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HomeMy WebLinkAbout10/11/2016 PC AgendaPLANNING COMMISSION FILE COPY AGENDA October 11, 2016 7:00 P.M. City Hall, Windmill Community Room 21810 Copley Drive Diamond Bar, CA 91765 Chairperson Vice Chairperson Commissioner Commissioner Commissioner Jennifer "Fred" Mahlke Raymond Wolfe Naila Barlas Frank Farago Ken Mok Copies of staff reports or other written documentation relating to agenda items are on Me in the Planning Division of the Community Development Department, located at 21810 Copley Drive, and are available for public inspection. If you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. Written materials distributed to the Planning Commission within 72 hours of the Planning Commission meeting are available for public inspection immediately upon distribution in the City Clerk's office at 21810 Copley Drive, Diamond Bar, California, during normal business hours. In an effort to comply with the requirements of Title I/ 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 Community Development Department at (909) 839-7030 a minimum of 72 hours prior to the scheduled meeting. DIADIOiVD BAR Please refrain from smoking, eating or The City of Diamond Bar uses recycled drinking in the Windmill Community Room paper and encourages you to do the same City of Diamond Bar Planning Commission MEETING RULES PUBLIC INPUT The meetings of the Diamond Bar Planning Commission are open to the public. A member of the public may address the Commission on the subject of one or more agenda items and/or other items of which are within the subject matter jurisdiction of the Diamond Bar Planning Commission. A request to address the Commission should be submitted in writing at the public hearing, to the Secretary of the Commission. As a general rule, the opportunity for public comments will take place at the discretion of the Chair. However, in order to facilitate the meeting, persons who are interested parties for an item may be requested to give their presentation at the time the item is called on the calendar. The Chair may limit individual public input to five minutes on any item; or the Chair may limit the total amount of time allocated for public testimony based on the number of people requesting to speak and the business of the Commission. Individuals are requested to conduct themselves in a professional and businesslike manner. Comments and questions are welcome so that all points of view are considered prior to the Commission making recommendations to the staff and City Council. In accordance with State Law (Brown Act), all matters to be acted on by the Commission must be posted at least 72 hours prior to the Commission meeting. In case of emergency or when a subject matter arises subsequent to the posting of the agenda, upon making certain findings, the Commission may act on item that is not on the posted agenda. INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COMMISSION Agendas for Diamond Bar Planning Commission meetings are prepared by the Planning Division of the Community Development Department. Agendas are available 72 hours prior to the meeting at City Hall and the public library, and may be accessed by personal computer at the contact information below. Every meeting of the Planning Commission is recorded and duplicate recordings are available for a nominal charge. ADA REQUIREMENTS A cordless microphone is available for those persons with mobility impairments who cannot access the public speaking area. The service of the cordless microphone and sign language interpreter services are available by giving notice at least three business days in advance of the meeting. Please telephone (909) 839-7030 between 7:30 a.m. and 5:30 p.m., Monday through Thursday, and 7:30 a.m. and 4:30 p.m., Friday. HELPFUL CONTACT INFORMATION Copies of Agenda, Rules of the Commission, CDs of Meetings (909) 839-7030 Email: info6c diamondbarca.gov Website: www.diamondbarca.gov CITY OF DIAMOND BAR PLANNING COMMISSION Tuesday, October 11, 2016 h_TC]A 011 b7_1 CALL TO ORDER: 7:00 p.m. PLEDGE OF ALLEGIANCE: Next Resolution No. 2016-26 1. ROLL CALL: COMMISSIONERS: Naila Barlas, Frank Farago, Ken Mok, Vice Chairperson Raymond Wolfe, Chairperson Jennifer "Fred" Mahlke 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: This is the time and place for the general public to address the members of the Planning Commission on any item that is within their jurisdiction, allowing the public an opportunity to speak on non-public hearing and non -agenda items. Please complete a Speaker's Card for the recording Secretary (completion of this form is voluntary). There is a five-minute maximum time limit when addressing the Planning Commission. 3. APPROVAL OF AGENDA: Chairperson 4. CONSENT CALENDAR: The following items listed on the consent calendar are considered routine and are approved by a single motion. Consent calendar items may be removed from the agenda by request of the Commission only: 4.1 Minutes of Regular Meeting: September 27, 2016 5. OLD BUSINESS: None 6. NEW BUSINESS: None 7. PUBLIC HEARING(S): 7.1 Development Review Conditional Use Permit, Minor Conditional Use Permit and Comprehensive Sign Program No. PL2016-105 — Under the authority of Diamond Bar Municipal Code (DBMC) Sections 22.48, 22.58, and 22.36.060, the applicant is requesting Planning Commission approval of the following land use applications: 1. Development Review: • Kmart building renovation o Demolish the existing 9,210 square -foot outdoor garden center. OCTOBER 11, 2016 PAGE 2 PLANNING COMMISSION AGENDA o Partition the existing 84,245 square -foot building into three inline retail tenant spaces to accommodate a grocery store (approximately 29,365 square feet), an apparel and home fashion retailer (approximately 27,262 square feet) and approximately 27,618 of available retail space. o Construct an addition of approximately 12,155 square feet to the north end of the former Kmart building to accommodate a pet store. • Construction of a 4,200 square -foot freestanding building ("outparcel") to accommodate two fast casual food service tenants. The new building is proposed to be located at the front of the property (i.e., toward Diamond Bar Boulevard), between the signalized driveway and the existing McDonald's restaurant. Renovation of the parking lot, including resurfacing and striping, new lighting, landscaping and accessibility upgrades in compliance with the Americans with Disabilities Act (ADA). In addition to the subject property, the applicant proposes to renovate the parking lot of the neighboring Ace Hardware/AutoZone/Dilliwala restaurant -anchored shopping center 2. Conditional Use Permit: Drive-thru service for one of the two proposed outparcel tenants Establishment of a veterinary clinic within the proposed pet store. 3. Minor Conditional Use Permit: To authorize the sale of beer and wine for onsite consumption in conjunction with onsite food service for one of the two proposed outparcel tenants (the tenant not proposing drive-thru service). To establish outdoor dining areas for both outparcel tenants. 4. Comprehensive Sign Program: All Diamond Bar shopping centers are required to establish design criteria for all building -mounted and freestanding signs. The applicant has thus submitted a proposed Comprehensive Sign Program as part of the overall project. The subject property consists of approximately 8.14 acres, on the westerly side of Diamond Bar Boulevard, directly south of Gentle Springs Drive (see the enclosed illustration of the property boundaries). The subject property is zoned C-3 with an underlying General Plan Designation of General Commercial. Project Address: 249 S. Diamond Bar Blvd. Diamond Bar, CA 91765 Property Owner/ Diamond Springs, LLC Applicant: 9304 W. Sunset Blvd. West Hollywood, CA 90069 OCTOBER 11, 2016 9 0 10. PAGE 3 PLANNING COMMISSION AGENDA Environmental Determination: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to the provisions of Article 19 Section 15301 (Existing Facilities) of the CEQA Guidelines in that the net increase in floor area does not exceed 10,000 square feet. No further environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Development Review, Conditional Use Permit, Minor Conditional Use Permit and Comprehensive Sign Program No. PL2016-105, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: STAFF COMMENTS / INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future projects SCHEDULE OF FUTURE EVENTS: GENERAL PLAN ADVISORY COMMITTEE MEETING: TRAFFIC AND TRANSPORTATION COMMISSION MEETING: BARKTOBER: CITY COUNCIL MEETING: PLANNING COMMISSION MEETING: PARK AND RECREATION COMMISSION MEETING: Wednesday, October 12, 2016, 6:30 pm Windmill Community Room 21810 Copley Drive Thursday, October 13, 2016, 7:00 pm Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Saturday, October 15, 2016 9:00 am — 1:00 pm Pantera Park, 738 Pantera Drive. Tuesday, October 18, 2016 — 6:30 pm South Coast Air Quality Management District Auditorium, 21825 Copley Drive Tuesday, October 25, 2016, 7:00 pm Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Thursday, October 27, 7:00 pm Diamond Bar City Hall Windmill Community Room 21810 Copley Drive OCTOBER 11, 2016 FALL FUN FESTIVAL: 11. ADJOURNMENT: PAGE 4 PLANNING COMMISSION AGENDA Monday, October 31, 2016, 4:30 — 8:30 pm Heritage Park 2900 S. Brea Canyon Road MINUTES OF THE CITY OF DIAMOND BAR r, MEETING OF THE PLANNING COMMISSION SEPTEMBER 27, 2016 CALL TO ORDER: Chair/Mahlke called the meeting to order at 7:00 p.m. in the City Hall Windmill Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: 1. ROLL CALL: Present: Absent: 2 3 El Commissioner Mok led the Pledge of Allegiance. Commissioners Naila Barlas, Frank Farago, Ken Mok, and Chairperson Jennifer Mahlke Vice Chairperson Raymond Wolfe was excused Also present: Grace Lee, Senior Planner; James Eggart, Assistant. City Attorney; Natalie T. Espinoza, Assistant Planner; and Stella Marquez, Administrative Coordinator. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: None APPROVAL OF AGENDA: As presented CONSENT CALENDAR: 4.1 Minutes of the Regular Meeting of August 23, 2016: C/Farago moved, C/Mok seconded to approve the Minutes of the Regular Meeting of August 23, 2016. AYES: COMMISSIONERS: Barlas, Farago, Mok, NOES: COMMISSIONERS: None ABSTAIN: COMMISSIONERS Chair/Mahlke ABSENT: COMMISSIONERS: VC/Wolfe 4.2 Minutes of the Regular Meeting of September 13, 2016: C/Farago moved, C/Barlas seconded, to approve the Minutes of the Regular Meeting of September 13, 2016, as presented. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Barlas, Farago, Mok, Chair/Mahlke NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Wolfe SEPTEMBER 27, 2016 PAGE 2 ;,,PLANNING COMMISSION 5. OLD BUSINESS: None 6. NEW BUSINESS: None 7. PUBLIC HEARING(S): 7.1 DEVELOPMENT REVIEW NO. PL2016-77 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant and property owner requested Development Review approval for an exterior fagade remodel of the existing Holiday Inn located on two parcels totaling 4.89 gross acres (212,069 gross square feet). The subject property is zoned Office Business Park (OB) with an underlying General Plan land use designation of Office Professional (OP) PROJECT ADDRESS: PROPERTY OWNER APPLICANT: 21725 Gateway Center Drive Diamond Bar, CA 91765 Oak Creek LP 21725 Gateway Center Drive Diamond Bar. CA 91765 Anthon Ellis AB Design Studio, Inc. 2234 Barry Avenue, Suite 100 Los Angeles, CA 90064 AP/Espinoza presented staff's report and recommended Planning Commission approval of Development Review No. PL2016-77, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. Chair/Mahlke opened the public hearing. With no one present who wished to speak on this item, Chair/Mahlke closed the public hearing. C/Mok asked about the installation of 438 square feet of landscaping in front of the retaining wall. On Page 7 of the plans, it shows a brown patch on the slope and he asked if there were plans to mitigate the area. AP/Espinoza responded that at this point in time the applicant is proposing to landscape the area in front of the wall only. C/Mok said it will be a beautiful building when finished and it will be a shame if half of that slope is brown. AP/Espinoza explained that the applicant is required to maintain that slope with green vegetation and staff will make certain during plan check and inspection that it SEPTEMBER 27, 2016 PAGE 3 PLANNING COMMISSION is properly maintained. C/Mok said that on the plans, Page A4.01, it appears to him to be a west elevation rather than an east elevation. Likewise on Page A4.03, it appears to be the east elevation instead of the west elevation. AP/Espinoza said that the applicant acknowledged they are reversed and during plan check she will verify that the correct elevations are noted on the plans. Chair/Mahlke moved, C/Barlas seconded, to approve Development Review No. PL2016-77, Findings of Fact, and subject to the conditions of approval as listed within the resolution. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Barlas, Farago, Mok, Chair/Mahlke NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Wolfe Chair/Mahlke congratulated the applicant, said she believed the project will be beautiful and a welcomed change to the center. 7.2 Development Review No. PL2015-405 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant and property owner requested Development Review approval to demolish an existing house, and construct an 18,005 square -foot single family residence with 3,077 square feet of garage and storage area, 650 square feet of patio/deck area and a 142 square foot gazebo on a 1.27 gross acre (55,250 gross square foot) lot. The subject property is zoned Rural Residential (RR) with an underlying General Plan land use designation of Rural Residential. PROJECT ADDRESS: PROPERTY OWNER: APPLICANT: 2759 Steeplechase Lane Diamond Bar, CA 91765 Mary H. Dong 2759 Steeplechase Lane Diamond Bar. CA 91765 Pete Volbeda 180 N. Benson Avenue, Suite D Upland, CA 91786 AP/Espinoza presented staff's report and recommended Planning Commission approval of Development Review No. PL2015-405, Findings of Fact, and subject to the conditions of approval as listed in the resolution. Chair/Mahlke opened the public hearing. M P Six? SEPTEMBER 27, 2016 PAGE 4 PLANNING COMMISSION E E Pete Volbeda, architect, said that as mentioned in staff's report this appears to be a large house but it will look like two stories from the street so it will not look that big. In addition, there are a number of existing Cypress trees around the property which will be retained and there will be a tennis court at the rear of the property where there is a lot of landscaping that will be retained. There are no problems with the deed restriction. Mr. Volbeda offered to respond to Commissioners' questions. C/Mok asked why the owner on the plans is listed as Ms. H. Dong while staff's report refers to Mary Dong. Mr. Volbeda said that it was the same person. Andrew Dell, student at Diamond Bar High School, asked how much this residence would be predicted to cost. Chair/Mahlke responded that it is a great question but the Commission is not privy to that information. Chair/Mahlke closed the public hearing. C/Mok moved, C/Farago seconded, to approve Development Review No. PL2015-405, based on the Findings of Fact, and subject to the conditions of approval listed within the resolution. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Barlas, Farago, Mok, Chair/Mahlke NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Wolfe Chair/Mahlke congratulated the applicant and property owner for an absolutely stunning design and she felt the architect had taken great care by dropping the project into the existing landscape. PLANNING COMMISSIONER COMMENTS/INFORMATIONAL ITEMS: None STAFF COMMENTS/INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future projects. SP/Lee stated that the October 11, 2016, meeting agenda consists of one item which is the renovation of the Kmart Shopping Center which will include renovating the existing Kmart building and construction of a new 4,200 square foot freestanding building to accommodate two fast casual food service tenants, one of which will have a drive-through. The project will also include renovation of the parking lot (resurfacing and striping, new lighting, landscaping and ADA upgrades). SEPTEMBER 27, 2016 PAGE 5 PLANNING COMMISSION SP/Lee reported that the first General Plan Advisory Committee (GPAC) meeting is scheduled for October 12, 2016, at 6:30 p.m. in the City Hall Windmill Community Room. Chair/Mahlke asked if Commissioners were expected to attend or not attend and SP/Lee said "not attend." Chair/Mahlke reminded Commissioners that they are asked not to attend GPAC meetings to avoid the perception of "undue influence." SP/Lee said that staff would be providing the Commission with regular GPAC meeting updates. C/Mok asked if there was a plan for a meet and greet between the 15 GPAC members and the Commission. SP/Lee said there has been no discussion and no plan for such a meeting but she will look into it and get back to the Commission. There is a first Community Workshop scheduled for November 9 where everyone is invited to attend and Commissioners are welcomed. The workshop will be heavily advertised in media outlets and through the website. 10. SCHEDULE OF FUTURE EVENTS: As listed in the agenda. Chair/Mahlke pointed out that Diamond Bar Restaurant Week, co-sponsored by the San Gabriel Valley Chamber of Commerce, will be held the week of October 8-14. She hoped that everyone would participate and partake of the sweet deals and delicious meals. Check out the event and special offerings at www.dbrestaurantweek.com Also of note, are the Barktober event on October 15 at Pantera Park and the Family Fun Festival on October 31 at Heritage Park. ADJOURNMENT: With no further business before the Planning Commission, Chair/Mahlke adjourned the regular meeting at 7:26 p.m. The foregoing minutes are hereby approved this 11 day of October, 2016. Attest: Respectfully Submitted, Greg Gubman Community Development Director Jennifer Mahlke, Chairperson 201 1w, AIMMUNI URI : 4 Z I 117.111; aal -4 a01 M i CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 py-V111:4-14 MEETING DATE: October 1 11MIJ CASE/FILE NUMBER: Development Review, Conditional Use Permit, Minor Conditional Use Permit and Comprehensive Sign Program No. PL2016-105 249 S. Diamond Bar Boulevard Diamond Bar, CA 91765 (APN 8717-008-019, 020) General Commercial Regional Commercial (C-3) Diamond Springs, LLC 9304 W. Sunset Boulevard West Hollywood, CA 90069 The applicant is requesting Develop ' ment Review approval, a Conditional Use Permit (CUP), a Minor CUP (MCUP), and approval of a Comprehensive Sign Program to renovate the former Kmart property. The proposed project includes an addition to the existing building, the construction of a freestanding "fast casual" restaurant building with drive-thru service, beer and wine service for a restaurant tenant, outdoor dining, and a veterinary clinic. Adopt the attached Resolution (Attachment 1) approving Development Review, Conditional Use Permit, Minor Conditional Use Permit and Comprehensive Sign Program No. PI -2016-105, based on the findings of Diamond Bar Municipal Code (DBMC) Chapters 22.36, 22.48, 22.56 and 22.58, subject to conditions. BACKGROUND: The subject property consists of 8.14 acres located on the westerly side of Diamond Bar Boulevard with secondary frontage on Gentle Springs Lane, which is a private street. The site is currently developed with an 84,245 square -foot building (formerly occupied by a Kmart retail store and a Purrfect Auto Service vehicle repair facility), and a 9,210 square - foot outdoor commercial space occupied by Kmart's garden center, for a total floor area of 93,455 square feet. Kmart was the original tenant when the building was completed in December 1975. Sixty-five trees have been inventoried on the subject property, including the large -caliper Indian Laurel ficus that was removed earlier this year. The subject property shares reciprocal parking and access with neighboring parcels developed with a shopping center anchored by Ken's Ace Hardware and AutoZone. The subject property also shares reciprocal access with the neighboring McDonald's restaurant. The subject property does not share any common boundaries with the 76 gas station or the Walnut Valley Water District pump station. The boundaries of the subject property (labeled "Former Kmart Property") are shown below: Site and Surrounding General Plan, Zoning and Land Uses The subject property is located along the DBB commercial corridor between Golden Springs Drive and the Pomona Freeway (SR 60) flyover. The site is surrounded on three sides by a mix of retail stores, a motel, restaurants, gas stations and other automotive services. To the southwest is the Fall Creek condominium complex. Site General Commercial C-3 Retail, Restaurant, Service (proposed) North General Commercial C-3 Restaurants, motel, tire center South General Commercial C-3 Retail, Restaurants, Personal Services East General Commercial C-3 Retail, Service Stations, Restaurants West High -Density Residential RMH Townhomes PL 2016-105 (249 S. Diamond Bar Blvd.) Page 2 of 18 IN 210111 :164d III,*143;712 00IR!, The applicant proposes to renovate the exterior and interior of the existing building, build new shop space, and renovate the parking lot with new surfacing, landscaping and lighting. Project plans are included as Attachment 1. The requested entitlements are summarized below: ® Development Review: o Renovation of the existing building ("Inline Building"): > Demolish the existing 9,210 square -foot outdoor garden center. > Partition the existing 84,245 square -foot building into three inline retail tenant spaces with new facades (depicted as "Retail 1, 2 and 3" on the plans). > Construct an addition of approximately 12,155 square feet to the north end of the existing building ("Retail B"). o Construction of a- 4,200 square -foot freestanding building ("Outparcel") to accommodate two fast casual food service tenants. The Outparcel is situated at the front of the subject property (i.e., toward Diamond Bar Boulevard), between the signalized driveway and the existing McDonald's restaurant at the corner of Diamond Bar Boulevard and Gentle Springs Lane. The easterly Outparcel tenant space is hereinafter referred to as "Outparcel Tenant Space 1," and the westerly Outparcel tenant space is hereinafter referred to as "Outparcel Tenant Space 2." Two outdoor dining patios, totaling approximately 680 square feet, are also proposed to serve the Outparcel tenants. o Renovation of the parking lot, including resurfacing and striping, new lighting, landscaping and accessibility upgrades in compliance with the Americans with Disabilities Act (ADA). o Conditional Use Permit (CUP) to establish the following uses: > Drive-thru service for Outparcel Tenant Space 1. > Establishment of a veterinary clinic as an ancillary use to a proposed pet store within Retail B. ® Minor CUP (MCUP) to establish the following uses: > Sale of beer and wine for onsite consumption for Outparcel Tenant Space 2. > Outdoor dining areas for each Outparcel tenant. PL 2016-105 (249 S. Diarhond Bar Blvd.) Page 3 of 18 ® Comprehensive Sign Program to establish design criteria for all building -mounted and freestanding signs. The overall existing layout of the Project Site remains the same, and all existing drive approaches are retained. Key modifications to the site plan are summarized and illustrated below: The area between the Inline Building and Gentle Springs Lane will be regraded to accommodate the 12,155 square -foot "Retail B" addition and a 55 -foot radius fire truck turnaround area. The rearmost portion of the Parking lot surface will be extended into the slope facing Gentle Springs Lane. The existing parking lot will be reconfigured from an angled parking to a perpendicular parking layout. The applicant also proposes to improve the contiguous portion of the parking lot on the neighboring parcel to the south in the same manner. The proposed parking lot design includes diamond-shaped tree wells within the internal parking rows, spaced at one tree well for every five parking spaces. A total of 398 parking spaces is proposed on the subject property. PL 2016-105 (249 S. Diamond Bar Blvd.) Page 4 of 18 The existing loading dock at the rear of the Inline Building will be demolished, and three new ramp -down loading docks (one for each new tenant space) will be constructed. a A six-foot tall block wall will be constructed along the rear property line bordering the Fall Creek condominiums (as required under the Development Code where noncommercial developments border residential parcels). The main entrance at Diamond Bar Boulevard will be enhanced with a 140 -foot long entry drive, enhanced pavement along the length of the entry drive, and flanked by posts and rails based on the enhanced streetscape elements recently installed along Grand Avenue and Diamond Canyon Park. STAMPED AND COLORED CONCRETE. dop "ASHLAR SLATE" TEXTURE & PATTERN "SONOMA SAND" COLOR ENHANCED ENTRY DRIVE vW= ORCM WM.TWCFPWaLvm=0F :MFICAMMMUMAL Tormem Z1 SETL ANDI S'='Y_ _P1 4;' ............. ............ RAILS FLANKING THE ENTRY DRIVE ADA improvements throughout the site, including a delineated walkway connecting the Diamond Bar Boulevard sidewalk to the Inline Building. A contemporary architectural style is proposed for both buildings, with a shared palette of materials, colors and details to establish a unified visual identity for the Project Site. PL 2016-105 (249 S. Diamond Bar Blvd.) Page 5 of 18 DIAMOND THEME RAILS STAMPED AND COLORED CONCRETE. dop "ASHLAR SLATE" TEXTURE & PATTERN "SONOMA SAND" COLOR ENHANCED ENTRY DRIVE vW= ORCM WM.TWCFPWaLvm=0F :MFICAMMMUMAL Tormem Z1 SETL ANDI S'='Y_ _P1 4;' ............. ............ RAILS FLANKING THE ENTRY DRIVE ADA improvements throughout the site, including a delineated walkway connecting the Diamond Bar Boulevard sidewalk to the Inline Building. A contemporary architectural style is proposed for both buildings, with a shared palette of materials, colors and details to establish a unified visual identity for the Project Site. PL 2016-105 (249 S. Diamond Bar Blvd.) Page 5 of 18 11mrMamrgurs The former Kmart facade is characterized by its minimal architectural relief, dominated by a continuous wall expanse, and punctuated by a mansard roof supported by four columns at the storefront. To accommodate the facade renovation, the mansard will be demolished, and openings will be cut into the wall surfaces to facilitate multiple tenants. The architect has designed each new storefront with a distinguishable facade so that each reads as an individual structure. Variations in rooflines and movement in wall planes strengthen the effect. Horizontal and vertical score lines ("reveals") are also utilized create patterns in the wall surfaces. At the pedestrian level, interest is provided by variations materials, colors, textures and details. The maximum height of the Inline Building is 35 feet. The architectural treatment for the new Retail B addition (shown with the "Tryout" signage below) will wrap around to the Gentle Springs frontage in order to emphasize its presence as a corner building. Outparcel The design concept for the Outparcel is similar to the Inline Building, utilizing a composition of rectilinear modules and canopy elements to provide movement along the vertical and horizontal planes. Reveals are also utilized to add detail to the wall surfaces. Each tenant space is given its own features and massing proportions to distinguish itself from the other, while sharing certain materials and details to strengthen the cohesiveness of the building as a whole. These same unifying design elements are also shared with the Inline Building to emphasize the center's overall visual identity. The corner of the Outparcel building facing the intersection of Diamond Bar Boulevard and the Project Site's PL 2016-105 (249 S. Diamond Bar Blvd.) Page 6 of 18 - --------- IM ......................... OEM.,; Outparcel The design concept for the Outparcel is similar to the Inline Building, utilizing a composition of rectilinear modules and canopy elements to provide movement along the vertical and horizontal planes. Reveals are also utilized to add detail to the wall surfaces. Each tenant space is given its own features and massing proportions to distinguish itself from the other, while sharing certain materials and details to strengthen the cohesiveness of the building as a whole. These same unifying design elements are also shared with the Inline Building to emphasize the center's overall visual identity. The corner of the Outparcel building facing the intersection of Diamond Bar Boulevard and the Project Site's PL 2016-105 (249 S. Diamond Bar Blvd.) Page 6 of 18 main entry drive is similar to the corner treatment for Retail B, providing another unifying visual cue. The maximum height of the Outparcel is 25 feet. The proposed elevations for the Outparcel are shown below: - Landscape Plans As stated, 65 trees were surveyed on the subject property, including the large -caliper ficus that was removed this past May. There are no protected trees on site. A tree inventory, identifying which trees will be removed and which will remain, is included in Exhibit B of the attached arborist report (Attachment 4). The landscape plan proposes to retain 29 of the existing trees and plant 76 new trees, primarily within the parking lot, for a total of 105 trees (a net increase of 40 trees). In accordance with Development Code standards, 20% of the proposed new trees are 24 -inch box, while the other 80% are proposed to be 15 -gallon container sizes. Proposed tree species consist of Mexican sycamore, Australian willow, crape myrtle and Chinese pistache. Among the existing trees are three California sycamores along the Gentle Springs Lane frontage. Although they are not classified as protected trees under the City's Tree Preservation ordinance', they are proposed to remain in place. Tree protection measures for trees intended to remain in place are listed in the arborist report, and are included in the attached conditions of approval by reference. Twenty-five varieties of shrubs and groundcovers are included in the proposed planting plan, in one- and five -gallon container sizes. The proposed palette is comprised of Development Code Section 22.38.060 (Tree Preservation and Protection—Exemptions) includes the follow category of trees among those exempt from the ordinance: "Trees, except those designated by the city council as a historical or cultural tree and trees required to be preserved, relocated, or planted as a condition of approval of a discretionary permit, located on all developed properties prior to adoption of this Development Code." PL 2016-105 (249 S. Diamond Bar Blvd.) Page 7 of 18 climate -appropriate varieties, including aloe, agave, kangaroo paw, myoporum, New Zealand flax, pittosporum, raphiolepis and rosemary. ln=ground planters are also proposed within the hardscape areas in front of the shop spaces. Existing parking lot light poles (approximately 30 -feet tall) and other exterior lighting within the subject property will be replaced with new LED lighting that conforms to CALGreen energy efficiency requirements. The new parking lot light poles are proposed to be 30 - feet tall. The poles along Diamond Bar Boulevard are proposed to be 25 -feet -tall. The light poles along the rear of the property, bordering the Fall Creek condominiums, will remain, but will have the light heads replaced with an LED light source. All lighting will be shielded to prevent light spill and specular glare. Lighting levels along the rear property line are designed to be below the maximum threshold of 0.5 footcandles (a footcandle is the level of light produced by a candle measured one foot away; 0.5 footcandles would be half of that lighting level measured a foot away). Comprehensive Sign Program (QBMQ Section 22.36.060) The Development Code requires a Comprehensive Sign Program (CSP) for multitenant developments of three or more separate tenants. The intent of a CSP "is to integrate a project's signs with the design of the structures to achieve a unified architectural statement. A comprehensive sign program provides a means for the flexible application of sign regulations for multitenant projects and other users of multiple signs in order to encourage creativity and provide incentive and latitude in the provision of multiple signs and to achieve, not circumvent, the intent of (the Sign Ordinance)." [DBMC 22.36.060(a)] The proposed CSP is included in Attachment 3. Detailed conceptual designs for the two monument signs are include in the attached plans and shown on the following page. The criteria are tailored to ensure that the proposed signage is appropriate to the Project, taking into account the square footages of the Inline tenant spaces and the distance that the Inline Building is set back from Diamond Bar Boulevard. Proposed modifications from the strict requirements of the Sign Ordinance, as prescribed in the CSP and monument sign plans, include the following: ® Allowing more than one wall sign per tenant for those having more than a single facade (such as Retail B and the Outparcel tenants). A 12 -foot tall monument sign for the Inline Building tenants (6 feet is the maximum allowable height without a CSP. A second, 7 -foot tall monument sign for the Outparcel tenants (5 feet is the maximum height for detached buildings, and detached buildings need to be at least 10,000 square feet unless they are governed by a CSP) PL 2016-105 (249 S. Diamond Bar Blvd.) Page 8 of 18 Monument Signs Both proposed monument signs, located along the Diamond Bar Boulevard frontage, are designed to complement the Project architecture and utilize the same stone veneer proposed on the buildings. The sign face backgrounds are proposed to be fully opaque so that only the sign text is illuminated. -01701 r-- 09 1 PROPOSED 12' INLINE BUILDING MONUMENT FIRF—AWIN PROPOSED TOUTPARCEL MONUMENT The following analysis sets forth the foundation for the Findings of Fact contained in the attached resolution. Together, the analysis and findings provide the basis for staff's recommendation that the Planning Commission approve the Project and all of its components, subject to the conditions set forth in the approval resolution. 9 -. N me MWAII-11 Consistency with Development Code Standards Staff has reviewed the proposed project and found it to be consistent with the development standards for commercial development in *the C-3 zone. The table below provides a summary code analysis for the foundational development standards: PL 2016-105 (249 S. Diamond Bar Blvd.) Page 9 of 18 Consistency with Citywide Design Guidelines The applicant has worked closely with staff to ensure that the Project is consistent with Diamond Bar's Citywide Design Guidelines. It is staffs opinion that the project successfully captures the spirit and intent of the Design Guidelines. In addition to conforming to the minimum development standards prescribed for the C-3 zoning district, the Project will significantly upgrade the aesthetics of the subject property by transforming the fortress -like appearance of the vacated Kmart frontage into a series of contemporary, inviting storefronts, and transforming the parking lot from a minimally landscaped "sea of asphalt" to an attractive setting that incorporates trees interspersed among all parking lot bays, as well as a tree -lined pedestrian connection leading from Diamond Bar Boulevard to the multi -tenant building. Notable elements of the Project design which address the Citywide Design Guidelines include, among other things, the following: Monotony of building design is avoided through variations in wall planes, roof lines, details and materials. These design elements also succeed in reducing scale and bulk. Both the large,. Inline Building and the Outparcel building, incorporate elements which transition to the human scale. An enhanced project entry has been designed into the project which incorporates stamped asphalt, accent trees and the "theme rails" used in the City's enhanced public streetscapes to reflect community character and values. The overall composition of building forms, articulation and details is visually pleasing and harmonious. A varied palette of materials and details, including stacked stone, brick, smooth stucco and metal, and a coordinated earthtone color scheme will convey a *sense of physical permanence. Staff believes that the architecture has an enduring character that should outlast short-lived design trends. However, staff does recommend that the predominantly blank wall surfaces between Retail 1 and 2, and between Retail 2 and 3 (see figure below) incorporate some form of visual relief. A condition of approval is included in the attached resolution to require either additional architectural relief on these wall surfaces, or the planting of specimen trees within the planters proposed in front of those walls. PL 2016-105 (249 S. Diamond Bar Blvd.) Page 10 of 18 Conditional Use Permit Requests (DBMC Chapter 22.68) A CUP is required for uses whose effect on the surrounding area cannot be determined before being analyzed for suitability at a particular location. When reviewing a CUP, consideration is given to the location, design, configuration, operational characteristics and potential impacts to determine whether or not the proposed use will pose a detriment to the public health, safety and welfare. If it can be found that the proposed use is likely to be compatible with its surroundings, the Commission may approve the proposed use subject to conditions stipulating the manner in which the use must be conducted. If the Commission finds that the proposed use is likely to be detrimental to the general peace, health and general welfare, then it must deny the request. When a CUP is approved, it runs with the land and all conditions placed on the CUP are binding on all successors in interest. In other words, if a new tenant could locate in the space and operate with the same service. The new tenant would be required to comply with the same conditions as its predecessor. t Drive-Thru Service As described in the Project Description, drive-thru service is proposed for Outparcel Tenant 1, which, as of this writing, is slated to be occupied by a coffee house. The subject property is located within the General Commercial General Plan Land Use Designation. This land use designation is intended for regional, freeway -oriented, and/or community retail and service uses. An automobile -oriented use such as a restaurant with drive-thru service is clearly consistent with the intent of this land use designation. The proposed drive-thru lane and the building to which is an ancillary use have been site planned, oriented and configured to enable orderly vehicular circulation to occur in a manner that does not materially interfere with the operations of other uses in the vicinity. PL 2016-105 (249 S. Diamond Bar Blvd.) Page 11 of 18 The proposed drive-thru service lane has adequate vehicle queuing length to accommodate the expected demand in order to reduce the likelihood of vehicle stacking obstructing parking lot travel lanes. In addition, the drive-thru lane provides sufficient turning radii for customer vehicles to maneuver. The proposed drive-thru use is located within a commercial corridor occupied by retail stores, sit-down and drive-thru restaurants, service stations and other consumer services with varied days and hours of operation; as such, the surrounding built environment is an appropriate setting for the proposed use. Veterinary Clinic Veterinary clinics are permitted in the C-3 zoning district, subject to approval of a CUP. The proposed veterinary clinic will be located within a tenant space which will be occupied by a pet store as the primary use. Pet stores are permitted by right in the C-3 zone. The only distinction between the development standards for a pet store and veterinary services is that the parking requirement for veterinary services is lower than ,that of a pet store; as a result, the veterinary clinic component is regarded as an ancillary service rather than an intensification of use. Since the proposed veterinary clinic will function as an ancillary service within a permitted -by -right pet store, it will not materially alter the land use characteristics of the underlying retail pet store use. � 121- C: Minor CUPs are required for projects which may have similar potential land use impacts as "major" CUPs, but such impacts are less likely, or would be of a lesser extent. MCUP requests are normally heard by the City's Administrative Hearing Officer, but because the requests discussed below are part of a larger project requiring Planning Commission review, the MCUP components must also be referred to the Commission. On -Site Beer and Wine Service As described in the Project Description, the sale of beer and wine for onsite consumption is proposed for Outparcel Tenant Space 2, which is intended to be occupied by a "fast casual" restaurant (without drive-thru service). Restaurants are permitted by right in the C-3 zoning district. Moreover, the sale of beer and wine for on-site consumption is routinely provided in conjunction with food service. Numerous restaurants in Diamond Bar, including restaurants in the immediate vicinity of the subject property, serve beer and wine, and there are no reported incidents of such menu service imposing negative impacts in the community. Moreover, the proposed sale of beer and wine for on-site consumption in -conjunction with a restaurant use will be subject to the licensing requirements of the Department of Alcoholic Beverage Control (ABC). The City has not denied or revoked an MCUP for beer and wine sales in conjunction with a bona fide restaurant for at least a decade. Since there are no known locational or contextual characteristics associated with the proposed use that would lead staff to PL 2016-105 (249 S. Diamond Bar Blvd.) Page 12 of 18 believe that approving this proposed MCUP would lead to negative in land use impacts, staff recommends that the Commission approve the applicant's request. I M r ZOTOTOOMM Restaurants with outdoor dining are relatively benign land uses. Noise generated by patrons and other sources within such dining areas are generally the only potential causes of detrimental impacts to their surroundings. Because there are no residences or other sensitive uses within the audible range of the proposed outdoor dining areas, and as well as the fact that the Outparcel is adjacent to a major arterial roadway, it is unlikely that the proposed outdoor dining areas would be incompatible with surrounding uses. Avoidance of potential conflicts between patrons dining outdoors and vehicles circulating within the surrounding parking lot and drive-thru lane are the only reasonably foreseeable compatibility issues to be considered in the design of the proposed outdoor dining areas. Such conflicts are avoided by designing the Outparcel site in such a manner that the dining areas are clearly delineated and physically separated from the adjoining parking lanes with raised curbing and other barriers. Required off-street parking for outdoor dining patios is based on their delineated square footage, and is subject to the same ratio of parking spaces (1 space per 300 square feet) for interior dining area. The combined floor area of the two dining patios is approximately 680 square feet, which generates a parking requirement of three parking spaces; this is in addition to 14 spaces required for the 4,200 square -foot Outparcel building. As summarized in the code analysis table earlier in this report, surplus parking is available satisfy the parking requirement for the entire Project, and entirely within the boundaries of the subject property. Comprehensive Sign Program (DBMC Section 22.36.0601 The proposed Comprehensive Sign Program satisfies the purpose and intent of the Development Code by integrating the signage with the design of the building and having specific size, location, and design requirements for freestanding and building -mounted signs. The Sign Program enhances the overall development by providing size criteria for wall signs that are appropriate to the scale and setbacks of the buildings, and are placed so that they respect and harmonize with the architectural elements onto which they will be mounted. All text, graphics and logos will be individually fabricated in accordance with the tenants' branding specifications, and no generic letter styles or sign cabinets with interchangeable sign panels will be allowed. The proposed center identification monument signs, as described earlier, are architecturally designed to harmonize with the architecture of the buildings comprising the Project. The overall heights of the monument signs (7 and 12 feet) are appropriately scaled for Diamond Bar Boulevard, and are consistent with center identification signs for other shopping centers within the City: for example, the tallest monument sign at the Target center is 14 feet in height; and the pylon sign at Diamond Hills Plaza is PL 2016-105 (249 S. Diamond Bar Blvd.) Page 13 of 18 approximately 25 feet tall. The proposed monument signs are sufficient in height to provide visibility for motorists and to accommodate architectural elements that are of a higher caliber than most other freestanding business identification signs in the City. Traffic ODerational Evaluation Left -Turn Ingress at the Signalized Proiect Entrance Because additional building square footage and drive-thru service is proposed -together with the expectation that the subject property will be successful after years of enduring the presence of an underperforming big box retailer -staff requested that one of the City's on-call traffic consultants (Sasaki Transportation Services) review the proposal and provide recommendations to maintain or improve existing levels of service at the signalized Project entry at Diamond Bar Boulevard. To aid in the analysis, traffic counts were performed the week following Labor Day 2016, a time when traffic volumes return to normal with school back in session and out-of-town summer travel winds down. A copy of the traffic analysis is included as Attachment 5. The driveway intersection will likely operate at a good level of service (LOS A) most of the time-. However, based on operational factors, the traffic analysis recommends that dual -left turn lanes from northbound Diamond Bar Boulevard to the main driveway would be beneficial during peak conditions. This is based on examining the weekday (PM) peak hour findings for existing -plus -Project conditions. However, given the report's findings that an LOS of A would be sustained even without creating dual -left turn lanes, does not believe that such extensive roadway and signal modifications are warranted. Although there is adequate roadway width to accommodate striping to accommodate dual -left turns, signal modifications—and potentially the replacement of one or more signal poles—would be required to control the revised intersection movements. The Kmart store was underperforming for years. If that space was occupied by a more viable tenant, it is staffs opinion that the differential between' existing and predicted traffic volumes would be even smaller. I Rather than adding a second left -turn lane, staff recommends increasing the length of the existing left -turn pocket. The current length of the pocket is approximately 135 feet plus transition. The traffic analysis estimates Saturday peak volumes to be roughly 220 vehicles on average. Past studies have shown that one foot of left -turn storage at a signalized intersection for each left -turn vehicle during peak hours can be reasonably estimated to accommodate left -turn queuing. Based on this calculation, staff recommends lengthening the existing left -turn pocket to 220 feet plus transition. If the