomE'c O U 3 C C N - - N N C S m U C 0 2 2. 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LUN mrnLoE DE y wdm U9Ma �. owl c mcmmoo Ewy = •- ° Zo « «co ..J°. ZO's CNNC0wNM N'0d C Q m ai 0) Z2U Z cmrno � 0 r U U) .ma m h L Country Hills Towne Center Screencheck Mitigated Negative Declaration SECTION 1.0 INTRODUCTION 1.1 PURPOSE OF THE INITIAL STUDY In accordance with the California Environmental Quality Act (CEQA) (Public Resources Code §21000 at seq.) and its Guidelines (California Code of Regulations §15000 at seq.), this Initial Study (IS) has been prepared as documentation for a Mitigated Negative Declaration (MND) for the proposed construction and redevelopment of the existing Country Hills Towne Center shopping center (project). This IS includes a description of the proposed project, location of the project site, evaluation of the potential environmental impacts, findings from the environmental review, and proposed mitigation measures to lessen or avoid impacts on the environment. Pursuant to Section 15367 of the State CEQA Guidelines, City of Diamond Bar (City) is the lead agency for the project. The lead agency is the public agency that has the principal responsibility for carrying out or approving a project. GWP, as the lead agency, shall have the authority for project approval and adoption of the accompanying environmental documentation. 1.2 SUMMARY OF FINDINGS Based on the environmental checklist form prepared for the project and supporting environmental analysis, the proposed project would have no impact or less than significant impacts in the following environmental impact areas: • Aesthetics • Agricultural Resources • Biological Resources • Geology/Soils • Hydrology/Water Quality • Land Use/Planning • Mineral Resources • Population and Housing • Public Services • Recreation • Utilities/Service Systems The proposed project has the potential to have significant impacts in the following areas, unless the recommended mitigation measures are incorporated into the project: • Air Quality • Cultural Resources • Hazards/Hazardous Materials • Noise • Traffic/Transportation According to the CEQA Guidelines, it is appropriate to prepare a MND for the proposed project because, after incorporation of the recommended mitigation measures, potentially significant R:\PA$\Projects\DBARU016%MND1Drafl MND-final-092305.doc 1-1 Section 1.0 Introduction Country Hills Towne Center Screencheck Mitigated Negative Declaration environmental impacts would be eliminated or reduced to a level considered less than significant. 1.3 PROJECT APPROVAL The IS and proposed MND have been submitted to potentially affected agencies. Notices of availability of the IS/MND for review and comment have been posted on the project site and at the Los Angeles County Clerk's Office. The IS/MND and associated technical reports are available for review at the Department of Community and Development Services at City Hall in the City of Diamond Bar. There will be a 20 -day public review period for the IS/MND, in accordance with Section 15073 of the CEQA Guidelines. In reviewing the IS/MND, the reviewer should focus on the sufficiency of the document in identifying and analyzing the potential impacts on the environment and ways in which the potentially significant effects of the project are avoided or mitigated through components of the project. Comments on the analysis contained herein may be sent to: Ms. Nancy Fong City of Diamond Bar 21825 Copley Drive Diamond Bar, CA 91765 Following receipt of and evaluation of comments from agencies, organizations, and/or individuals, the City will determine whether any substantial new environmental issues have been raised. If not, or if the new issues do not provide substantial evidence that the project will have a significant effect on the environment, the project and environmental documentation will be approved by the City of Diamond Bar Planning Commission and City Council. Action is anticipated in November 2005. 1.4 ORGANIZATION OF THE INITIAL STUDY The Initial Study is organized into the following sections Section 1— Introduction. This section provides an introduction to the IS/MND process and a brief overview of the results of the IS analysis. Section 2 — Project Location and Environmental Setting. This section provides a detailed description of the proposed project's physical and operational characteristics, the project location, the project objectives, and describes the existing environmental setting of the project area. Section 3 — Environmental Checklist Form. The completed CEQA checklist form provides an overview of the potential impacts that may or may not result from project implementation. The environmental checklist form also includes "mandatory findings of significance" required by CEQA. This section also contains the analysis of environmental impacts identified in the environmental checklist and identifies mitigation measures that have been recommended to eliminate potential significant effects or reduce them to a level that is considered less than significant. Section 4 — Report Preparers and Contributors. This section identifies those individuals responsible for preparing and contributing to the IS and proposed MND. Section 5 — References. This section identifies those references used in preparation of the IS. R:1PAS1ProlaclslDBAR1J0161MND\DraftMND-fnal-092305.dw 1-2 Section 1.0 Introduction Country Hills Towne Center Screencheck Mitigated Negative Declaration SECTION 2.0 PROJECT LOCATION AND ENVIRONMENTAL SETTING 2.1 PROJECT LOCATION The proposed project is located on the site of an existing retail/commercial/entertainment center, which is located west of Diamond Bar Boulevard, between Cold Springs Lane and Fountain Springs Road, in the City of Diamond Bar, Los Angeles County. Regional access to the project site is provided by the State Route 57 via the interchanges at Pathfinder Road and Diamond Bar Boulevard. Local access to the site is primarily provided by Diamond Bar Boulevard, which runs north -south along the eastern side of the project site, and Pathfinder Road and Brea Canyon Road, which provide access to Diamond Bar Boulevard from the west. Figure 2-1 and Figure 2-2 depict the regional location and local vicinity of the project site, respectively. 2.2 ENVIRONMENTAL SETTING The proposed project is located on the grounds of the existing Country Hills Towne Center shopping complex. The project site is zoned C-1, Restricted Business and the General Plan designation is C- General Commercial. Current land uses on the project site include several fast food establishments and restaurants, a movie theater, child care facility, dry cleaner, bank, drug store, and other miscellaneous uses. All parking is at -grade surface parking and all structures are one- or two-story. Neighborhoods of single-family residential homes border the project site on all sides. Figure 2-3 depicts the existing land uses on the project site. The project site is already fully -developed, with the exception of a small vacant graded lot on the northern side of the site. The project site consists of approximately 799,837 square feet of commercial space on 18.36 acres. Parking on the project site includes 1,036 regular stalls and 27 handicap stalls, for a total of 1,063 parking spaces. The main entrance into the shopping center is located off of Diamond Bar Boulevard, although access is available from Fountain Springs Road as well as Cold Springs Lane. All trees and vegetation on the project site are ornamental landscaping and there are no native habitat or wildlife populations on the project site. A channelized drainage facility is located behind the project site and separates the commercial land uses from the residential homes to the west. 2.3 PROJECT DESCRIPTION The proposed project involves the expansion and renovation of the existing Country Hills Towne Center. Figure 2-4 depicts the proposed land uses on the project site. The proposed project includes the construction of a three-story, 49,100 square foot (SF) medical/professional office building and a 12,408 SF two-story restaurant/office building. The Medical/Professional office building would require the demolition of two existing buildings with a combined floor area of 17,399 SF. Figure 2-5 presents a graphic depiction of the proposed Medical/Professional building. The restaurant/office building would be constructed on a currently graded and undeveloped portion of the property located on the northern side of the project site. R:1PAS1ProiedslOBARIJ016\MND\Draft MND-final-092305.doc 2-1 Section 2.0 Project Location and Environmental Setting Castaic " Lake L 12% t0 I c� Simi Valley 1(i Calabasas l , I t Santa PACIFIC OCEAN Carson 91 Palos Verdes Long Beach 22 QP trail ser S Beach Santa Ana s Cleveland National 39 55 Forest Hu ingt n Costa M a 9 Ba hJ Irvine �-'R�ancho E IPI Santa Catalina m Island l Regional Location Country Hills Town Center H wv e 10 5 0 10 s Mlles no San Diego e Camp Pendleton Figure 2-1 Angeles � � g rn c L Q m National N 0 i. i� J l0 Forest Vletorvllle Carson 91 Palos Verdes Long Beach 22 QP trail ser S Beach Santa Ana s Cleveland National 39 55 Forest Hu ingt n Costa M a 9 Ba hJ Irvine �-'R�ancho E IPI Santa Catalina m Island l Regional Location Country Hills Town Center H wv e 10 5 0 10 s Mlles no San Diego e Camp Pendleton Figure 2-1 Angeles National i. i� Forest yl 1 Glendale Rancho --19 — - Cucamonga 2 30 Pasadena 1t t Hollywood West Covina Project Ontario Las Angeles Location ry C630-- Riverside Whittier 9 72 Down ]1 � Oran e awthome 91 90 Ymba Linda. 91 sY e 19 as aotl ,,(�-Corona Lake 1 Buena rk Anaheim (p Malhews Carson 91 Palos Verdes Long Beach 22 QP trail ser S Beach Santa Ana s Cleveland National 39 55 Forest Hu ingt n Costa M a 9 Ba hJ Irvine �-'R�ancho E IPI Santa Catalina m Island l Regional Location Country Hills Town Center H wv e 10 5 0 10 s Mlles no San Diego e Camp Pendleton Figure 2-1 Los Angeles Royal Vista Golf Course Local Vicinity Country Hills Town Center N 'a-�-` 0.5 0.25 0 0.5 8 1 Miles Diamond Bar Gol/Course Court Project Location Figure 2-2 CONSULTING Agenda No. 6.1.1 CITY OF DIAMOND BAR CITY COUNCIL STUDY SESSION OCTOBER 4, 2005 DRAFT STUDY SESSION: Mayor Chang called the Study Session to order at 5:30 p.m. in Room CC -8 of the South Coast Air Quality Management District/Government Center, 21865 Copley Dr., Diamond Bar, CA. Present: Council Members Herrera, Tanaka, Zirbes, Mayor Pro Tem O'Connor and Mayor Chang. Also Present: Linda Lowry, City Manager; David Doyle, Assistant City Manager; Michael Jenkins, City Attorney; David Liu, Public Works Director; Bob Rose, Community Services Director; Ken Desforges, IS Director; Linda Magnuson, Finance Director; Nancy Fong, Planning Manager; Ryan Wright, Senior Administrative Assistant; Fred Alamolhoda, Senior Engineer; Kim Crews, Human Resources Manager; Ryan McLean, Senior Management Analyst; Dennis Tarango, Building Official and Sgt. Chris Blasnek. ► Pavement Management Program ► Annexation of Rowland Heights Discussion ► Public Comments on Study Session Items 1. PAVEMENT MANAGEMENT PROGRAM SE/Alamolhoda reported that cities that adopt pavement technology understand that a pavement management system is a matter of paying now or paying considerably more at a later time. In April 2004 Council approved replacing the five-year program with a seven-year slurry seal program to reduce the General Fund expenditures and to ensure that the City received maximum return on street rehabilitation expenditures. Last year the City entered into an agreement with MACTEC Engineering to develop a seven-year program for the City. MACTEC's first task was to develop boundaries for the new slurry seal program. Dr. Kash Hadipour, Ph.D., P.E. with MACTEC defined a Pavement Management System as a tool that assists the decision -makers to make the proper decision about upgrading and maintaining its pavement network. A Pavement Management System (PMS) is mandated by the MTA and must be updated every three years. The first step for implementing a PMS is to develop and update an inventory of the roadway network for the City. The next step is to evaluate the surface condition of the existing roads to identify the current and future maintenance needs. The next step is to prepare the budget (a seven-year capital improvement plan and seven areas for slurry seal) and prioritize the projects for maintenance and rehabilitation based on the City's annual budget. With about 25 systems available, D.B. chose a Micro -Paver Pavement Management System, a public domain system utilized by nine of 10 cities in the Southern California area. OCTOBER 4, 2005 PAGE 2 CC STUDY SESSION Dr. Hadipour said that the engineers developed a PCI (Pavement Condition Index) for every section of D.B. roadway and found that the majority of the City's roads were in good condition. Dr. Hadipour responded to MPT/O'Connor that the City's "red" streets comprise less than 5 percent. Anything close to or over 70 is very good. The average overall is 70%. CM/Lowry said it was important to know that the source of funds for residential street repair would come from the General Fund and arterial street repairs would be paid with Proposition C and Federal money. Historically the Council has set aside General Fund money to keep the residential streets in better repair than in most cities. Dr. Hadipour said that of all of the cities he has worked with D.B. has the best roads. CM/Lowry explained that the MTA requirement allows cities to obtain special funds and if D.B. did not meet that requirement it would have to finance repairs from its General Fund. Dr. Hadipour stated that the Pavement Management System allows the City to predict future condition of the roadways and based on those predictions the City can plan its repair activities. The current overall PCI is 75 and if D.B. wanted to significantly improve that number it could spend another $500,000 for instance for repair at this time and spend very little each year to maintain the high index. Based on the needs analysis his firm developed a seven-year capital improvement plan and a seven-year slurry seal program for the City's roadway network system. In response to C/Zirbes, PWD/Liu indicated that this year's budget includes $600,000 for Area 2 with a proposed $600,000 for Area 3 in FY 2006-07. However, with rising costs of materials that figure could escalate. The area numbers were based on need and the City intends to follow the numeric rotation. Studies indicate that slurry seals have a service life of up to seven years. C/Herrera asked what would happen if crews discovered additional maintenance problems over and above those allocated for the slurry seal program. PWD/Liu responded that in addition to the Capital Improvement Budget for slurry seal there are additional General Funds budgeted for maintenance. Dr. Hadipour explained that the slurry seal program is separate from the routine maintenance and rehabilitation program. The report contains study information about Area 2 which indicates that apart from the slurry seal program there are a number of sections that require M&R (maintenance and rehabilitation) for 2006 for example. There are two thick binders containing information about the pavement condition inspection for all City roadways. In response to CM/Lowry's request Dr. Hadipour explained how the micro -paver system could be downloaded into the City's GIS System. OCTOBER 4, 2005 PAGE 3 CC STUDY SESSION CM/Lowry likened the system to layers of lasagna that would allow multiple facets of information to be integrated thereby completing a user-friendly system that would allow staff and residents to click on a certain address (ID#) and retrieve detailed parcel information and current and future repair/upgrade status and maps. Paul Akin asked if the $600,000 for slurry seal and $400,000 for maintenance would be sufficient to maintain the worst areas so that they would not fall into disrepair? PWD/Liu responded that every year the City gets a certain amount of gas tax funds and those funds are primarily allocated for street maintenance and maintenance includes sweeping the sidewalks on a weekly basis. In addition to the $400,000 the City concentrates on a specific area each year with a seven-year cycle for the seven areas. This year the City spent $600,000 for slurry seal and $400,000 for maintenance, some of which came from the General Fund to supplement the declining gas tax revenues. As previously indicated, an annual funding commitment of $1 to 1.5 million would provide for better than adequate maintenance of the City's roadways. 