left -turn pocket is lengthened as recommended, two pine trees in the median closest to the current left -turn pocket transition would need to be removed to accommodate the pocket lengthening. Also, signal phasing may need to be adjusted to accommodate the longer left -turn pocket PL 2016-105 (249 S. Diamond Bar Blvd.) Page 14 of 18 A condition of approval is included in the resolution to require the applicant to construct the intersection improvements. It is anticipated that the improvements will be completed prior to opening day for the new supermarket, and a condition of approval has been added to require that the improvements be completed prior to the issuance of certificates of occupancy. It should also be noted that there are four driveways, in addition to the signalized driveway, that provide entry points to the subject property. Further, the signalized intersection at Diamond Bar Boulevard and Gentle Springs Lane includes a left -turn pocket for customers entering the project via that roadway. These various options for ingress and egress should adequately disperse customer traffic, and avoid over - concentrations of queuing at any one access point. Parkway Streetscape Improvements The City intends to install streetscape improvements along Diamond Bar Boulevard, between Golden Springs and the freeway ramps, utilizing thematic elements established along Grand Avenue, and at the intersection of Diamond Bar Boulevard and Brea Canyon Road. The'streetscape improvements will be included in a future Capital Improvement Program. A condition of approval has been included to require the applicant to either install parkway theme improvements along the subject property's Diamond Bar Boulevard frontage, or to pay -a fair -share contribution to the City for that same portion of the parkway. The fair - share cost, based on the engineer's estimate included as Exhibit A to the attached resolution, is $207,691.40. Because of the Subject Property's adjacency to the Fall Creek condominium complex, and the proposed addition of two loading bays to the rear of the Inline Building, staff requested a noise study to identify potential noise impacts and, if warranted, mitigation measures to attenuate those impacts. The noise and vibration analysis, prepared by LSA Associates, is included as Attachment 6. Operational Noise Levels The analysis concludes that loading dock operations could generate a "maximum instantaneous noise level" (Lmax) of 75 decibels (dBA), measured at a distance of 50 feet from the noise source. This potential noise generation is determined not to create additional impacts to the neighboring residential uses due to the following factors: The distance between the loading docks and nearest residential building exterior is approximately 100 feet. The distance would reduce noise by another 6 dBA from the above -noted 75 dBA Lmax estimate (i.e. 69 dBA Lmax). PL 2016-105 (249 S. Diamond Bar Blvd.) Page 15 of 18 Carports are located between the common property line and the nearest residences. These structures are estimated to provide shielding to cut noise levels by at least 5 dBA. A six-foot block wall will be constructed along the common property line between the subject property and the condominium complex. The wall will provide additional noise shielding that did not exist when Kmart was in operation. The wall is estimated to reduce noise levels by an additional 5 dBA. The noise analysis concludes that the maximum noise level that could potentially reach the nearest residences would be 59 dBA. This level is below the City's maximum exterior noise standard of 70 dBA Lmax during daytime hours and 65 dBA Lmax during nighttime hours. Construction Noise The Municipal Code limits construction hours to the hours of 7 a.m. to 7 p.m., Monday through Saturday. The noise analysis recommends the implementation of the following "good neighbor" practices to limit construction noise levels to the extent feasible: During all site excavation and grading, the project contractors shall equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers consistent with manufacturers' standards. The construction contractors shall place all stationary construction equipment so that emitted noise is directed away from sensitive receptors nearest the project site. The construction contractors shall locate equipment staging in areas that will create the greatest distance between construction -related noise sources and noise -sensitive receptors nearest the project site during all project construction. A temporary construction noise barrier, with a minimum height of 8 ft above ground, shall be implemented along the project's southwestern boundary between the project site and the nearest residences southwest of the project site. These construction noise attenuation measures have been incorporated into the conditions of approval. J�ZOMMFn � 1 8 W11 As stated, the existing 30 -foot light poles and fixtures will be replaced with high -efficiency lighting mounted on 25 to 30 -foot poles. DBMC Section 22.16.050(a) states that pole - mounted light fixtures shall generally not exceed 20 feet in height. The problem with this height limit target is that it is at odds with today's green building standards (Dl3MC Chapter 22.16 was adopted in 1998). Section 130.2(C)(3) of the California Energy Code requires light fixtures at or below 24 -feet in height to be installed PL 2016-105 (249 S. Diamond Bar Blvd.) Page 16 of 18 with motion sensors. This is not conducive to good security in a project such as a shopping center where motion sensors will create dark spots in areas when there is reduced activity. Modern exterior lighting technology enables greater precision in light spread and shielding, and virtually eliminates spillover. Th ' e proposed new lighting will provide a superior, even distribution of lighting throughout the parking lot, and will cut lighting levels to less than five footcandles at the property line adjacent to the Fall Creek condominiums. The City's more recently developed and renovated shopping centers, such as the Target center and Diamond Hills Plaza, utilize taller parking lot lights, so authorizing 25 to 30 - foot tall light poles within the Project site would be consistent with other, similar project approvals. REVIEWING AGENCIES: In addition to the Planning Division, the Public Works/Engineering Department and Building and Safety Division reviewed Project, and provided conditions of approval that have been incorporated into the attached resolution. The Los Angeles County Fire Department also reviewed the Project, and its requirements regarding emergency vehicle access have been incorporated into the project plans. Construction documents, permit issuances and inspections will be subject to review and approval of the offices named above, as well as County Public Health, County Industrial Waste and ABC. Public hearing notices were mailed to property owners within a 700 -foot radius of the subject property, and published in the Inland Valley Daily Tribune and San Gabriel Valley Tribune newspapers on September 30, 2016. The project site was posted with a notice display board, and a copy of the public notice was posted at the City's three designated community posting sites. 0 �11 T i Staff received inquiries about the Project. in response to the mailed and posted notices. At the time the staff report was published, staff did not receive any comments in opposition to the Project. The Project will result in a net floor area increase of 7,780 square feet. As such, the City has determined that the Project is not subject to the California Environmental Quality Act ("CEQA") because it falls within the class of Categorical Exemptions described under Article 19, Section 15301 (Existing Facilities) of the CEQA Guidelines in that the net increase in floor area does not exceed 10,000 square feet. Therefore, no further environmental review is required. PL 2016-105 (249 S. Diamond Bar Blvd.) Page 17 of 18 In light of the foregoing analysis, and based on the findings contained in the attached resolution, staff recommends that the Commission approve all components of the Project, subject to the conditions of approval under Exhibit A of the attached resolution. Prepared by: Greg Gubman, AICP Community Development Director Attachments: 1. Draft Resolution No. 2016 -XX 2. Project Plans 3. Comprehensive Sign Program 4. Arborist Report 5. Traffic Analysis 6. Noise and Vibration Impact Analysis PL 2016-105 (249 S. Diamond Bar Blvd.) Page 18 of 18 :171re =M IN The property owner/applicant, Diamond Bar Springs, LLC has filed an application for Development Review, Conditional Use Permit, Minor Conditional Use Permit and Comprehensive Sign Program No. PL2016-105 to request the following approvals from the Planning Commission: (a) Development Review: i. Renovation of an existing building: (1) Demolish the existing 9,210 square -foot outdoor garden center. (2) Partition the existing 84,245 square -foot building into three inline retail tenant spaces with new facades. (3) Construct an addition of approximately 12,155 square feet to the north end of the existing building. Construction of a 4,200 square -foot freestanding building ("Outparcel") to accommodate two fast casual food service tenants. The Outparcel is situated at the front of the Subject Property (i.e., toward Diamond Bar Boulevard), between the signalized driveway and the existing McDonald's restaurant located at the corner of Diamond Bar Boulevard and Gentle Springs Lane. The easterly Outparcel tenant space is hereinafter referred to as "Outparcel Tenant Space 1," and the westerly Outparcel tenant space is hereinafter referred -to as "Outparcel Tenant Space 2." iii. Renovation of the parking lot, including resurfacing and striping, new lighting, landscaping and accessibility upgrades in compliance with the Americans with Disabilities Act (ADA). Planning Commission Resolution No. 2016 -XX (b) Conditional Use Permit to establish the following uses: i. Drive-thru service for Outparcel Tenant Space 1. ii. Establishment of a veterinary clinic as an ancillary use to a proposed pet store. (c) Minor Conditional Use Permit to establish the following uses: Sale of beer and wine for onsite consumption for Outparcel Tenant Space 2. ii. Outdoor dining areas for each Outparcel tenant. (d) Comprehensive Sign Program to establish design criteria for all building - mounted and freestanding signs. The requested approvals described above shall be collectively referred to in this Resolution as the "Project." 2'. The Subject Property is comprised of two parcels totaling 8.14 acres with a zoning designation of C-3 with an underlying General Plan land use designation of General Commercial. 3. The Subject Property is designated on the official maps of the Los Angeles County Assessor as Assessor's Parcel Numbers 8717-008-019 and 8717-008- 020. 4. The City has determined that the Project is not subject to the California Environmental Quality Act ("CEQK) because it falls .within the class of Categorical Exemptions described under Article 19, Section 15301 (Existing Facilities) of the CEQA Guidelines in that the net increase in floor area does not exceed 10,000 square feet. Therefore, no further environmental review is required. 5. On September 30, 2016, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers, and public hearing notices were mailed to property owners within a 700 -foot radius of the Subject Property. Public notices were posted at the City's designated community posting sites. In addition to the published and mailed notices, the project site was posted with a display board and the notice was posted at three other locations within the project vicinity. 6. On October 11, 2016, the Planning Commission of the City of Diamond Bar conducted a duly noticed public hearing, solicited testimony from all interested individuals, and concluded said hearing on that date. 2 Planning Commission Resolution No. 2016 -XX 2006• •' NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby approves the Project based on the findings and subject to the conditions set forth below. Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar Municipal Code (DBMC) Chapters 22.36, 22.48, 22.56 and 22.58, the Planning Commission hereby finds as follows: 1. Development Review Findings (DBMC Section 22.48.040) a. The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, Citywide Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): In addition to conforming to the minimum development standards prescribed for the C-3 zoning district, the Project will significantly upgrade the aesthetics of the Subject Property by transforming the fortress -like appearance of the vacated Kmart frontage into a series of contemporary, inviting storefronts, and transforming the parking lot from a minimally landscaped "sea of asphalt" to an attractive setting that incorporates trees interspersed among all parking lot bays, as well as a tree -lined pedestrian connection leading from Diamond Bar Boulevard to the multi -tenant building. Notable elements of the Project design which address the Citywide Design Guidelines include, among other things, the following: Monotony of building design is avoided through variations in wall planes, roof lines, details and materials. These design elements also succeed in reducing scale and bulk. Both the large, multitenant building and the Outparcel building incorporate elements which transition to the human scale. An enhanced project entry has been designed into the project which incorporates stamped asphalt, accent trees and the "theme rails" used in the City's enhanced public streetscapes to reflect community character and values. 3 Planning Commission Resolution No. 2016 -XX b. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards: The Subject Property and those parcels contiguous to the Subject Property are already developed with commercial uses, and collectively function as an integrated shopping center. Reciprocal parking and access easements between the Subject Property and neighboring uses currently exist and will be maintained. Access and maneuverability for Los Angeles County Fire Department emergency vehicles has been designed into the Project site modifications to Fire Department specifications. Access into the Subject Property will be enhanced by the addition of a second left -tum lane at the existing signalized entrance on Diamond Bar Boulevard. The proposed Outparcel drive-thru service lane has adequate vehicle queuing length to accommodate the expected demand. In addition, the drive-thru lane provides sufficient turning radii for customer vehicles to A protected, ADA -accessible pedestrian path is provided within the parking lot to enable pedestrians to traverse the parking lot without utilizing parking lanes. c. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan: While the Project's architecture is clearly more contemporary and distinctive than the surrounding commercial architecture, it is not discordant in scale or style with those existing structures. Moreover, the Project's overall design is substantially more consistent with the Citywide Design Guidelines than most of the neighboring' building stock. As such, the Project is likely to serve as a positive design influence for future renovations and new construction in the immediate vicinity. d. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, color, and will remain aesthetically appealing: 4 Planning Commission Resolution No. 2016 -XX The overall composition of building forms, articulation and details is visually pleasing and harmonious. A varied palette of materials and details, including stacked stone, brick, smooth stucco and metal, and a coordinated earthtone color scheme will convey a sense of physical permanence, and style that will outlast short-lived design trends. Increasing the tree canopy throughout the Project site will further the site's appeal to occupants, customers and passersby. e. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the.vicinity: The Project predominantly consists of the rehabilitation of an existing retail development The primary land use will continue to be a shopping center. Rather than posing a detriment to the public health, safety or welfare, the Project will more likely enhance the community's visual character and economic viability by transforming a blighted development into an attractive setting which will provide added shopping opportunities within Diamond Bar. The revived, grocery store -anchored shopping center is likely to draw more customer traffic into the immediate vicinity and benefit neighboring commercial uses. f. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The Project is categorically exempt from CEQA as stated under Recital No. 4 of this Resolution. a. The Proposed Use (i.e., drive-thru service for Outparcel Tenant Space 1) 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: Drive-thru facilities are permitted in the C-3 zoning district, subject to approval of a conditional use permit. The proposed drive-thru lane has been designed in compliance with the development standards for drive-through facilities set forth under DBMC Section 22.42.050. b. The Proposed Use is consistent with the general plan and any applicable specific plan: The Subject Property is located within General Commercial (C) General Plan Land Use Designation. This land use designation is intended for regional, freeway -oriented, and/or community retail and service uses. An automobile - Planning Commission Resolution No. 2016 -XX oriented use such as a restaurant with drive-thru service is clearly consistent with the intent of this land use designation. The Proposed Use is consistent with General Plan Strategy 1.3.3: ("Encourage neighborhood serving retail and service commercial uses) in that the proposed drive-thra service will provide an additional convenience for customers, and will presumably increase sales for the business providing drive-thru service, as well as draw more customers overall to the shopping center. c. The design, location, size and operating characteristics of the Proposed Use are compatible with the existing and future land uses in the vicinity: The proposed drive-thru lane and the building to which is an ancillary use have been site planned, oriented and configured to enable orderly vehicular circulation to occur in a manner that does not materially interfere with the operations of other uses in the vicinity. As stated, the drive-thru service lane has adequate vehicle queuing length to accommodate the expected demand in order to reduce the likelihood of vehicle stacking obstructing parking lot travel lanes. In addition, the drive-thru lane provides sufficient turning radii for customer vehicles to maneuver. The proposed drive-thru use is located within a commercial corridor occupied by retail stores, sit-down and drive-thru restaurants, service stations and other consumer services with varied days and hours of operation; as such, the surrounding built environment is an appropriate setting for the proposed use. d. The Subject Property is physically suitable for the type and density/intensity of use being proposed, including access, provision of utilities, compatibility with adjoining land uses, and the absence of physical constraints: The proposed use is located within an existing shopping center along a commercial corridor with direct access from Diamond Bar Boulevard, one of the City's three major arterials, expressly designed for the automobile as the primary means of transportation. All utilities and infrastructure exist to serve the proposed use. Moreover, a signalized intersection with a dedicated left - turn lane provides direct access into the Subject Property. To further ensure that adequate queuing capacity is provided for motorists entering the Subject Property, this entrance will be upgraded to provide dual left inbound lanes. e. Granting the conditional use permit will not be detrimental to the public interest, health, safety, convenience, or welfare, or injurious to persons, property, or improvements in the vicinity and zoning district in which the property is located: The Project predominantly consists of the rehabilitation of an existing retail development The primary land use will continue to be a shopping center. Rather than posing a detriment to the public health, safety or welfare, the Project will more likely enhance the community's visual character and 6 Planning Commission Resolution No. 2016 -XX economic viability by transforming a blighted development into an attractive setting which will provide added shopping opportunities within Diamond Bar. The revived, grocery store -anchored shopping center is likely to draw more customer traffic into the immediate vicinity and benefit neighboring commercial uses. The proposed Outparcel with, drive-thru service for Outparcel Tenant will contribute positively to the mix of goods and services available at the Subject Property. f. The Proposed Use has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed drive-thru service for Outparcel Tenant I is a component of the overall Project, which is categorically exempt from CEQA as stated under Recital No. 4 of this Resolution. 3. Conditional Use Permit Review Findings for the Establishment of a Veterinary Clinic as an Ancillary Use to a Proposed Pet Store (DBMC Section 22.58.040) a. 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: Veterinary clinics and animal hospitals ("veterinary services) are permitted in the C-3 zoning district, subject to approval of a conditional use permit. This use is proposed within a tenant space which will be occupied by a pet store as the primary use. Pet stores are permitted by right in the C-3 zone. The only distinction between the development standards for a pet store and veterinary services is that the parking requirement for veterinary services is lower than that of a pet store, as a result, the veterinary clinic component is regarded as an ancillary service rather than an intensification of use. The Project as a whole exceeds the aggregate parking requirement for all uses contemplated to populate the Subject Property. b. The Proposed Use is consistent with the general plan and any applicable specific plan: The Subject Property is located within General Commercial (C) General Plan Land Use Designation. This land use designation is intended for regional, freeway -oriented, and/or community retail and service uses. As a community - oriented service use, a veterinary clinic is clearly consistent with the intent of this land use designation. The Proposed Use is consistent with General Plan Strategy 9.3.3: ("Encourage neighborhood serving retail and service commercial uses) in that Diamond Bar has a large pet population, and the City provides a variety of services for pet owners, including a dog park, and sponsors popular events such as BarktoberFest. A pet store in Diamond Bar will provide a local shopping option for the City's pet owners, and a veterinary clinic within the pet store will be an 7 Planning Commission Resolution No. 2016 -XX added convenience for the clientele, as well as provide residents with an additional choice for their pets' health care needs. c. The design, location, size and operating characteristics of the Proposed Use are compatible with the existing and future land uses in the vicinity: As discussed, the proposed veterinary clinic will function as an ancillary service within a permitted -by -fight pet store. The proposed veterinary clinic will not materially alter the land use characteristics of the underlying retail pet store use. d. The Subject Property is physically suitable for the type and density/intensity of use being proposed, including access, provision of utilities, compatibility with adjoining land uses, and the absence of physical constraints: The Subject Property has and will continue to operate as a shopping center, and is adequately served by utilities and other infrastructure necessary for its day-to-day operations. When the proposed shopping center renovations are completed, vehicular circulation for motorists, delivery vehicles and public safety vehicles, and improved pedestrian accommodations for persons with accessibility needs. As a supplemental service within a retail store, the proposed veterinary clinic will not require additional on- or offsite improvements to accommodate it. e. Granting the conditional use permit will not be detrimental to the public interest, health, safety, convenience, or welfare, or injurious to persons, property, or improvements in the vicinity and zoning district in which the property is located: The proposed veterinary clinic will operate entirely indoors as a supplemental service to a related retail use. It is reasonable to conclude that it is unlikely that such an operation would pose a detriment to the vicinity or zoning district in which the proposed use will be located. f. The Proposed Use has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed veterinary clinic is a component of the overall Project, which is categorically exempt from CEQA as stated under Recital No. 4 of this Resolution. 