2. DISCUSSION REGARDING POSSIBLE ANNEXATION OF ROWLAND HEIGHTS. C/Herrera stated that about a year ago Rowland Heights residents approached her because she is a LAFCO Commissioner and indicated that they wanted to know the process for incorporating. She met with them and explained that first they needed to form a citizens committee that would raise about $80,000 for studies to be completed by LAFCO to determine whether Rowland Heights would be able to support itself as a City. The process takes two to three years and when the study was completed it would go before the LAFCO Commission for discussion and vote as to whether the matter should be placed on the ballot. Part of the process is an analysis of the amount of dollars that follow the exiting of a city from the County and if the dollar amount is greater than the money spent for services supporting the entity the balance goes to Los Angeles County — sometimes referred to as "alimony", the difference in revenues vs. expenditures. Alimony is usually paid out over a 10 -year agreement and it involves millions of dollars. The Rowland Heights residents were somewhat discouraged by the enormity and length of the process. She said that upon learning their disappointment she told them that there were other options available to them and that the City of D.B. could annex them. The process is basically the same as the incorporation process except that D.B. would be responsible for paying the $80,000 for the study. Recently she was again approached by the Rowland Heights citizens who wanted her to attend a meeting in their City to talk with them about the possibility of D.B. annexing Rowland Heights. She said that there is no assurance that everyone in Rowland Heights is in favor of being annexed into D.B. and at the same time she is not aware of how the City Council Members feel about the matter. She said she spoke with a couple of staff members about the idea and when she spoke with Jim DeStefano about it he was very enthusiastic about the possibility because there was a lot of revenue in Rowland Heights. However, she did not know if the revenue would offset the expenses and she did not know if the maintenance of the area would cost more than the revenues would offset. If D.B. pursued annexation D.B. would pay the cost of the studies and LAFCO OCTOBER 4, 2005 PAGE 4 CC STUDY SESSION would conduct the studies. Regardless of the studies done by D.B., LAFCO would insist on conducting their studies and it was still a two to three year process from the time D.B. might initiate the annexation process. Because Rowland Heights is completely occupied it would require a vote of the Rowland Heights citizens to approve or disapprove annexation by D.B. and it would also require a vote by the citizens of D.B. C/Herrera said that there are many considerations such as boundaries and whether there were protests from any neighborhoods within the Rowland Heights areas because LAFCO would take that into consideration and delete those areas from the proposed annexed area of Rowland Heights. The name would also be under consideration and would also most likely be a ballot consideration. Her understanding was that D.B. was a General Law City and could not have more than five Council Members. If Rowland Heights were to annex to D.B. the residents would most likely want their own Council Members which would require D.B. to vote to become a Charter City and add more Council Members opening up even more considerations about the makeup of the City Council Members. M/Chang said that several years ago a number of people from Rowland Heights approached D.B. and after discussing the matter he felt that it was a question of whether Rowland Heights wanted to annex to D.B. so it would be premature for D.B. to start the process. C/Herrera said that was what she told Rowland Heights — that the ball was in their court and whatever way they chose to go Rowland Heights would have to initiate the process. M/Chang said he would support the annexation of Rowland Heights into D.B. but at the same time he would not want to impose a mandate on Rowland Heights. If Rowland Heights wanted to annex into D.B. then the Council would have to launch a full-scale investigation of how the process would be managed and it would be difficult for D.B. to make a yes or no decision at this time. In his opinion, Rowland Heights residents should petition for annexation or incorporation before seeking D.B.'s participation. C/Zirbes said he was not interested in trying to annex Rowland Heights to D.B. He agreed with M/Chang that Rowland Heights needed to step up and decide whether they wanted to incorporate and do what D.B. did because D.B. twice attempted incorporation before it was successful. Hacienda Heights tried to incorporate and failed to do so. Although there are a lot of similarities in the two communities Rowland Heights has commercial areas and infrastructure considerations that are non-existent in D.B. In addition, D.B. has a lot of challenges on its plate such as major economic development considerations. He felt that people moved to D.B. for its unique character and before he would want to take a position he would rather have the matter placed on a ballot issue. Judging from phone calls he has received since this item appeared on the agenda the local response would be a resounding "No." C/Zirbes felt it would be more feasible to look at D.B.'s sphere of influence areas for possible annexation. Annexation has been a topic of discussion for many years and it has not yet come to fruition and he felt it would be huge burden for D.B. to annex in another city. OCTOBER 4, 2005 PAGE 5 CC STUDY SESSION C/Tanaka agreed that he would like to have Rowland Heights pursue the matter rather than to have D.B. appear to be grabbing their land. He felt that there were areas within D.B. that should be given primary consideration and that those areas would be compromised were the City to annex another city. MPT/O'Connor felt D.B. should concentrate on the open areas within its sphere of influence in order to have a hand in planning future development. She might be in favor of considering a smaller portion of the Fairway area as was previously discussed because it would incorporate blocks of homes that were seeking annexation to D.B. C/Herrera thanked her colleagues for their input. PUBLIC COMMENTS: Jerry Hamilton was opposed to annexing Rowland Heights because of all of the unforeseen problems that might result and he believed that the majority of D.B. residents were also opposed to the annexation. ADJOURNMENT: With no further business to come before the City Council, M/Chang adjourned the Study Session at 6:30 p.m. Linda C. Lowry, City Clerk The foregoing minutes are hereby approved this day of 12005. WEN CHANG, Mayor Agenda No. 6.1.2 CITY OF DIAMOND BAR CITY COUNCIL STUDY SESSION DRAFT OCTOBER 18, 2005 STUDY SESSION: Mayor Chang called the Study Session to order at 6:20 p.m. in Room CC -8 of the South Coast Air Quality Management District/Government Center, 21865 Copley Dr., Diamond Bar, CA. Present: Council Members Herrera, Tanaka, Zirbes, Mayor Pro Tem O'Connor and Mayor Chang. Also Present: Linda Lowry, City Manager; David Doyle, Assistant City Manager; Michael Jenkins, City Attorney; David Liu, Public Works Director; Bob Rose, Community Services Director; Linda Magnuson, Finance Director; Nancy Fong, Interim Community Development Director; Ann Lungu, Associate Planner; Sharon Gomez, Senior Management Analyst; Kim Crews, Senior Management Analyst; Ryan McLean, Senior Management Analyst and Tommye Cribbins, Executive Assistant. • Consideration of Palm Trees as Landscape Elements for Commercial Centers • Introduction of the "Form Based Code" Planning Concept and Discussion of a Future Joint Meeting with Planning Commission to Discuss this Concept • Public Comments on Study Session Items 1. CONSIDERATION OF PALM TREES AS LANDSCAPE ELEMENTS FOR COMMERCIAL CENTERS. TCDD/Fong stated that although the City has a policy that discourages the use of palm trees, the two commercial projects currently under consideration, Target and Country Hills Towne Center are both proposing to introduce palm trees in their landscape themes and staff is seeking Council's direction. She presented photographs of commercial centers that included palm trees within their landscape themes and pointed out that there were a variety of palm trees. Most developers indicate that their shop owners/tenants do not like to see large trees in front of their stores because they obscure visibility and palm trees are generally more acceptable. C/Zirbes felt that if palm trees were well maintained they would provide a nice landscape in commercial centers but felt it would be wrong to use palm trees exclusively. MPT/O'Connor said she did not mind palm trees up against buildings to help disguise the buildings but she was not excited about seeing palm trees in the entryways. OCTOBER 18, 2005 PAGE 2 CC STUDY SESSION C/Herrera did not like palm trees because they looked like sticks with a little foliage stuck on the top. MPT/O'Connor wondered if there were safety issues with falling fronds. C/Tanaka said he spoke with an architect who felt that palm trees were good accents to the overall landscape and that there must be regular maintenance to prevent falling fronds. MPT/O'Connor pointed out that because D.B. was a "Tree City" that the landscape should be uniform throughout the City and she was not in favor of a large number of palm trees. ICDD/Fong agreed with M/Chang that other types of trees are always included with palm trees to help create a more formal design. M/Chang felt the City needed to find a good balance by fulfilling the developers' needs and at the same time fulfilling the community's beautification plan. He recommended that there be a mixed use to include some palm trees. C/Herrera suggested that no more than 25% of the trees within a landscape plan be palm trees. ICDD/Fong said staff could work with that ratio and that within parking lot areas the developer would be directed to install the evergreen canopy trees to provide shade. M/Chang said he would prefer to have staff determine a more accurate percentage of mix. C/Herrera said she would not want to have a greater percentage of palm trees. ICDD/Fong suggested that instead of a percentage staff could write a design guideline that would state "the use of palm trees is allowed only if the developer supplements with other flowering trees" MPT/O'Connor pointed out that no other shopping centers in the City have palm trees and why would the City now consider allowing palm trees? C/Zirbes said because this was what the developer was proposing and that it was not a question of the City wanting to make a change. Following discussion, Council concurred to direct staff to write design guidelines that would include a mixed use of trees including a limited number of palm trees. OCTOBER 18, 2005 PAGE 3 CC STUDY SESSION 2. INTRODUCTION OF "FORM BASED CODE" PLANNING CONCEPT AND DISCUSSION OF A FUTURE JOINT MEETING WITH THE PLANNING COMMISSION TO DISCUSS THE CONCEPT. ICDD/Fong stated that during the Planning Commissioners Institute the Commissioners were introduced to the "Form Based Code" a type of code that they were interested in pursuing because of the type of planning tools that could be utilized to create better guidelines for residential and commercial development in the City. Traditionally, zoning codes are separated into residential use, commercial use, industrial use and open space. The Form Based Code is different in that it regulates the three-dimensional building environment. The Form Based Code talks about the size and character of the streets, the building location, height of the building, character of the building and the landscaping as a single code for mixed use environment. ICDD/Fong displayed a photo showing an area of Petaluma where the City utilized the formed based code in a Specific Plan area. ICDD/Fong offered that D.B. areas that could utilize form -based code are the Tres Hermanos area, the Kmart area, Site D and certain annexation areas and in short, the General Plan could be amended to include the form - based code criteria and the Zoning Code could be supplemented with the criteria as well. MPT/O'Connor wanted to know if this was similar to the "smart -growth" approach to mixed use. CDD/Fong said that in her opinion, from a planning perspective it was an old concept with a new name. For example, urbanism, new urbanism and smart growth are all the same concept and street calming devices are part of urbanism. CM/Lowry stated that tonight's discussion was a brief concept overview of what would be discussed in greater detail during the joint meeting with the Planning Commission. ICDD/Fong said she would provide the Council Members with copies of the institute's literature prior to the joint meeting. Joe McManus, Planning Commission Chairman, felt this presented an opportunity for the City to take control of its growth and that there was a lot more to the form -based code than time permitted ICDD/Fong for elaboration this evening. The Council concurred to have staff schedule a joint session with the Planning Commission. PUBLIC COMMENTS: There were no public comments offered. OCTOBER 18, 2005 PAGE 4 CC STUDY SESSION ADJOURNMENT: With no further business to come before the City Council, M/Chang adjourned the Study Session at 6:37 p.m. Linda C. Lowry, City Clerk The foregoing minutes are hereby approved this day of 2005. WEN CHANG, Mayor MINUTES OF THE CITY COUNCIL Agenda No. 6.1.3 REGULAR MEETING OF THE CITY OF DIAMOND BAR OCTOBER 18, 2005 CLOSED SESSION: 5:00 p.m., Room CC -8 DRAFT Public Comments on Closed Session Agenda Items ► Labor Negotiations with unrepresented Employee Government Code Section 54957.6: Assistant City Manager ► Potential Litigation — Government Code Section 54956.9(c) — 1 Case ► Conference with Real Property Negotiators: Government Code Section 54956.8 Property Address: Sandstone Canyon Agency Negotiator: City Manager Negotiating Party: Walnut Valley Unified School District Under Negotiation: Price and terms of Payment STUDY SESSION: 5:30 p.m., Room CC -8 ► Consideration of Palm Trees as Landscape Elements for Commercial Centers IN. Introduction of the Planning Concept called "Form Based Code: and Discussion of a Future Joint Meeting with the Planning Commission to discuss the Concept. M/Chang adjourned the Study Session at 6:37 p.m. CALL TO ORDER: Mayor Chang called the Regular City Council meeting to order at 6:58 p.m. in The Government Center/SCAQMD Auditorium, 21865 Copley Dr., Diamond Bar, CA. Mayor Chang reported that City Council began its evening with a Closed Session with no reportable action followed by a Study Session during which Council received reports on the consideration of palm trees as landscape elements for commercial centers and gave direction to staff to formulate language to allow limited use of palm trees with other types of trees. Staff also gave a brief introduction of a planning concept called "Form Based Code" with direction to staff to schedule a joint meeting with the Planning Commission for an in depth discussion and consideration of the concept. PLEDGE OF ALLEGIANCE: Mayor Pro Tem O'Connor led the Pledge of Allegiance. OCTOBER 18, 2005 PAGE 2 CITY COUNCIL INVOCATION: Ahmad H. Sakr, Ph.D. Islamic Education Center, gave the Invocation. ROLL CALL: Council Members Herrera, Tanaka, Zirbes, Mayor Pro Tem O'Connor and Mayor Chang. Staff Present: Linda Lowry, City Manager; David Doyle, Assistant City Manager; Michael Jenkins, City Attorney; David Liu, Director of Public Works; Bob Rose, Community Services Director; Nancy Fong, Interim Community Development Director; Marsha Roa, Public Information Manager; Ryan McLean, Senior Management Analyst; Linda Magnuson, Finance Director and Tommye Cribbins, Executive Assistant. APPROVAL OF AGENDA: As Presented. SPECIAL PRESENTATIONS, CERTIFICATES, PROCLAMATIONS: 1.1 Mayor Chang proclaimed October 28, 2005 as "National Immigrants Day." 1.2 Mayor Pro Tem O'Connor proclaimed October 23-29, 2005 as "Red Ribbon Week" Deputy Wright spoke about the program and acknowledged the City's enthusiastic participation and support. He also handed out Red Ribbon Bracelets. 