4. Minor Conditional Use Permit Review Findings for the Sale of Beer and Wine for On -Site Consumption in coniunction with a Restaurant (DBMC Section 22.56.040) a. The Proposed Use (i.e., on-site beer and wine service for Outparcel Tenant 2) is allowed within the subject zoning district with the approval of a minor conditional use permit and complies with all other applicable provisions of this Development Code and the Municipal Code: 8 Planning Commission Resolution No. 2016 -XX The sale of alcoholic beverages for on-site consumption in conjunction with a restaurant use is permitted in the C-3 zoning district, subject to approval of a minor conditional use permit. The proposed Outparcel within which the restaurant is proposed has been designed in compliance with the development standards for the C-3 zoning district b. The Proposed Use is consistent with the general plan and any applicable specific plan: The Subject Property is located within General Commercial (C) General Plan Land Use Designation. This land use designation is intended for regional, freeway -oriented, and/or communityretail and service uses. Restaurant uses are clearly consistent with the intent of this land use designation. Moreover, the sale of beer and wine for on-site consumption is routinely provided in conjunction with food service. c. The design, location, size and operating characteristics of the Proposed Use are compatible with the existing and future land uses in the vicinity: The sale of beer and wine for on-site consumption will be an additional menu item available within a permitted -by -fight restaurant, and will not materially alter the land use characteristics of the restaurant d. The Subject Property is physically suitable for the type and density/intensity of use being proposed, including access, provision of utilities, compatibility with adjoining land uses, and the absence of physical constraints: The Subject Property has and will continue to operate as a shopping center, and is adequately served by utilities and other infrastructure necessary for its day-to-day operations. When the proposed shopping center renovations are completed, vehicular circulation for motorists, delivery vehicles and public safety vehicles, and improved pedestrian accommodations for persons with accessibility needs will be provided. The sale of beer and wine as a supplemental restaurant menu item will not require additional on- or offsite improvements. e. Granting the conditional use permit will not be detrimental to the public interest, health, safety, convenience, or welfare, or injurious to persons, property, or improvements in the vicinity and zoning district in which the property is located: The proposed sale of beer and wine for on-site consumption in conjunction with a restaurant use will be subject to the licensing requirements of the Department of Alcoholic Beverage Control, in addition to the conditions set forth in this resolution. Numerous restaurants in Diamond Bar, including restaurants in the immediate vicinity of the subject property, serve beer and wine, and there are no reported incidents of such menu service imposing negative impacts in the community. There are no known locational or 9 Planning Commission Resolution No. 2016 -XX contextual characteristics associated with the proposed use that would lead a reasonable person to believe that approving this proposed Minor Conditional Use Permit would lead to negative land use impacts that have not been observed elsewhere in the City. In light of these facts and observations, the likelihood is negligible that approval of this Minor Conditional could be detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. f. The Proposed Use has. been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed sale of beer and wine for on-site consumption in conjunction with a restaurant use is a component of the overall Project, which is categorically exempt from CEQA as stated under Recital No. 4 of this Resolution. 5. Minor Conditional Use Permit Review Findings for the provision of outdoor dining areas for each Outparcel tenant (DBMC Section 22.56.040) a. The Proposed Use (outdoor dining areas for each Outparcel tenant) is allowed within the subject zoning district with the approval of a minor conditional use permit and complies with all other applicable provisions of this Development Code and the Municipal Code: Dedicated outdoor dining areas in conjunction with restaurant uses are permitted in the C-3 zoning district, subject to approval of a minor conditional use permit. Required off-street parking for the Proposed Use is based on the delineated square footage of the outdoor dining, and is subject to the same ratio of parking spaces to floor area that applies to the development in which the Proposed Use is located. Surplus parking is available within the Subject Property to satisfy the parking requirement for the Proposed Use. Compliance with other provisions of the Municipal Code, such as ADA accessibility, is verified during the City's plan check and inspection process. b. The Proposed Use is consistent with the general plan and any applicable specific plan: The Subject Property is located within General Commercial (C) General Plan Land Use Designation. This land use designation is intended for regional, freeway -oriented, and/or community retail and service uses. Restaurant uses are clearly consistent with the intent of this land use designation. Restaurants routinely provide outdoor dining when the appropriate setting is available for outdoor dining amenities. c. The design, location, size and operating characteristics of the Proposed Use are compatible with the existing and future land uses in the vicinity: 10 Planning Commission Resolution No. 2016 -XX Avoidance of potential conflicts between patrons dining outdoors and vehicles circulating within the surrounding parking lot and drive-thru lane are the only reasonably foreseeable compatibility issues to be considered in the design of the proposed outdoor dining areas. Such conflicts are avoided by designing the outdoor dining areas in such a manner that they are clearly delineated and physically separated from the adjoining parking lanes with raised curbing and other barriers. d. The Subject Property is physically suitable for the type and dens ityli ntensity of use being proposed, including access, provision of utilities, compatibility with adjoining land uses, and the absence of physical constraints: The Outparcel, including the outdoor. dining areas, has been designed expressly to suit the detailed specifications of two national chain fast casual restaurants. e. Granting the conditional use permit will not be detrimental to the public interest, health, safety, convenience, or welfare, or injurious to persons, property, or improvements in the vicinity and zoning district in which the property is located: Restaurants with outdoor dining are relatively benign land uses. Noise generated by patrons and other sources within such dining areas are generally the only potential causes of detrimental impacts to their surroundings. Because there are no residences or other sensitive uses within the audible range of the proposed outdoor dining areas, and the Outparcel is adjacent to a major arterial roadway, it is unlikely that approval of this Minor Conditional could be detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. f. The Proposed Use has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed outdoor dining areas are components of the overall Project, which is categorically exempt from CEQA as stated under Recital No. 4 of this Resolution. 6. Comprehensive Sign Program Findings (DBIVIC Section 22.36.060) a. The comprehensive sign program satisfies the purpose of this chapter and the intent of this section: The Comprehensive Sign Program satisfies the purpose and intent of the Development Code by integrating the signage with the design of the building and having specific size, location, and design requirements for freestanding and building -mounted signs. 11 Planning Commission Resolution No. 2016 -XX b. The signs enhance the overall development, are in harmony with, and are visually related to other signs included in the comprehensive sign program and to the structure and/or uses they identify, and to surrounding development: The proposed Comprehensive Sign Program enhances the overall development by providing size criteria for wall signs that are appropriate to the scale and setbacks of the buildings, and are placed so that they respect and harmonize with the architectural elements onto which they will be mounted. All text, graphics and logos will be individually fabricated in accordance with the tenants' branding specifications. No generic letter styles or sign cabinets with interchangeable sign panels shall be allowed. The Comprehensive Sign Program also provides for center identification and Outparcel tenant identification monument signs that are architecturally designed to harmonize with the architecture of the buildings comprising the Project The overall height of the center identification monument is twelve (12) feet, which is appropriately scaled for Diamond Bar Boulevard, and is consistent with center identification signs for other shopping centers within the City. The proposed Outparcel tenant monument sign, at seven (7) feet in overall height, is sufficient to provide visibility for motorists and to accommodate architectural elements that are of a higher caliber than most other freestanding business identification signs in the City. c. The comprehensive sign program accommodates future revisions which may be required due to changes in Uses or tenants: The Comprehensive Sign Program establishes uniform and unifying criteria to accommodate future tenant or branding changes, while maintaining the standards of design quality required of all tenant signage. d. The comprehensive sign program complies with the standards of this chapter, except that flexibility is allowed with regard to sign area, number, location, and/or height to the extent that the comprehensive sign program will enhance the overall development and will more fully accomplish the purposes of this chapter: The comprehensive sign program complies with the standards of Development Code Chapter 22.36 and will enhance the overall development through consistency with the City's Design Guidelines for commercial signage, uniformity and easy identification of the signs, and neighborhood compatibility. Appropriate criteria is provided with regard to the letter and logo heights of wall signs for the height of the building -mounted signs on storefront walls that are located nearly 400 feet from the Diamond Bar Boulevard right-of-way line, and for the freestanding signs to be located along Diamond Bar Boulevard. Approval of the Project is subject to the conditions of approval attached hereto as Exhibit A. 12 Planning Commission Resolution No. 2016 -XX The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner, Diamond Bar Springs, LLC, 9304 W. Sunset Boulevard, West Hollywood, CA 90069. 1 0 A I fig LOW M I M 1 M."I to] ki to] a I M I M - Jennifer Mahlke, Chairperson 1, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted, at a regular meeting of the Planning Commission held on the 11th day of October, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 13 Planning Commission Resolution No. 2016 -XX PROJECT #: Development Review/Conditional Use Permit/Minor Conditional Use Permit/Comprehensive Sign Program No. PL 2016-105 PROPERTY Diamond Bar Springs, LLC OWNERIAPPLICANT: 9304 W. Sunset Boulevard West Hollywood, CA 90069 PROJECT LOCATION: 249 S. Diamond Bar Boulevard, Diamond Bar, CA 91765/ APN 8717-008-019 and 20 (Hereafter referred to as the "Subject Property") 1. Development Review: (a) Renovation of an existing building: (1) Demolish the existing 9,210 square -foot outdoor garden center. (2) Partition the existing 84,245 square -foot building into three inline retail tenant spaces. (3) Construct an addition of approximately 12,155 square feet to the north end of the existing building. (b) Construction of a 4,200 square -foot freestanding building to accommodate two fast casual food service tenants, at the front of the property (i.e., toward Diamond Bar Boulevard), between the signalized driveway and the existing McDonald's restaurant (hereafter referred to as the "Outparcel;" the tenant spaces are hereinafter referred to as "Outparcel Tenant Space 1" and "Outparcel Tenant Space 2"). (c) Renovation of the parking lot, including resurfacing and striping, new lighting, landscaping and accessibility upgrades in compliance with the Americans with Disabilities Act (ADA). 2. Conditional Use Permit to establish the following uses: (a) Drive-thru service for Outparcel Tenant Space 1. (b) Establishment of a veterinary clinic as an ancillary use to a proposed pet store. PL2016-105 Page 1 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 3. Minor Conditional Use Permit to establish the following uses: (a) The sale of beer and wine for onsite consumption for Outparcel Tenant Space 2. (b) Outdoor dining areas for each Outparcel tenant. 4. Comprehensive Sign Program to establish design criteria for all building -mounted and freestanding signs. 1. The applicant shall defend, indemnify, and hold harmless the City, and its officers, agents and employees, from any claim, action, or proceeding to attack, set-aside, void or annul, the approval of PL2016-105 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: a. Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys fees, incurred in defense of such claims. b. Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. The conditions contained herein shall run with the Subject Property and shall be binding upon all future owners, tenants, operators, or successors thereto. Non-compliance with any condition of approval shall constitute a violation of the Diamond Bar Municipal Code, and shall be subject to the penalties set forth therein. 3. This approval shall not be effective for any purpose until the Applicant has filed, within twenty-one (21) days of approval of this Project, at the City of Diamond Bar Community Development Department, an affidavit stating that they are aware of and agree to accept all the conditions of this approval. 4. All designers, architects, engineers, and contractors associated with this project shall obtain a Diamond Bar Business License as required by law; and a zoning approval for those businesses located in Diamond Bar. 5. Signed copies of Planning Commission Resolution No. 2016 -XX and Conditions of Approval shall be included on the construction plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. PL2016-105 Page 2 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 6. Each condition of approval shall be satisfied prior to the milestone set forth for that condition (e.g., building permit issuance, certificate of occupancy, etc.). If compelling circumstances warrant modification to the timing for satisfaction of a condition, the Applicant may request that the Community Development Director approve such a modification. The Community Development Director reserves the discretion to approve or deny the requested modification, and to require the posting of surety or other performance guarantee as a condition of approving such a modification. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. The property owner/applicant shall remove. the public hearing notice board within three days following this project's approval. 9. The applicant shall ascertain and comply with the requirements of the Los Angeles County Fire Department pertaining to construction activities, Project development and Project operations. 10. The applicant, as part owner of Gentle Springs Lane, a private street, shall work in good faith with the street's other owners to rehabilitate it within a reasonable timeframe. However, the Project will not be encumbered by a requirement that Gentle Springs Lane be rehabilitated, prior to completion of the Project. 11. To verify compliance with these conditions of approval, the applicant shall request and pass a final inspection performed by the Planning Division prior to the issuance of any certificate of occupancy. No certificate of occupancy shall be granted until all improvements required pursuant to the Project conditions of approval have been properly constructed, inspected, and approved. Within five (5) days following the date of Project Approval, the applicant shall submit a check payable to the Los Angeles County Clerk in the amount of $111.12 for the filing of a Notice of Exemption. 2. Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, and Public Works Department) at the established rates, prior to issuance of building or grading permit, as required by the City. School fees as required shall be paid prior to the. issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. PL2016-105 Page 3 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 3. Prior to plan. check approval, all deposit accounts for the processing of this Project approval request shall have no deficits. C. TIME LIMITS The approval of the Project expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar Municipal Code (DBMC) Section 22.66.050 (b)(1). The applicant may request in writing a one- year time extension subject to DBMC Section 22.60.050(c) for Planning Commission approval. Construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. Construction document requirements are detailed further under the Public Works/Engineering and Building and Safety subsections of these Conditions of Approval. 2. Prior to building issuance, a Certification of Design, together with landscape and irrigation plans prepared by a licensed landscape architect, shall be submitted to the Planning Division for review and approval by the City's Consulting Landscape Architect. Landscape construction documents shall be separately collated and submitted as a standalone construction document package. a. Submit three (3) separately collated sets of landscape construction plans which include planting plans, irrigation plans, grading plans, calculations and specifications. Contact the City's consulting landscape architect/plan checker Greg Clark, ASLA at (909) 481-5750 for questions regarding specific submittal requirements. b. Review of the landscape construction documents shall be subject to the hourly rates set forth under the City's contract with the Consulting Landscape Architect, plus an 18 -percent administrative fee, in effect at the time of landscape construction document submittal. c. Landscape and irrigation plans, and all supporting documentation, shall comply with the City's Water Efficient Landscaping Ordinance in effect at the time of construction document submittal. The,conditions set forth in this subsection shall be incorporated into the construction documents as applicable, and shall run with the land: PL2016-105 Page 4 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A All ground -mounted utility appurtenances, such as transformers, air conditioning condensers, etc., shall be located out of public view, or adequately screened through the use of a combination of walls, berms, and/or landscaping to the satisfaction of the Planning Division, provided they maintain the required utility company clearances. The. use of UV resistant wrap films on such appurtenances may also be utilized where appropriate and effective for screening purposes, subject to prior review and approval of the Serving Utility Provider and Community Development Director. This condition is not applicable to utility appurtenances behind the existing Building which shall be considered out of public view. 2. All roof -mounted equipment shall be screened from public view. 3. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 4. The exposed faces of newly -constructed retaining walls along Gentle Springs Lane and within other public viewsheds shall have decorative surfaces, subject to review and approval of the Community Development Director. Existing retaining walls to remain along Gentle Springs Lane shall be screened by landscaping where feasible. 5. Except for shopping cart corrals located within the parking lot, shopping carts shall be either: a. Stored within the interiors of the associated tenant spaces; or b. Located within fully -screened corrals located along the associated tenant storefronts. Designs and construction plans for exterior shopping cart storage areas shall be submitted to the Planning Division for review and approval. 6. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. 7. Existing trees to be retained and incorporated into the Project shall be protected in accordance with the "Construction Guidelines for Trees to Remain and be Preserved" as listed in the arborist report prepared for the project by Steve F. Andresen Arborist Services, Dated September 2016. Protective fencing and other temporary measures shall be incorporated into the grading plan, both graphically and in the grading plan project notes. Trees that are damaged or fail to survive construction activities shall be replaced with specimen trees; proposed replacement tree species shall be submitted to the Community Development Director for review and approval. PL2016-105 Page 5 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 8. At least one of the following design options shall be executed within the areas between Retail I and 2, and between Retail 2 and 3, as depicted in the figure below: a. Clad the entire wall surfaces of "O" -planes of Retail 1-2 and 2-3 with ledgestone or clinker brick veneer, or provide an alternative method of architectural relief subject to review and approval of the Community Development Director. b. Incorporate specimen trees within the planters in front of the blank walls connecting the Retail 1-2 and Retail 2-3 inline tenant spaces, as depicted in the figure below. Tree species shall be subject to approval of the Community Development Director. Construction shall be limited to the hours between 7:00 a.m. and 7:00 p.m. on weekdays and Saturdays in accordance with the Diamond Bar Municipal Code. Construction activity within fully enclosed buildings may occur provided that such activity is not audible at the Subject Property's parcel boundaries, subject to approval by the Community Development Director. 2. During all site excavation and grading, the project contractors shall equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers consistent with manufacturers' standards. 3. The construction contractors shall place all stationary construction equipment so that emitted noise is directed away from sensitive receptors nearest the project site. PL2016-105 Page 6 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 4. The construction contractors shall locate equipment staging in areas that will create the greatest distance between construction -related noise sources and noise -sensitive receptors nearest the project site during all project construction. 5. A temporary construction noise barrier, with a minimum height of 8 ft above ground, shall be implemented along the project's southwestern boundary between the project site and the nearest residences southwest of the project site. FaIMEN�]��� The site shall be maintained in a condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. The sale of beer and wine for on-site consumption is approved for Outparcel Tenant 2 only as set forth in this Resolution 2. The business operator shall obtain the appropriate permit from the Department of Alcoholic Beverage Control (ABC) and provide written verification to the City of said license before commencing the sale of on-site consumption of alcoholic beverages. Applicant shall be in compliance with all requirement of said licensing agency. 3. The sale of beer and wine shall only take place when the kitchen is open and the full menu is available for ordering. For the purposes of this condition, the service of meals shall be as defined by Section 23038 of the State of California Business and Professions Code ("bona fide public eating place"). 4. Barriers enclosing outdoor seating areas where beer and wine is consumed shall be subject to ABC requirements, and shall be constructed with decorative materials, subject to review and approval of the Planning Division. PL2016-105 Page 7 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A An Erosion Control Plan shall be submitted concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction. The erosion control plan shall conform to National Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. For construction activity which disturbs one acre or greater soil a Storm Water Pollution Prevention Plan (SWPPP) will be needed. 2. The applicant shall comply with Low Impact Development (LID) requirements to the satisfaction of the City Engineer. The LID Plan will be required to comply with the 2012 MS4 Permit. The LID Plan shall be approved prior to grading permit issuance and/or building permit issuance for new structures. 3. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 7:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. Additionally, all construction equipment shall be properly muffled to reduce noise levels. Prior to grading plan submittal, a geotechnical report prepared by a Geotechnical Engineer, licensed by the State of California, shall be submitted by the applicant for approval by the City Engineer. 2. Upon approval of the geotechnical report, the applicant shall submit drainage and grading plans prepared by a Civil Engineer, licensed by the State of California, prepared in accordance with the City's requirements for the City's review and approval. A list of requirements for grading plan check is available from -the Public Works Department. All grading (cut and fill) calculations shall be submitted to the City concurrently with the grading plan. 3. Finished slopes shall conform to City Code Section 22.22.080 -Grading. 4. All easements shall be clearly identified on the grading plan. PL2016-105 Page 8 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 5. The grading plan shall show the location of any retaining walls and the elevations of the top of wall/footing/retaining and the finished grade on both sides of the retaining wall. Construction details for retaining walls shall be shown on the grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 6. All equipment staging areas shall be located on the project site. Staging area, including material stockpile and equipment storage area, shall be enclosed within a 6 -foot high chain link fence. All access points in the defense shall be locked whenever the construction site is not supervised. 7. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 8. The maximum grade of driveways serving building pad areas shall be 15 percent. In hillside areas driveway grades exceeding 15 percent shall have parking landings with a minimum 16 feet deep and shall not exceed five (5) percent grade or as required by the City Engineer. Driveways with a slope of 15 percent shall incorporate grooves for traction into the construction as required by the City Engineer. 9. All slopes shall be seeded per landscape plan and/or fuel modification plan with native grasses or planted with ground cover, shrubs, and trees for erosion control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer. 10. A pre -construction meeting shall be held at the project site with the grading contractor, applicant, and city grading inspector at least 48 hours prior to commencing grading operations. 11. Rough grade certifications by project soils and civil engineers shall be submitted prior to issuance of building permits for the foundation of the structure(s). Retaining wall permits may be issued without a rough grade certificate. 12. Final grade certifications by project civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy respectively. 13. Prior to the issuance of any permits, the applicant shall provide written permission to the satisfaction of the City from any property owners which will be affected by offsite grading. PL2016-1 05 Page 9 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 1 Detailed drainage system information of the lot shall be submitted. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on-site drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. 2. Prior to the issuance of a grading permit, a complete hydrology and hydraulic study shall be prepared by a Civil Engineer registered in the State of California to the satisfaction of the City Engineer. 1 Prior to the issuance of a Certificate of Occupancy for any land use within the Subject Property, the signalized intersection providing direct access into the Subject Property shall be improved in accordance with the Traffic Analysis for the Project prepared by Sasaki Transportation Services, Inc., dated October 2016. Intersection improvements shall include the following: a. A dual left -turn pocket length of 200 feet plus transition for the northbound Diamond Bar Boulevard to westbound Subject Property driveway, and related signal modifications to accommodate dual left turns. b. Two inbound lanes and one exit lane at the signalized Subject Property driveway. The combined width of the two inbound lanes shall be at least 25 feet, and the exit lane shall be at least 20 feet in width. Street improvement plans shall be submitted to the Public Works Department for review approval and permit issuance prior to the commencement such work. 2. Prior to the issuance of a Certificate of Occupancy for any land use within the Subject Property, the Applicant shall either: a. Submit plans for review and approval, obtain permits and construct improvements along the Subject Property's Diamond Bar Boulevard parkway frontage in conformance with the Diamond Bar Citywide Streetscape Design Guidelines, as listed in Exhibit B of this Resolution; or b. Submit payment to the City of Diamond in the amount of $207,691.40 to be applied toward future public streetscape improvements along Diamond Bar Boulevard, between Golden Springs Drive and the SR60 on and offramps. L. UTILITIES 1 Easements, satisfactory to the City Engineer and the utility companies, for public utility and public services purpose shall be offered and shown on the PL2016-105 Page 10 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A detailed site plan for dedication to the City or affected utility company as deemed necessary. 2. Applicant shall relocate and underground any existing on-site utilities to the satisfaction of the City Engineer and the respective utility owner. 3. Underground utilities shall not be constructed within the drip line of any mature tree except as approved by a registered arborist. Applicant shall obtain connection permit(s) from the prior to issuance of building permits. 2. Applicant, at applicant's sole cost and expense, shall construct the sewer system in accordance with the City and, if necessary, the Los Angeles County Public Works Department. Sewer plans related to Los Angeles County maintained facilities shall be submitted for review and approval by the City Public Works Department. All other privately maintained sewers shall be submitted for review and approval by the City Building and Safety Division. 3. A Sewer Study shall be submitted to the satisfaction of the City Engineer. If the Study finds the existing sewer system is not adequate to handle the new development flows, the applicant shall pay impact fees as deemed necessary by the City or upgrade the existing sewer system as necessary. All impact fees shall be paid prior to issuance of final inspection. At the time of plan check submittal, plans and construction shall conform to currently adopted State and Local Building Code requirements and all other applicable construction codes, ordinances and regulations in effect. - 2. Provisions for Cal Green shall be implemented onto plans. Certification shall be provided by the project design team and coordinated with Building Inspections. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current Cal Green Code. 1. An accessible path of travel is required to occur from the public way to each building as well as between each retail pad. The ADA path of travel shall not PL2016-105 Page 11 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A exceed 5% in the path of travel and 2% cross -slope. Drainage gutters shall not impede any paths of travel. Ramps, including and curb ramps, shall not - exceed a slope of 8.33%. 2. Entrance landings shall have a maximum 2% slope in all directions. 3. The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 4. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building & Safety Division. 5. "Separate permit shall be required for all wall and monument signs and light poles" and shall be noted on plans. 6. Indicate the proposed addition and existing building on the plans. Submit code analysis and justification showing the following: a. Type of construction b. Sprinkler system C. Each group occupancy d. Scope of work for shell building. If it includes any interior alteration, mechanical units on roof, extent of plumbing work, and extent of exit lighting. e. Accessibility analysis for the entire site and for each building f. Shaft rating/ exterior wall construction/ opening protection 7. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 8. The location of plumbing lines shall be located on plans for the future tenant improvements as well as proposed area for future grease interceptor. Where the interceptor is installed under this permit, LA County Industrial Waste approval is required. 9. An allowable area analysis with type of construction and location of existing or new fire walls shall be shown on plans to justify the type of construction and area. 10. Changes to the onsite utilities shall be shown on the plans and shall be approved separately by each separate utility agency. PL2016-105 Page 12 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 11. Trash enclosures shall be accessible to the disabled. 12. On-site utility work beyond the utility provider connection point, will require Building permit and separate plan check fees. 1 A construction phasing plan shall be submitted to the Building and Safety Division for review and approval. 2. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar Municipal Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 3. Prior to building permit issuance, all school district fees shall be paid. Please obtain a form from the Building and Safety Division to take directly to the school district. 4. Alterations to the sewer lines shall be approved by Public Works and LA County Sanitation District. 5. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 6. All workers on the job shall be covered by workman's compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. 7. The applicant shall verify all required outside agency approvals required prior to permit issuance as applicable including LA County Fire, Industrial Waste, and Health. 8. No occupancy of the facility shall occur until tenant improvements are completed and all work is finalized by all municipal agencies. 9. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 10. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 11. The project shall be protected by a construction fence to the satisfaction of the Building Official, and shall comply with the NPDES &BMP requirements (sand bags, etc.). All fencing shall be view obstructing with opaque surfaces. PL2016-105 Page 13 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 12. The applicant shall contact Dig Alert and have underground utility locations marked by the utility companies prior to any excavation. Contact Dig Alert by dialing 811 or their website at www.digalert.org. 13. The applicant shall first request and secure approval from the City for any changes or deviations from approved plans prior to proceeding with any work in accordance with such changes or deviations. 14. Drainage patterns -shall match the approved grading/drainage plan from the Public Works/Engineering Department. Surface water shall drain away from the building at a 2% minimum slope. The final as -built conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. 15. Special inspections and d structural observation will be required in conformance with CBC 1704 to 1709. 16. All plumbing fixtures, including those in existing areas, shall be low -flow models consistent with California Civil Code Section 1101.1 to 1101.8. 17. Accessible paths of travel shall be maintained at 48" minimum with no obstructions. ANO] PL2016-105 Page 14 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A .. € Demolition I� .. s�.: 8 � .fi: 10 wwo-41617"', Concrete Sidewalk Removal 1,365 SF $3.00 1 4,095.00 Concrete Header 13 LF $3.00 37.50 Trees 7 EA $500.00 3,500.00 Sub -Total $7,632.50 Earthwork Grading/Compaction 90% 5,400 SF $0.50 2,700.00 Soil Removal for new Trees 2 cy per tree 14 CY $57.00 798.00 Sub -Total $3,498.00 Site Work Colored Concrete Flat work 1,365 SF $8.00 10,920.00 Architectural Paving Stone 700 SF $27.00 18,900.00 Accent Boulders Large EA $1,500.00 Design W— Precast Post and Wood Rail 5 EA $8,000.00 40,000.00 Design 'B'— Precast Post and Wood Rail with decorative steel panels EA $15,000.00 Iron Tree Grate 7 EA $2,500.00 17,500.00 Rams 2 EA $6,000.00 12,000.00 Sub -Total $99,320.00 IRRIGATION Irrigation Hunter Drip System 665 SF $2.50 1,662.50 Sub -Total $1,662.50 Landscape 24" Box Tree 7 EA $350.00 2,450.00 AGA CAL 1 Gal 22 EA $8.50 187.00 HES PAR 5 Gal 34 EA $29.00 986.00 TRA JAS 1 Gal 300 EA $15.00 4,500.00 GRE LAN (5Gal) 50 EA $29.00 1,450.00 ROS NOA (3Gal) 100 EA $15.00 1,500.00 2" Thick Laver of Mulch 665 SF $1.00 665.00 Sub -Total $11,738.00 Electrical Lighting Electrical Pedestial 1 EA $5,000.00 5,000.00 Design "A" Post and Rail in Parkway 6 EA $1,500.00 9,000.00 Iron Tree Grate 7 EA $1,500.00 10,500.00 Sub -Total $24,500.00 Total 148,351.00 Project Design (15% of total) LS $22,252.65 22,252.65 22,252.65 CM and Inspection (15% of total) LS $22,252.65 22,252.65 22,252.65 10% Contingency.$14,835.10 Grand Total $207,691.40 PL2016-105 Page 1 of 1 Planning Commission Resolution No. 2016 -XX I Exhibit B I I I __ ­ --- - I - ­ I -_ - � - . - I -,.- � ,. ­:­ --­ � L��-:­n-��-_��- =_ _'� -, - " -­-, - - � I I �.'_­__ - - - - = - - - -�­. - I I __ .-,- - , -, - - ____ _­­- I ­­� - - - _'�:__._ - - -_ - - - " ' - - -:17= _____7� -_ `�__ � ,- - ,- � - I _. . � - - - - I - � ... - �. - I Iz - , I%- � - I - I . - - �. . . �� , _� -:7 F��_ .___�_ =_f' _�7:; - . � � - - .1 - - I � 11 I - � t - - - - - - I I - � � I I . � - - --- - . - - � -- ­�- - :-- -- -��7*�7 -_­ �­ ,- I _� - � - � � ­ I I 11 1. 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':". - - - - _'_ _ . * - - ­ . - . ­ I - __ * - � - - - � : � , � � .. � " � . - , . - -- - - - - . � � . . - I - ' - �:::__ I ; �, I 11 �' �- � � - - �� - �, - _'�_' - ��- �� - � '�' -1 - �..- -��- -�--':7-�a. . -1 � - � _ - , - . , - _ __ - - - _ - - ­_ �� - - - - __ � _ � __ � . I - �' - I- ,- __ o I .1 - _ � � � . � - - - __ - __ - - - - � " , . I ­. ,- % . I - I mmmcmmmm� . - mj'.: , " " �1' � - � � �- - ' " , - - . A�< /� - - T T I Flg� I 29�7 T T LV V = _iUmT_ � .7-) �' � I � - Z I � . : .. . � ____ - -- . PROJECT: CLIENT: � ; r -_�:�.' ;' ­ _� . .� "; . I . I (-.1 I . I - PUL %H@M [0 [@&n , (� ARCHITECT: 3PEUMG __ . . . . . . , . - C_ g, ) [L[Lg , - , �' : , , _ �' , , , , , , . , , - � . I '�_­ , . ' ". �' � , , _­ - _� .. , - � DUNDMID BAR RANCH 11 , :� r ,.r r' � - '' __ I . �� .-T,_ " ; , " ".."11- - DIAMOND BAR BLVD. & GOLDEN SPRiNG DR. �': _ , - :"_ . - - 11' � , "_ - � . - - z� - _ " NATIONAL 9034 West Sunset Blvd. I -_q'_ 1 - -_ E'%'GINEEPING Ei CONSUL1114G, INC DIAMOND BAR, CAUFORNIA West Hollywood, CA 90069 _'11-11, _____­._.__ " I- r1g.-HA6 11, A�, �C, M7. 19 1 -.1 ... ....... ........ ... ....... ............ . . .. .... .. . . . .. ..... .. ............ .... ... .. T 26* -D' 9,210 .. ... ..... ..... . ..... .. Z - . . . .. ........ 7777777:. . . . ............ -a fjA IZRYJCFRETAI A4� ,M � + w 0"I 2 �2 AIN 3 A !ell R N 0, g TOTAL RETAIL 93,455 SIT. lm�!- 555,650 SF+/- 12.76 Acres (D C) 336,080 SF+/. 7.72 Acres Existing Kmart Retail 84,245 ECi 0 n- U) 4 Existing Kmart Garden Ctr-open 9,210 PUTIDA ,0 C, Total Existing Kmart Area 93,455 @ 4.0 1000 377 Existing Retail 4 & 5 (N.A.P.) 36,398 @ 5.2/ 1000 188 -JMMEJM�129,853 ry SF+/- vid W lmmismmmmmmmmm z i,— LL, z w 565 318mm n oo 4.4/ 1000 Stalls 0 LL. 11 % 0 9.23 / 1000 9,210 .. ... ..... ..... . ..... .. Z - . . . .. ........ 7777777:. . . . ............ -a fjA IZRYJCFRETAI A4� ,M � + w 0"I 2 �2 AIN 3 A !ell R N 0, g TOTAL RETAIL 93,455 SIT. lm�!- r. 2 1", NORTH AS BUILT- EXISTING SITE PLAN SCALE: 1" = 40'-0" -JZ11 <pi z z 0 04 -Z ,u Z° 0 zw IM (D C) Y 51 C) rn % E I S I N R E TA It 4 LL ECi 0 n- U) 4 G EXIST' OUT 0 PUTIDA ,0 C, AR9 -o- 13 1C, ff-W M V0 w". a ry vid W z i,— r. 2 1", NORTH AS BUILT- EXISTING SITE PLAN SCALE: 1" = 40'-0" -JZ11 <pi z z 0 04 -Z ,u Z° 0 zw IM CHECKED BY: VP DRAWN BY: VP DATE: OMC2016 SCALE: JOB NO.: Sheet Tttle: SITE PLAN SE -01 (D C) U) (JmU C) rn Z_ LL ECi 0 n- U) =1 0 U) r) z 0 ,0 C, W M ry W z i,— LL, z w L>- < Z n oo 00 cf) 0 LL. -j cr� 0 W w >� Z ma WU.) 0 U) w 0 Z wzz 0 w m 0 75; < < '0C9 0 z 0 o W:5 [Q n; < W r) 0 .6 E CHECKED BY: VP DRAWN BY: VP DATE: OMC2016 SCALE: JOB NO.: Sheet Tttle: SITE PLAN SE -01 i;r'l r�4 11 CHECKED BY: VF - DRAWN BY: VP DATE: =4=16 SCALP-' JOB NO.: C -CHC -OU Sheet Title: SITE PHOTOS PE -01 CD CD C) 0 o M (1) Z O ox cr) U) W ry W Z ��; W> 0 IL - R 0 -M 0 -i LLI 11 W Z < > W <M ow 0 to < Z 0 wzz 0 LU 0 z 0 0 0 M w :5 < IL Wo IL CHECKED BY: VF - DRAWN BY: VP DATE: =4=16 SCALP-' JOB NO.: C -CHC -OU Sheet Title: SITE PHOTOS PE -01 - — - -------------- ::::p . ...... . ..... k N a 71-11 ........... . ............ . ........ ........... .......... . . ........ ........... % II 6 1-17 N C11 - _--�� -I� I - HHD \3 ALTA/AGSM LAND TITLE SURVEY jjj� I 249 S. DIAMOND BAR BOULEVARD .......... ............... ................ ........................... .. ................. 7"" , .1 DIAMOND BAR, CALIFORNIA 3 TITLE AND BOUNDARY INFORMATION N VE—N NORTH 11-24-15 15949olta0l . . . . . . . . . . . . . .............. .. . ........ .... .............. 15-949 s,Fho R-6, 210 F— Anghch H11. colifaffli, 92808 (714) 65 -68 5 60 [-:z-- u C-1 NORTH ALTA- EXISTING SCALE: 1" = 40'-0" U 7 < W z z 0 160 i Md DRAWN BY: VP DATE: OV24=16 Engineering, Inc. Of W Z r - w z w > uj 0(.) > 0, -j R 0,00 —, W w of z > cn � 9 BE W 00 U.-) cz, oz 4 o' 0 W < z 0 0 w 0 a Lij < -w D CHECKED BY: VP SCALE: JOB NO.: ccHCos2 Sheet Title: EXISTG SURVEY ALTA Of W Z r - w z w > uj 0(.) > 0, -j R 0,00 —, W w of z > cn � 9 BE W 00 U.-) cz, oz 4 o' 0 W < z 0 0 w 0 a Lij < -w D CHECKED BY: VP SCALE: JOB NO.: ccHCos2 Sheet Title: EXISTG SURVEY ALTA CHECKED BY: VP SCALE: JOB NO.: ccHCos2 Sheet Title: EXISTG SURVEY ALTA I� T ..................... ............ . ............. ------ ----------- ------ ................................ ........... .. ... . ..... ... ........... ..... i T MONUMENT Vicinity Map • EXISTING ' . BUILDING' 9 F 32 32 iD9 38' 0— 26'-0" Tz —is iT Ty p, — TYP. Typical Parking Sizes -;?A C Standard 9'x19'- Prov'd- 579 stalls Van H/C 17'x19' - Prov'd: 4 stalls H/C p Std 14'x19' - Prov'd: 10 stalls Std 2 -way traffic aisle: 26' Truck accessible aisle: 28' Min. end aisle width: 6' throughout OTO �`T �� o 6'x6' min. - Tree Wells - out -to -out �j: \ PROJECT SUMMARY 555,650 SF+/- 12.76 Acres W ITIM 336,080 SF+/- 7.72 Acres Major Retail 1 29,365 #@ 3.3/ 1000 97 Major Retail 2 27,262 #@ 3.3/ 1000 90 Major Retail 3 27,618 #@ 3.3/ 1000 91 Major Retail B 12,155 #@ 3.3/ 1000 40 Out Parcel A 4,200 !@ 3.3/ 1000 14 Total Kmart Parcel Bldg Area 100,600 @ 3.3/ 1000 332 #Ch -22 DIB -MG -Sec 22.30.0 0-T 3- 0 Parking for Shopping Center >50k SF Z C�33 t I t 0 M i 1100- M, IMEM EN1W WE �m NEW 111 ITA B 1 2 3 RETAIL MAJOR MAJOR MAJOR ±12,155 RETAIL RETAIL RETAIL S.F. ±29,365 ±27,262 ±27,618 Ll H 1. S.F. S.F. S.F. Proposed Kmart ParcelBidg @ 4.0 398 .."100,600 LDRAWN E)dsfing Retail 4 & 6 (N.A.P.) 36,398 @ 5.41 1000 195 DATE: OM412DIS 136,998 SF+/- .... ...... Ll H 1. 0 I I L 593 0) CC C) 4.3/ 1000 Stalls N Sheet Title: • SITE PLAN 527 Stalls CITY SITE PLAN Z 41% 2.45 1000 CSP -01 � 30 I t_ U < 20: z 0 'ou < UJ ?W 7 0 o zo EXIST WW K ry M (D D 11-4' W > M CE < 'OW r W-) W, -D" 0 uz,: IL Z 0 0 0 W.— EX S' G EXISTG W IW < OUTDOOR Ir a 1) "TDt-, 0 - W 0 (XL ARAREA . ..... ...... EXISTING.: X' *G LDRAWN BY: VP RETAIL DATE: OM412DIS .... ...... Ll H 1. I I L 0) CC C) N Sheet Title: CD CD > SITE PLAN CITY SITE PLAN Z SCALE: 1" = 40'-0" CSP -01 C =1 ,, M C/5 17) �2 .`... ., I z 0 0 0 CY) U) 'T::: /. W n" L--- uJ T W ZW EL—U W> : 0 0 0 U) LL EXIST WW K ry M (D D 11-4' W > M CE < 'OW r W-) W, -D" 0 uz,: IL Z 0 0 0 W.— EX S' G EXISTG W IW < OUTDOOR Ir a 1) "TDt-, 0 - W 0 (XL ARAREA . ..... ...... CHECKED BY: VP LDRAWN BY: VP DATE: OM412DIS .... ...... Ll H 1. JOB NO.: C-CHG-ODZ NORTH Sheet Title: SITE PLAN CITY SITE PLAN SCALE: 1" = 40'-0" CSP -01 U _j 0) (D _j U)O C:) O 31W PREMOLDED 27'-4* z STONE CAP TO EXPANSION JOINT FILLER co 0 Z MATCH BUILDING4'-11" 0 0 8) 4-3" 15 cy) U) fto.117 MU WAU.-GROUTALL CELLS - PAINT T MATCHAD.I.WALL w CONT.SEALANT 3W BC,M,U. WALL W1 W Z r— 6 If3TIE.ATI.-C%C. SLOpE W> INTERIOR WALLS & STONEVENEER E "VERT. TON:ER uc > " 'm o ' w o J W w FLOOR TO BE SEALED OVER TO MATCH I > w LED wz VEN 3r D.C. c I Z,, Z 0 Q� 0 w 0 0 WIAMERITONE SEMI -GLOSS COATING BUILDING TYP. CD 0 To MATCH STULDING 94 CONT. HORM. TYP. a- Go a: CONCRETE I—Ril — 3 PLACESiO EE FLOOR PLAN SEE PROVIDE CHAJN-LtNK COICRUECURB 0113 SIDES -SEE DTL. IW- NIORC RI BOILS REPORT SEE FENCE OR SEPARATION S"CONC. SLAB. SEE CIVIL DWG tv SL TYP, GREASE V THICK SLAS WITH 0.T0 It' CONTAINER ENCLOSURES O.C. E.W. OVER T OF SAND. FROATIRASH•�2) TRASH BINS, ME-U`M SITDRAIN... HIS. - 10 0 SLOPE FINISH FINISH 0 GRADE 6 PROVIDE DRAIN W/ 0 PER FT MIN SLOPE Z MIN It G* X 0* CONC. —C.R. ATCONC�, TYP. CON -FOTING KEYED RHB WITH'" CONT. T.9 =BASE PER SOILS REPORT MIN. - '1 43 43- CIT 7771� 2 �,i TRASH ENCL. WALL 0 .51 CONCRETE CURB D .Zr. 1. 2 4"X10"TRELLIS FRAMING, 4'X1 D" TRELLIS FRAMIN MEMBER W1 SIMPSON SO MEMBER W/ SIMPSON SO 46 OR APPROVED EQUAL 46 OR APPROVED EQUAL To 6214 MEMBER To 6X12 FRAMING MEMBER 6'xl Z'TRELUS FRAMING, CLARITY LABEL RECYCLING AREA W1 SLIDING BAR LATCH 14 RELLISF=ill G, M W, SIM MEMBER 0 0 MEMB RWI SIMPSON PC E UNIVERSAL RECYCLING SYMBOL METAL DOOR AND FRAMING 660R APPROVED '�v ED 66 OR APPROVED EQUAL TO 6x6 POST BELOW TO I POST BELOW W. - WALL CONC.GL'K WISTONE VE NNER OVER TO MATCH SIMPSON CC TYPE SEAT, WIT 2 314"x 12" WOOD . EMBEDDED WOOD STUD BELOW POST INTO GROUT O SLAB 0IL 811wx16`1CMUw/ L, J wxa,,xiu,cmuw/ 77 --TAT e�iv EXTERIOR PLASTER EXTERIOR PLASTER 11 TRASH ENCL. WALL SCALE: 4 DETAIL 3 TRASH ENCLOSURE 0 v 0 .25- .51 D .25- .5' j----_—__.__.___---------24--------------------------------------- PLASTER" J SCREED A 1--6. 