1.3 Mayor Chang presented a proclamation from Governor Arnold Schwarzenegger to Carol Herrera commemorating her service to the League of California Cities, Los Angeles County Division. CITY MANAGER REPORTS AND RECOMMENDATIONS: 2.1 Consideration of Mailing City Council Agendas — ACM/Doyle assured residents that the City was very interested in providing information to the public and did so in a variety of ways while operating within its existing resources and staffing levels. City Council meeting agendas are posted on Fridays at Heritage Community Center and at the SCAQMD building and complete agenda packets including backup materials are placed at the D.B. Library and City Hall. In addition, extra copies of the agenda are made available at the front counter of City Hall for pickup at no charge; the entire agenda is scrolled on DBTV Channel 3 from Friday night until Tuesday; the agenda and staff reports are placed on the City's website that offers an agenda subscription program on-line; and, the City Manager reads the agenda items during the City Council meetings. Staff recommends that because the City provides detailed information in a number of available formats that no mailing program be initiated. If, however, the Council recommends that a mailing program be made available to all residents staff would recommend that it be directed to put a program together requiring individuals to pay for postage. OCTOBER 18, 2005 PAGE 3 CITY COUNCIL 2.2 Trails Project — presentation by CSD/Rose. CSD/Rose updated the City Council on the status of the Trails Master Plan adopted in 2001. The recreation trails map for the entire City is being digitized and improved for inclusion within the City's website. Using a power point presentation he illustrated how staff is working on the 2.5 acres of hiking trails and trailheads in Sycamore Canyon Park and the 350 acres of open space adjacent to the Diamond Bar Center. In addition to the grants the City has received, additional grants from the State Recreation Trails and the Proposition 50 California River Parkways grants to complete the decomposed granite trails at Sycamore Canyon Park are currently under consideration. The City intends to continue its pursuit of grant funds. To date the City has been awarded $382,984 in competitive grant funding for construction of the trails and the City has used additional funding for construction from Proposition 12 and from the Los Angeles County Safe Parks Act Proposition A. Staff has applied for additional funding in the amount of $587,000 to complete the remainder of Sycamore Canyon Park's decomposed granite trails. CM/Lowry said that she attended a couple of City Council meetings in advance of being hired as the D.B. City Manager and recalled the Council's concern about adopting the Trails Master Plan and the implication that millions of dollars would be required for its implementation. She felt that the Community Services Division had done an excellent job in finding outside funding sources and believed that one of the most exciting aspects of this project was that this plan offered a unique potential for a suburban community to have trails developed in such a short period of time. D.B. is "under parked" and by exploiting these trails it offers a unique opportunity for an expanded quality of life and health element in the middle of the City. She congratulated the Community Services Division on its continued effort to bring the Trails Master Plan to completion. PUBLIC COMMENTS: Allen Wilson asked residents to carefully consider the election information and verify facts in order to make an informed and wise decision for the November 8 election. The Council works as a collective body and no one person is responsible for making policy. Janet Laiblin, Public Affairs Specialist, SCAQMD thanked staff and Council for the City's positive response to air quality issues. AQMD recently settled with British Petroleum and Arco for a considerable amount of money and intends to use six million of the settlement for projects in the four southern counties. She invited the City to participate in the November 2 meeting in Rialto and for staff and residents to indicate preferred projects on-line as well. In addition, the SCAQMD is sponsoring a coloring contest and the deadline is November 10. The first place winner will receive $100 and additional winners will receive $50 each. Every winning picture and its artist will be featured on the AQMD calendar. OCTOBER 18, 2005 PAGE 4 CITY COUNCIL Lydia Plunk, Editor, The Windmill, stated that this month's issue was dedicated to helping and happiness. Next month's edition is about gratitude and it is dedicated to the men and women of the armed services, both active and inactive. Lydia Plunk, speaking as a private citizen on Item 2.1 said that with all due respect it was amazing to her that the bureaucracy would stand between the City and a resident's ability to receive an agenda packet in the mail. She said that sometimes it is more acceptable to show humanity and fill a need. She offered to start a collection to pay for postage in order to allow residents to receive packets in the mail. It seemed to her that the simplest and easiest thing to do would be to provide someone with an agenda and if it becomes a larger issue it should be revisited at that time. Vinod Kashyap asked CM/Lowry to clarify whether the election was for three City Council seats or whether it was for the Mayor's position. He said there were many rumors floating around the community and he was recently asked whether this was an election for a mayor only because he was told by the resident that the information came from Mr. Chang's office. Mr. Kashyap said he could not believe that Mr. Chang would do such a thing. He asked for clarification and appealed to all five Council Members to say to the residents that the election was about electing three people and it was about five people who were standing for election. Clyde Hennessee thanked the secretary for the commentary about why he cannot get an agenda. The City mailed agendas for many years at the request of residents and now he is told that the City cannot afford to mail agendas. The City continues to upgrade its equipment and it should be a simple matter to print agendas and mailing labels. He found it shameful that the City should offer excuses for not being able to mail agendas since it was spending up to a half million dollars to find out whether the residents wanted a new library. He encouraged everyone to vote in the November 8 election and give careful consideration to candidates' agendas. 4. RESPONSE TO PUBLIC COMMENTS: M/Chang responded to a speaker that the sample ballot contained information on how many seats are open on the November 8 election and that it was not an election for a new mayor. The City of D.B. has never had an election for mayor because the Council Members select a mayor. He said he would have appreciated Mr. Kashyap telling him about the rumor when Mr. Kashyap visited his campaign headquarters on Saturday evening to offer his support because he would have told Mr. Kashyap not to believe such rumors. This is the time for people to give careful consideration to the individuals that they wish to elect to the City Council and not talk about "silly season." He stated that the business registration was a fee and not a tax and afforded the City a method for tracking the types and location of businesses in D.B. He said that the decision about whether the residents should vote to build a new library and be taxed for the construction and a portion of the ongoing operating expenses was a decision made by the entire Council. In response to C/Herrera's request CA/Jenkins stated that the Brown Act allows Council Members to make brief responses to comments from the audience. OCTOBER 18, 2005 PAGE 5 CITY COUNCIL 5. M/Chang went on to say that the decision about a new library was the people's choice and the Council had not made a decision yet. With respect to the golf course it has been the City's goal for three years and it is just a vision for bringing the best interest to the community. There is no plan for the golf course at this time and the residents should not be misled. SCHEDULE OF FUTURE EVENTS: 5.1 PLANNING COMMISSION MEETING — October 25, 2005 - 7:00 p.m., Auditorium, AQMD/Government Center, 21865 Copley Dr. 5.2 PARKS AND RECREATION COMMISSION MEETING — October 27, 2005 — 7:00 p.m., Hearing Board Room, AQMD/Government Center 21865 Copley Dr. 5.3 "Hall of Horrors" Haunted House — October 28, 29 and 31, 2005 — 6:00 — 9:00 p.m., - Heritage Park, 2900 S. Brea Canyon Road. Admission $4.00. 5.4 Fall Fun Festival — October 31, 2005 — 4:30 — 8:30 p.m. — Heritage Park, 2900 S. Brea Canyon Rd. Admission $4.00 per child. 5.5 CITY COUNCIL MEETING — November 1, 2005 — 6:30 p.m., Auditorium, AQMD/Government Center, 21865 Copley Dr. 5.6 PUBLIC SAFETY COMMITTEE MEETING — November 7, 2005 —7:00 p.m., Diamond Bar/Walnut Sheriff Station, 21695 E. Valley Blvd., Walnut 5.7 ELECTION DAY — November 8, 2005 — Polls open 7:00 a.m. to 8:00 p.m. 6. CONSENT CALENDAR: C/Zirbes moved, C/Tanaka seconded to approve the Consent Calendar as presented with the exception of Items 6.9. Motion carried by the following Roll Call vote: AYES: COUNCIL MEMBERS: Herrera, Tanaka, Zirbes, MPT/O'Connor, M/Chang NOES: COUNCIL MEMBERS: None ABSENT: COUNCIL MEMBERS: None 6.1 CITY COUNCIL MINUTES — Regular Meeting of October 4,2005 —Approved as submitted. 6.2 RECEIVED AND FILED PLANNING COMMISSION MINUTES: 6.2.1 Regular Meeting of September 13, 2005 6.2.2 Regular Meeting of September 27, 2005 6.3 RATIFIED CHECK REGISTER dated September 30, 2005 through October 13, 2005 in the amount of $1,150,854.74. OCTOBER 18, 2005 PAGE 6 CITY COUNCIL 6.4 REJECTED CLAIM — filed by Zin Maw on September 8, 2005. 6.5 APPROVE FILING OF NOTICE OF COMPLETION FOR SLURRY SEAL AREA 1 PROJET AT VARIOUS LOCATIONS. 6.6 THE CITY MANAGER FOR CARRYOVER O APPROVED $1900 A TOTALFOF $4900 N 0 FTUITION IY2 005-06.ENT FOR 6.7 ALLOCATED $400 FROM THE COMMUNITY SUPPORT FUND IN SUPPORT OF THE LOS ANGELES COUNTY SHERIFF'S DEPARTMENT "STAR" PROGRAM SKYDIVING TEAM. 6.8 ADOPTED RESOLUTION NO. 2005-56 SUPPORTING PROPOSITION 76 "LIVE WITHIN OUR MEANS ACT," ON THE NOVEMBER 8, 2005 STATEWIDE SPECIAL ELECTION BALLOT. ITEMS WITHDRAWN FROM CONSENT CALENDAR: 6.9 APPROVE CONTRACT AMENDMENT WITH WARREN C. SIECKE FOR DESIGN ENGINEERING SERVICES FOR TRAFFIC SIGNAL AND INTERCONNECT INSTALLATION ON GRAND AVENUE AT DIAMOND BAR BOULEVARD IN THE AMOUNT OF $13,000; AND AUTHORIZE A CONTINGENCY AMOUNT OF $3,000 FOR CONTRACT CHANGE ORDERS TO BE APPROVED BY THE CITY MANAGER FOR A TOTAL AUTHORIZATION OF $16,000. C/Zirbes commented that traffic is one of the three main concerns in the City. Since prior to joining the Council he has felt that the City practices a "knee- jerk" reaction with respect to signal placement and since serving on the Council all signal items have appeared on the agenda as Consent Calendar items. Outside of peak hours the City does not have a traffic problem. However, the inconvenience with signals is a problem that is caused by the Council. In its goal to balance out what is good for the residents to get them safely out onto major boulevards, the City fails to address what it means during the remaining 20 hours of a day. For example, he left home at about 7:30 p.m., traveled down Morning Canyon to Diamond Bar Blvd. and there was no oncoming traffic from either direction. He made all green signals to arrive at his destination at Grand Avenue in about two minutes. However, on the way back home he caught four of the five red signals that turned for one car to be able to exit a side street. He said he was concerned about the placement of this signal and how it might back up traffic in the afternoon on northbound Diamond Bar Blvd. He would like to approve the amendment and include some type of a study session with staff and PWD/Liu's team to determine what type of criteria staff looks at for getting a signal approved to get a better understanding about what the City is doing to provide interconnect and move forward to a much improved digital synchronization system. OCTOBER 18, 2005 PAGE 7 CITY COUNCIL 91 F!; C/Zirbes moved, C/Tanaka seconded, to approve Consent Calendar Item 6.9 with the amendment to schedule a study session to talk about signals, their placement and the future of digital synchronization in the City. Motion carried by the following Roll Call vote: AYES: COUNCIL MEMBERS: NOES: COUNCIL MEMBERS: ABSENT: COUNCIL MEMBERS: PUBLIC HEARINGS: None COUNCIL CONSIDERATION: None Herrera, Tanaka, Zirbes, MPT/O'Connor, M/Chang None None COUNCIL SUBCOMMITTEE REPORTS/COUNCIL MEMBER COMMENTS: C/Tanaka said he had an exciting time at the League of California Cities Annual Conference in San Francisco that he and ACM/Doyle attended. He was excited to present the D.B. flag at the opening session and he listened to some very exciting speakers including Steve Wesley, Anthony Williams, Washington D.C. Mayor and California Governor Arnold Schwarzenegger. He attended many sessions including sessions on green buildings, key actions for placing successful ballot measures, managing big box development and took advantage of the extensive expo. He participated in the "Read Together D.B." Pumpkin Patch; attended the D.B. Chamber Mixer with MPT/O'Connor where he networked with many businesses; attended along with MPT/O'Connor, M/Chang and C/Herrera the Retirement Luncheon for Mr. Gunn and General Manager Karen Powers of the Water Board; attended the Deane Homes Neighborhood Watch meeting, and attended the Youth Master Plan Phase II meeting with both school districts. On October 19 from 6-9 p.m. the Friends of the Library challenge will be held at the Diamond Bar Center. On Sunday, October 23 the Friends will host the second annual Author Day with approximately 50 authors participating. C/Herrera stated that a couple of weeks ago she spoke about a meeting she would be attending in Rowland Heights to listen to residents of Rowland Heights as a Commissioner of LAFCO that deals with annexations and incorporations of communities. Some D.B. residents expressed concern that the D.B. City Council was moving forward to annex Rowland Heights, a topic that was discussed at the earlier study session to allow her to gather opinions from her colleagues. The reason she asked for a study session to gather the opinions of her fellow Council Members is that the Brown Act prohibits her and other Council Members from discussing such matters on an individual basis. She went to the meeting in Rowland Heights on October 13 and learned that the residents had already learned what the D.B. Council had concluded. In fact, several of the Rowland Heights residents attended the D.B. Council meeting and heard the opinions of the Council Members. She reported that the conversation on October 13 turned to incorporation and said she shared information with the residents and indicated to them that it was a difficult thing to accomplish. Hacienda Heights went through incorporation efforts several OCTOBER 18, 2005 PAGE 8 CITY COUNCIL times. She was not certain whether Rowland Heights had ever considered incorporation but it was a costly effort and it was incumbent upon the citizenry to raise money the $105,000 for the two to three year process. She reiterated that the only consideration on the table at this time was for the incorporation of Rowland Heights and not for the annexation of Rowland Heights to D.B. C/Herrera stated her opinion about mailing agendas was that the City was the people's government and the City existed to serve the residents as the residents direct. The City Council Members are elected by the residents to govern on behalf of the residents according to their will. She too felt it was the City's primary goal to communicate with the residents and believed the City should continue to mail out the agendas until it became prohibitive at which time the City Council would reconsider the matter. One resident offered to pay the 37 cents and she was thinking that she would volunteer to address the envelopes to the residents and put stamps on them to make sure they were mailed. She stated again that she felt it was important that the City serve the community and govern the City as the residents direct and urged the City to continue mailing out its agendas. C/Herrera said that she had a very serious concern that the Brown Act was violated earlier this evening and she had an even greater concern that after she asking for an opinion from CA/Jenkins that the Mayor continued to speak. The Brown Act is nothing to laugh or to sneeze at. It is incumbent upon the City Council to obey the laws and not abuse public office for purposes of campaigning. She said she refused to be a party to violation of law and the next time that it was violated she would leave the dais and the Council Meeting. C/Herrera left the dais and the Council Meeting after stating she would not be a party to breaking laws. C/Zirbes complimented C/Tanaka on his smile and excellent League of Cities photograph. He said that he used to get two agendas mailed to his house and that he did not know the number that were currently mailed but most people probably know that they can get the agendas on-line. Perhaps the City Council should discuss a budget item to include an amount for postage for mailing agendas for the few folks who do not have access to online agendas. Last week he and M/Chang convened the Neighborhood Improvement Committee to discuss the active cases and the progress made by staff and the City Prosecutor proving that the ordinances have been very effective and how to minimize the problems of the holiday lights after the first of the year as well as campaign signs. He and M/Chang also convened the Economic Development Committee and discussed many potential projects and related issues, projects that will help to promote economic development and allow the City to fund programs and ensure the City's future financial stability. Commenting on a statement by an earlier speaker, C/Zirbes assured the community that he made a motion for a $20,000 study and not for a $200,000 or $500,000 study. C/Zirbes updated the community on his prognosis stating that he was not able to completely eradicate his tumor during treatment. After eight months of treatment at the City of Hope and not seeing much progress he opted for surgery and sent the sample out for testing. City of Hope continued to treat him with a very similar formula and the report from Dr. Nagorni stated that the least effective medicine protocol that C/Zirbes should be on was in fact the one that was currently being administered. Dr. Nagorni also indicated that the protocol C/Zirbes needed to OCTOBER 18, 2005 PAGE 9 CITY COUNCIL be on was something different. In response to rumors that people should not vote for him because he won't be alive at the end of the year is a horrible rumor and whoever brought that rumor to the residents, the residents should not vote for that person. A chart was placed on the video screen. As of Friday he completed the third round of his revised treatment cycle and he reported the results that were available at the end of the second round of treatment. Marker number one should be under 35 to be in remission. He was at 9,600 and he is now at 1,000; marker number two should also be under 35. It was at 300 and after two treatments it was at 50. Marker number three should be at 5.0, it was at 48 and after two treatments it was at 6. And, he said he would naturally assume the numbers would be even lower after his third treatment last week and the numbers were very encouraging for him and for his family. He said that he had intended to update the Mayor on his progress, but after learning of the rumors felt that he had an obligation to share the results with his constituents. He said that he intended that the information be informative and not self-serving, and again stated that it was an honor and a privilege for him to serve the community as a member of the D.B. City Council. MPT/O'Connor said she appreciated C/Zirbes' excellent news and if anyone was knocking on doors and spreading such rumors they should be ashamed of themselves. There was a candidate forum a couple of weeks ago and she said she understood that it would be re -broadcast on Channel 3 on Wednesdays. She attended the Contract Cities seminar last weekend and Homeland Security and Emergency Preparedness were among the topics discussed. She felt that the D.B. residents needed to be aware that in the event of a major earthquake the City could become a virtual island because bridges of the freeway surround the City. Residents should definitely heed comments offered by Deputy St. Amant during a recent City Council meeting. The families should warehouse sufficient supplies outside of their residences to maintain for a period of time. She said she was disappointed about the City's position on mailing agendas because the City was supposed to serve the public and provide residents with what they need. Therefore, she would support a discussion of a budget item to provide postage for mailing agendas. In addition, she would prefer to have the agendas available on Thursdays prior to the meetings to give Council Members an opportunity to contact staff members with their questions. She was disappointed that C/Herrera left the meeting because she felt that CA/Jenkins would advise the Council if he felt there was a Brown Act violation. M/Chang congratulated C/Zirbes on his dramatic improvement and said he encouraged C/Zirbes to continue speaking openly with the residents. He felt that C/Zirbes was very courageous to share his treatment history. He said he would not reiterate all of the meetings that he attended during the past two weeks. Referring to his earlier response to public comments and whether he violated the Brown Act, he related only the facts of what occurred that the Council made its decisions and why the Council made the decisions so there was no violation of the Brown Act. He respected Counsel requesting that he be brief in his statements, and he was brief with his statements. The Brown Act happens when a new issue is being discussed and he was not discussing any new opinion, he was just restating the voting record. He certainly tried to avoid a debate with his fellow Council Members so that when the Legal Counsel asked that he be brief he finished quickly. He has been a Council OCTOBER 18, 2005 PAGE 10 CITY COUNCIL 10. Member for eight years and he said that he respects every person and he respects the law over his own opinion. He lives in America for freedom, opportunity and a better quality of life and he respects the law and never violated the Brown Act. He regrets that a Council Member took it differently and left the podium. However, he respects every opinion and the individual's right to disagree. ADJOURNMENT: With no further business to conduct, M/Chang adjourned the meeting at 8:30 p.m. LINDA C. LOWRY, CITY CLERK The foregoing minutes are hereby approved this _ day of WEN CHANG, MAYOR 2005. CITY COUNCIL Agenda # y 2 Meeting Date: November 1, 2005 AGENDA REPORT TO: Honorable Mayor and Members of�he City Council VIA: Linda C. Lowry, City Manage%46� TITLE: Ratification of Check Register dated October 14, 2005 though October 27, 2005 RECOMMENDATION: Ratify Check Register containing checks dated October 14, 2005 through October 27, 2005 totaling $1,763,438.84. FINANCIAL IMPACT: Expenditure of $1,763,438.84 in City funds. BACKGROUND: The City has established the policy of issuing accounts payable checks on a weekly basis with City Council ratification at the next scheduled City Council meeting. DISCUSSION: The attached check register containing checks dated October 14, 2005 through October 27, 2005 for $1,763,438.84, is being presented for ratification. All payments have been made in compliance with the City's purchasing policies and procedures. Payments have been reviewed and approved by the appropriate departmental staff and the attached Affidavit affirms that the check register has been audited and deemed accurate by the Finance Director. PREPARED BY: Linda G. Magnuson Finance Director REVIEWED BY T Financb Director Assistant City Manager Attachments: Affidavit and Check Register — 10/14/05 through 10/27/05 CITY OF DIAMOND BAR CHECK REGISTER AFFIDAVIT The attached listing of demands, invoices, and claims in the form of a check register including checks dated October 14, 2005 through October 27, 2005 has been audited and is certified as accurate. Payments have been allowed from the following funds in these amounts: Fund # Description Amount 001 General Fund $1,158,830.87 112 Prop A - Transit Fund 21,740.25 115 Int. Waste Mgt Fund 7,622.84 118 AB2766 - AQMD Fund 2,545.87 125 CDBG Fund 3,937.50 138 LLAD #38 Fund 24,573.67 139 LLAD #39 Fund 18,339.41 141 LLAD #41 Fund 10,363.17 250 Capital Improvement Project Fund 483,450.08 520 Equipment Replacement Fund 32,035.18 $1,763,438.84 Signed: Linda G. 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W OJ OJ r WNrONrIO UI . . . . . p� W pJ W . W O l0 1f10 �O O� r O1 U1 O W r O r N O 0] r 0 N W O lJ1 l0 W O W 'P 'P 'P O� �O O J O W O iP 0� H iP iP iP O VI Ut 1p W r J iP r OJ O O W IJI O N �P O N iP Agenda # 6.3 Meeting Date: Nov. 1, 2005 CITY COUNCIL RIVY m v AGENDA REPORT TO: Honorable Mayor and Members of the City Council VIA: Linda C. Lowry, City Manage TITLE: Preliminary Treasurer's Statement eptember, 2005 RECOMMENDATION: Approve the September 2005, Treasurer's Statement. FINANCIAL IMPACT: No Fiscal Impact BACKGROUND: Per City policy, the Finance Department presents the monthly Treasurer's Statement for the City Council's review and approval. This statement shows the preliminary cash balances for the various funds, with a breakdown of bank account balances, investment account balances, and the effective yield earned from investments. In September it was decided to diversify the City's investment portfolio. As a result the Treasurer's Statement now includes a separate investment report which details the activities of the portfolio. All investments have been made in accordance with the City's Investment Policy. PREPARED BY: Susan Full, Senior Accountant Linda G. Magnuson, Finance Director Departniehk Head Attachments: Treasurer's Statement, Investment Report Deputy Ci y a r CITY OF DIAMOND BAR TREASURER'S MONTHLY CASH STATEMENT September 30, 2005 GENERAL FUND $26,700,628.60 $780,857.12 $1,489,747.11 $25,991,738.61 0.00 LIBRARY SERVICES FUND 0.00 CHANGE FUND 600.00 (1,600.00) COMMUNITY ORG SUPPORT FD (1,000.00) TOTAL DEMAND DEPOSITS 676,165.40 GAS TAX FUND TRANSIT TX(PROPA) FD 676,165.40 1,101,052.06 149,966.97 85,281.12 1,165,737.91 1,363,688.86 TRANSIT TX (PROP C) FD 1,288,219.79 75,469.07 1,000,000.00 0.00 ISTEA Fund INTEGRATED WASTE MGT FD 0.00 561,980.09 27,262.87 534,717.22 0.00 AB2928-TR CONGESTION RELIEF FD AIR QUALITY IMPRVMNT FD 0.00 90,374.84 19,588.36 11,353.41 98,609.79 PROP A - SAFE PARKS ACT FUND (2,016.41) (Bond Proceeds Account) (2,016. 41) 1,900,300.0066 PARK & FACILITIES DEVEL. FD FD 1,900,300.06 (50,905.85) 132,995.00 12,277.60 (76,811.00) (6,999.45) COM DEV BLOCK GRANT CITIZENS OPT -PUBLIC SAFETY FD 188,151.04 13,436.00 354.49 201,232.55 NARCOTICS ASSET SEIZURE FD 319,845.31 319,845.31 72,387.56 CA LAW ENFORCEMENT EQUIP PRGI 72,387.56 40,856.99 390,221.28 LANDSCAPE DIST #38 FD 431,078.27 32,815.06 184,489.63 LANDSCAPE DIST #39 FD 217,304.69 369,339.65 19,553.51 349,786.14 LANDSCAPE DIST #41 FD 0.00 GRAND AV CONST FUND CAP IMPROVEMENT PRJ FD 0.00 (976,542.18) 677,317.44 76,811.00 (1,577,048.62) SELF INSURANCE FUND 1,349,525.43 1,349,525.43 230,527.72 EQUIPMENT REPLACEMENT FUND 230,527.72 31,438.45 COMPUTER REPLACEMENT FUND PUBLIC FINANCING AUTHORITY FUNI 31,438.45 192,457.91 52,378.37 30,960.84 213,875.44 TOTALS $34,690,312.43 $1.224.6i'0.89 $2 428 380.44 $0.00 $33,486,622.88 SUMMARY OF CASH: DEMAND DEPOSITS: GENERALACCOUNT ($364,518.98) PAYROLL ACCOUNT 36,983.61 CHANGE FUND 250.00 PETTY CASH ACCOUNT 500.00 TOTAL DEMAND DEPOSITS ($326,785.37) INVESTMENTS: US TREASURY Money Market Acct. $694,311.68 LOCAL AGENCY INVESTMENT FD 29,905,221.13 FED HOME LOAN BANK NOTE - 2.0 yr 1,000,000.00 FED HOME LOAN BANK NOTE - 1.0 yr 1,000,000.00 FED FARM CREDIT NOTE - 2.5 yr 1,000,000.00 CASH WITH FISCAL AGENT: US TREASURY Money Market Account 61,840.64 LOCAL AGENCY INVESTMENT FD 152,034.80 (Bond Proceeds Account) TOTAL INVESTMENTS 33,813,408.25 TOTAL CASH $33,486 622.88 Note: The City of Diamond Bar is invested in the State Treasurer's Local Agency Investment Fund. There are two LAIF accounts set up. The regular account's funds are available for withdrawal within 24 hours. The LAIF Bond Proceeds account's withdrawals require 30 days notice. In addition, the City has started investing in longer term investments. These investments are detailed on the attached Investment Report. All investments are placed in accordance with the City of Diamond Bar's Investment Policy. The above summary provides sufficient cash flow liquidity to meet the next six month's estimated expenditures. r 14 L6 'ANL Linda C. Lowry, Treasurer N M v 0 0 0 o e e o e e o W N N '0 yO N to M N N O M M t(J N 1n N m M M Z o e a e 0 0 0 0 a 0 W W N W m N N a W M� I O M N N Ih M M M N O V d' M M M " M r O N W pm m N r c Y G N � � O tO O I� (V (V 0 0 0 N N N o O o 4 Q 4 Q G 4 Q 4 11 v v v 0 0 0 Z Z Z y M d d d C C C Y M 0 0 Z Z 0 Z >>> U V U C c2 C N dO d0 D O D C J C U m w m 0, m 0 0 c c c v v w LL 2 v 2^ v v d m m v 0 0 w 0 y Q m m UU J � LL IL li IL 11 li � j N_ O N a W a •• ••+ J U U U Qp Q f=J t=J d Y (n N m N M m U U O m C C C C C C IL lL OI OI OI e m OI m 0 OI 00 C C p IL IL IL LL LL IL LL d N m m y N N Ul N N Vl N O O 333 >> X3333 CITY COUNCIL xO$YOR�G TO: Honorable Mayor and Members ohe City Council i VIA: Linda C. Lowry, City Manage Agenda # 6.4 Meeting Date: 11/01/2005 AGENDA REPORT TITLE: RESOLUTION NO. 2005 -XX APPROVING THE APPLICATION FOR GRANT FUNDS IN THE AMOUNT OF $45,000 FOR THE CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY INTEGRATED WASTE MANAGEMENT BOARD TIRE -DERIVED PRODUCT (TDP) GRANT PROGRAM TO PROVIDE RESILIENT PLAYGROUND SURFACING AS A COMPONENT OF THE PAUL C. GROW PARK AND SYCAMORE CANYON PARK PLAYGROUND PROJECTS. RECOMMENDATION: Adopt Resolution. FINANCIAL IMPACT: If awarded, the grant would secure $45,000 toward the installation of rubberized improvements of the playgrounds at Paul C. Grow Park and Sycamore Canyon Park BACKGROUND: The California Integrated Waste Management Board (CIWMB) offers a Tire - Derived Product (TDP) Grant Program to promote markets for recycled -content products derived from waste tires generated in California. Section 42889(g) of the Public Resources Code (PRC) requires CIWMB to assist in developing markets for waste tires. Further, PRC 42872(a) allows for the awarding of grants to public entities involved in activities and applications that result in reduced landfill disposal or stockpiling of waste tires. The TDP Grant Program increases markets for waste tire rubber and educates the public on waste tire product uses. In order to comply with the Americans with Disabilities Act (ADA) accessibility requirements for a play equipment area, resilient surfacing must be provided along the accessible route for areas within 8 feet of play equipment. Resilient surfacing, manufactured using waste tires, provides the safe, firm, and stable surface, which meets the ADA requirements. If awarded, the grant funds wil be used for the installation of resilient playground surfacing, manufactured from 100 percent California waste tires, at Paul C. Grow Park and Sycamore Canyon Park as a component of these ADA retro -fit projects. The grant award amount is determined based on the number of tires diverted by the project. Grantees will be awarded the actual cost per recycled 100% California waste tire up to a maximum of $10 per tire up to the maximum available award of $100,000. Eligible costs are limited to material costs and cannot include installation and/or production costs. DISCUSSION: The City's Community Services staff is preparing the Tire -Derived Product Grant. The application is due November 10, 2005. This adoption of the resolution is a required element of the grant application. ATTACHMENT: Resolution No. 2005 -XX PREPARED BY: Alison Meyers, Recreation Specialist Director of Community Services RESOLUTION NO. 2005 -XX RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DIAMOND BAR APPROVING THE APPLICATION FOR GRANT FUNDS FOR THE CALIFORNIA ENVIRONMENTAL PROTECTION AGEMENT BOARD ED PRODUCT (TDP) GRANT PROGRAM TIRE -DERIVED FOR THE CONSTRUCTION OF THE PLAYGROUND SURFACING AT PAUL C. GROW PARK AND SYCAMORE CANYON PARK WHEREAS, Senate Bill 876 (Escutia, Statutes of 2000, Chapter 838) authorizes the California Integrated Waste Management Board to establish a grant program to provide opportunities to divert waste tires from landfill disposal, prevent illegal tire dumping, and to promote markets for recycled -content waste tire products; and WHEREAS, the California Integrated Waste Management Board has been delegated the responsibility for the administration of the program within the State, setting up necessary procedures governing application by California cities, counties, city and county, special districts or political subdivisions thereof, and qualifying California Indian tribes; and WHEREAS, said procedures established by the California Integrated Waste Management Board require the applicant to certify by resolution approval of the application before submission of said application to the State; and WHEREAS, if awarded a grant, the applicant will enter into an agreement with the State of California for development of the project. NOW, THEREFORE, BE IT RESOLVED that the City of Diamond Bar authorizes the submittal of an application to the California Integrated Waste Management Board for a FY 2005/2006 Tire - Derived Product (TDP) Grant Program. The City Manager of the City of Diamond Bar or his or her designee, is hereby authorized and empowered to execute in the name of the City of Diamond Bar all necessary applications, contracts, agreements, amendments and payment requests hereto for the purposes of securing grant funds and to implement and carry out the purposes specified in the grant application. The foregoing Resolution was Passed, Adopted and Approved by the City Council of the City of Diamond Bar this first day of November 2005. WEN CHANG, MAYOR I, LINDA C. LOWRY, City Clerk of the City of Diamond Bar, do hereby certify that the foregoing Resolution was passed, adopted and approved at a regular meeting of the City Council of the City of Diamond Bar held on the first day of November, 2005, by the following vote: AYES: COUNCIL MEMBERS: NOES: COUNCIL MEMBERS: ABSENT: COUNCIL MEMBERS: ABSTAIN: COUNCIL MEMBERS: ATTEST: LINDA LOWRY, CITY CLERK CITY OF DIAMOND BAR CITY COUNCIL Agenda # Meeting Date: 11/01/05 AGENDA REPORT TO: Honorable Mayor and Members of the City Council VIA: Linda C. Lowry, City Manager, TITLE: AWARD OF CONTRACT TO RJM DESIGN GROUP FOR DESIGN OF PARKWAY IMPROVEMENTS AND PANTERA PARK RESTROOM / STORAGE BUILDING IN THE AMOUNT OF $65,153, PLUS A CONTINGENCY AMOUNT OF $6,000 FOR A TOTAL AUTHORIZATION OF $71,153. RECOMMENDATION: Award Contract. FINANCIAL IMPACT: $551,000 is included in the 2005/06 FY budget for this project. A portion of the funds, $35,000, is a donation from Diamond Bar AYSO and is earmarked for the storeroom/restroom building at Pantera Park. BACKGROUND: Staff released an RFP on August 15, 2005 to obtain a Landscape Architect to design the following projects included in the adopted 2005/06 FY CIP budget: Landscape Improvements along Fallowfield at Cold Spring Lane Landscape Improvements along Prospectors and along Sunset Crossing Pantera Park Storeroom, Restroom and Drinking Fountain Seven proposals were received and reviewed, and the five most qualified firms were interviewed. The results of the interviews are: 1. RJM Design Group 2. David Evans & Associates 3. Purkiss Rose -RSI 4. Hirsch & Associates 5. David Volz Design The two firms that submitted proposals but were not interviewed are: Mia Lehrer & Associates Miralles Associates The original fee proposed by RJM Design Group was $79,380. Staff negotiated the fee with RJM Design Group and they agreed to the base contract amount of $65,153. This is the same proposed fee that was submitted by the number two ranked firm, David Evans & Associates. The contingency amount of $6,000 is for reimbursables such as blue prints, schematics, exhibits, graphics, copying and shipping costs. DISCUSSION: RJM Design Group has successfully completed other projects for the City of Diamond Bar, including the ADA Retro -fit of Maple Hill Park and the design of Pantera Park. This company has been in business for over 20 years and is very well qualified to complete the design work involved with this contract, which includes: Landscaping and irrigation system design along Fallowfield at Cold Spring Lane Landscaping and irrigation system design along Prospectors north of Golden Springs to the 60 Freeway Landscaping and irrigation system design along Prospectors south of Sunset Crossing Landscaping and irrigation system design along Sunset Crossing across from Navajo Springs Design of Pantera Park Storeroom and Restroom Building, with a Drinking Fountain The aggressive schedule for this project will have the construction of the Pantera Park Storeroom and Restroom Building completed in time for the Fall, 2006 soccer season. Director of Community Services Attachment: Consulting Services Agreement CONSULTING SERVICES AGREEMENT THIS AGREEMENT is made as of November 1 2005 by and between the City of Diamond Bar, a municipal corporation ("City") and RJM Design Group, ("Consultant"). RECITALS A. City desires to utilize the services of Consultant as an independent contractor to provide consulting services to City as set forth in Exhibit "A", the City's Request for Proposals. B. Consultant represents that it is fully qualified to perform such consulting services by virtue of its experience and the training, education and expertise of its principals and employees. NOW, THEREFORE, in consideration of performance by the parties of the covenants and conditions herein contained, the parties hereto agree as follows: 1. Consultant's Services. A. Scope of Services. The nature and scope of the specific services to be performed by Consultant are as described in Exhibit "B" the Consultant's Response, dated September 22 2005 to the City's Request for Proposals. B. Level of Services/Time of Performance. The level of and time of the specific services to be performed by Consultant are as set forth in Exhibit "B." 2. Term of Agreement. This Contract shall take effect November 1, 2005 and shall continue until December 31, 2006 unless earlier terminated pursuant to the provisions herein. 