15 @ EQUAL SPACING = ZZ -0- 12" 11-F COLORS — EXTERIOR CEMENT PLASTER Of MASONRY WALL TT 1. ALL WOOD FRAMING n n n n n n n n n n n TRELLIS AND MEMBERS 3- CON CRETE COLUMN OUTLINE OF SHALL BE OLYMPIC If ±I= TI= Z 3� Im —il _: WALL CORNICE — SOLID COLOR STAIN "CHAMOIS" 4, 4, 111 TUBE STEEL POST FILLED W1 CONCRETE, PAINT i= I ly 1AX"All I- 8 x 16" GONG. 2. ALL BLOCK WALLS TOMATCHADJ.wALL SCOCKWALL SHALL BE EXTERIOR SURFACE SEE DET. 6'-D"HIGH CEMENT PLASTER FIN. W1 INTEGRAL COLOR HEAVY DUTY TW 5"H 11 11TIRI PAINTLAHABRA (3) x HINGES TO FRAME RECYCLING ASHI I I I I I 11 I I I I CONTAINERS (WHERE I I I I 3. ALL METAL GATES AND FENCES AND METAL AND POST, PAINT TO MATCH I I OCCURS) BY 4X10 TRELLIS FRAMING ACCESSORIES SHALL ADJ. WALL SURFACE HERS N.IJC I I OTO 1 : 11 ; I ;; I ; i ; I I TYR BE PAINTED BLACK TO X 114 FRAME AND . MATCH LIGHT POLE. DIAGONAL BRACING, WELDED If 11 I I I I I I 11 it It it III 6X14 TRELLIS FRAMING Z 2-PLCS. ALL AROUND Z: :r rl: IIll I it 11 __TYP. PLAN 13/8"C ORRIGATED STEEL DECKING, WELDED TO FRAME, ED PAIN ALL SIDES TO MATCH �_ POST. SEE TjIYE�i[_ (9 WALL SURFACE ADJ.T CONCRETE CURB, SEE CIVIL CHUTE TRASH ENCLOSURE DOOR 10 .25' .5- ITT I SCTLE 5 (2) TRASH BINS, 7 -1-1 vy (6�O"L x 6-0"D) TYP. CONCRETE APRON NOTE: 4'W"x­114" TUBE SEAL CHUTE WEATHER TIGHT 0 ALL FRAMING STEEL POST FILL ETIERIOROFWALL 6X1 4 TRELLIS FRAMING TYP. 2 S MEMBERS SHALL ME WICONCRETE, END LOAD COMPACTOR PLAN -PLACE BE R SAWN PAINTED WITHSECURMCHLUE COMP 9E DOORFRAME DDDR, FRAME & CHUTE IN 4X10 TRELLIS SLIDING BAR LATCH U MAORATHON RAM -JET CC MPACTO PACKAGE (WITH R TYP. FRAMING0 r3, 4 CONCRETE SLAB OR NO - — — — — — — SUDEIOLT LATCH FOR 24 GA. CORRUGATED PAINTED STEEL C A.G. PAVING AMAROUND PADLOCK), BILL @ +40"A.F.F. 11-w PANEL DOORS AND FRAME. TYP. SLAB A CH DOG+K)Usc BUILDING EXTERIOR WALL TYP. CONTAINER CONCRETE TR R COMPACTOR FOOTING 7-I.R. r IL FRONT ELEVATION I " CANE BOLTS SET-IN IX DIA.0" — — — — - i'-6" COMPACTOR PAD MINtMurn MoD PPt — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - LONG PIPE STLrEVE1N-SrABT — — — — — DIAMETER REINFORCED TRASH ENCLOSURE 1 SCALE: 8 SCALE: 9 D DOOR POST SCALE: 8 SECTION @ CHUTE 7 TRASH COMPACTOR SQALE o r777711 ,-c 1!, � �,cALE 0 .2S' SP 1. 0 r 4' U _j 0) (D _j U)O C:) O z co 0 Z 0 0 8) 15 cy) U) < UJI w W Z r— ZW W> n 0 (-) uc > " 'm o ' w o J W w wz < > w LED wz c I Z,, Z 0 Q� 0 w 0 0 Z L. CD 0 O w < a- Go a: CHECKED BY: VP DRAWN BY: VP DATE: 02 24M1 SCALE: JOB NO.: Sheet Title: TRASH DETAILS DT -01 Cil 1V17im SITE FURNISHINGS TYPICAL JK' —.7 f ARCHITECT: NATIONAL ENGINEERING r CONSULI NG, INC 17 ORCHARD. LAKE FOREST. CA 926 191.71 1�610 IFI. 1Tes171111?7 it N' L R lgiill "C e IM 0 M B, ARI A PROJECT: DIAMOND BAIR IRANCH DIAMOND BAR BLVD. & GOLDEN SPRING DR. 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EXISTING TREE INVENTORY PLAN *IAMOND MERC CENTER lliamond Bar, CA . . . ....................... - - - - - --1 SHEET 2 OF 2 DATE: 08-18-16 LAID OJNL, III= IIAOL, !NO. I BOTANICAL NAME COMMON NAME APPRO%. COMMENTe CALIPER Pim 9310 Ole A Fr.t.d in conceptual deslan & olanning company 3 1 95�C Mood Loop M Slucfo One, Costa Mosa, CA 92626 1: 949.399.0870 R 919,399,D982 ­dpoinc.com epeletsorckalpoh-c_ 6659 M— Rood, Al—c—, CA 93422 0' 40' 8D' 7207 T: 80805'66.33853'' F: 801,166,1204 SCAM T -40'-O* CDPC J08#: 16042 191-91, 20'. TRASH (0 o ENCLOSURE C/)-608) (D > Z 14" V-10" "o Zd U) c� C? SPEED LIFT i Eo 6'-7" w co NEW ELECTRICAL & ASV ROOM (INCLUDES ROOF ACCESS LADDER) EXIt:KIUK NEW CANOPY PILASTER ABOVE --- ------------ FLOOR PLAN - RETAIL B SCALE: 1/8" = 1'-0" SEISMIC GAP, WIDTH AS REQ'D BY CODE (0 o C/)-608) (D > Z 14" V-10" "o Zd U) c� r) Z 0 a 'o 14'-8" 32'-8" 7'.4"21'-7" co 0) < w w EDGE OF W W z w 2i W> < SIDEWALK ZE(-) O, > 'o) 'm 0 uj LL1 o 0: z -, > 2 W ''<mo El n --- : "j) Z 0 "� 0 w O:E 0 z 15; w < _J < 00 w 0 2E 3 w a ry I RETAIL B 12,155 S Q. FT.ACCESSIBLE CURB RAMP AND PATH 2'-0'OF TRAVEL 0') u') NEW STRUCTURAL c"I COLUMNS, TYPICAL II I — — — — —-- — — — — — — — EXTERIOR PILASTER NEW PROPOSED 8" EXTERIOR MASONRY WALL W/ 4" INSULATED WALL FURRING ALONG INTERIOR q I N C:) PERIMETER, TYPICAL. N EXTERIOR PILASTER --- ------------ FLOOR PLAN - RETAIL B SCALE: 1/8" = 1'-0" SEISMIC GAP, WIDTH AS REQ'D BY CODE CHECKED BY: VP DRAWN BY: VP DATE: =24=16 SCALE: - JOB NO.: C -CHC -002 Sheet Title: FLOOR PLAN A2.1 (0 o C/)-608) (D > Z m "o Zd U) c� r) Z 0 a 'o co 0) < w w W W z w 2i W> < c) ZE(-) O, > 'o) 'm 0 uj LL1 o 0: z -, > 2 W ''<mo El n --- : "j) Z 0 "� 0 w O:E 0 z 15; w < _J < 00 w 0 2E 3 w a ry CHECKED BY: VP DRAWN BY: VP DATE: =24=16 SCALE: - JOB NO.: C -CHC -002 Sheet Title: FLOOR PLAN A2.1 I I I I , I co I , I 3 j I 33'-4" 4'-0" 04 i -----J . � J ' NEW ELECTRICAL & ASV ROOM NEW STRUCTURAL (INCLUDES ROPF COLUMN TO REPLACE ACCESS LADD R) EXISTING STRUCTURAL WALLS WHEREVER NEEDED ALONG GRID LINE'F'. I I TRASH 39'-0" 34'-0" 34'-0" ' COMPACTOR LOADING DOCK ® RAMP q MAJOR RETAIL 1 o ±29,365 SQ.�FT. Z I I ; I � _ ( NEW STRUCTURAL �N 1 o COLUMN TO REPLACE N EXISTING STRUCTURAL WALLS WHEREVER I NEEDED ALONG II ; I r GRID LINE'P. ® ^j TRASH tc� ENCLOSURE — — 27'-0" d ®i 7 I, ADJACENT FUTURE RETAIL SPACE II I � ZO N cV C) I I ( I 34'-0" 34'-9" I EXISTING STRUCTURAL COLUMNS TO REMAIN, TYPICAL. o i EXTERIOR PILASTER PER NEW ELEVATIONS, TYPICAL. I NEW PROPOSED 4" INSULATED WALL FURRING ALONG _ - - INTERIOR OF EXISTING MASONRY WALL, TY IIICA L. a NEW PROPOSED 8" STUD I TENANT DEMISING WALL --'-(2 --'-(3 - L( 4 ---R5 NORTH FLOOR PLAN - MAJOR RETAIL 1 SCALE: 3/32" = 1'-0" 4/ �Z Fr 6 J Z WWWQ �LL 0 80 �7� ix Lu � ZOo a�2 m U J KEY PLAN ---------- —� C/) o -0rn -00) N.T.S. mU N Fy .O IL w N a �wofl 3 -$ ;';zi 0 a: ` 0)v) w Q J r W NORTH / "\`;, ±29365.,; IZ - X- Z F - Z W W > Q nV oo �Z Fr 6 J Z WWWQ �LL 0 80 �7� ix Lu � ZOo a�2 m U J m —� C/) o -0rn -00) Z mU N Fy .O IL w N 0 z 0 0° 0)v) w Q J r W �W Z F - Z W W > Q nV oo 0U O � m(D W W z > �7- ma af W Z Z m J Z020 Z ~Q�<o¢O cVu f—' w O W Q 06 a o a n. CHECKED BY: VP DRAWN BY: VP DATE: ozrzano�e SCALE: JOB NO.: o-cHC-CCz Sheet Title: FLOOR PLAN A2.2 A . ................. 5 EXTERIOR PILASTER PER LPROPOSED 8" STUD NEW ELEVATIONS, TENANT DEMISING WALL TYPICAL.— m 34'-9 39'-0' 34'-0" 34'-0" 34'-0' 34'-9" co MG LO cy, 0 iA? CD NEW mx 1CANOPY J1 ABOVE 1 TRASH COMPACTOR o —9 9 MAJOR RETAIL 2 b i ±27,26'�l SQ.FT. 9 EXISTING STRUCTURAL COLUMNS TO REMAIN, TYPICAL. ------------------------ -------------------------------- 23-34" 7�" PROPOSED 4" INSULATED W VV/ -\LL 0 EXISTING MASONRY WALL, FURRING ALONG INTERIOR OF 1 1 NEW TRASH PROPOSED 8" STUD C4 TENANT TYPICAL. E: ENCLOSURE DEMISING WALL 9 9 NI '\N 10 N IN NORTH FLOOR PLAN — MAJOR RETAIL SCALE: 3132" = 1'-0" Pill KEY PLAN -- -------------- -- N.T.S. 13 6– EL RmL NORTH C) 0) (D U) c') -60) (< 0 IL U) j 0 0 z 'o 0 0 � < co 0) z W w ne W W z III 2i C) EL 00 —j W w I I > p0U) Z uj w 0 0 0 ', r" w -mf CHECKED BY: VP DRAWN BY: VP DATE: D2124=e SCALE: JOB NO.: C -CHC -DU Sheet Title: FLOOR PLAN A2.3 b XNLJ NEW PROPOSED Lc6j8" STUD TENANT DEMISING WALL EXTERIOR PILASTER O� PER NEW !? 16-91' ELEVATIONS, 4 NEW STRUCTURAL 0 TYPICAL. '0 0 COLUMN TO REPLACE I .. I I -, EXISTING STRUCTURAL WALLS WHEREVER EXISTING STRUCTURAL NEEDED ALONG COLUMNS TO REMAIN, GRID LINE 'I". TYPICAL. NEW CANOPY ans Mid MAJOR ABOVE RETAIL 3 b co 0 ±29,365SQ.I`T. 39'-0l 34'-0" 34'-0" 34'-0" 34'-0" 34'-9' '7LCq NEW STRUCTURAL -��NEI COLUMN TO REPLACE P EXISTING STRUCTURAL =Icq.— WALLS WHEREVER NEW PROPOSED 4! INSULATED I NEEDED ALONG b WALL FURRING ALONG S -3a" GRID LINE'K INTERIOR OF EXISTING 0' 4 MASONRY WALL, T�PICAL. co cli C O ADJACENT EXISTING RETAIL SPACE \k \ \N N 0 -ter --.� I I I I I \ 11 11 NORTH FLOOR PLAN - MAJOR RETAIL_* SCALE: 3/32" = l' -O" KEY PLAN ----- ----- - 0- N.T.S. (D B 2 Ow S.F. S.F. NORTH#27618' Mr IZ U Z Z:", 0u za� <W lz w z 6 NO m C) c:) U) c:) z 0 U) 0 z 0 'o c) 0) w z W C) W z LIJ Z w 2 ZW c) EL 0 C) > c), 'o —J Cl� -mj (D W w w < ') > W r) m < 'Z' wz Z 0 0 Lu Z < :5 -1 �00 W0 o a W < a 06 < w a, m - E5 0� CL 0 CHECKED BY: VP DRAWN BY; VP DATE: OV24=16 SCALE: JOB NO.: C -CHC -02 Sheet'rifle: FLOOR PLAN A2.4 I/ O ER&:1 36-0)/2" 48'-0" 25'.0" 24'-8' 6'.0" I7,-7" 6,.0-, 5'-4 2' 6'-9" loo -o" [AWICANINGAIOVE TYPL. —ELECTRICAL ROOM _D PROPOSED TENANT DEMIS114G WALL F TRASH ENCLOSURE L F- LIS -I TENANT Al TENANT A2 L -i ±1,800 ±2,400 SQ.FT. SQ.FT. n� i9 cy) (D 0 U) (D 0 -0Z 0) < Z e r-) ry a) d 'c o IL U) C2 0 U) � Z 0 ' -17o U) < z IL W z w W> < z L "— -it L J, 'o L4 — — — — — < m< 0 U) Z 0 wzz 0 w �; 0 D I' z F- :2 < < _J ( 0 0 (D .27'-9" w < V -V' < 22'-6" I— PATIO —/ FINISM FrFT I , I I ,I ', 11 " 40, 1T -o' 110 0 10 4--2" 1.4 29'-3" PATIO W/ CANOPY ABOVE NORTH FLOOR PLAN - OUTPARCEL A C) cy) (D 0 U) (D 0 -0Z 0) < Z e r-) ry a) d 'c o IL U) C2 0 U) � Z 0 ' -17o U) < z W z w W> < z IL oo 'o w w > w K w, < m< 0 U) Z 0 wzz 0 w �; 0 D I' z F- :2 < < _J ( 0 0 (D o :E w < w 0 .6 < CHECKED BY: VP DRAWN BY: VP DATE: ovzansis SCALE: JOB NO.: C-CHC-OD2 Sheet Title: FLOOR PLAN A2.5 u =0 <z z z 00 0 .6 0 zdI, < m * e IIJ w Zz ara 0 -j 0) (0 a co C) rn Ei z U) -8 Q �7 0 ' c) o CY) U) !Li W W z 2i w uj > z IL (-) ci ry Df 0 C) >0 -M 0 —i cl,- (U9) ::,i W w [if z < 0 > w < uw-) cz" <m ZOf Z,, 0ow 0 0 �5: 0 z <¢o (D o a w < w m w F5 0 .6 Q� m < 0 CHECKED BY: VP DRAWN BY: VP DATE: D2124r2016 SCALE: JOB NO.: C-CHC-OD2 Sheet Title: ROOF PLAN(S) KI -4-0 1 U , Zlo < z 0 oH LLz 00 U a .5 (Oq <ie m W lz 7o 6NO I -j cy) (D 0 0 -0 cy) < PARAPETHEIGH,T Z lJ C 0 "O"o"o, n W/M z 0 co �7- M I- CY) (f) z < EYE LEVEL 7/7 o LOWEST GRADE LEVEL AT PARKING iv y rLL W 100'-0" w z w W> < z IL VIEWING DISTANCE 0� 0 0 ry > co () :j LLJ W > a? <m SE ROOF PROJECTION VIEW STUDY AT BLDG. 2 3 SCALE: 3/32" = l'—O" < .6 < M (L P NRAPET HEIGHT TA. ....... . .. ov4v!Ae EYE EL— o OWEST GRADE LEVEL AT PARKING in 100'-0" VIEWING DISTANCE ROOF PROJECTION VIEW STUDY AT BLDG. B 2 SCALE: 3/32" = l'—O" PARAPET H-1-111 r EYE LEVEL C\l -----lOWEST GRADE LEVEL AT PARKING iD 1001-01, VIEWING DISTANCE ROOF PROJECTION VIEW STUDY AT BLDG. A SCALE: 3/32" = 1'-0" U , Zlo < z 0 oH LLz 00 U a .5 (Oq <ie m W lz 7o 6NO I CHECKED BY: VP DRAWN BY: VP DATE: =4=16 SCALE: JOB NO.: C -CHC -M Sheet Title: ROOF VIEW SECTION rK'*'P ®02 -j cy) (D 0 0 -0 cy) < Z lJ C 0 n z 0 0° 0 �7- M I- CY) (f) z < w y rLL W F - w z w W> < z IL Q EE 0 0� 0 0 ry > co () :j LLJ W > a? <m SE W r) -o U,) C) Z o w ,, 0 w c<0 z Ldp cl o < .6 < M (L 0 CHECKED BY: VP DRAWN BY: VP DATE: =4=16 SCALE: JOB NO.: C -CHC -M Sheet Title: ROOF VIEW SECTION rK'*'P ®02 METAL D-11-IIE FRAME METAIAWNING/CANOPY PARTIAL PLAN & EAST (FRONT) ELEVATION SCALE DATE: PARAPET ATTACHED HUNG FROM PILASTERS, TYP. IWD U) -8 MATERIAL SCHEDULE RETAIL 1 ±29,365 S.F. RETAIL B 12,155 S.F. o METAL D-11-IIE FRAME METAIAWNING/CANOPY co m DATE: PARAPET ATTACHED HUNG FROM PILASTERS, TYP. IWD U) -8 n o O' o 6 r cl) �- C X MT< rK LIJ z 14- EIIANIION 10111T 1 3' -'AFF. TYP. 4 METAL GREEN SCREEN TYP. Lij > a- 0 -1 , . It � 11 o cf) ct� Uj Lu 11 > uj o < R 0 Z 0 JO ow �!; z < < _j o > :5- 0 UU �- 0 0 o(D :E < cc ry F-) -7 013RIC .. NEVENEER <!>-I..O-1S1-ETA1A-.IN. . .... . 0 METALACCENIHORIILRODI ACROSS SPANDREL GLASS- STUCCO (FINESAND) SPROUTS 0 ..REIR.- 0 FASCIA 1. 14V-17 TENANT SIG14 TYPICAL FOAM/STUCCO 0 FASCIA -ATTACHED WOOD 0 CORNICE LIKE HARD[ PLANKS - PETCO COLORS SCHEDULE WHEAr EjQSW 7009 >'PEAR1YWHffE" [:jSW 612'E1 I.T-- ECREA-' IA.. -R 111-T 1 5 ii 4 7 < SW 6113 [:]Q> SW 6233 BRICKBNEFRC.R.NAD. -FOGGY DAY" 6235 T^ 'CLINKER BRICK -ANTIQUE RED )SSW PROUTS MEAL AWNING) STONE VENEE-01ONADO I-OYAL BLUE' SW 6510 . ..... . al D 'HONEY LEDGE' SIOUX FALLS Mo JPEC�ROSS MEAL AWNING) , W'1A AMTAN' SW 6116 SW 6097 PEFCWAD WOOD SLATS) RA p 01) - - ------- C,)E,,R,- MEIALAWNINGI BEIGE* DELT --- S1�TT:A W 6107 SWERFECI W'110 MADCDEIERI- MEIALAWNING b WOROCCAN BROWN" SW 6107 SW 6060 IRS r7l i v Im-mag BIKE RACKS Lill < Z2 0 uo �6§j p: <W W 4161 Zz 0 U Z w m J FD CD co m DATE: oartsrzots Z IWD U) -8 n o O' o 6 r cl) �- rK LIJ z LIJ 2i Lij > a- 0 d cl� OJ U � 11 o cf) ct� Uj Lu ED w z < > uj o < R 0 Z 0 JO ow �!; z < < _j o > :5- 0 UU �- 0 0 o(D :E a w < < cc ry F-) ELEVATION �,,sc.ALvE 2 CHECKED BY: VP DRAWN BY: VP DATE: oartsrzots SCALE: JOB NO.: CCHC4)D2 Sheet Title: ELEVATION E-01 MATERIAL SCHEDULE -FRAME IPSfROTUNG YP ,0>11 PARAPET ATTACHED e FROM BLDG LA eI- EXPAI111011101111 h 3'-0• AFF, TYP. e METAL GREEN SCREEN TIP. eeRICK/SIONEVENEER e1YINDOW/SFMETALAWNING -"FOGGYDAY- - SW 6235 ;,..._' IS PROUTSMETALAWNING) to 11 -CO IFINE SAND) OVER eMEIALACCENIHORRONTALRODS ACROSS SPANDREL GLASS -SPROUTS EXISTING BLOCK e STOREFRONT e FASCIA I TENANT SIGN FOAM/STUCCO FASCIA-ATTAHCED WOOD OTYPICAL CORNICE e LIKE NARDI PLANKS -POLO COLORS SCHEDULE A PEARLY W HRE' SW 7009 W HOLE W HEM- G SW 6121 o CD INIERACINE CREAM- SW 6113 SAMOVAR SILVER' SW 6273 C BRI CK. VENEER COIO-110 'CLINKER BRICK'-ANIIOUE RED -"FOGGYDAY- - SW 6235 ;,..._' IS PROUTSMETALAWNING) =0 O 110NEVENEER-CORONADO 'HONEY R-LOYALBLUE SW 6510 ❑� LEDGE'SIOUX FADS IPETCO-ROSS METAL AWNING) aO MI SW 6097 9ti.r. SWT6 1667A"' )PETCO-PAD WOOD SLATS) 'NOMADIC DESERT- SW 6107 METAL AWNINGS a M WRFEBEIGE SW 6D73 ' WN "NOMADIC DESERT' SW 6107 MEIALA NTNG BROWM b'MOR CCAN ._ 6 SW 6060 PARTIAL PLAN & NORTH ELEVATION SDALE 1 24'x' WEST ELEVATION 6CALE 2 air=r•o• WEST ELEVATION SCALE 3 33r=,• -m —jos z g d FSB zz o 0'g I® Z 9 <rc 6 WP Z W 0 w m .i U J CD J f^ o CD C9 m 0 Z ID =0 O U) w ❑� J z aO O 0 Q7 ccnn U N LJ.. W z F' W W ¢ z 0- d o OU o j En J ry W W m C9 J -,-z W v ma EL wpm r)❑ Z wzZ m wow p J p Q¢p Qo w h O -w Q o W Q a 0 � ❑ o xs a o CHECKED BY: VP DRAWN BY: VP DATE: 05115/2me SCALE: JOB NO.: GCHC-00! Sheet Title: ELEVATION -02 SCALE FLOOR PLAN & NORTH ELEVATION 1 scALE FLOOR PLAN & WEST ELEVATION L 7 I 6 Ait\ /QN, /1" T /12\ 7 6 -, T T T T T mi -a T T CHECKED BY: VP DRAWN BY: VP DATE: otvtsrzsts SCALE: JOB NO.: GZLBc 02 Sheet Title: ELEVATION E-03 0 u) 0 w FLOOR PLAN & SOUTH E ry -8 FLOOR PLAN & EAST ELEVATION z o MATERIAL SCHEDULE d COLORS SCHEDULE Z < METAL DECORATIVE FRAME PARAPET ATTACHED STOREFRONT -IND.-ISI-EALA-PlIN. [jo-PEA11.111HII SW 7009 MQ>-1ATAMI1A0 Sw 6116 MO -111 OIDAI SW 6235 15PROUTS METAL AWNING) b*MOROCCAN BROWN' fflQ>MEIA1AVN1ING' SW 6060 <& 114 11-NIIOII JOINT 3*� AFF. TYP. <�> TYPICAL FOAL CORNICE STUCCO IFINESAND) 0 []o INTERACTIVE CREW SW 6113 LITE 'NOMAD C DESERr SIN 6107 W'LOIAI SW 6510 PELCO-ROSS METAL AWNR 1.1 �ROICIO COPPER RED SLY 2839 FRIC11VIONEVENEE1 ej M-1AWNIN11CANOPY HUNG FROM BLDG PILA5TERS, TYP. /I\, FASC A& '�7TENANT SIGN BRICl VENEER CORONADO 'CLINKER BRICIC'.ANVQUE RED 1H.UEwNFAr SIN 6121 SW 6W7 IPETCaPAD WOOD SLATS) Wzz <& METAI ACCENT HORRONAL STRIPS ACROSS SPA14DREL GLASS -SPROUTS METAL GREEN SCREEN TYP. OFAICII-ATT CHEDWOOD LIKE HARD] "NKS - PETCO STONE VE141EI -CORONADO "HONEY LEDGE'SIOUX FALLS -SAMOVAR 111V11- SW 6233 GI LAWNINIG MET CT BE a'PERFEE' SW 6D73 ry r) CHECKED BY: VP DRAWN BY: VP DATE: otvtsrzsts SCALE: JOB NO.: GZLBc 02 Sheet Title: ELEVATION E-03 0 u) 0 w ry -8 z o o d 75 Z < w F - Z W z w w > z n -) 6 W W 0(-) > 0 0 U) (D W W > z <0 w o <m Wzz Jo5 WOW 0 , n; z > < < 0 00 °a w < c6 < ry r) Ll CHECKED BY: VP DRAWN BY: VP DATE: otvtsrzsts SCALE: JOB NO.: GZLBc 02 Sheet Title: ELEVATION E-03 O a MR. M Mw 17 USE � � I ABOVE (D c:) c:) Di 0 n U) Q z 0 0 r cf) < LU LLI 7 TIF MONUMENT SIGN' -OLAN' Lij it 5(-) !IVAW§p . ` 0 (-) > 0 0, 'm MATERIAL SCHEDULE y"' METAL DECO—VIE FRAME 01,111AWIIING/CANOPY -b HU14G FROM PILASTERS, PARAPET ATTACHED Typ. 0 14" EXPANSION JOR IT 0 MTL GREEN SCREEN19 3'-L"AFF, TYP. TYP. MONUMENT 0 BRICK/STONE VENEER 0 WINDOW11F -I AWNING SIGN 0 METALACCENTHOlIrL RODS ACROSS SPANDREL GLASS- STUCCO (FINE SAND) B SPROUTS 0 il'T 0 FASCIA & 0 STOREFR.- TENANT SIGN Coffee & Beans 0 TIP CAI 111AM11TUCCO W."D"c" PROP LINE 1 0 CORNICE LIKE HAR P LANO PETCO b PLANT COLORS SCHEDULE C14 Z. co Q> PEARLY WHITE' <�>'WHOUE WH—' SW 7009 SW 6121 --ST BEL W 4 PLANT cupow BEL i -t W E - �, �,-4, ,Q>'IIQERACTIVEC1EAM" ],Q>'*IA SAMOVAR 111VIll' DECORATIVE 8 ND ,4 M j SW 6113 Sw 6233 FOGGY DAY" NADO Q>BRICK Vll CDR 71 'EER 0 CLINKER BRICr-AI,MQUE RED ISW 6235 TENANT SIGN GE PROUTS METL AWNING -LOYAL BLUE" STONE VENIIR-CORONADO K SW 6510 CO -ROSS 'HONEY LEDGE'SIOUX FALLS (PETI , i -b MILAINIII14GI MASONRY I.AP ,,0TATAMIIANIS 6097 ' SW 6116 P CO -PAD lOOD SLATS) NORTH 1/��,'NOMADIC DESERT' METAL AWNINGS SW 6107 O.'P IECTIEIGE' SW 6073 NOMADIC DESERT' METAL AWNINGS zo SW 6107 b'MOROCCAN BROWt I ECORA IVE BAND SW 6060 ABOVE MONUMENT SIGN "B" (71) PLAN SCALE 4 MONUMENT SIGN "B" (T) FRONT & SIDE F—..AL. U QFC 0 z 0 0 96 W LU Quo z m CHECKED BY: VP DRAWN BY: VP DATE: 02124120I0 SCALE: JOB NO.: C -CHC -002 Sheet Title: MONUMENT SIGNS MS -01 (D c:) c:) a) 0 n U) Q z 0 0 r cf) < LU LLI ul Lij it 5(-) a_ . ` 0 (-) > 0 0, 'm -i w c, ) W W 0� K 6) > ma 2091 WZ < Z 0 w MO 0 �5; 0 z F- < < 0 _J 0 j 0 W < 1, .6 < 0 x 0 (L CHECKED BY: VP DRAWN BY: VP DATE: 02124120I0 SCALE: JOB NO.: C -CHC -002 Sheet Title: MONUMENT SIGNS MS -01 1.0 TDPDFPDRuEYNIDN U LAO f SGUi 101 • LOOSiDNRDc6 v. ✓ • ELEVATIDNr- EOUAUO ACHOM P 1 IT • WATERJET IMAGE R.T IEVLLNOPtUu6 iwrw I3=1 N EE o _ 241 p 31 i•SF.WN 6F.1n. - i-SULa PKY1.6 OCOATSOFRM pavAH.1' IS'•ipt zsucutArr:Y RlmocwnawmmxauR � p, .,,:. ..:_ DtaAVDwAmlRuntsFrtswsem ncuwtTDAusas rooarooaFAUAs�aaw.u.N+srtt�Hwrenmwroes LASER OR WATER JET CUT OUTS. AVAILABLE 2X4} -LONG% jTHK SS.NATBARTA& THROUGH BRAVO SIGN GDESIGN. COMIC ATTACH PANEL TO PRECAST POST WITH S TAMPER PROOFS.$. BOLTS. ATTACHMENT 1 2 ARTWORK TO BE PROVIDED BY LANDSCAPE TABS TO BE PROVIDED BY PANE. CLIM �WKE19�0—wl§ BUE3- PLAN VIEW t-40 +•(48 ,B• DHAMFgL TYP. 1 1. aI�I �'s8'OAIY.HIXWIGfltEB01.T, SFM URFACE I J \ RAM. -*— WASHETAHDHEXNUT.000MERSVI L I. L.A BOTH SIDES (2BOLTS PER ( [ CMOWIOFp I ! 1 qtr ; PREOASTPOSFPLAN . • GAP9SOUD - SIDEVIEW FRONT) 4' Iwo t,-tw• T 2' I , PRECASTPOST b D '—'MODE.HUMBELxlsitM.ttBES) LXACKPLATE(2PLACILCR: ADOBETAUP PIP 4.4-IttTTDC.STLEACKRAIEPRECASTPOST rDAMEt2RALES) MUSMIEKTURE MEDBRM SAMMAST(44JSB) TSTLRATE MUMMATTESEALEWO I Y 2=° I TDLRAIRUFA07URE :OOXAC(RE 12PRODUCTSCORP. FRONT SIDE WMSCAPS "'wCONNECTOR NOTES MMEWAMAA�v i.WELM ALLVaOsT0BECONTIN000SAWGRD47EDS11=111L 2. FKSTt TOBETOUIRMPONDER•WATEDRATRAGK 3. THECOMMCTORISMBPONSNEETOFABRICATECWCMMM MMSUPMY,THE P1iE'CJSTMNNFACTilAEIYiRtTHE CONNECTORS T O BE CAST IN R ACIE. WOOD RAIL CONNECTOR I SCALEPRECAST POST 7 DETAIN 3/4'=1'• 0' SURFACE MOUNT LOOSiDNRDc6 v. ✓ • ELEVATIDNr- LASER OR P 1 IT • WATERJET IMAGE aAKEYE0IG•IMiD WR DESIGN 11BFF - N EE ISDRtomslror.civRaa� MRCDN2dDtL IF4GM _ 241 IEtW�+IIF_ CCMIICIOR AND iILSHALL1Wlt%CEID tFi6 31 •� CORE•TENSMPANES M. I. CUSTOM!?' THK) CORE -TEN PANELS WITH SiE3 PAN EL CONNICTIONS LASER OR WATER JET CUT OUTS. AVAILABLE 2X4} -LONG% jTHK SS.NATBARTA& THROUGH BRAVO SIGN GDESIGN. COMIC ATTACH PANEL TO PRECAST POST WITH FRANK MORE AT(71412$4-M TAMPER PROOFS.$. BOLTS. ATTACHMENT 1 2 ARTWORK TO BE PROVIDED BY LANDSCAPE TABS TO BE PROVIDED BY PANE. I ARCHREZT. FABRICATOR. 4CONNECtORS PER PANE. 3. SUBMDTSHOP DRAWINGS PRIOR TO. DECORATIVE STEEL PANEL scA:E15 3/4•�1'•O' EK[SMG R.O.W. UNLESS APPROVED BY THE CITY 1= ENGINEER 1 CLIM �WKE19�0—wl§ BUE3- PLAN VIEW t-40 +•(48 ,B• DHAMFgL TYP. 1 1. aI�I �'s8'OAIY.HIXWIGfltEB01.T, SFM URFACE I J \ RAM. -*— WASHETAHDHEXNUT.000MERSVI L I. L.A BOTH SIDES (2BOLTS PER ( [ CMOWIOFp I ! 1 qtr ; PREOASTPOSFPLAN . • GAP9SOUD - SIDEVIEW FRONT) 4' Iwo t,-tw• T 2' I , PRECASTPOST b D '—'MODE.HUMBELxlsitM.ttBES) LXACKPLATE(2PLACILCR: ADOBETAUP PIP 4.4-IttTTDC.STLEACKRAIEPRECASTPOST rDAMEt2RALES) MUSMIEKTURE MEDBRM SAMMAST(44JSB) TSTLRATE MUMMATTESEALEWO I Y 2=° I TDLRAIRUFA07URE :OOXAC(RE 12PRODUCTSCORP. FRONT SIDE WMSCAPS "'wCONNECTOR NOTES MMEWAMAA�v i.WELM ALLVaOsT0BECONTIN000SAWGRD47EDS11=111L 2. FKSTt TOBETOUIRMPONDER•WATEDRATRAGK 3. THECOMMCTORISMBPONSNEETOFABRICATECWCMMM MMSUPMY,THE P1iE'CJSTMNNFACTilAEIYiRtTHE CONNECTORS T O BE CAST IN R ACIE. WOOD RAIL CONNECTOR I SCALEPRECAST POST 7 DETAIN 3/4'=1'• 0' SURFACE MOUNT DESIGN A - PRECAST POST & WOOD ! I 1 T3 (4 PLACE`)i NODE TOPOr POST EEYAliOHOF _ (tPLACES) }!(4S9CI1A6R1:iR.T� EAGHPPEOM1.,'TPOSTTO��W: ': I ._ 8BD71OM E�iFS, TO FAfyI ODl�ii. - . IV Owl TOPOF CURB 1 CENTER RAIL WH5tE OCCUI PRECAST POST 24• iP P(45') IV CHAMFER. - 1YP. k-- FUM —FRDBH SURFACE I RNISHGRADE LOOSiDNRDc6 v. ✓ • ELEVATIDNr- .:INSTIUlAT10N;Sf 'p ? - I aAKEYE0IG•IMiD WR DESIGN 11BFF - Zix EE ISDRtomslror.civRaa� MRCDN2dDtL IF4GM _ i .... °. IEtW�+IIF_ CCMIICIOR AND iILSHALL1Wlt%CEID tFi6 31 3� jl o, Gj a'I M. 3i—DONOO tDDEtt tR]•Y.FtTY.tUM CR4'R TV F < 2 LU 3 i PIA" RUAMOI. P. S taaviceo0. a10MO wAWRNW OI--DONOT CONSTRUCT SIDEWALK BEYOND THE to ARCHITECTURAL PAVING STONE ii - mit. LLU U z r EK[SMG R.O.W. UNLESS APPROVED BY THE CITY 1= ENGINEER 1 COLOR, SIZE, FINISH AND > EL 2 U q PDFHsocsR W m Cg W W CC cIICTORI > %' ' •. �.� 1 DESIGN A - PRECAST POST & WOOD ! I 1 T3 (4 PLACE`)i NODE TOPOr POST EEYAliOHOF _ (tPLACES) }!(4S9CI1A6R1:iR.T� EAGHPPEOM1.,'TPOSTTO��W: ': I ._ 8BD71OM E�iFS, TO FAfyI ODl�ii. - . 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IKE iORESL CA 976.0 i rJl:.: 19�9111 b�%�' f a%:1i�919� f "r=i7 aINSET WOOD GRAIN L TEXTURE HARDI PLANKS SW 6097 aCEDAR WEST "NATURAL" N COATING SW 2839 METAL AWNINGS a "PERFECT BEIGE" SW 6073 b "MOROCCAN BROWN" SW 6060 � LaiMili �r,jtY ., DIAMOND BAR RANCH DIAMOND - - BLVD. &GOLDEN SPFUNG .r DIAMOND BAR, CAUFORNIA "HONEY LEDGE" SIOUX FALLS �E TATAMI TAN" SW 6116 SW 2839 ""FOGGY DAY" j SW 6235 (SPROUTS AWNING) H 'SAMOVAR SILVER" SW 6233 "LOYAL BLUE" SW 6510 (PETCO-ROSS AWNING) DIAMOND BAR SPRINGS LLC 9034 West Sunset Blvd. West Hollywood, CA 90069 ND SIGN Y P AT '1. 7 4.7 A U EXISTING BUILDING`: T—, �,l C 1 3,e SMIt B R ETAIL IZ155 S.F. S.F. 1.7 1\ tL-A, I MAJOR RETAIL ±29.36 S.F. -0T T11i r M.W.PS. EXI [it 61STING $ERV ( I I I I L cc �.D -L.- �.l I -E =�F=- .2 MAJOR REMIL ±21.262 S.F. 3 MAJOR RETAIL t27,Z6 S.F. b, M 1. 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CA 917,55 SHEET TITLE: SITE PHOTOMETRIC PLAN SHEET NO: SET CLIENT REVIEW SET 08/06/ 16 INSERT TEXT MERE LEGEND - - PROPERTY LINE — - - — CENTER LINE —"----'--'- UTILITY EASEMENT - • - • - • • - RIGHT OF WAY EASEMENT ® ® ® LIMITS OF CONSTRUCTION EXISTING MAJOR CONTOUR - - -(229)- - EXISTING MINOR CONTOUR 235 PROPOSED MAJOR CONTOUR 233 PROPOSED MINOR CONTOUR PROPOSED SUBSURFACE DETENTION/INFILTRATION STRUCTURE S SANITARY SEWER REALIGNMENT (SS) EXISTING SANITARY SEWER CONSTRUCTION NOTES O NEW CURB AND GUTTER Q2 NEW CONCRETE SIDEWALK U3 NEW PLANTER CURB �4 NEW ELECTRIC TRANSFORMER O NEW RECEIVING DOCK O NEW TRASH COMPACTOR O NEW TRASH ENCLOSURE d' O NEW CONCRETE TRUCK TURNAROUND I U �9 NEW CURB RAMP W 10 NEW CURB AND GUTTER MODULAR WETLANDS SIZE PER PLAN s En 12 NEW DECORATIVE PAVEMENT W f/7 13 CONSTRUCT CONCRETE GUTTER I i4 REMOVE AND REPLACE DAMAGED AC PAVEMENT i6 W PROPOSED PARKING STRIPING PER ARCHITECTS SITE PLAN Z 16 PROPOSED RETAINING WALL J Z O Q Z H Z O U 20' 0' 20' 40' 60' GRAPHIC SCALE 1"=20' SHT- PUBLIC WORKS DEPARTMENT Y O F D I A M O N D B A R STATE OF CALIFORNIA • REVIEWED FOR THE CITY OF DIAMOND BAN BY: T CONSULTANT INFORMATION TSS ADDRESS l») :oo:_mm: SOIL ENGINEER RCE DATE ENGINEER GEOLOGIST RCE DATE ' HANE RCE PRELIMINARY GRADING PLAN It LEGAL DESRIFTION " I� INSERT TEXT HERE N E DATE OWNER: TU SITE ADD ESS: 249 S DIAMOND DAR BLVD, DIAMOND BAR, CA DRAWN BY CA CHECKED BY OA SCALE: i'=20' GATE DRAWING N0. SHEET 01 DF 15 1 I— W ILL) f/1 1�J W Tn I w Z J z 0 z z z 0 2 MAJOR RETAIL -{-27)262 S. F. FF= 38. SSMH CONTINUATION LINE - SEE SHEET C-03 TYP. ® lois I T >�'9—-------- >>�— _— sly'—_ --_—___--_—_1E,--- _ 0 MAJOR RETAIL' +-27)618 S. F. B 3 iVZ/ji v i EXISTING 3 I I n I I I I ONG BUILDING EX S -I I I \ I I � N. A. -! 741 IX 10' WATER ESMT I i I - EXIST'G y j EXIST'G OUTDOOR I I U_TDOOR AREA I I 'AREA N_.-`. A. PI4 I I _A_. P -- = -- -- -- -�- \ � I I , \ I I \ � I y \ F ELECT ESMT. WATER EX ESMT.� I o� r-------------------------I--I—�--� LEGEND — — PROPERTY UNE -- — — CENTER UNE --------------- U11UTY EASEMENT — • • — • • • — RIGHT OF WAY EASEMENT UMITS OF CONSTRUCTION — —(2JO) FASTING MAJOR CONTOUR --- ---- ....... ([29)--- -- EXISTING MINOR CONTOUR 235 PROPOSED MAJOR CONTOUR 233 PROPOSED MINOR CONTOUR _ _ — PROPOSED SUBSURFACE DETENTION/INFILTRATION STRUCTURE S SANITARY SEWER REALIGNMENT (SS) EXISTING SANITARY SEWER CONSTRUCTION NOTES O1 NEW CURB AND CUTTER EO NEW CONCRETE SIDEWALK 3O NEW PLANTER CURB 4� NEW ELECTRIC TRANSFORMER O5 NEW RECEIVING ODCK O NEW TRASH COMPACTOR O NEW TRASH ENCLOSURE O NEW CONCRETE TRUCK TURNAROUND (D NEW CURB RAMP 10 NEW CURB AND GUTTER 11 MODULAR WETLANDS SIZE PER PLAN 12 NEW DECORATIVE PAVEMENT 13 CONSTRUCT CONCRETE GUTTER 14 REMOVE AND REPLACE DAMAGED AC PAVEMENT 15 PROPOSED PARKING STRIPING PER ARCHITECT'S SITE PLAN 16 PROPOSED RETAINING WALL 20' 0' 20' 1' BD' GRAPHIC SCALE: 1"=20' ........ I ,,,,,,,.. .— 'Js ,.'HTJ1.03 INSERT ADDRESS F . r� KEY MAP PUBLIC WORKS DEPARTMENT C I T Y O F D I A M O N D B A R STATE OF CAGFORNIA GEOTECHNICAL ENGINEER'S STATENENT OF COMPLIANCE !ECAC 06CRIPHON INSERT TEXT HERE I INSERT TEXT MERE OWNER: SITE ADD ESS: 249 S DIAMOND BAR BLVD, DIWOND OAR. CA - DRAWN BY GA CHECKED BY CA SCALE: 1=20' DRAWING N0. SHEET 04OF15 iK PLANS REVIEWED TO THE Citt OF DIAMOND BAR M INSERT CONSULTANT INFORMATION INSERT ADDRESS FAL SOIL ENGINEER TICE DATE ENGINEER GEOLOGIST RCE DATE HANE RCE PRELIMINARY GRADING PLAN OWNER: SITE ADD ESS: 249 S DIAMOND BAR BLVD, DIWOND OAR. CA - DRAWN BY GA CHECKED BY CA SCALE: 1=20' DRAWING N0. SHEET 04OF15 iK 740 111 735 ® 730 ® 725 740 �'x AA ® 730 725 1+00 2+00 SECTION A H: 1:10 V: 1:2 —740 —735 —730 3+00 E —740 b GC E -735 d� m9 -730 aJ a� oa PUBLIC WORKS DEPARTMENT cv 2d { C I T Y O F D I A M O N D B A R N STATE OF CALIFORNIA GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE LEGAL DESCRIPTION INSERT TEXT HERE INSERT TEXT HERE —725 DAVID 0. NU. P.E. CITY ENGINEER RCE 41055 DATE N E PIANS REVIEWED FOR THE CITY OF DIAMOND BAR BY: INSERT CONSULTANT INFORMATION a INSERT ADDRESS OWHER: e " �u FA)(: SITE ADDRESS: SOIL ENGINEER RCE DATE 149 S DIAMOND DAR BLVD, DIAMOND BAR, CA DRAWN BY CHECKED BY GA SCALE: i'=20' ENGINEER GEOLOGIST RCE DATE NAME RCE DATE PRELIMINARY GRADING SECTIONS DRAWING N0. SHEET 050F15 FW Rl 2 EXISTI G � BUILDI G MAJOR O ui ui RETAIL N w ±27,262 N I W S. F. Z J z WATER METER EA O PRESSURE PRINCIPLE) ® BACK FLOW PREVENTER (DOUBLE a V FIRE DEPARTMENT CONNECTION 5 POST INDICATOR VALVE Z • GATE VALVE f - SEWER MANHOLE (SEE SEWER PLAN Z wol GREASE INTERCEPTOR (SEE SEWER O PLAN AND PROFILE) U UT CONNECTION DETAIL - MAJOR L 2 SEE SHEET SHT 09 4+IDD ml i -(w) FIRE CONNECTION DETAIL - MAJOR RETAIL 2 & MAJOR RETAIL 3 SEE SHEET SHT 09 E z MAJOR �RETAl�� +-27,618 S. F. \ EXISTING BUILDING UT CONNECTION DETAIL - MAJOR RETAIL 3 SEE SHEET SHT 09 \\ \I®®\ S d U �I �1 1 1' 12 DW -UNE- E B I F I! —(w) a+LOO (w) _—(w)—I —(��-- \ \ 0 iu �....... ..� _ 00.._._l� \ I ! \ v ! N.A.P. E15. 1D' \ WATEji ESMT. --....... ..... - EXIST'G EXIST'G OUTDOOR OUTDOOR -.-- AREA AREA, 'I-_ u- _N '"A. P I v! � EX. 8' I`ryi'I ELECT. ESMT. II. II WAfx TV TER ESMT. I I _ N v 6+00 B 66 (vr)—(w)--17+00 =(wj— (w)_f(w) (w)—�(w) (w)I�_ LEGEND - - — PROPERTY UNE -- CENTER UNE EASEMENT —•—•— DOMESTIC WATER PIPE FIRE WATER PIPE SANITARY SEWER PIPE (SEE SEWER • PLAN AND PROFILE) 'T —•_�— STORM DRAIN PIPE (SEE GRADING AND DRAINAGE PLAN) --- GAS UNE (REFERENCE ONLY) —•—•— ELECTRICAL UNE (REFERENCE ONLY) WATER CONSTRUCTION NOTES 0 WATER METER EA BACK FLOW PREVENTER (REDUCED PRESSURE PRINCIPLE) ® BACK FLOW PREVENTER (DOUBLE CHECK VALVE) V FIRE DEPARTMENT CONNECTION 5 POST INDICATOR VALVE FIRE HYDRANT • GATE VALVE O SEWER MANHOLE (SEE SEWER PLAN AND PROFILE) wol GREASE INTERCEPTOR (SEE SEWER PLAN AND PROFILE) U INSTALL 1 1/2' WATER SERVICE ASSEMBLY PER WALNUT VALLEY WATER DISTRICT STD DWG 18. METER SHALL BE 18' FROM CURB FACE O INSTALL 1 1/2' REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER PER WALNUT VALLEY WATER DISTRICT STD. DWG. 4. ASSEMBLY SHALL BE 12'-36' FROM PROPERTY UNE O INSTALL 1 1/2' COPPER WATER UNE AND CONNECT TO BUILDING WATER SYSTEM PER PLUMBING PLANS. O4 INSTALL 27 WATER SERVICE ASSEMBLY PER WALNUT VALLEY WATER DISTRICT STD DWG. IDA METER SHALL BE 18' FROM CURB FACE O INSTALL 2' REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER PER WALNUT VALLEY WATER DISTRICT STD DWG 4. ASSEMBLY SHALL BE 12'-36' FROM PROPERTY LINE OINSTALL 2' COPPER WATER LINE AND CONNECT TO BUILDING WATER SYSTEM PER PLUMBING PLANS. 7O INSTALL 6' FIRE SERVICE ASSEMBLY WITH DOUBLE DETECTOR CHECK ASSEMBLY PER WALNUT VALLEY WATER DISTRICT STD. DWG. 20A @INSTALL 6' C 900 PVC PRIVATE FIRE UNE BEDDING PER O9 CONNECT TO BUILDING FIRE SUPPRESSION SYSTEM SEE FIRE PROTECTION PLAN FOR DETAILS 10 INSTALL POST INDICATOR VALVE 11 INSTALL POST FIRE DEPARTMENT CONNECTION 12 INSTALL FIRE HYDRANT PER WALNUT VALLEY WATER DISTRICT STD. DWG 8 13 REMOVE EXISTING FIRE HYDRANT, LATERAL AND VALVE INSTALL CAP AND THRUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG 13 (9 INSTALL GATE VALVE 0 INSTALL 6' DI P.O. X P.O. TEE WITH VALVE AND THUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG. 13 16 INSTALL 6' DL 90' P.O. X P.O. BEND WITH VALVE AND THUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG. 13 17 INSTAL. 6' DI 45' P.O. X P.O BEND WITH VALVE AND THUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG. 13 20' 0• 20' 40' 60' GRAPHIC SCALE 1'=20' ..-.. ...... I ...,,, —.. __.. �..�SH.c7111 S i FSHT- KEY MAP N.TS PUBLIC WORKS DEPARTMENT C I T Y O F D I A M O N D B A R STATE OF CAUFORNIA GEOTECHNICAL ENGINEER'S STATEMENT OF COMPUANCE IECAI D6CRIPRON INSERT TEXT HERE INSERT TEXT HERE DAVID G. UU. P.E. CITY ENGINEER RCE 44053 DATE PLANS REVIEWED FOR THE CRY OF DIAMOND RAR Ry: INSERT CONSULTANT INFORMATION INSERT ADDRESS REL• LZ m— FAX: —uooc RCE DATE ENGINEER GEOLOGIST RCE DATE I NAME PRELIMNARY WATER PLAN OWNER. u SITE ADDRESS: 249 S DIAMOND BAR BLVD. DIAMOND W. CA _ DRAWN BY CA CHECKED 0'Y GA SCARE: 1"= 2o, DRAWING N0. SHEET 06 OF 15 2'= 0 (1 (w) �1r�—(w) (yr) z+DO(w) (W) —(5Y) (tv) a+D(1Y) (Wy �—I (W) GO O U ---_.. _ 1+37.03 FW -UNE -OUT �J �i`Q I EXISTING BUILDING N. A. a 1 mid '6p'jv ESM \ \EX. 12' SS ESMT. / Sp I © SD SD SD SD - SS SS SS SS SS— '. T17�1iT1_i, N�N I a --- I------.------- --- CONTINUATION LINE — SEE SHEET 06 (AV) 5+QTY.)_ — PROPOSED BUILDING ® "O'O`M BULDING( SD SD ED INSERT TEXT HERE LEGEND --- PROPERTY LINE 8 WATER METER CENTER UNE ® BACK FLOW PREVE14TER (REDUCED EASEMENT PRESSURE PRINCIPLE) —• DOMESTIC WATER PIPE ® BACK FLOW PREVENTER (DOUBLE CHECK VALVE) —:.--:.-- FIRE WATER PIPE V FIRE DEPARTMENT CONNECTION SANITARY SEWER PIPE (SEE SEWER i POST INDICATOR VALVE PLAN AND PROFILE) +a' FIRE HYDRANT _ STORM DRAIN PIPE (SEE GRADING AND DRAINAGE PLAN) • GATE VALVE �---- GAS UNE (REFERENCE ONLY) ® SEWER MANHOLE (SEE SEWER PLAN --- ELECTRICAL UNE (REFERENCE ONLY) AND PROFILE) GREASE INTERCEPTOR (SEE SEWER WATER CONSTRUCTION NOTES PLAN AND PROFILE) O1 INSTALL 1 1/2' WATER SERVICE ASSEMBLY PER WALNUT VALLEY WATER DISTRICT STD DWG TEL METER SHALL BE 18' FROM CURB FACE O2 INSTALL 1 1/2' REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER PER WALNUT VALLEY WATER DISTRICT STD. DWG. 4. ASSEMBLY SHALL BE 12'-36' FROM PROPERTY UNE O3 INSTALL 1 1/2- COPPER WATER UNE AND CONNECT TO BUILDING WATER SYSTEM PER PLUMBING PLANS. O4 INSTALL 2' WATER SERVICE ASSEMBLY PER WALNUT VALLEY WATER DISTRICT STD DWG. 18A METER SHALL BE 18' FROM CURB FACE (� INSTALL 2' REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER PER WALNUT VALLEY WATER DISTRICT STD DWG 4. ASSEMBLY SHALL BE 12'-36' FROM PROPERTY UNE O6 INSTALL 2' COPPER WATER UNE AND CONNECT TO BUILDING WATER SYSTEM PER PLUMBING PLANS. O7 INSTALL 6' FIRE SERVICE ASSEMBLY WITH DOUBLE DETECTOR CHECK ASSEMBLY PER WALNUT VALLEY WATER DISTRICT STD. DWG. 20A O INSTALL 6' C 900 PVC PRIVATE FIRE UNE BEDDING PER O9 CONNECT TO BUILDING FIRE SUPPRESSION SYSTEM SEE FIRE PROTECTION PLAN FOR DETAILS 70 INSTALL POST INDICATOR VALVE 71 INSTALL POST FIRE DEPARTMENT CONNECTION 12 INSTALL FIRE HYDRANT PER WALNUT VALLEY WATER DISTRICT STD. DWG 6 @ REMOVE EXISTING FIRE HYDRANT, LATERAL AND VALVE INSTALL CAP AND THRUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG 13 14 INSTALL GATE VALVE 75 INSTALL 6' DI P.O. X P.O. TEE WITH VALVE AND THUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG. 13 76 INSTALL 5' DI 90' P.O. X P.O. BEND WITH VALVE AND THUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG. 13 77 INSTALL 6' DI 45' P.O. X P.O BEND WITH VALVE AND THUST BLOCK PER WALNUT VALLEY WATER DISTRICT M. DWG. 13 20' 0' 20' 40' 60' GRAPHIC SCALE 1'=20' ............... ....... .T_...... ....... .._. S,H,U W _1 _I �I IR I J_-06SN T-- 8-- ® L'f';_0KEY MAP EY PUBLIC WORKS DEPARTMENT C I T Y O F D I A M O N D B A R STATE OF CALIFORNIA REVIEWED FOR THE CITY OF DWIOND DAR BY. T CONSULTANT INFORMATION TS ADDRESS lam) = SOIL ENGINEER RCE DATE ENGINEER GEOLOGIST RCE DATE NAME PRELIMNARY WATER PLAN INSERT TEXT HERE 249 S DWIOND DAR BLVD, DIAMOND BAR, CA _ DATE DRAWN BY' CA CHECKED BY CA SCALE: 1jCHECKED BY CA SCALE: i DRAWING N0. SHEET 06 OF Tw_UN 5161 _1+27.02 17 /4 Y D2+36.76 �_-- �S \ W -LINE_ E B 75 o w PROPOSED A BUILDING RETAIL \ + 12,15 5 �S S.F.=Y. PROaOSED--/./ BUILDING 47 cl \cp \ \v/ -- o o (SS) (SS) 9 Ss 0 � i DW -UN __E) E�E)A 0 I EXISTING BUILDING Do O x-29,365uj (/7 S. F. N t Z O Z F - Z EXISTING O BUILDING 1 0 I.A.P. SS— MI--(E5 S MI- (E) <M SS UT CONNECTION DETAIL - RETAI' SEE SHEET HT JIo WC 0 WATER METER LEGEND g — PROPERTY UNE FW FW FW ff Y/ L4 -I FW CHECK VALVE) X CENTER LINE --- ------------" _ _--------- O -----�'- ---- EASEMENT 7.-'--- FIRE CONNECTION DETAIL • DOMESTIC WAIIIt PIPE RETAIL B & RETAIL 1 SEE SEWER MANHOLE (SEE SEWER PLAN FIRE WATER PIPE SHEET SHT 09 ® _�—�— SANITARY SEWER PIPE (SEE SEWiR —(SD (SD) SO) (SD) (SD) PLAN AND PROFILE) DRAIN PIPE (SEE GRADING rmmml CIT AND DRAINAGE PIAN) --- GAS LINE (REFERENCE ONLY) ELECTRICAL UNE (REFERENCE ONLY) WATER CONSTRUCTION NOTES EXISTING BUILDING Do O x-29,365uj (/7 S. F. N t Z O Z F - Z EXISTING O BUILDING 1 0 I.A.P. SS— MI--(E5 S MI- (E) <M SS UT CONNECTION DETAIL - RETAI' SEE SHEET HT JIo WC 0 WATER METER ® BACK FLOW PREVENTER (REDUCED PRESSURE PRINCIPLE) ® BACK FLOW PREVENTER (DOUBLE CHECK VALVE) X FIRE DEPARTMENT CONNECTION 6 POST INDICATOR VALVE FIRE HYDRANT • GATE VALVE O SEWER MANHOLE (SEE SEWER PLAN AND PROFILE) ® GREASE INTERCEPTOR (SEE SEWER PLAN AND PROFILE) U INSTALL 1 1/2' WATER SERVICE ASSEMBLY PER WALNUT VALLEY WATER DISTRICT STD DWG 1B. METER SHALL BE 18' FROM CURB FACE O2 INSTALL 1 1/2' REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER PER WALNUT VALLEY WATER DISTRICT STD. DWG. 4. ASSEMBLY SHALL BE 12'-36' FROM PROPERTY UNE O INSTALL 1 1/Y COPPER WATER LINE AND CONNECT TO BUILDING WATER SYSTEM PER PLUMBING PLANS. O INSTALL 0 WATER SERVICE ASSEMBLY PER WALNUT VALLEY WATER DISTRICT STD DWG. 18A METER SHALL BE 18' FROM CURB FACE US INSTALL 0 REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER PER WALNUT VALLEY WATER DISTRICT STD DWG 4. ASSEMBLY SHALL BE 12'-36' FROM PROPERTY LINE O INSTALL 2' COPPER WATER LINE AND CONNECT TO BUILDING WATER SYSTEM. PER PLUMBING PLANS. O7 INSTALL 6' FIRE SERVICE ASSEMBLY WITH DOUBLE DETECTOR CHECK ASSEMBLY PER WALNUT VALLEY WATER DISTRICT STD. DWG. 20A O INSTALL 6' C 9G0 PVC PRIVATE FIRE LINE BEDDING PER O CONNECT TO BUILDING FIRE SUPPRESSION SYSTEM SEE FIRE PROTECTION PLAN FOR DETAILS 10 INSTALL POST INDICATOR VALVE 11 INSTALL POST FIRE DEPARTMENT CONNECTION 72 INSTALL FIRE HYDRANT PER WALNUT VALLEY WATER DISTRICT STD. DWG 8 73 REMOVE EXISTING FIRE HYDRANT, LATERAL AND VALVE INSTALL CAP AND THRUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG 13 i4 INSTALL CATS VALVE 75 INSTALL 6' DI P.O. X P.O. TEE WITH VALVE AND TRUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG. 13 i6 INSTALL 6' DI 90' P.O. X P.O. BEND WITH VALVE AND TRUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG. 13 17 INSTALL 6' DI 45' P.O. X P.O BEND WITH VALVE AND THUST BLOCK PER WALNUT VALLEY WATER DISTRICT STD. DWG. 13 20' 0' 20' 40' 60' GRAPHIC SCALE 1'=20' KEY MAP N T9. _,n, PUBLIC WORKS DEPARTMENT 4_` C I T Y O F D I A M 0 N D B A R STATE OF CALIFORNIA TICAL ENGINEER'S STATEMENT OF COMPLIANCE INSERT TEXT HERE T REVIEWED FOR THE CITY OF DIAMOND BAR BY: T CONSULTANT INFORMATION T ADDRESS SOIL ENGINEER RCE DATE RCE DATE NAME RCE PRELIMNARY WATER PLAN LEGAL oESCRIPTION INSERT TEKT HERE OWNER: SITE ADDRESS: --- 249 S INWOND BAR BLVD, DIAMOND DAR, CA DATE DRAWN BY CA CHECKED BY OA SCALE: 1'=2D' DRAWING NO. SHEET 07 OF 1 C; R K --_ . o I I FSHT--8.. 5 KEY MAP N T9. _,n, PUBLIC WORKS DEPARTMENT 4_` C I T Y O F D I A M 0 N D B A R STATE OF CALIFORNIA TICAL ENGINEER'S STATEMENT OF COMPLIANCE INSERT TEXT HERE T REVIEWED FOR THE CITY OF DIAMOND BAR BY: T CONSULTANT INFORMATION T ADDRESS SOIL ENGINEER RCE DATE RCE DATE NAME RCE PRELIMNARY WATER PLAN LEGAL oESCRIPTION INSERT TEKT HERE OWNER: SITE ADDRESS: --- 249 S INWOND BAR BLVD, DIAMOND DAR, CA DATE DRAWN BY CA CHECKED BY OA SCALE: 1'=2D' DRAWING NO. SHEET 07 OF 1 C; R K 15 2+39.21 FW-UNE-MAJO RETAIL 2+44.21 FW -UN h- VA Al C I - o -'W FW- PV/ — FW 10 GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE 3+ 7613 B 12 LEGAL DESCRIPTION INSERT TEXT HEM 10 INSERT TEXT HERE ii if VVILL, DAVID 0. UV, F.E. CITY ENGINEER RCE 44053 DATE PLANS REVIEWED FOR THE CRY OF DMORD BAR SY.- INSERT CONSULTANT INFOMLAHOH INSERT ADDRESS FR3-- OWNER, 23 SOIL ENGINEER RCE DATE WE ADD EM 249 5 DtAUQHD BAR BLVD, DIAMOND BAR. CA (SD) -(SD) —(SD) ENGINEER GEOLOGIST RCE E, F-1 DRAWN BY BY CA CHECKED BY GA SCAM 1'-20* O WATER DETAIL PLAN DRAWING N0. SHEET 09 OF15 iu FIRE CONNECTION DETAIL — MAJOR RETAIL 9 & MAJOR RETAIL 1 0 0 SS — ss— ss— ss— ss— SS i SS (E) (E) —(E) —(E) —(E) —(E) —(E) —(E) — 7-1 ----------- UT CONNECTION DETAIL — RETAIL 1 UT CONNECTION DETAIL — RETAIL 3 UT CONNECTION DETAIL — RETAIL 2 LEGEND PROPERTY UNE 9 WATER METER CENTER LINE am BACK FLOW PREVENTER (REDUCED EASEMENT PRESSURE PRINCIPLE) DOMESTIC WATER PIPE mam BACK FLOW PREVENTER (DOUBLE CHECK VALVE) FIRE WATER PIPE V FIRE DEPARTMENT CONNECTION SANITARY SRER PIPE (SEE SEMR 6 POST INDICATOR VALVE PLAN AND PROFILE) FIRE HYDRANT STORM BRAIN PIPE (SEE GRADING AND DRAINAGE PLAN) • GATE VALVE GAS LINE (REFERENCE ONLY) SEWER MANHOLE (SEE SEWER PLAN ELECTRICAL UNE (REFERENCE ONLY) AND PROFILE) ro-ol GREASE INTERCEPTOR (SEE SEWER WATER CONSTRUCTION NOTES PLAN AND PROFILE) (DINSTALL 1 1/1' WATER SERVICE ASSEMBLY PER WALNUT VALLEY WATER DISTRICT SM DWG Ill METER SHALL BE 18" FROM CURB FACE O INSTALL 1 1/2' REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER PER WALNUT VALLEY WATER DISTRICT SM. DWG. 4. ASSEMBLY SHALL BE 12'-36' FROM PROPERTY LINE. INSTALL 1 1/2' COPPER WATER LINE AND CONNECT TO BUILDING WATER SYSTEM PER PLUMBING PLANS O INSTALL 2* WATER SEMICE ASSEMBLY PER WALNUT VALLEY WATER DISTRICT SM DING. 18A METER SHALL BE 18" FROM CURB FACE TINSTALL 2' REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER PER WALNUT VALLEY WATER DISTRICT SM DWG 4. ASSEMBLY SHALL BE 12'-36* FROM PROPERTY LINE O INSTALL 2" COPPER WATER LINE AND CONNECT TO BUILDING WATER SYSTEM PER PLUMBING PLANS. INSTALL 6' FIRE SERVICE ASSEMBLY WITH DOUBLE DETECTOR CHECK ASSEMBLY PER WALNUT VALLEY WATER DISTRICT SM. DING. 20A @ INSTALL 6' C 900 PVC PRIVATE FIRE UNE. BEDDING PER O CONNECT TO BUILDING FIRE SUPPRESSION SYSTEM SEE FIRE PROTECTION PLAN FOR DETAILS 10 INSTALL POST INDICATOR VALVE G INSTALL POST FIRE DEPARTMENT CONNECTION @ INSTALL FIRE HYDRANT PER WALNUT VALLEY WATER DISTRICT SM. DING 8 @ REMOVE ENSTING FIRE HYDRANT, LATERAL AND VALVE. INSTALL CAP AND THRUST BLOCK PER WALNUT VALLEY WATER DISTRICT SM. DWG 13 14 INSTALL GATE VALVE 15 INSTALL 6' 111 P.O. X P.O. TEE WITH VALVE AND THUST BLOCK PER WALNUT VALLEY WATER DISTRICT SM. DING. 13 8INSTALL 6' DI SO* P.O. X P.O. BEND WITH VALVE AND THUST BLOCK PER WALNUT VALLEY WATER DISTRICT SID. DWG. 13 @ INSTALL 6' 111 45' P.O. X P.O BEND WITH VALVE AND THUST BLOCK PER WALNUT VALLEY WATER DISTRICT SID. DING. 13 2a ol 20* 40' 60, GRAPHIC SCALE-- 1'-20' 9 E PUBLIC WORKS DEPARTMENT C I T Y 0 F D I A M 0 N D B A R STATE OF CALIFORNIA GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE LEGAL DESCRIPTION INSERT TEXT HEM INSERT TEXT HERE DAVID 0. UV, F.E. CITY ENGINEER RCE 44053 DATE PLANS REVIEWED FOR THE CRY OF DMORD BAR SY.- INSERT CONSULTANT INFOMLAHOH INSERT ADDRESS FR3-- OWNER, FAY. SOIL ENGINEER RCE DATE WE ADD EM 249 5 DtAUQHD BAR BLVD, DIAMOND BAR. CA in ENGINEER GEOLOGIST RCE DATE , HAUE BOB DATE DRAWN BY BY CA CHECKED BY GA SCAM 1'-20* PRELIMNARY WATER DETAIL PLAN DRAWING N0. SHEET 09 OF15 iu 9 E 740 ----- 730 720 710-_— 10 EXISTII - 740 a'+m) .. ........... .... OVER SEW RIGHT OF WAY EASEMENT ....... UTILITY EASEMENT N D PROPOSED SANITARY SEWER EXISTING SANITARY SEWER - 730 f EXISTISANITARY SEWER STATE OF UFORNIA TO BENGREMOVED ....................... - ........ . . --- ..... ..... . EXISTING MANHOLE LEGAL DESCRIPTION 700 - ----- ---- — — — -- — 10+00 S -LINE 1+13.46P-R90a MH V1, —(1y) —(w) —(w) — - - - - ------------ - ----- - - — ----- - T L E PLAN (SS -LINE A) le VCp SS (PC 6061) 10+50 AIDING PAD 60BI) 11+00 b n, Ss SS _SS ISS -SSI 10+99.61 SS- LINE -A 0% 3% P R I N GN or"' L N 11+50 12+00 (PC 6087) 17, 'P Ig ASED E B 'P ) 17 rSSJ 4� /yy DON (E) le CONCR ENCASED VCp SS 12-8) PROPOSED op 127 N \ y�, / SED VCP Ss (S-S-LJNE A) —Ss —Ss —SST' 50 s Ss PROPOSED MH NE=A- 10+65.39.39 FC 191 28126 1+00.00 —(W) —(W) PROPERTY LINE �nl m LEGEND - 740 a'+m) PROPERTY LINE ........... .. .........� .I RIGHT OF WAY EASEMENT ....... UTILITY EASEMENT 10+00 S -LINE 1+13.46P-R90a MH V1, —(1y) —(w) —(w) — - - - - ------------ - ----- - - — ----- - T L E PLAN (SS -LINE A) le VCp SS (PC 6061) 10+50 AIDING PAD 60BI) 11+00 b n, Ss SS _SS ISS -SSI 10+99.61 SS- LINE -A 0% 3% P R I N GN or"' L N 11+50 12+00 (PC 6087) 17, 'P Ig ASED E B 'P ) 17 rSSJ 4� /yy DON (E) le CONCR ENCASED VCp SS 12-8) PROPOSED op 127 N \ y�, / SED VCP Ss (S-S-LJNE A) —Ss —Ss —SST' 50 s Ss PROPOSED MH NE=A- 10+65.39.39 FC 191 28126 1+00.00 —(W) —(W) PROPERTY LINE �nl m LEGEND - 740 PROPERTY LINE RIGHT OF WAY EASEMENT C I T Y UTILITY EASEMENT N D PROPOSED SANITARY SEWER EXISTING SANITARY SEWER - 730 f EXISTISANITARY SEWER STATE OF UFORNIA TO BENGREMOVED PROPOSED MAN HOLE EXISTING MANHOLE - 720 - 710 - 700 PROPERTY LINE 10, Fm 0. 10, 20' 40 GRAPHIC SCALE 1"=10' Lill PUBLIC WORKS DEPARTMENT C I T Y 0 F D I A M 0 N D B A R STATE OF UFORNIA GEOTECHNICAL ENGINEER'S STATEMENT Or COMPLIANCE LEGAL DESCRIPTION INSERT TEXT list INSERT TEXT HERE DAVID G. UU. P.E. CITY ENGINEER RCE 44053 DATE PLANS REVIEWED M THE CITY OF DIAMOND BAR fffe INSERT CONSULTANT INFORMATION JOH INSERT ADDRESS OWNER: IMU `ZFAY. SOIL ENGINEER RCE DATE SITE ADD ESS: 242 S DIAMOND BAR BLVD, DIAMOND SM. CA A ENGINEER GEOLOGIST ME DATE NAME RCE DATE DRAWN BY CA CHECKED BY ---a— SCAM- 1 -=IW ' =�w IN 5 IRELIMINARY SEWER PLAN PROFILE DRAWING NO.— SHEET 10 5 �ill 740 740 740 740 LEGEND PROPERTY LINE PROPOSED-SURFACE-OVER-SEWER + RIGHT OF WAY EASEMENT -------- --a t a PROPOSED-SUREACE_OVER_S UTILITY EASEMENT ------------------------ PROPOSED SANITARY SEWER EXISTING SANITARY SEWER - A 730 ...... .... . .. . . .......... .... .......... ......... ................... 730 730 . ... ........... - . . . . . ................ .. ..... . . .... EXISTING SANITARY SEWER . . ...................... . . . ........ . .. ................. ..... .. . .. . .......... . ................... . ....... ......... . ........... ................. . 730 TO BE REMOVED PROPOSED MAN HOLE EXISTING MANHOLE 720 720 720 720 IDENTICAL POINT .............. .... .. ..... ............. ...................... . . ... . . ......... . ... . .. ......... ... .......... . .................... - .. ................ ...................... 710 710 710 710 PROP 34.54 LF — PftOP 9.46 LF PROP I5.00 LF PVC 551 12 PVC SS 6- fc SS 700 :d 700 700 1+00 1+501+50 2+00 2+50 3+00 700 PROFILE R.. I To- V.. 1":5' rso)) EX 10' SS-LINE B 3+'00 2 SO / W ESMT. 1+5260 X 4-+.S —E! SS LINE B IDENTICAL POIHT, SS-- SS-- SS-+4'0-0 SS SS SS _SS I SS SS SS SS SS / O I i SS-LINE ll—__ sQ 1+13.46 . .. . ..... O–� O SS-LINE-B EX 12' SS ESMT. fv 1 'I, Z' neo \ — — T tO SS-LINE Q SS-LINE B PUBLIC WORKS DEPARTMENT p C I T Y 0 F D I A M 0 N D B A R T STATE OF CALIFORNIA Groncwrx ENGINEER'S STATEMENT or COMPLIANCE LEGAL DESCRIPTION I.. TEM THTTTE INSERT TEXT HERE DAVID 0. LU. P.E. CITY ENGINEER RCE 44053 DATE 10, 01 10' 20, 40 PLANS REYIEWED FDR THE CRY OF DIAMOND BAR BY: INSERT CONSULTANT INFORMATION 10, 10, 20' 40 GRAPHIC SCALE: 1"-10' INSERT ADDRESS OWNER, — REL: GRAPHIC SCALE: 1"=10' FAX. 'STrE ADDRESS: SOIL ENGINEER TICE DAM 249 S DIAMOND MR BLVD, DIAMOND MR, CA N ---E— EN [NEER GEOLOGIST ME DATE NAME NICE DRAWN BY CHECKED BY CA SCAM. rRELIMINARY SEWER PLAN & PROFILE DRAWING NO.— SHEET >>OF 740 v 7301 '20 -Pld- PROFILE 3+50 4+00 H: 1":1 V. 1":V PLAN SS—LINE Q Zf To, 0. 10, 20' 40 !9 GRAPHIC SCALE: 1"=10' LEGEND 740 PROPERTY UNE RIGHT OF WAY EASEMENT UPPITY EASEMENT PROPOSED SANITARY SEWER EXISTING SANITARY SEWER 730EXISTING SANITARY SEWER TO BE REMOVED PROPOSED MAN HOLE EXISTING MANHOLE 720 4+00 4+50 5+00 5+50 SO — SO —SD —SD —SD —SD —SD —SD r SD — SD SS LINE B SS—SS—SS— I ss— Ss ss— SS 5+400 SS— SS— SS — 5 5+43.28 SS -UNE R -T PUBLIC WORKS DEPARTMENT T C I T Y 0 F D I A M 0 N D B A R PLAN SS—LINE Q STATE OF CALIFORNIA GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE LEGAL DiscTurnoN INSERT TEXT HERE INSERT TEXT HERE DAVID G. LIU, P.E. CITY ENGINEER RCE M 53 DATE PLANS REVIEWED FOR THE CITY OF DIAMOND BAR BY: i5 INSERT CONSULTANT INFORMATIDN INN, INSERT ADDRESS OWNER: lz:r ITEL. FA)U I—) SITE ADDRESS: 10, 0. 10, 20' 40 SOIL ENGINEER LICE DATE 249 S DIAMOND BAR BLVD, DIAMOND BAR, CA ENGINEER GEOLOGIST RCE DATE NAME RICE DATE DRAWN By ---,EA— CHECKED OT CA SCAM- 1�--20' GRAPHIC SCALE: 1"=10' LRELIMINARY SEWER PLAN & PROFILE DRAWING NO.— SHEET 120F1 G, V (E) -- (E) -- N - :t GyP� a PLAN SS -LINE C \ +00 9 �9L Qf- \ 1 RIGHT OF WAY EASEMENT (S�j y 128 (SS) SS UNE_C SS EXISTING SANITARY SEWER (55)1. (S5) 50S) (SS) SS PROPOSED MAN HOLE io EXISTING MANHOLE FAX: 1wv) goat- 3 PROPOSED-'SURFACE-DVER-SEWER--- DATE STA:1+009- —RIM:735.7 BRIM PROPOSED SUR ACE OVER SEWER ENGINEER GEOLOGIST RCE DATE NAME RCE DATE 7360- SCALE: i'=20' 'RELIMINARY SEWER PLAN & PROFILE DRAWING N0. SHEET 1400 ---- 35- ._— ....................-1..... .... ......_ .. ..........._ ._ .............. ........... .._ _.. .. _. ............ .. ..................... ........... . ......... ...... _. .. _........ ........ ..__. ._. _......... .... ..........._.... ._. ....... ._... 725- . ............... . ._ .......... ........._......................................... _.._.._............_..__...._._..._...._ ...................__...._. __... ..................... M It ... . _ ...... ..._... ................ ..... ._ ...,. . ..._...- ......._...................... ........... ...... ............._......... ... ................. _....... ._........ - ........ . .. ............... ........ ...... .._.._... _. .................. . .... .. ... ...... _.. ....__.._..... ..._ ............... ..... ........... . ...................... ... _ _ ... .... . .. .. .. ................. 715- _ a�tl .. .. .......... ............ _.. ...._..... ....................... ........ ..... _._.. 710 .. _PR0P.67.50 LF PROP IF ... ..... ( ............ .. ....._ ..._6 PVC SS .................... ..... ... .. .. ... .._ ...................... ........ _176,.49 .. . 6 PVC_SS .........-.. .. .......... ......... . _.. ............... ..................................- ........._. .. ............... .... .__ .......... _.__..... ..... .. ..... .._... .. _.... .. ... ... ... 705- _. ..._......... .. ....... ... _....._........ _............ _... ...................._.. .. ... _...._...., .. ............... ............................__. .. _._..._.... . L...................................__........................ ................................. 1+00 1+50 2+00 2+50 3+00 3+50 PROFILE R. 1a:i V. r:7 G, V (E) -- (E) -- N - :t GyP� a PLAN SS -LINE C (W) --- p \ +00 9 �9L Qf- \ 1 RIGHT OF WAY EASEMENT (S�j y 128 (SS) SS UNE_C SS EXISTING SANITARY SEWER (55)1. (S5) 50S) (SS) SS PROPOSED MAN HOLE io EXISTING MANHOLE FAX: 1wv) goat- 3 (W) --- p \ ------- 9 �9L Qf- \ 740 RIGHT OF WAY EASEMENT UTILITY EASEMENT �9 PROPOSED SANITARY SEWER a�� J EXISTING SANITARY SEWER (55)1. (S5) 50S) (SS) 1+71 O SS UNE-C-C . • ' Ci ss—ss—SS I SS SS —IIY,� _.SLY.!) .._.. (w) = ( (w) (w) (w) (w) (Y+) (w) ---------------------------------------------- (E) (E) (E) (E .