3. Compensation. City agrees to compensate Consultant for services which Consultant performs to the satisfaction of City in compliance with the schedule set forth in Exhibit "B " Payment will be made only after submission of proper invoices in the form specified by City. Total payment to Consultant pursuant to this Agreement shall not exceed $65,153, plus $6,000 for reimbursables for a total not to exceed amount of $71,153.. 4. General Terms and Conditions. In the event of any inconsistency between the provisions of this Agreement and Consultant's proposal, the provisions of this Agreement shall control. 5. Addresses. City: City of Diamond Bar Linda C. Lowry, City Manager 21825 Copley Drive Diamond Bar, CA 91765-4178 Consultant: RJM Design Group Larry P. Ryan, Principal 31591 Camino Capistrano San Juan Capistrano, CA 92675 6. Status as Independent Consultant. A. Consultant is, and shall at all times remain as to City, a wholly independent contractor. Consultant shall have no power to incur any debt, obligation, or liability on behalf of City or otherwise act on behalf of City as an agent. Neither City nor any of its agents shall have control over the conduct of Consultant or any of Consultant's employees, except as set forth in this Agreement. Consultant shall not, at any time, or in any manner, represent that it or any of its agents or employees are in any manner agents or employees of City. B. Consultant agrees to pay all required taxes on amounts paid to Consultant under this Agreement, and to indemnify and hold City harmless from any and all taxes, assessments, penalties, and interest asserted against City by reason of the independent contractor relationship created by this Agreement. In the event that City is audited by any Federal or State agency regarding the independent contractor status of Consultant and the audit in any way fails to sustain the validity of a wholly independent contractor relationship between City and Consultant, then Consultant agrees to reimburse City for all costs, including accounting and attorney's fees, arising out of such audit and any appeals relating thereto. C. Consultant shall fully comply with the workers' compensation law regarding Consultant and Consultant's employees. Consultant further agrees to indemnify and hold City harmless from any failure of Consultant to comply with applicable worker's compensation laws. City shall have the right to offset against the amount of any fees due to Consultant under this Agreement any amount due to City from Consultant as a result of Consultant's failure to promptly pay to City any reimbursement or indemnification arising under this Section 6. 7. Standard of Performance. Consultant shall perform all work at the standard of care and skill ordinarily exercised by members of the profession under similar conditions. 8. Indemnification. Consultant agrees to indemnify the City, its officers, agents, volunteers, employees, and attorneys against, and will hold and save them and each of them harmless from, and all actions, claims, damages to persons or property, penalties, obligations, or liabilities that may be asserted or claimed by any person, firm, entity, corporation, political subdivision or other organization arising out of the acts, errors or omissions of Consultant, its agents, employees, subcontractors, or invitees, including each person or entity responsible for the provision of services hereunder. In the event there is more than one person or entity named in the Agreement as a Consultant, then all obligations, liabilities, covenants and conditions under this Section 8 shall be joint and several. 9. Insurance. Consultant shall at all times during the term of this Agreement carry, maintain, and keep in full force and effect, with an insurance company admitted to do business in California and approved by the City (1) a policy or policies of broad -form comprehensive general liability insurance with minimum limits of $1,000,000.00 combined single limit coverage against any injury, death, loss or damage as a result of wrongful or negligent acts by Consultant, its officers, employees, agents, and independent contractors in performance of services under this Agreement; (2) property damage insurance with a minimum limit of $500,000.00; (3) automotive liability insurance, with minimum combined single limits coverage of $500,000.00; (4) professional liability insurance (errors and omissions) to cover or partially cover damages that may be the result of errors, omissions, or negligent acts of Consultant, in an amount of not less than $1,000,000 per occurrence; and (5) worker's compensation insurance with a minimum limit of $500,000.00 or the amount required by law, whichever is greater. City, its officers, employees, attorneys, and volunteers shall be named as additional insureds on the policy (ies) as to comprehensive general liability, property damage, and automotive liability. The policy (ies) as to comprehensive general liability, property damage, and automobile liability shall provide that they are primary, and that any insurance maintained by the City shall be excess insurance only. A. All insurance policies shall provide that the insurance coverage shall not be non -renewed, canceled, reduced, or otherwise modified (except through the addition of additional insureds to the policy) by the insurance carrier without the insurance carrier giving City thirty (30) day's prior written notice thereof. Consultant agrees that it will not cancel, reduce or otherwise modify the insurance coverage. B. All policies of insurance shall cover the obligations of Consultant pursuant to the terms of this Agreement; shall be issued by an insurance company which is admitted to do business in the State of California or which is approved in writing by the City; and shall be placed with a current A.M. Best's rating of no less that A VII. C. Consultant shall submit to City (1) insurance certificates indicating compliance with the minimum worker's compensation insurance requirements above, and (2) insurance policy endorsements indicating compliance with all other minimum insurance requirements above, not less that one (1) day prior to beginning of performance under this Agreement. Endorsements shall be executed on City's appropriate standard forms entitled "Additional Insured Endorsement", or a substantially similar form which the City has agreed in writing to accept. 10. Confidentiality. Consultant in the course of its duties may have access to confidential data of City, private individuals, or employees of the City. Consultant covenants that all data, documents, discussion, or other information developed or received by Consultant or provided for performance of this Agreement are deemed confidential and shall not be disclosed by Consultant without written authorization by City. City shall grant such authorization if disclosure is required by law. All City data shall be returned to City upon the termination of this Agreement. Consultant's covenant under this section shall survive the termination of this Agreement. Notwithstanding the foregoing, to the extent Consultant prepares reports of a proprietary nature specifically for and in connection with certain projects, the City shall not, except with Consultant's prior written consent, use the same for other unrelated projects. 11. Ownership of Materials. All materials provided by Consultant in the performance of this Agreement shall be and remain the property of City without restriction or limitation upon its use or dissemination by City. 12. Conflict of Interest. A. Consultant covenants that it presently has no interest and shall not acquire any interest, director or indirect, which may be affected by the services to be performed by Consultant under this Agreement, or which would conflict in any manner with the performance of its services hereunder. Consultant further covenants that, in performance of this Agreement, no person having any such interest shall be employed by it. Furthermore, Consultant shall avoid the appearance of having any interest which would conflict in any manner with the performance of its services pursuant to this Agreement. B. Consultant covenants not to give or receive any compensation, monetary or otherwise, to or from the ultimate vendor(s) of hardware or software to City as a result of the performance of this Agreement. Consultant's covenant under this section shall survive the termination of this Agreement. 13. Termination. Either party may terminate this Agreement with or without cause upon fifteen (15) days' written notice to the other party. However, Consultant shall not terminate this Agreement during the provision of services on a particular project. The effective date of termination shall be upon the date specified in the notice of termination, or, in the event no date is specified, upon the fifteenth (15th) day following delivery of the notice. In the event of such termination, City agrees to pay Consultant for services satisfactorily rendered prior to the effective date of termination. Immediately upon receiving written notice of termination, Consultant shall discontinue performing services. 14. Personnel. Consultant represents that it has, or will secure at its own expense, all personnel required to perform the services under this Agreement. All of the services required under this Agreement will be performed by Consultant or under it supervision, and all personnel engaged in the work shall be qualified to perform such services. Consultant reserves the right to determine the assignment of its own employees to the performance of Consultant's services under this Agreement, but City reserves the right, for good cause, to require Consultant to exclude any employee from performing services on City's premises. 15. Non -Discrimination and Equal Employment Opportunity. A. Consultant shall not discriminate as to race, color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition, or sexual orientation, in the performance of its services and duties pursuant to this Agreement, and will comply with all rules and regulations of City relating thereto. Such nondiscrimination shall include but not be limited to the following: employment, upgrading, demotion, transfers, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. B. Consultant will, in all solicitations or advertisements for employees placed by or on behalf of Consultant state either that it is an equal opportunity employer or that all qualified applicants will receive consideration for employment without regard to race, color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition, or sexual orientation. C. Consultant will cause the foregoing provisions to be inserted in all subcontracts for any work covered by this Agreement except contracts or subcontracts for standard commercial supplies or raw materials. 16. Assignment. Consultant shall not assign or transfer any interest in this Agreement nor the performance of any of Consultant's obligations hereunder, without the prior written consent of City, and any attempt by Consultant to so assign this Agreement or any rights, duties, or obligations arising hereunder shall be void and of no effect. 17. Performance Evaluation. For any contract in effect for twelve months or longer, a written annual administrative performance evaluation shall be required within ninety (90) days of the first anniversary of the effective date of this Agreement, and each year thereafter throughout the term of this Agreement. The work product required by this Agreement shall be utilized as the basis for review, and any comments or complaints received by City during the review period, either orally or in writing, shall be considered. City shall meet with Consultant prior to preparing the written report. If any noncompliance with the Agreement is found, City may direct Consultant to correct the inadequacies, or, in the alternative, may terminate this Agreement as provided herein. 18. Compliance with Laws. Consultant shall comply with all applicable laws, ordinances, codes and regulations of the federal, state, and local governments. 19. Non -Waiver of Terms, Rights and Remedies. Waiver by either party of any one or more of the conditions of performance under this Agreement shall not be a waiver of any other condition of performance under this Agreement. In no event shall the making by City of any payment to Consultant constitute or be construed as a waiver by City of any breach of covenant, or any default which may then exist on the part of Consultant, and the making of any such payment by City shall in no way impair or prejudice any right or remedy available to City with regard to such breach or default. 20. Attorney's Fees. In the event that either party to this Agreement shall commence any legal or equitable action or proceeding to enforce or interpret the provisions of this Agreement, the prevailing party in such action or proceeding shall be entitled to recover its costs of suit, including reasonable attorney's fees and costs, including costs of expert witnesses and consultants. 21. Notices. Any notices, bills, invoices, or reports required by this Agreement shall be deemed received on (a) the day of delivery if delivered by hand during regular business hours or by facsimile before or during regular business hours; or (b) on the third business day following deposit in the United States mail, postage prepaid, to the addresses heretofore set forth in the Agreement, or to such other addresses as the parties may, from time to time, designate in writing pursuant to the provisions of this section. 22. Governing Law. This Contract shall be interpreted, construed and enforced in accordance with the laws of the State of California. 23. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be the original, and all of which together shall constitute one and the same instrument. 24. Entire Agreement. This Agreement, and any other documents incorporated herein by specific reference, represent the entire and integrated agreement between Consultant and City. This Agreement supersedes all prior oral or written negotiations, representations or agreements. This Agreement may not be amended, nor any provision or breach hereof waived, except in a writing signed by the parties which expressly refers to this Agreement. Amendments on behalf of the City will only be valid if signed by the City Manager or the Mayor and attested by the City Clerk. 25. Exhibits. All exhibits referred to in this Agreement are incorporated herein by this reference. IN WITNESS WHEREOF, the parties have executed this Agreement as of the date first written above. "City" ATTEST: Linda Lowry, City Clerk Approved as to form: By: City Attorney "CONSULTANT" By: Its: CITY OF DIAMOND BAR By: Wen Chang, Mayor ADDITIONAL INSURED ENDORSEMENT COMPREHENSIVE GENERAL LIABILITY Name and address of named insured (`Named Insured'): Name and address of Insurance Company ("Company'): General description of agreement(s), permit(s), license(s), and/or activity (ies) insured: Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the "Policy") or in any endorsement now or hereafter attached thereto, it is agreed as follows: 1. The ("Public Agency"), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the "Additional Insureds") under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy. 2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy. 3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability. 4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall covered as third -party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy. ADDITIONAL INSURED ENDORSEMENT COMPREHENSIVE GENERAL LIABILITY 5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds. 6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non -renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereof. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement. 7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds. 8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance. 9. This endorsement and all notices given hereunder shall be sent to Public Agency at: City of Diamond Bar Linda C. Lowry, City Manager 21825 Copley Drive Diamond Bar, CA 91765-4178 9. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached. TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF THIS ENDORSEMENT ATTACHES FROMITO LIABILITY 10. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes: ❑ Contractual Liability ❑ Owners/Land lords/Tenants ❑ Manufacturers/Contractors ❑ Products/Completed Operations ❑ Broad Form Property Damage ❑ Explosion Hazard ❑ Collapse Hazard ❑ Underground Property Damage ❑ Pollution Liability ❑ Liquor Liability ❑ Extended Bodily Injury ❑ ❑ Broad Form Comprehensive ❑ ❑ General Liability Endorsement El 11. A ❑ deductible or ❑ self-insured retention (check one) of $ applies to all coverage(s) except: (if none, so state). The deductible is applicable ❑ per claim or ❑ per occurrence (check one). 12. This is an ❑ occurrence or ❑ claims made policy (check one). 13. This endorsement is effective on at 12:01 A.M. and forms a part of Policy Number (print name), hereby declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company. Executed 12005 Signature of Authorized Representative (Original signature only; no facsimile signature or initialed signature accepted) Phone No.: ( ) ADDITIONAL INSURED ENDORSEMENT AUTOMOBILE LIABILITY Name and address of named insured ("Named Insured'): Name and address of Insurance Company ("Company'): General description of agreement(s), permit(s), license(s), and/or activity(ies) insured: Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the "Policy") or in any endorsement now or hereafter attached thereto, it is agreed as follows: 1. The ("Public Agency"), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the "Additional Insureds") under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy. 2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy. 3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability. 4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall covered as third -party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy. ADDITIONAL INSURED ENDORSEMENT COMPREHENSIVE GENERAL LIABILITY 5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds, 6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non -renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement. 7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds. 8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance. 9. This endorsement and all notices given hereunder shall be sent to Public Agency at: City of Diamond Bar Linda C. Lowry, City Manager 21825 Copley Drive Diamond Bar, CA 91765-4178 10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached. TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY ADDITIONAL INSURED ENDORSEMENT AUTOMOBILE LIABILITY 11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes: ❑ Any Automobiles Ll All Owned Automobiles ❑ Non -owned Automobiles ❑ Hired Automobiles ❑ Scheduled Automobiles ❑ Garage Coverage ❑ Truckers Coverage ❑ Motor Carrier Act ❑ Bus Regulatory Reform Act Public Livery Coverage 12. A ❑ deductible or ❑ self-insured retention (check one) of— applies to all coverage(s) except: (if none, so state). The deductible is applicable ❑ per claim or ❑ per occurrence (check one). 13. This is an ❑ occurrence or ' claims made policy (check one). 14. This endorsement is effective on at 12:01 A.M. and forms a part of Policy Number I, (print name), hereby declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company. Executed 12005 Phone No.: ( ) Signature of Authorized Representative (Original signature only, no facsimile signature or initialed signature accepted) ADDITIONAL INSURED ENDORSEMENT AUTOMOBILE LIABILITY ADDITIONAL INSURED ENDORSEMENT EXCESS LIABILITY Name and address of named insured ("Named Insured"): Name and address of Insurance Company (`Company'): General description of agreement(s), permit(s), license(s), and/or activity(ies) insured: Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the "Policy") or in any endorsement now or hereafter attached thereto, it is agreed as follows: 1. The ("Public Agency"), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the "Additional Insureds") under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy. 2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy. 3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability. 4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall covered as third -party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy. ADDITIONAL INSURED ENDORSEMENT COMPREHENSIVE GENERAL LIABILITY 5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds. 6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non- renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement. 7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with he Named regard to oprations performed by or t, ore subsequent active or passe nbeglige nceehalf f tby the Additional) Insless of any prior, Insurregareds. 8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance. 9. This endorsement and all notices given hereunder shall be sent to Public Agency at: City of Diamond Bar Linda C. Lowry, City Manager 21825 Copley Drive Diamond Bar, CA 91765-4178 10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached. TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF LIABILITY THIS ENDORSEMENT ATTACHES FROM/TO ❑ Following Form ❑ Umbrella Liability 11. Applicable underlying coverages: INSURANCE COMPANY POLICY NO. AMOUNT ADDITIONAL INSURED ENDORSEMENT EXCESS LIABILITY 12. The following inclusions, exclusions, extensions or specific provisions relate to the above coverages: 13. A El deductible or Ll self-insured retention (check one) of $_ _ _ — applies to all (if none, so coverage(s) except: state). The deductible is applicable ❑ per claim or ❑ per occurrence (check one). 14. This is an ❑ occurrence or Ll claims made policy (check one). 15. This endorsement is effective on at 12:01 A.M. and forms a part of Policy Number (print name), hereby declare I, the under penalty Company to this endorsement and that by my ef perjury under the laws of the xecute tion hereof, I do soa, that l bindthe Company.to bind t e Executed Phone No.:( 2005 Signature of Authorized Representative (Original signature only; no facsimile signature or initialed signature accepted) ADDITIONAL INSURED ENDORSEMENT EXCESS LIABILITY Filename: City Council Report — Award of Contract to RJM Design Work -- Parkways and Pantera Restrooms-Storage Bldg -- 11-01-05.doe Directory: C:ADocuments and Settings\BobR\My Documents Template: C:\Documents and Settings\BobR\Application Data\Microsoft\Templates\Normal . dot Title: Subject: Author: Diamond Bar Keywords: Comments: Creation Date: 10/26/2005 6:55 PM Change Number: 8 Last Saved On: 10/28/2005 9:32 AM Last Saved By: Total Editing Time: 81 Minutes Last Printed On: 10/28/2005 9:32 AM As of Last Complete Printing Number of Pages: 17 Number of Words: 5,391 (approx) Number of Characters: 30,729 (approx.) Agenda # -E,-6 Meeting Date: November 1 2005 CITY COUNCIL AGENDA REPORT �, _ TO: Honorable Mayor and Members of the City Council VIA: Linda C. Lowry, City Manager AR LESS PCS, LLC, TITLE: GRAEASEMENT FORNUSE F OF EXISTING CITY OWNED LACCE SE ROAD TO THE EASTGATE WATER TANK SITE RECOMMENDATION: Approve and authorize the City Manager to execute the Grant of Easement. FINANCIAL IMPACT: The proposed recommendation includes an annual income to the City of $5,000. BACKGROUND/DISCUSSION: Upon the recordation of Diamond Hills (Pulte), the ownership of the existing access/service road from Eastgate Drive to the Walnut Valley Water District's Eastgate Reservoir was transferred to the City of Diamond Bar. The applicant, New Cingular Wireless PCS, LLC, requests approval of a Grant of Easement for access and utilities in the City owned access/service road. The applicant intends to construct a wireless telecommunications facility on the Walnut Valley Water District's (WVWD) site. The proposed antenna array design is mounted on a faux leafy tree adjacent to the WVWD tank in conformance with the City's Telecommunication Facilities Ordinance. The work includes underground electrical and telephone utilities planned in the Diamond Bar's access road. The Grant of Easement agreement has been reviewed and approved by the City Attorney and includes a yearly fee of $5,000 with Consumer Price Index (CPI) increases. Previously the City Council has approved Grants of Easement for Pacific Bell Wireless in July 2000, and Cox PCS in 2001. Once the City Council approves the Grant of Easement, the applicant can submit a Conditional Use Permit application for the telecommunication facility to be considered by the Planning Commission. fl Prepared by: Linda Smith Development Services Associate Reviewed N6ncy Fong Interim Comm ve opment Director Attachments: 1. Grant of Easement; 2. Aerial; Word: comdev/lindasmith/councilreports/grantofeasement eastgate... 2 RECORDING REQUEST BY: Citi of Diamond Bar WHEN RECORDED MAIL TO: Cit,lof Diamond Bar 21825 Copley Drive Diamond Bar, CA 91765 Space Above Line For Recorders Use Only GRANT OF EASEMENTS (Access and Utilities) This GRANT OF EASEMENTS is made as of this day of _ 200, by and between the City of Diamond Bar, a municipal corporation ("Grantor"), and NEW CINGULAR WIRELESS PCS, LLC, A Delaware limited liability company ("Grantee"). RECITALS A. Grantor owns that certain real property located in the County of Los Angeles, State of California, described in Exhibit "A" attached hereto (the "Property') which includes that certain real property described in Exhibit "B" attached hereto (the "Easement Area"). B. Grantee is leasing, or intends to lease, a portion of that certain real property described on Exhibit "C" attached hereto (the "Premises') for purposes of operating certain mobile/wireless communications facilities (Grantee's Facilities"). Grantor wishes to grant to Grantee certain easements over, under and across the Easement Area pursuant to this instrument, for use in connection with Grantee's use of the Premises and operation of Grantee's Facilities. AGREEMENT NOW THEREFORE, in consideration of the foregoing recitals and other valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. Grant of Easements. Grantor does hereby grant to Grantee the following easements for the benefit of Grantee and Grantee's successors in interest, assigns, agents, contractors, employees, lessees, sublessees and licensees (collectively, the "Permitted Users'): (a) Access Easement. A nonexclusive easement ("Access Easement") over and across the Access Easement Area for vehicular and pedestrian ingress and egress to and from the Premises; and (b) Utility Easement. A nonexclusive ("Utility Easement") over, across and under the Utility Easement Area for purposes of installing, maintaining, repairing, replacing and using utility facilities and related improvements to be utilized by Grantee in connection with Grantee's use of the Premises including, without limitation, electrical and telephone facilities. Inititals: _ _ 2. Consideration. Grantee shall pay Grantor in advance to Grantor's address specified in Section 6, Notices, the sum of Five Thousand and no/900 (Dollars (S5000.00) annual) plus adjustment for CAI ("Consideration Fee") commencing on 200—. (a) Limited CPI Adiustment. The parties agree that the Annual Rent shall be adjusted annually throughout the term of the Lease on each anniversary of the Effective Date (or the first day of the month in which such anniversary occurs) beginning as of the first anniversary of the Effective Date by the lesser of: (1) three percent (3 %) or (b) the percentage change in the most recent published Consumer Price Index (1982-84=100) Urban Wage Earners and Clerical Workers - Los Angeles, Anaheim, Riverside ("Index") compared to the Index published twelve (12) months earlier. If the Index is discontinued or changed so that it is impossible to obtain a continuous measurement of price changes, the Index shall be replaced by a comparable government index. (b) Payments. All payments due under this Easement, including Consideration are conditioned upon Grantor and Grantee executing this Easement, and Grantee receiving a completed Substitute W-9 Form from Grantor. 3. Maintenance and Repair. Grantor shall be responsible for the maintenance and repair of the Easement Area. Notwithstanding the foregoing, following installation of Grantee's utility improvements, Grantee shall restore the Easement Area to the condition the Easement Area was in prior to any work performed by Grantee, and Grantee shall be responsible for repairing any damage to the Easement Area caused by Grantee or any other Permitted Users. 4. Termination, The Utility Easement and Access Easement shall terminate concurrently with the expiration or earlier termination of Grantee's leasehold interest in the Premises. Upon termination, Grantee shall, at Grantor's request, execute and record in the public records for the county in which the Easement Area is located a quitclaim deed relinquishing all its easement rights hereunder. 5. Binding on Successors. The easements granted herein shall be appurtenant to the Premises and shall encumber and run with Easement Area until terminated as provided herein. 6. Notices. Any notice or demand required to be given herein shall be made by certified or registered mail, return receipt requested, or reliable overnight mail to the address of the perspective parties set forth below: If to Grantee: c/o Cingular Wireless LLC Attn: Network Real Estate Administration Re: Cingular Wireless Cell Site #: SV0020-E1; Cell Site Name: Eastgate Water Tank Easement 6100 Atlantic Boulevard Norcross, Georgia 30071 With a copy to: Cingular Wireless LLC Attn.: Legal Department Re: Cingular Wireless Cell Site #: SV0020-E1; Cell Site Name: Eastgate Water Tank Easement 15 E Midland Ave. Paramus, NJ 07652 Inititals: If to Grantor: City of Diamond Bar 21825 Copley Drive Diamond Bar, CA 91765 Grantor or Grantee may from time to time designate any other address for this purpose by written notice to the other party. IN WITNESS WHEREOF, Grantor and Grantee have executed this Grant of Easements so as to be effective on the day and year first above written. GRANTOR City of Diamond Bar 21825 Copley Drive Diamond Bar, CA 91765 M Name: Linda C Lowry GRANTEE New Cingular Wireless PCS, LLC a Delaware limited liability company 12900 Park Plaza Drive Cerritos, CA , 90703.8564 By: // Name: r cy UAN6MAAJ Title: City Manager Title: ., ,a� sEn� ����vva .c �ro r r Signatures shall be notarized ACKNOWLEDGEMENTS ATTACHED 3 lnititals: _ LEGA! DESCRIPTION OF GRANTOR'S PROPERTY The Property of which the Easement Area is a part is referred to as follows: Assessor's Parcel Numbers 8701-047-902 and 8701-047-903 And more particularly described as all that real property located in the State of California, County of Los Angeles, described as follows: LEGAL DESCRIPTION 9851163 The land referred to herein is situated in the State of California, County of Los Angeles, described as follows: Lot 51 OF TRACT 42576, IN THE CITY OF DIAMOND BAR, AS PER MAP RECORDED IN BOOK 1085 PAGES 38 TO 43 INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. ALSO EXCEPT THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS NOW OR AT ANY TIME HEREAFTER SITUATED THEREIN AND THEREUNDER, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR, PRODUCE, EXTRACT, TAKE AND MINE THEREFROM SUCH OIL, GAS AND OTHER HYDROCARBONS AND MINERALS AND TO STORE THE SAME UPON THE SURFACE OF SAID LAND, OR BELOW THE SURFACE OF SAID LAND, TOGETHER WITH THE RIGHT TO STORE UPON THE SURFACE OF SAID LAND, OIL, GAS AND OTHER HYDROCARBONS AND MINERALS, WHICH MAY BE PRODUCED FROM OTHER LANDS, WITH THE RIGHT OF ENTRY THEREFORE SAID PURPOSES AND WITH THE RIGHT TO CONSTRUCT, USE, MAINTAIN, ERECT, REPAIR, REPLACE AND REMOVE THEREON AND THEREFROM, ALL PIPE LINES, TELEPHONE AND TELEGRAPH LINES, TANKS, MACHINERY, BUILDINGS AND OTHER STRUCTURES WHICH MAY BE NECESSARY AND REQUISITE TO CARRY ON OPERATIONS ON SAID LANDS, WITH RIGHT TO ERECT, MAINTAIN, OPERATE AND REMOVE A PLANT, WITH ALL NECESSARY APPURTENANCES FOR THE EXTRACTION OF GASOLINE FROM GAS, INCLUDING ALL RIGHTS NECESSARY OR CONVENIENT THERETO, AS EXCEPTED AND RESERVED IN THE DEED FROM TRANSAMERICA DEVELOPMENT COMPANY, A CORPORATION, RECORDED MARCH 29, 1968 AS DOCUMENT NO. 2456 IN BOOK D3955 PAGE 185, OFFICIAL RECORDS, AND RE- RECORDED NNE 19, 1969 AS DOCUMENT NO. 1776 IN BOOK D4407 PAGE 591, OFFICIAL RECORDS, WITHOUT, HOWEVER, THEE RIGHT OF SURFACE ENTRY AS SAID RIGHTS TO THE USE OF THE SURFACE AND SUBSURFACE TO A DEPTH OF 500 FEET FROM THE SURFACE FOR ANY PURPOSE INCIDENTAL TO THE OWNERSHIP OF ALL OIL, GAS AND OTHER HYDROCARBON SUBSTANCES AND MINERALS WERE QUITCLAIMED WITH RESPECT TO SAID PARCEL MAP 1753, IN DEED RECORDED OCTOBER 16, 1970 AS INSTRUMENT NO. 1672 WITH RESPECT TO A PORTION THEREOF, IN DEED RECORDED NOVEMBER 12, 1970 AS INSTRUMENT NO. 2112, WITH RESPECT TO A PORTION THEREOF, IN DEED RECORDED MAY 21, 1973 AS INSTRUMENT NO. 1446 AND WITH RESPECT TO SAID TRACT 31479 IN DEED RECORDED DECEMBER 24, 1981 AS INSTRUMENT NO. 81-1263075. End of Legal Description Initilals: EXHIBIT B LEGAL DESCRIPTION OF THE EASEMENT (See attached legal description consisting of Two (2) page(s).) Inititals: SHEET 1 O 2 EXHIBIT "A" A STRIP OF LAND 15 FEET IN WIDTH LYING WITHIN LOT 51 TRACT NO 42576 RECORDED IN BOOK 1085 PAGES 38 THROUGH 43, INCLUSIVE,OF TRACT MAPS FILED IN THE OFFICE OF THE COUNTY RECORDER, COUNTY OLOS ANGELES, STATE OF CALIFORNIA. THE SIDELINES OF SAID STRIP MOPE PARTICULARY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTH T ROUGH 26 ER OF LOT 28 TRACT No, 42577, RECORDED IN O0K1085 PAGE THENCE S22045'00"E 20.00 FEET: - THENCE S16045'00"W 87.00 FEET TO THE BEGINNING OF A NON TANGENT CURVE CURVE. CONCA E TO THE SOUTH, HAVING A RADIUS OF 44.00 FEET AND A RADIAL THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 19°55'56" A DISTANCE OF 15.31 FEET: THENCE NON TANGENT FROM LAST CURVE NORTH N16°45'00"E 94.68': THENCE N22°45'00"W 31.82 FEET: THENCE N54' 27'32"W HAVING .13' To THE US OF BEGINNING FE F A TANGENT CURVE, CONCAVE SOUTHWESTTHENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18°20'05" A DISTANCE OF 82.40 FEET:. THENCE TANGENT FROM SAID CURVE N72° 47'36"W 78.30 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 492.50 FEET: THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17032'28" A DISTANCE OF 150.78 FEET;THE NN AHTANGENTNCURVE, CONCAVGENT FROM IE TORTHEVE NSOUTHTHAVINGBA RADIUS OF 287.50 FIEE ; OF THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76°23'59" A DISTANCE OF 82.40 FEET: ' THENCE TANGENT FROM SAID CURVE S48°20'51"W 17.99 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 37.50 FEET, THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 35°50'25" A DISTANCE OF 23.46 FEET: THENCE TANGENT FROM SAID CURVE S84° 11'16"W 10.68 FEET TO THE BEGINNING OF A TANGENT CURVE:CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 12.50 FEET: THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 71°19'25" A DISTANCE OF 15.56 FEET:THE TO LTHECE TANGENT INEN NOF SAID LOTF510 THAT I N45 URVE0'194E 2863 POINT SAID LOT 51.TANGENT CTHENCEONCAVES 45* TO iTTHE NORTH ONG SAID NORTH HAVING A RADIUSINE OF12750FFEETTWITHNAORADIIAL BEARING VE OF N63° 16'33"E; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 69°05'16" A DISTANCE OF 33.16 FEET: THENCE TANGENT FROM SAID CURVE N84° 1116"E 10.68 FEET TO THE BEGINNING OF A TANGENT CURVE. CONCAVE TO THE NORTH, HAVING A RADIUS OF 52.50 FEET: THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 35°50'25" A DISTANCE OF 32.84 FEET; THENCE TANGENT FROM SAID CURVE N48°20'51"E 17.99 FEET TO THE BEGINNING OF A TANGENT CURVE,CONCAVE TO THE NORTH, HAVING A RADIUS OF 272.50 FEET: THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76°23'59" A DISTANCE NCE OF 363.36 FEET; THEOF A TANGENT CURVE,TCON�AVE ANORTHEASTERLYID CURVE S55' � HAVING6A RADIUS 8,40 T TO THE OF 507.50 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17°32'28" A DISTANCE OF 155.37 FEET; THENCE TANGENT FROM SAID CURVE S72°47'36"E 78.30 FEET TC THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 242.50 FEET: ENCS ALO G ACCURVE E OF 77IDTHROUGH T CENTRAL ANGLE OF 8 THENCE TANGENT FROM SAID CURVE S54. 27'32"E 183.28 FEET: , THENCE S22045'00"E 1.57 FEET TO THE BEGINNINGG OF THIS DESCROPTION. SHOWN ON EXIBIT 8 ATTACHED HERTO AND MADE A PART HEREOF CONTAINING 17,077 SQUARE FEET MORE OR LESS SHEET 2 Cr 2 EXHIBIT "B" N69191 "W 2 2196,45' TO SOUTH EAST CORNER p59°27,41„ OF SECTION 11, T_ 2 S, R. 9 W N28°41'0"E/ -R 155.67 oo 30.00 L 155.67 �� •� 30' ACCESS AND ohs UTILITIES/SLOPE EASEMENT N88°841'W 34°34'58" / R 150.00 &, L 90.54 O•• APN8701-006'900 go'o LOS ANGELES COUNTY / •• °�� • I m V+ 2�• / 2'hry 12°26'40" 3 R 508.60 00.00 LOT 11 P.M. No. 1753 M.B. 28 PG. 28 3� N24- 29'18"W / Al o, 4.48' / ,Ooh 76° 23'59" X N45° 10'19"E / ado R 287.50 383.36 N568.409 W 'a� d`9V 15.98' �% """"j��((( \� R749250 N72°47'36"W Z� L 150.78 78.30 'LN'S3 F' N48°20'51"E \\ 0 18°20'05" p N �6 12.65' 76° 23'59" R 257.50 f. 0 17 5" R 363.50 /l 82.40 v � � 35° 50"5" L 363.36 71° 13'_5.' / �� W w R 12.50 R 37.50 N°2° 45'0"W w L 15.56 l 23.46 17°32'28" 3v° 3L32 z 35° 50"'S" R 507.50 18°2005" -' 69,05,16" . �- R 05,16 R 52.50 L .37 R 242.50 L 33.16' L 32.8477.60 L i N84° 11'16"E N.2° 45'0"W 2c4�iii w 10.68 �=7 - _ IS'ENGF.ESS/EGRESS AND (POINT OF BEGINNING) N?"45'0"W UTILIT'i ".i EASEivIENT THE NORTH EAST CORNER ry N16°;45'0"E OF LOT 28 TRACT NO.42577 IR,6) 8�1 � 94.68 M.B. 1085 PAGE 22-26 9° 5 L 15.31.31 R 44.00 0' 4080'V0,60® SCALE P' • 100' EXHIBIT C DESCRIPTION OF THE PREMISES (See attached legal description consisting of Two (2) page(s).) Initilals: _ — ENEVATIONEFOR' (CLARITY V �• 5� Iy.�{$IS'�i�y � If 2.i 1 �€ • I LL ti I S t 1 w pa IL COUNCIL Agenda # 6.7 Meeting Date: Nov. 1 2005 AGENDA REPORT TO: Honorable Mayor and Members of the City Council VIA: Linda C. Lowry, City Manage TITLE: Resolution No. 2005 -XX, Establishing Salary Ranges for all classes of employment effective November 1, 2005 and April 1, 2006 and rescinding Resolution No. 2005-35 in its entirety in order to implement salary adjustments for the Assistant City Manager RECOMMENDATION: It is recommended that the City Council adopt Resolution No. 2005 -XX establishing job salary schedules for City job classifications to be effective on November 1, 2005 and April 1, 2006. FINANCIAL IMPACT: The attached salary schedule provides a salary adjustment for the Assistant City Manager position of $1,000 per month effective November 1, 2005 and an additional $524 increase effective April 1, 2006 for a budget impact of $9,572 for FY 2005-06. BACKGROUND: Until recently the City had two Assistant City Manager positions, Assistant City Manager — Development Services and Assistant City Manager — Administrative Services. The departure of the Assistant City Manager — Development Services has resulted in the Assistant City Manager — Administrative Services assuming the additional responsibility of supervising Planning, Code Enforcement and Building and Safety. DISCUSSION: A salary survey implemented in the current fiscal year of surrounding cities comparable to Diamond Bar showed the compensation for the City's Assistant City Manager position is 20% below the average salary in the market place. The results of the salary survey are shown below: CITY SALARY (includingauto allowance Chino Hills $10,388 La Mirada $12,243 Walnut $11,560 Yorba Linda $13,162 Diamond Bar $ 9,486 The median salary for the Assistant City Manager position, based on the salary survey above, is $11,560. At the closed session on October 18, 2005, the Council authorized the City negotiator, the City Manager, to adjust the salary for this position to 5% below the median salary and phase the increase in over the next 6 months. The attached resolution provides for an increase of $1,000 per month effective November 1, 2005 and an additional $524 effective on April 1, 2006. After the adjustments, the salary for this position will be 5% below the median salary and 7% below the average salary. The Assistant City Manager position is the only salary that is adjusted in the attached resolution and compensation plans. All other positions remain at the salary level approved by the City Council in June 2005. ATTACHMENT: 1. Resolution No 2005-xx establishing salary ranges and rates effective November 1, 2005 and April 1, 2006. RESOLUTION NO. 2005 - RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DIAMOND BAR APPROVING THE APPLICATION FOR GRANT FUNDS FOR THE CALIFORNIA ENVIRONMENTAL PROTECTION AGEMENT BOARD PRODUCT (TDP) GRANT PROGRAM TIRE - FOR THE CONSTRUCTION OF THE PLAYGROUND SURFACING AT PAUL C. GROW PARK AND SYCAMORE CANYON PARK WHEREAS, Senate Bill 876 (Escutia, Statutes of 2000, Chapter 838) authorizes the California Integrated Waste Management Board to establish a grant program to provide opportunities to divert waste tires from landfill disposal, prevent illegal tire dumping, and to promote markets for recycled -content waste tire products; and WHEREAS, the California Integrated Waste Management Board has been delegated the responsibility for the administration of the program within the State, setting up necessary procedures governing application by California cities, counties, city and county, special districts or political subdivisions thereof, and qualifying California Indian tribes; and WHEREAS, said procedures established by the California Integrated Waste Management Board require the applicant to certify by resolution approval of the application before submission of said application to the State; and WHEREAS, if awarded a grant, the applicant will enter into an agreement with the State of California for development of the project. NOW, THEREFORE, BE IT RESOLVED that the City of Diamond Bar authorizes the submittal of an application to the California Integrated Waste Management Board for a FY 2005/2006 Tire - Derived Product (TDP) Grant Program. The City Manager of the City of Diamond Bar or his or her designee, is hereby authorized and empowered to execute in the name of the City of Diamond Bar all necessary applications, contracts, agreements, amendments and payment requests hereto for the purposes of securing grant funds and to implement and carry out the purposes specified in the grant application. The foregoing Resolution was Passed, Adopted and Approved by the City Council of the City of Diamond Bar this first day of November 2005. WEN CHANG, MAYOR I, LINDA C. LOWRY, City Clerk of the City of Diamond Bar, do hereby certify that the foregoing Resolution was passed, adopted and approved at a regular meeting of the City Council of the City of Diamond Bar held on the first day of November, 2005, by the following vote: AYES: COUNCIL MEMBERS: NOES: COUNCIL MEMBERS: ABSENT: COUNCIL MEMBERS: ABSTAIN: COUNCIL MEMBERS: LINDA LOWRY, CITY CLERK CITY OF DIAMOND BAR Resolution No. 2005 -XX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DIAMOND BAR ESTABLISHING SALARY RANGES FOR ALL CLASSES OF EMPLOYMENT EFFECTIVE NOVEMBER 1, 2005 AND EFFECTIVE ON APRIL 1, 2006 AND RESCINDING RESOLUTION NO. 2005-35 IN ITS ENTIRETY. WHEREAS, the City Council of the City of Diamond Bar has adopted the annual budget for the fiscal year 2005-06; and WHEREAS, the City Council establishes the salary ranges for each position in the classification plan; and WHEREAS, it is the desire of the City Council to adjust salary range 3172, Assistant City Manager on November 11 2005 and on April 1, 2006; NOW THEREFORE it is found, determined and resolved by the City Council of the City of Diamond Bar as follows: 1. The City Council of the City of Diamond Bar does hereby repeal all previous salary resolutions. 2. The attached salary scheduled entitled Compensation Plan —November 2005 (attachment 1) is effective November 1, 2005. 3. The attached salary scheduled entitled Compensation Plan —April 2006 (attachment 2) is effective April 1, 2006. APPROVED AND ADOPTED THIS 1st DAY OF NOVEMBER 2006. Wen Chang, Mayor RANGE JOBTITLE 1037 Office Assistant 1141 Account Clerk 11 Community Services Coordinator Office Assistant It 1203 Parks Maintenance Worker 11 Street Maintenance Worker 11 1257 Senior Account Clerk 1365 Administrative Assistant Permit Technician 1437 Accounting Technician Neighborhood Improvement Officer Recreation Specialist Senior Administrative Assistant 1460 Accountant 11 Building Inspector Junior Engineer Parks & Maint Inspector/ Technician 1480 Public Information Coordinator 1490 Desktop Support Technician CITY OF DIAMOND BAR COMPENSATION PLAN BY POSITION FY 2005-2006 - NOVEMBER 2005 FULL TIME NON-EXEMPT POSITIONS (Job Classifications 1000 -1599) A B C D E 12.89 1,030.9079 2,233.63 26,803.61 14.17 1,133.5194 2,455.96 29,471.50 14.94 1,195.5221 2,590.30 31,083.58 15.62 1,249.2619 2,706.73 32,480.81 16.46 1,316.7081 2,852.87 34,234.41 17.86 1,428.4366 3,094.95 37,139.35 18.87 1,509.6964 3,271.01 39,252.11 13.53 1,082.4533 2,345.32 28,143.79 14.88 1,190.1954 2,578.76 30,945.08 15.69 1,255.2982 2,719.81 32,637.75 16.40 1,311.7250 2,842.07 34,104.85 17.28 1,382.5435 2,995.51 35,946.13 18.75 1,499.8584 3,249.69 38,996.32 19.81 1,585.1812 3,434.56 41,214.71 14.21 1,136.5760 2,462.58 29,550.98 15.62 1,249.7051 2,707.69 32,492.33 16.48 1,318.0632 2,855.80 34,269.64 17.22 1,377.3112 2,984.17 35,810.09 18.15 1,451.6707 3,145.29 37,743.44 19.69 1,574.8513 3,412.18 40,946.13 20.81 1,664.4403 3,606.29 43,275.45 14.92 1,193.4048 2,585.71 31,028.52 16.40 1,312.1904 2,843.08 34,116.95 17.30 1,383.9663 2,998.59 35,983.12 18.08 1,446.1768 3,133.38 37,600.60 19.05 1,524.2542 3,302.55 39,630.61 20.67 1,653.5939 3,582.79 42,993.44 21.85 1,747.6623 3,786.60 45,439.22 23.57 24.74 25.98 27.28 1,885.2198 1,979.4808 2,078.4548 2,182.3775 4,084.64 4,288.87 4,503.32 4,728.48 49,015.71 51,466.50 54,039.82 56,741.82 24.01 25.21 26.47 27.79 1,920.8014 2,016.8415 2,117.6836 2,223.5677 4,161.74 4,369.82 4,588.31 4,817.73 49,940.84 52,437.88 55,059.77 57,812.76 15.66 1,253.0750 2,715.00 32,579.95 17.22 1,377.7999 2,985.23 35,822.80 18.16 1,453.1646 3,148.52 37,782.28 18.98 1,518.4856 3,290.05 39,480.63 20.01 1,600.4669 3,467.68 41,612.14 21.70 1,736.2736 3,761.93 45,143.11 22.94 1,835.0454 3,975.93 47,711.18 28.64 2,291.4964 4,964.91 59,578.91 29.18 2,334.7461 5,058.62 60,703.40 Schedule A Effective 11/01/05 F G 16.45 1,315.7288 2,850.75 34,208.95 18.08 1,446.6899 3,134.49 37,613.94 19.07 1,525.8229 3,305.95 39,671.39 19.93 1,594.4099 3,454.55 41,454.66 21.01 1,680.4903 3,641.06 43,692.75 22.79 1,823.0872 3,950.02 47,400.27 24.08 1,926.7977 4,174.73 50,096.74 30.08 2,406.0712 5,213.15 62,557.85 30.64 2,451.4834 5,311.55 63,738.57 ATTACHMENT I Schedule B CITY OF DIAMOND BAR COMPENSATION PLAN BY POSITION FY 2005-2006 - NOVEMBER 2005 FULL TIME EXEMPT POSITIONS (Job Classifications 1600 - 2600) Effective 11/01/05 A B RANGE JOB TITLE 20.30 21.32 22.39 23.50 24.68 25.91 2721 1635 Assistant City Clerk 1,624.3551 1,705.5729 1,790.8515 1,880.3941 1,974.4138 2,073.1345 2,176.7912 Assistant Engineer 3,519.44 3,695.41 3,880.18 4,074.19 4,277.90 4,491.79 4,716.38 Assistant Planner 42,233.23 44,344.89 46,562.14 48,890.25 51,334.76 53,901.50 56,596.57 Development Services Associate Management Analyst Parks & Maintenance Supervisor Public Works Supervisor Recreation Supervisor 1752 Senior Neighborhood Improvement Officer 21.83 22.92 24.06 25.27 2,021.4239 26.53 2,122.4951 27.86 2,228.6198 29.25 2,340.0508 1,746.1819 1,833.4910 1,925.1656 4,171.19 4,379.75 4,598.74 4,828.68 5,070.11 3,783.39 45,400.73 3,972.56 47,670.77 50,054.31 52,557.02 55,184.87 57,944.12 60,841.32 23.57 24.74 25.98 27.28 28.64 30.08 31.58 1897 Parks & Maintenance Superintendent 1,885.2210 1,979.4820 2,078.4561 2,182.3789 2,291.4979 2,406.0728 2,526.3764 Recreation Supervisor 11 4,084.65 4,288.88 4,503.32 4,728.49 4,964.91 5,213.16 5,473.82 49,015.75 51,466.53 54,039.86 56,741.85 59,578.94 62,557.89 65,685.79 24.01 25.21 26.47 27.79 29.18 30.64 32.18 1920 Senior Management Analyst 1,920.8014 2,016.8415 2,117.6836 2,223.5677 2,334.7461 2,451.4834 2,574.0576 4,161.74 4,369.82 4,588.31 4,817.73 5,058.62 5,311.55 5,577.12 49,940.84 52,437.88 55,059.77 57,812.76 60,703.40 63,738.57 66,925.50 24.68 25.92 27.21 28.57 30.00 31.50 33.08 1987 Associate Engineer 1,974.6218 2,073.3528 2,177.0205 2,285.8715 2,400.1651 2,520.1733 2,646.1820 Associate Planner 4,278.35 4,492.26 49716.88 4,952.72 5,200.36 5,460.38 5,733.39 Executive Assistant 51,340.17 53,907.17 56,602.53 59,432.66 62,404.29 65,524.51 68,800.73 Human Resources Manager Senior Accountant 26.53 27.86 29.25 30.72 32.25 33.86 35.56 1990 Networld GIS Engineer 2,122.7180 2,228.8539 2,340.2966 2,457.3115 2,580.1771 2,709.1859 2,844.6452 Senior Planner 4,59922 4,829.18 5,070.64 5,324.17 5,590.38 5,869.90 6,163.40 55,190.67 57,950.20 60,847.71 63,890.10 67,084.60 70,438.83 73,960.78 28.64 30.08 31.58 33.16 34.82 36.56 38.39 1995 Public Information Manager 2,291.4869 2,406.0612 2,526.3643 2,652.6825 2,785.3166 2,924.5825 3,070.8116 Recreation Superintendent 4,964.89 5,213.13 5,473.79 5,747.48 6,034.85 6,336.60 6,653.43 59,578.66 62,557.59 65,685.47 68,969.75 72,418.23 76,039.14 79,841.10 28.80 30.24 31.75 33.34 35.01 36.76 38.60 2319 Assistant to the City Manager 29304.0544 2,419.2571 2,540.2199 2,667.2309 2,800.5925 2,940.6221 3,087.6532 City Clerk 4,992.12 5,241.72 5,503.81 5,779.00 6,067.95 6,371.35 6,689.92 Senior Engineer 59,905.41 62,900.68 66,045.72 69,348.00 72,815.40 76,456.17 80,278.98 31.93 33.53 35.21 36.97 38.82 40.76 42.80 2571 building Official 2,554.7708 2,682.5093 2,816.6348 2,957.4665 3,105.3399 3,260.6069 3,423.6372 Deputy Public Works Director 5,535.34 5,812.10 6,102.71 6,407.84 6,728.24 7,064.65 7,417.88 Planning Manager 66,424.04 69,745.24 73,232.50 76,894.13 80,738.84 84,775.78 89,014.57 ATTACHMENT CITY OF DIAMOND BAR COMPENSATION PLAN BY POSITION FY 2005-2006 - NOVEMBER 2005 EXECUTIVE MANAGEMENT EXEMPT POSITIONS (Job Classifications 2900 - 3900) RANGE JOB TITLE 2985 City Engineer/public Works Director Community Development Director Community Services Director Finance Director Information Systems Director Schedule C Effective 11/01/05 A B D E F G 37.08 38.93 40.88 42.92 45.07 47.32 49.69 2,966.3963 3,114.7162 3,270.4520 3,433.9746 3,605.6733 3,785.9570 3,9752548 6,427.19 6,748.55 7,085.98 7,440.28 7,812.29 8,202.91 8,613.05 77,126.30 80,982.62 85,031.75 89,283.34 93,747.51 98,434.88 103,356.62 44.50 46.72 49.06 51.51 54.09 56.79 59.63 3172 AsslsfantCityManager 3,559.8611 3,737.8542 3,924.7469 4,120.9842 4,327.0335 4,543.3851 4,770.5544 7,713.03 8,098.68 8,503.62 8,928.80 9,375.24 9,844.00 10,336.20 92,556.39 97,184.21 102,043.42 107,145.59 112,502.87 118,128.01 124,034.41 ATTACHMEHIT CITY OF DIAMOND BAR COMPENSATION PLAN BY POSITION FY 2005-2006 -NOVEMBER 2005 PART-TIME/ HOURLY NON-EXEMPT/.NON-BENEFITED POSITIONS (Job Classifications 500 - 899) RANGE JOB TITLE 515 Community Services Worker 537 Community Services Leader 1 753 Community Services Leader 11 7.95 intern 8.77 Parks Maintenance Helper 770 Parks Maintenance Helper If 775 Community Services Coordinator 9.36 Public information Specialist 800 Engineering Aide Schedule D Effective 11/01/05 A B C D E F G 7.56 7.95 8.35 8.77 9.19 9.66 10.14 8.27 8.67 9.36 9.99 10.66 11.32 11.90 9.35 9.99 10.66 11.32 12.00 12.68 13.34 12.89 13.54 14.21 14.91 15.67 16.44 17.27 14.18 14.87 15.62 16.41 17.21 18.09 18.98 15.61 16.39 17.20 18.08 18.98 19.93 20.92 PART-TIME/HOURLY NON-EXEMPT/ BENEFITED POSITIONS (Job Classifications 900 - 999) RANGE JOB TITLE A B C D E 937 Community Services Leader 1 8.27 8.67 9.36 9.99 10.66 953 Community Services Leader 11 9.35 9.99 10.66 11.32 12.00 960 Office Assistant 12.89 13.54 14.21 14.91 15.67 987 Neighborhood Improvement Officer 17.86 18.74 19.69 20.68 21.70 Schedule E Effective 07/01/05 F G 11.32 11.90 12.68 13.34 16.44 17.27 22.79 23.93 Schedule A CITY OF DIAMOND BAR COMPENSATION PLAN BY POSITION FY 2005-2006 - APRIL 2006 FULL TIME NON-EXEMPT POSITIONS (Job Classifications 1000 - 1599) Effective 04/01/06 A B C D E F G RANGE JOBTITLE 12.89 13.53 14.21 14.92 15.66 16.45 17.27 1037 Office Assistant 1,030.9079 1,082.4533 1,136.5760 1,193.4048 1,253.0750 1,315.7288 1,381.5152 2,233.63 2,345.32 2,462.58 2,585.71 2,715.00 2,850.75 2,993.28 26,803.61 28,143.79 29,550.98 31,028.52 32,579.95 34,208.95 35,919.40 14.17 14.88 15.62 16.40 17.22 18.08 18.99 1141 Account Clerk 112.1904 1.133.5194 1 190.1954 i ,7051 1 1 32,985.23 1 43,1 134.49 Community Services Coordinator 21843.08 2,707 69 31291.22 Office Assistant II 455.96 2,578.76 30,945.08 32,492.33 34,116.95 35,822.80 37,613.94 39,494.6 29,471.50 14.94 15.69 16.48 17.30 18.16 19.07 20.03 1203 Parks Maintenance Worker II 1,255.2982 1,318.0632 1,383.9663 1,453.1646 1,525.8229 1,602.1140 Street Maintenance Worker II 1,195.5221 2,855.80 2,998.59 3,148.52 3,305.95 3,471.2E 2,590.30 2,719.81 32,637.75 34,269.64 35,983.12 37,782.28 39,671.39 41,654.9E 31,083.58 15.62 16.40 17.22 18.08 18.98 19.93 20.9; 1257 Senior Account Clerk 1,311.7250 1,377.3112 1,446.1768 1,518.4856 1,594.4099 1,674.130, 1,249.2619 2,706.73 2,842.07 2,984.17 3,133.38 3,290.05 3,454.55 3,627.21 32,480.61 34,104.85 35,810.09 37,600.60 39,480.63 41,454.66 43,527.3' 16.46 17.28 18.15 19.05 20.01 21.01 22.0 1365 Administrative Assistant 1,382.5435 1,451.6707 1,524.2542 1,600.4669 1,680.4903 1,764.514 Permit Technician 1,316.7081 3,145.29 3,302.55 3,467.68 3,641.06 3,823.1 2,852.87 2,995.51 35,946.13 37,743.44 39,630.61 41,612.14 43,692.75 45,877.2 34,234.41 17.86 18'75 19.69 20.67 21.70 22.79 231 1437 Accounting Technician 1,428.4366 1,499.8584 1,574.8513 1,653.5939 1,736.2736 1,823.0872 1,914.24 Neighborhood improvement Officer 3,412.18 3,582.79 3,761.93 3,950.02 4,147.! Recreation Specialist 3,094.95 3,249.69 40,946.13 42,993.44 45,143.11 47,400.27 49,770.: Senior Administrative Assistant 37,139.35 38,996.32 18.87 19.81 20.81 21.85 22.94 24.08 25.'. 1460 Accountant 11 1,509.6964 1,585.1812 1,664.4403 1,747.6623 1,835.0454 1,926.7977 2,023.13 Building Inspector 3,271.01 3,434.56 3,606.29 3,786.60 3,975.93 4,174.73 4,383. Junior Engineer 39,252.11 41,214.71 43,275.45 45,439.22 47,711.18 50,096.74 52,601. parks &Maintinspector/ Technician 23.57 24.74 25.98 27.28 28.64 30.08 31, 1480 Public information Coordinator 1,979.4808 2,078.4548 2,182.3775 2,291.4964 2,406.0712 2,526.37 1,885.2198 4,084.64 4,288.87 4,503.32 4,728.48 4,964.91 5,213.15 5,473 49,015.71 51,466.50 54,039.82 56,741.82 59,578.91 62,557.85 65,685 24.01 25.21 26.47 27.79 29.18 30.64 32 1490 Desktop Support Technician 2,016.8415 2,117.6836 2,223.5677 2,334.7461 2,451.4834 2,574.0! 1,920.8014 4,161.74 4,369.82 4,588.31 4,817.73 5,058.62 5,311.55 5,577 49,940.84 52,437.88 55,059.77 57,812.76 60,703.40 63,738.57 66,92E Cd uc161MINT Z- RANGE JOB TITLE 1635 Assistant City Clerk Assistant Engineer Assistant Planner Development Services Associate Management Analyst Parks & Maintenance Supervisor Public Works Supervisor Recreation Supervisor 1752 Senior Neighborhood Improvement Officer 1897 Parks & Maintenance Superintendent Recreation Supervisor II 1920 Senior Management Analyst 1987 Associate Engineer Associate Planner Executive Assistant Human Resources Manager Senior Accountant 1990 Network7GIS Engineer Senior Planner 1995 Public Information Manager Recreation Superintendent 2319 Assistant to the City Manager City Clerk Senior Engineer 2571 Building Official Deputy Public Works Director Planning Manager CITY OF DIAMOND BAR COMPENSATION PLAN BY POSITION FY 2005-2006 - APRIL 2006 FULL TIME EXEMPT POSITIONS (Job Classifications 1600 - 2600) A B C D E Schedule B Effective 04/01/06 F G 20.30 21.32 22.39 23.50 24.68 25.91 27.21 1,624.3551 1,705.5729 1,790.8515 1,880.3941 1,974.4138 2,073.1345 2,176.7912 3,519.44 3,695.41 3,880.18 4,074.19 4,277.90 4,491.79 4,716.38 42,233.23 44,344.89 46,562.14 48,890.25 51,334.76 53,901.50 56,596.57 21.83 22.92 1, 746.1819 1,833.4910 3,783.39 3,972.56 45,400.73 47,670.77 23.57 24.74 1,885.2210 1,979.4820 4,084.65 4,288.88 49,015.75 51,466.53 24.01 25.21 1,920.8014 2,016.8415 4,161.74 4,369.82 49,940.84 52,437.88 24.68 25.92 1,974.6218 2,073.3528 4,278.35 4,492.26 51,340.17 53,907.17 24.06 25.27 26.53 27.86 29.25 1,925.1656 2,021.4239 2,122.4951 2,228.6198 2,340.0508 4,171.19 4,379.75 4,598.74 4,828.68 5,070.11 50,054.31 52,557.02 55,184.87 57,944.12 60,841.32 25.98 27.28 28.64 30.08 31.58 2,078.4561 2,182.3789 2,291.4979 2,406.0728 2,526.3764 4,503.32 4,728.49 4,964.91 5,213.16 5,473.82 54,039.86 56,741.85 59,578.94 62,557.89 65,685.79 26.47 27.79 29.18 30.64 32.18 2,117.6836 2,223.5677 2,334.7461 2,451.4834 2,574.0576 4,588.31 4,817.73 5,058.62 5,311.55 5,577.12 55,059.77 57,812.76 60,703.40 63,738.57 66,925.50 2721 28.57 30.00 31.50 33.08 2,177.0205 2,285.8715 2,400.1651 2,520.1733 2,646.1820 4,716.88 4,952.72 5,200.36 5,460.38 5,733.39 56,602.53 59,432.66 62,404.29 65,524.51 68,800.73 26.53 27.86 29.25 30.72 2,122.7180 2,228.8539 2,340.2966 2,457.3115 4,599.22 4,829.18 5,070.64 5,324.17 55,190.67 57,950.20 60,847.71 63,890.10 28.64 30.08 31.58 33.16 2,291.4869 2,406.0612 2,526.3643 2,652.6825 4,964.89 5,213.13 5,473.79 5,747.48 59,578.66 62,557.59 65,685.47 68,969.75 28.80 30.24 31.75 33.34 2,304.0544 2,419.2571 2,5402199 2,667.2309 4,992.12 5,241.72 5,503.81 5,779.00 59,905.41 62,900.68 66,045.72 69,348.00 31.93 33.53 35.21 36.97 2,554.7708 2,682.5093 2,816.6348 2,957.4665 5,535.34 5,812.10 6,102.71, 6,407.84 66,424.04 69,74524 73,232.50 76,894.13 32.25 33.86 35.56 2,580.1771 2,709.1859 2,844.6452 5,590.38 5,869.90 6,163.40 67,084.60 70,438.83 73,960.78 34.82 36.56 38.39 2,785.3166 2,924.5825 3,070.8116 6,034.85 6,336.60 6,653.43 72,418.23 76,039.14 79,841.10 35.01 36.76 38.60 2,800.5925 2,940.6221 3,087.6532 6,067.95 6,371.35 6,689.92 72,815.40 76,456.17 80,278.98 38.82 40.76 42.80 3,105.3399 3,260.6069 3,423.6372 6,728.24 7,064.65 7,417.88 80,738.84 84,775.78 89,014.57 ATTACHMUIT Z- CITY OF DIAMOND BAR COMPENSATION PLAN BY POSITION FY 2005-2006 - APRIL 2006 EXECUTIVE MANAGEMENT EXEMPT POSITIONS (Job Classifications 2900 - 3900) RANGE JOB TITLE 2985 City Engineer7Fublic Works Director Community Development Director Community Services Director Finance Director information Systems Director Schedule C Effective 04/01/06 A B C D E F G 37.08 38.93 40.88 42.92 45.07 47.32 49.69 2,966.3963 3,114.7162 3,270.4520 3,433.9746 3,605.6733 3,785.9570 3,975.2548 6,427.19 6,748.55 7,085.98 7,440.28 7,812.29 8,202.91 8,613.05 77,126.30 80,982.62 85,031.75 89,283.34 93,747.51 98,434.88 103,356.62 46.76 49.09 51.55 54.13 56.83 59.67 62.66 3172 Assistant City Manager 3,740.4863 3,927.5107 4,123.8862 4,330.0805 4,546.5845 4,773.9138 5,012.6094 8,104.39 8,509.61 8,935.09 9,381.84 9,850.93 10,343.48 10,860.65 97,252.64 102,11528 107,221.04 112,582.09 118,211.20 124,121.76 130,327.85 f"tTT,' LJHdk' EH — CITY OF DIAMOND BAR COMPENSATION PLAN BY POSITION FY 2005-2006 - APRIL 2006 PART-TIME/ HOURLY NON-EXEMPT/ NON -BENEFITED POSITIONS (Job Classifications 500 - 899) RANGE JOB TITLE 515 Community Services Worker 537 Community Services Leader 1 753 Community Services Leader 11 7.95 Intern 8.77 Parks Maintenance Helper 770 Parks Maintenance Helper 11 775 Community Services Coordinator 9.36 Public Information Specialist 800 Engineering Aide Schedule D Effective 04/01/06 A B C 0 E F G 7.56 7.95 8.35 8.77 9.19 9.66 10.14 8.27 8.67 9.36 9.99 10.66 11.32 11.90 9.35 9.99 10.66 11.32 12.00 12.68 13.34 12.89 13.54 14.21 14.91 15.67 16.44 17.27 14.18 14.87 15.62 16.41 17.21 18.09 18.98 15.61 16.39 17.20 18.08 18.98 19.93 20.92 PART-TIME/HOURLY NON-EXEMPT/ BENEFITED POSITIONS (Job Classifications 900 - 999) RANGE JOB TITLE A B C D E 937 Community Services Leader 1 8.27 8.67 9.36 9.99 10.66 953 Community ServicesLeaderll 9.35 9.99 10.66 11.32 12.00 960 Office Assistant 12.89 13.54 14.21 14.91 15.67 987 Neighborhood Improvement Officer 17.86 18.74 19.69 20.68 21.70 ATTACHUNT -L Schedule E Effective 07/01/05 F G 11.32 11.90 12.68 13.34 16.44 17.27 22.79 23.93 ATTACHUNT -L Agenda # 8.1 l Meeting Date: November 1, 2005 IN CITY COUNCIL �,,,,. �,,,� AGENDA REPORT TO: Honorable Mayor and Members of the City Council VIA: Linda C. Lowry, City Manager TITLE: Adopt Resolution No. 2005 -XX: Delegating to the City Manager or her designee the Duties of Making a Finding of Public Convenience and Necessity to Warrant the Issuance of a. Liquor License RECOMMENDATION: Adopt the attached resolution authorizing the City Manager or the City Manager's designee to determine if the public convenience and necessity would be served by issuing a liquor license to a particular business. BACKGROUND The Department of Alcohol Beverage Control (ABC), a State agency, regulates the distribution of liquor licenses in California. It sets limits on the number and type of liquor licenses that may be issued in each community. The number of liquor licenses that may be issued for a particular area within a community is based on a predefined acceptable ratio of the number of liquor licenses compared to the population of the surrounding area adjacent to the business. If the ratio of liquor licenses to population exceeds the ABC standards in a certain part of town or if the proposed license is for a business located in an area that has 20% more crime than other areas of the City, the area is determined to have an "undue concentration" of liquor licenses and is denied by the ABC. In 1994 a procedure was established that would allow the ABC to issue a license in an area with an undue concentration" of liquor licenses. The procedure requires a local governing body (City Council) to make a finding that the "public convenience and necessity" would be served by issuing a liquor license to a particular business and to provide that determination in writing to the ABC. The local governing body (City Council) may delegate the duties of public convenience and necessity determination to staff. DISCUSSION Recently, staff received a request from the Department of Alcohol Beverage Control (ABC) to make a finding as to whether or not the public convenience and necessity would be served by issuing a liquor license to Gourmet Essentials, a business in the Diamond Bar Village. The business wanted to include wine bottles in pre -wrapped gift baskets. The City had never received such a request from the ABC in the past due to the low concentration of liquor licenses in the City. In this particular example, the Diamond Bar Village has other businesses that have liquor licenses and the immediate area surrounding the business has a low census tract population. This combination resulted in the ABC determining that there was an "undue concentration" of liquor license in this area. Since the City had never received a request in the past, City staff did not have a process to make such a finding and authorized the ABC to make the determination. The ABC ultimately approved Gourmet Essentials' request for a liquor license. Subsequently staff developed a process that would allow the City Manager to review these requests and make the appropriate finding. This process includes a review of the public safety issues associated with the subject location, inspection of the business by Sheriff Department personnel, and the location of the business relative to other types of uses. Through this review process, staff can effectively evaluate any request to determine if the public convenience and necessity would be served by issuing a liquor license to a particular business. By authorizing staff to perform this review and make the appropriate finding, the City can continue to provide efficient service to the City's business community. Prepared By Nancy Fong, AICP Interim Community Development Director Attachment 1. Resolution No. 2005 -XX 2 RESOLUTION 2005-_ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DIAMOND BAR DELEGATING TO THE CITY MANAGER OR HER DESIGNEE THE DUTIES OF MAKING A FINDING OF PUBLIC CONVENIENCE AND NECESSITY TO WARRANT THE ISSUANCE OF A LIQUOR LICENSE WHEREAS, the Department of Alcohol Beverage Control, a State agency, regulates the distribution of liquor licenses in California; and WHEREAS, Section 23958.4 of the Business and Professions Code defines "undue concentration" of liquor license and establishes a procedure for the local agency to determine if the public convenience and necessity will be served by the issuance of a license notwithstanding a determination that there is an undue concentration of licenses; and WHEREAS, Section 23958.4 allows the City Council to delegate the responsibility for finding whether the public convenience and necessity would be served to the City Manager or her designee; and WHEREAS, the City has an appropriate review process in place to make such a finding; and WHEREAS, the delegation of the responsibility for making such a finding to staff will be a service to the business community of Diamond Bar NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Diamond Bar as follows: Section 1. The City Manager or her designee is authorized to determine whether public convenience and necessity would be served to warrant the issuance of an alcoholic license from the California State Department of Alcohol Beverage Control as allowed by Section 23958.4 of the California State Business and Professions Code. Section 2. This Resolution shall take effect from and after the date of its passage and adoption. PASSED, APPROVED, AND ADOPTED this 1 st day of November, 2005. Wen Chang, Mayor C-1 TO: FROM: ADDRESS: ORGANIZATION: AGENDA #/SUBJECT: Pi J J�,/J --, • CITY CLERK �v DATE: d, PHONE e-115 I expect to address the Council on the subject agenda item. Please have the Council I Minutes reflect my name and address as written above. sigdafure, VOLUNTARY REQUEST TO ADDRESS THE CITY COUNCIL TO: FROM: ADDRESS: ORGANIZATION: AGENDA #/SUBJECT: CITY CLERK DATE: PHONE: Vo CS I expect to address the Council on the subject agenda item. Please have the Council Minutes reflect my name and address as written above. VOLUNTARY REQUEST TO ADDRESS THE CITY COUNCII, TO: FROM: ADDRESS: ORGANIZATION: AGENDA #/SUBJECT: CITY /�CLERK DATE: PHONE: Elwl—Xl � I expect to address the Council on the subject agenda item. Please have the Council Minutes reflect my name and address as written above. Signature VOLUNTARY REQUEST TO ADDRESS THE CITY COUNCIL TO: FROM: ADDRESS: ORGANIZATION: AGENDA #/SUBJECT: CITY CLERK DATE: . i — .x -s C r.. I expect to address the Council on the subject agenda item. Please have the Council Minutes reflect my name and address as written above. Aar r, TO: FROM: ADDRESS: ORGANIZATION: AGENDA #/SUBJECT: �, ems le_,,- CITY CLERK E DATE: Niw PHONE:��'rA'Cl. I expect to address the Council on the subject agenda item. Please have the Council Minutes reflect my name and address as written above. TO: FROM: ADDRESS: ORGANIZATION: 7,.., l'iSignature VOLUNTARY REQUEST TO ADDRESS THE CITY COUNCIL AGENDA #/SUBJECT: CITY CLERK Sl/"00 A l ,(,) A-f(2� CoyOU 'Z-0 9 ,/ �� DATE: / � `� �' A)i6 ,331 PHONE: I expect to address the Council on the subject agenda item. Please have the Council Minutes reflect my name and address as written above. TO: FROM: ADDRESS: ORGANIZATION: AGENDA #/SUBJECT: CITY CLERK 11 ?� r 0 I expect to address the Council on the subject agenda item name and address as written above. r, Please have the Council Minutes reflect my VOLUNTARY REQUEST TO ADDRESS THE CITY COUNCIL TO: CITY CLERK C FROM: _ � S LU1 %1) DATE: ADDRESS: ) 'd � � / C"4i�1=K 0A0,PHO4: �° ORGANIZATION: En wn: % t�S l y1 GiIC/� 1�•• y AGENDA#/SUBJECT: �jiJL'�ilcLr �1�✓� i�' ������ �t{'"' 9 I expect to address the Council on the subject agenda item. Please have the Council Minutes reflect my name and address as written above. Signature TO: FROM: ADDRESS: ORGANIZATION: CITY CLERK ✓/)" I%VA NZ4-?e0 V/ DATE: // / - 0 2 s c yl G` nZ NGS G'f r PHONE: ✓°f1 '- (�' c7 / . AGENDA#/SUBJECT: b✓,Y V LOIINCIZ L Zi,iC-j101VS0 I expect to address the Council on the subject agenda item. Please have the Council Minutes reflect m) name and address as written above. Signature VOLUNTARY REQUEST TO ADDRESS THE CITY COUNCIL TO: CITY CLERK FROM: ( ( DATE: ADDRESS: PHONE: %j Aa' C ORGANIZATION: AGENDA #/SUBJECT: A x I expect to address the Council on the subject agenda item. Please have the Council Minutes reflect my name and address as written above. _ Siqnature