� (E)^_� (_�. (Ci.,,,.._. (E) (E) (E) - (E) (E) J JP15000 GREASE INTERCEPTOR OR APPROVED EOUAI gh00 SS 3+21.51 —� --SS-LINE-C GEOTECHNICAL ENGINEER'S STATEMI INSERT TEXT HERE SS >•" — SS� C I T Y COMPLIANCE LEGEND ------- PROPERTY UNE 740 RIGHT OF WAY EASEMENT UTILITY EASEMENT —•—•— PROPOSED SANITARY SEWER EXISTING SANITARY SEWER EXISTING SANITARY SEWER TO BE REMOVED PROPOSED MAN HOLE 735 EXISTING MANHOLE 730 725 10' 0' 10' 20' 40 GRAPHIC SCALE 1"=10' `E RS v� PUBLIC WORKS DEPARTMENT O F D I A M O N D B A R - STATE DP CALIFORNIA LEGAL DESCRIPTION INSERT TEXT HERE ,A m C. UU, P.E. CITY ENGINEER RCE M 53 DATE PIANS REVIEWED FOR THE CITY OF DIALIOND DAR BY: INSERT CONSULTANT INFORMATION INSERT ADDRESS OWNER: ITEL: I—) FAX: 1wv) goat- SOIL ENGINEER RCE DATE SUE ADDRESS: 249 S DMOND BAR BLVD, DDIMDHD BAR, CA ENGINEER GEOLOGIST RCE DATE NAME RCE DATE DRAWN BY CHECKED BY CI` SCALE: i'=20' 'RELIMINARY SEWER PLAN & PROFILE DRAWING N0. SHEET 1400 745- 740- 735- 730- 725- 720- 715- 710- LEGEND 45-740-735-730-725-720-715- 710- 4+UU 4+50 5+00 5+50 PROFILE H: 11 :10 V: 1": 2' \ E 10' 0' 10' 20' 40 GRAPHIC SCALE: 1"=10' \ FF= 738. o i i i W i OADIN J t 3 SF 3 L__J L -J , DOCK I� LpAUING� 3 l I 2 INV 5+49.21 . C ' w INV v I I ...'"" 9FINE-C SS •`� I S � SS SS SS SS SS SS SS—SS 5+10 3�,/ •SS 55 5 o� X47 — `551 _-_---_-_---- -----____-- �C SS -UNE C (G) _( - )__ ___ fG7'�--(-cy----------(G)-�`-(��---:t(•e" Tei ----{moi- Tei- --------------- � ' (v> (w> (1 (w) v (5s1 (w) (w) (vr) (w) (w) (w) (w> (w) (w) (w) ( PUBLIC WORKS DEPARTMENT -�- -- --- --__ _- ===_-- - -- - C I T Y O F D I A M O N D B A R -(E) (E) (E) (E) ESI O (E) (E) (E) (E) E)I - (E) (E) (E) (E) (E) -- -- — — _ STATE OF CALIFORNIA m c --'--•-- — — — — r— GEOTECHNICAL ENGINEER'S STATEMENT OF CONPDAl:CE LEGAL DESCflIPiION m � INSERT TEXT HERE INSERT TEXT HEREC.Nlll 1. IXIS110N SEWER DAVID G. UU. P.E. CITY ENGINEER RCE 4{053 DATE v E PLANS REVIEWED FOR THE CITY OF DIAMOND BAR BY: INSERT CONSULTANT INFORMATIDN INSERT ADDRESS OWNER: _ �� rxx :ooac SITE ADDRESS: SOIL ENGINEER TICE DATE 249 S DIAMOND DAR BLVD. DIAMOND DAR. CA _ PLAN SS -LINE C ENGINEER GEOLOGIST RCE DATE NAME RCE DATE DRAWN BY CA CHECKED BY CA SCALE 1"=20' RELIMINARY SEWER PLAN & PROFILE DRAWING N0. SHEET 15 DF15 _ LEGEND PROPERTY LINE 745 RICHT OF WAY EASEMENT UTILITY EASEMENT —e—s— PROPOSED SANITARY SEWER 740 EXISTING SANITARY SEWER EXISTING SANITARY SEWER TO BE REMOVED 735 MAN HOLE PROPOSED EXISTING MANHOLE 730 725 720 715 710 4+UU 4+50 5+00 5+50 PROFILE H: 11 :10 V: 1": 2' \ E 10' 0' 10' 20' 40 GRAPHIC SCALE: 1"=10' \ FF= 738. o i i i W i OADIN J t 3 SF 3 L__J L -J , DOCK I� LpAUING� 3 l I 2 INV 5+49.21 . C ' w INV v I I ...'"" 9FINE-C SS •`� I S � SS SS SS SS SS SS SS—SS 5+10 3�,/ •SS 55 5 o� X47 — `551 _-_---_-_---- -----____-- �C SS -UNE C (G) _( - )__ ___ fG7'�--(-cy----------(G)-�`-(��---:t(•e" Tei ----{moi- Tei- --------------- � ' (v> (w> (1 (w) v (5s1 (w) (w) (vr) (w) (w) (w) (w> (w) (w) (w) ( PUBLIC WORKS DEPARTMENT -�- -- --- --__ _- ===_-- - -- - C I T Y O F D I A M O N D B A R -(E) (E) (E) (E) ESI O (E) (E) (E) (E) E)I - (E) (E) (E) (E) (E) -- -- — — _ STATE OF CALIFORNIA m c --'--•-- — — — — r— GEOTECHNICAL ENGINEER'S STATEMENT OF CONPDAl:CE LEGAL DESCflIPiION m � INSERT TEXT HERE INSERT TEXT HEREC.Nlll 1. IXIS110N SEWER DAVID G. UU. P.E. CITY ENGINEER RCE 4{053 DATE v E PLANS REVIEWED FOR THE CITY OF DIAMOND BAR BY: INSERT CONSULTANT INFORMATIDN INSERT ADDRESS OWNER: _ �� rxx :ooac SITE ADDRESS: SOIL ENGINEER TICE DATE 249 S DIAMOND DAR BLVD. DIAMOND DAR. CA _ PLAN SS -LINE C ENGINEER GEOLOGIST RCE DATE NAME RCE DATE DRAWN BY CA CHECKED BY CA SCALE 1"=20' RELIMINARY SEWER PLAN & PROFILE DRAWING N0. SHEET 15 DF15 _ SIGN CRITERIA DIAMOND BAR BLVD. & GENTLE SPRINGS LN. SEC CITY OF DIAMOND BAR, CA I. GENERAL Signs are not only effective as store identification, but are a source of interest, excitement and good advertising when designed with taste and in harmony with the design standards of the "Shopping Center." The sign regulations herein have been established for the purpose of achieving the best possible effect for store identification and overall design, while allowing each tenant creativity within the limit of their leasehold. Experience has proven that all stores in the Shopping Center will benefit by the establishment of sign controls such as herein set forth. This sign criterion is not a guarantee of signage, and can be modified at any time by the Landlord subject to all signage regulations and ordinances established by the City of Diamond Bar. The design elements, as referenced in the Sign Criteria, may be subject to review and approval by the Landlord and City of Diamond Bar. 11. APPROVALS A. It is a mandatory requirement that the design and construction of the Tenant's exterior signs receive written approval by Landlord prior to City submittals, fabrication and installation. Landlord's approval shall be based on: 1 Conformity to the sign criteria established for the center, including the fabrication and method of installation. 2. Harmony and compatibility of the proposed sign with the approved design standards of the Shopping Center and the Declaration of Covenants, Conditions, and Restrictions, and Grants of Easements dated May 29, 1975.. 3. Conformity to City of Diamond Bar signage ordinance or any governmental ordinance having jurisdiction over the Shopping Center. Landlord has the specific right to refuse approval of any sign design, which does not conform to the specific criteria set forth herein. A request for an exception to any of the provisions of the Sign Criteria shall be made in writing by the tenant and shall be subject to 'review and approval by the landlord and the City of Diamond Bar. 1 B. To secure Landlord's approval, Tenant agrees to conform to the following procedures: 1. Four (4) copies of the detailed sign design, one with a color swatch, submitted to the Landlord at: Diamond Springs, LLC c/o Excel Property Management Services Inc. 9034 W. Sunset Blvd., West Hollywood, CA 90069 2. All sign design and specifications shall be prepared by a reputable licensed sign contractor. The sign drawing shall indicate the following information: a. A scaled storefront drawing reflecting the proposed sign design and all dimensions, as it relates to the storefronts elevation and rear or side elevation of Tenant's building. b. A site plan and. elevation indicating the exact location of each Tenant's sign as it relates to the building. c. A detailed through section of the sip and building fascia to show its construction and method of attachment. d. All Plexiglas colors, paint finish colors with color swatches and material specifications. e. Neon tubing sizes, colors and intensity. C. Unless Landlord has received the required four (4) copies of a detailed sip design as set forth above, Landlord will not approve Tenant's exterior signage. D. All drawings marked "Disapproved" or "Approved as Noted" shall be re- submitted as here and above set forth in paragraph ' ' 'B" with the required corrections. Tenant or its sign contractor shall not be permitted to commence installation of any exterior sign, unless the following conditions are met: 1. A stamped set of the, final sign drawings reflecting Landlord's approval are received and retained on Tenant's premises at all times during the installation of sign and signs for a period of thirty (30) days thereafter. 2. No sign shall be installed unless four (4) sets of plans or other such number required by the municipality approved by the Landlord are -submitted to the City of Diamond Bar for permits and approval. The sign contractor shall ensure that all signs and the installation thereof complies with all applicable zoning, building and electrical codes. 1) A. PRIMARY TENANTS: (OVER 10,000 sq. ft.) 1. Each Tenant shall be permitted a maximum of one (1) illuminated channel letter sign, including logotype identification, on the front elevation of Tenant's Premises with secondary signage as approved by Landlord and the City of Diamond Bar. 2, The total combined signage area for each major Tenant shall be subject to compliance with all applicable City of Diamond Bar provisions. The sign area shall be centered vertically and horizontally on the front fascia of the tenant's building above the entrance or as approved by Landlord and the City of Diamond Bar. Signs shall be located only within the space and surface specifically provided for it on the building in accordance with the requirements of the approved sign criteria. Total combined length of signage shall not exceed 70% of leasehold frontage of Tenant's building. 3. Tenants with an exterior canopy can apply for a blade sign for installation as approved by Landlord and the City of Diamond Bar. 4. Tenants with more than one street frontage may apply to the Landlord for additional building signs subject to compliance with all applicable City of Diamond Bar provisions. 5. Landlord shall reasonably approve location of Tenant signs, which shall be in keeping with the architectural design of the building and center. 6. Maximuin letter height of Tenant shall not exceed 7 feet (if letters are stacked, shall not exceed 11 feet) and shall be subject to compliance with all applicable City of Diamond Bar signage regulations. B. INLINE SHOPS: (UP TO 10,000 SQ. FT) 1. Each Tenant shall be permitted a maximum of one (1) illuminated channel letter sign, including logotype identifications, on the front elevation of Tenant's Premises. Signs shall be located only within the space and the surface specifically provided for it on the building in accordance with the requirements of the approved sign criteria. 2. The total combined sign area for such signs shall be subject to compliance with all applicable City of Diamond Bar provisions, The sign area shall be centered vertically and horizontally on the front fascia of Tenant's building above the entrance. Total combined length of signage shall not exceed 70% of leasehold frontage of Tenant's building. 3. Tenants with more than one street frontage may apply to the Landlord for additional building signs subject to compliance with all applicable City of Diamond Bar regulations. 4. Landlord shall reasonably approve location of Tenant signs, which shall be in keeping with the architectural design of the building and center. 5. Maximum overall height of sign shall be thirty-six (36) inches for single line and forty-eight (48) inches for double line, and shall be in compliance with -all applicable City of Diamond Bar regulations. C. SINGLE USER PAD TENANTS 1. Each Tenant which whose premises shall encompass a full free standing building shall be permitted a total of four (4) illuminated channel letter signs, including logotype identification, on the front, side or rear of Tenant's Premises, subject to compliance with all applicable City of Diamond Bar regulations. Signs shall be located only within the space and surface specifically provided for it on the building in accordance with the requirements of the approved sign criteria. 2. All channel letter signs mounted on the elevations of Tenant's leasehold premises shall be subject to compliance with all applicable City of Diamond Bar provisions. Total combined length of the sign shall not exceed 70% of building frontage per street frontage. 3. Landlord shall reasonably approve the location of the Tenant signs, which shall be in keeping with the architectural design of the building and center. Maximum overall height of the sign shall be thirty-six (36) inches for single line and forty (40) inches for double line, and shall be in compliance with all applicable City of Diamond Bar regulations. D. MULTI-USER PAD TENANTS 1. Each multi-user pad Tenant shall be permitted a maximum of two (2) illuminated charnel letter signs, including logotype identification, on the front side, or rear of Tenant's Premises, subject to compliance with all applicable City of Diamond Bar regulations. Signs shall be located only within the space and surface specifically provided for it on the building in accordance with the requirements of the sign criteria. A logo may be located separately from the channel letter text on the same elevation, provided that the maximum tenant sign area for that elevation is not exceeded and the logo is placed on a tower element or other architecturally appropriate location. 2. All channel letter signs mounted on the front, side, or rear elevation of Tenant's leasehold premises shall be subject to compliance with all applicable City of Diamond Bar provisions. Sign area shall be centered vertically and horizontally on the front fascia of the tenant's building above the entrance. The total combined length of the sign shall not exceed 70% of the leasable building frontage of the tenant's building. 3. Tenants with more than one street frontage, or located at the entrance of the shopping center, may apply to the Landlord for a third elevation sign subject to compliance with all applicable City of Diamond Bar regulations. 11 4. Landlord shall reasonably approve location of Tenant signs, which shall be in keeping with the architectural design of the building and center. 5. Maximum overall height of sign or logos is thirty-six (36) inches single line and forty (40 -inches) for double line, and shall comply with all applicable City of Diamond Bar regulations. D.1 PAD TENANTS WITH DRIVE-THROUGH FEATURE 1. In addition to allowable wall signage Tenant with a Drive -Through will be allowed two (2) ground mounted vehicular signs. Signs may be double sided and internally illuminated. All wiring and hook up at Tenant's expense. Sign height shall not exceed 3'-0", width shall not exceed 2'-0". Location must be within 100'-0" of tenant's building and subject to Landlord's approval. 2. Tenant is also allowed one "menu board" sign. Sign must be single sided, Sign Area not to exceed thirty two (32) square feet. E. DIAMOND BAR SHOPPING CENTER MULTI -TENANT MONUMENT/PYLON SIGN 1. Description: The developer may erect internally illuminated monument/pylon sign(s) on the side of the project site fronting Diamond Bar Blvd. 2. Size: The overall height of the monument/pylon signs shall be subject to the City of Diamond Bar regulations. The sign shall also include an area at the top of the monument/pylon sign designated for the name and/or logo of the shopping center. 3. Location: A site plan indicating the - exact location of the monument/pylon sign shall be submitted to the City of Diamond Bar for approval. 4. Design: Prior to installation, the developer shall submit elevations and construction plans for the proposed sign to the City of Diamond Bar for approval and permits. The monument/pylon sign shall include design features and decorative building materials to compliment the architectural style of the center. All tenant signage shall have a white or cream background. The background must be fully opaque so only the tenant letters and logos are internally lit. 5. Tenant Placement: Locations on the monument/pylon sign are generally reserved for primary tenants and are at the discretion of Landlord. F. SINGLE/MULTI-USER PAD MONUMENT SIGN 1. Description: The developer may erect one (1) internally illuminated monument sign on the side of the project site fronting Diamond Bar Blvd. 5 2. Size; The overall height of the monument signs shall be subject to the City of Diamond Bar regulations. The sign shall also include an area at the top of the monument sign designated for the name and/or logo of the shopping center. 3. Location: A site plan indicating the exact location of the monument sign shall be submitted to the City of Diamond Bar for approval. 4. Design: Prior to installation, the developer shall submit elevations and construction plans for the proposed sign to the City of Diamond Bar for approval and permits. The monument sign shall include design features and decorative building materials to compliment the architectural style of the center. All tenant signage shall have a white or cream background. The background must be fully opaque so only the tenant letters and logos are internally lit. 5. Tenant Placement: Locations on the monument sign are generally reserved for primary tenants and are at the discretion of Landlord. G. GENERAL SIGN SPECIFICATIONS 1. The advertising or information content on the sign shall be limited to\letters designating the store name and established trade logo as registered with the appropriate State or Federal authority and as set forth in signed lease documents between tenant and landlord. 2. All letters shall be channel letters with face colors and type styles subject to Landlord and City of Diamond Bar approval. In the event the Tenant does not have an established exterior sign identity, the Landlord recommends that the lettering style be designated by the sign contractor to reflect an acceptable letter style. Established trade logos and signage shall be permitted providing they conform to the criteria described herein. 3. Logo plaques used in conjunction with individual letters shall be considered a part of the sign area, and are subject to Landlord and City of Diamond Bar approval. 4. The Tenant shall pay for all signs, their installation, (including final connection, transformers, and all other labor and materials) and maintenance. Tenant sign contractor must file, pay for, and obtain all required licenses, permits, and approvals from the City of Diamond Bar prior to the sign installation. 5. Each Tenant or its sign contractor shall be responsible for the repair on any damage to the building caused by the installation of said Tenant's sign. Only state licensed sign contractors shall perform sign installation. 6. Each Tenant shall be responsible for the performance of its sign contractor. 7. Tenant shall be responsible for removal of his sign within seven (7) days after vacating the site. Removal of the sign shall include the repair and restoration of the wall surface back to the original condition, and shall undergo final inspection sign off by Landlord. S. Each occupant shall be responsible for keeping all signage or graphics on its premises in a state of good repair, in the sole 6 judgment of Landlord. Landlord shall inform occupant, in writing, of non-coinpliance with the sign criteria. Occupant shall make remedy of specified non-acceptance condition(s) within thirty (30 - days) from receipt of such written notification. 9. Tenant's sign contractor shall carry workman's compensation and public liability insurance against all damage suffered or done by any and all persons and/or property while engaged in the construction or erection of signs in the amount of $1,000,000 per occurrence. Evidence of this insurance must be provided to Developer prior to installation naming the Owner, and Property Manager, or other party as may be required, as additional insured. IV. FABRICATION D INSTALLATIONOF ALL SIGNS SHALL BE SUBJE CT TO THE FOLLOWING RESTRICTIONS. A. The Fabrications and installations of all signs shall be subject to the following restrictions. 1. All channel letters shall be fabricated .050 to .125 alumimmm sheets. Letters shall be fabricated of welded or stapled aluminum with aluminum backs. No pop -riveted letters shall be allowed. Channelume, Channel Classic, and Channel letter edge type letters shall not be permitted due to the rapid deterioration factor (no exceptions). 2. Letter faces shall be a minimum of 1/8"thick, flat surface colored Plexiglas as manufactured by Rohm & Hass or approved equivalent. Colors shall be subject to Landlord approval (except for registered trade logos). If Vinyl graphics are to be applied they shall be minimum 15oz in weight, thickness 0,35 mm, tear strength 55 lbs (weight material can handle before a tear) tensile strength 295lbs/inch. 3. Retainer trim cap shall be 3/4" "Plasco" brand medium bronze trim cap edge, unless otherwise approved by Landlord. Retaining screws shall be 07 x 3/8" Phillip type sheet metal screws. All trim cap -retaining screws shall be painted to match trim cap color. Five (5") inch deep letter returns shall be painted a minimum of two (2) coats of "Dupont", or Matthews or equivalent satin Black acrylic polyurethane finish unless otherwise approved by Landlord. 4. Neon tubing shall be 30 MA or at Tenant's option subject to Landlord's approval, signs may be lit by white LED lights. 5. Normal power factor 30 MA transformers shall be used. 6. PK Housings, Hage, or other approved connectors shall be used for all neon tube systems. Letters shall be UL Labeled. 7. Concealed fasteners, stainless steel, shall secure all sign letters or nickel cadmium plated. 8. No exposed incandescent or fluorescent lamps shall be permitted. 9. All penetrations of the building structure required for sign installation shall be sealed to a watertight condition. 7 10. No sign company labels shall be permitted on the exposed surface of signs except those required by Underwriters Laboratories, which shall be placed in an inconspicuous location on first letter only. 11. All channel letters shall have a 3/16" diameter drain home at bottom of every letter. All Signs shall be fabricated and installed with UL approval in compliance with all applicable building and electrical codes. 12. The landlord shall be responsible for providing primary electrical service terminations to the signage area on the rear side of the fascia wall. 13. All signs shall conceal all necessary wiring, transformers, ballasts, starters, and other necessary equipment within their individual letters or behind storefront construction. 14. The Tenant's sign contractor shall be responsible for verifying all conduit; transformer locations and point of service prior to fabrication. 1 A. Field installation changes shall not be permitted without first notifying the Landlord in writing. In the event that the placement and location of any sign differs from the approved plans, the sign company shall be responsible for all repairs and relocation of the sign to its approved location at the expense of the sign company. B. Tenant shall correct any sign that is installed by Tenant, which is not in conformance to approved drawings, within fifteen (15) days after written notice by Landlord. In the event Tenant's sign is not brought into conformance within said fifteen (15), day period, then Landlord shall have the option to correct said sign at Tenant's Expense. 1. NO BOX -TYPE SIGNS SHALL BE PERMITTED EXCEPT FOR STATE OR FEDERALLY REGISISTERED LOGOS APPROVED BY LANDLORD- No animated, flashing or audible signs shall be allowed. No exposed lamps shall be permitted. 2. No signs shall be permitted on any rooftops, awnings or other areas not intended for sign installations. 3. No temporary signs of any nature shall be, accepted without prior written approval by the Landlord and the City of Diamond Bar. 4. SIGNS ON DOORS, WINDOWS, and FIRE ESCAPES- No window signs shall be permitted except as noted herein. No sign shall be installed, relocated, or maintained so as to prevent free ingress or egress from any door. No sign of any hind shall be attached to a standpipe except those signs, as required by code or ordinance. 5. ANIMATED, AUDIBLE, OR MOVING SIGNS- Signs consisting of any moving, swinging, rotating, flashing, blinking, scintillating, fluctuating, or otherwise animated light are prohibited. 6. VEHICLE SIGNS- Signs on or affixed to trucks, automobiles, trailers or other vehicles which advertise, identify, to provide direction to a use or activity not related to its lawful making of deliveries or sales of merchandise or rendering of service from such vehicles, is prohibited. 7. LITEBULB STRINGS AND EXPOSED TUBING External displays, other than temporary decorative holiday lighting, which consist of unshielded light bulbs, and open, exposed neon or gaseous light tubing, are prohibited. The Landlord hereto may grant an exception when the display is an integral part of the design character of the activity to which it relates. 8. NO BANNERS, PENNANTS OR BALLOONS USED FOR ADVERTISING PURPOSES — No flags, banners, or pennants, or a combination of it shall be permitted except as approved by Landlord and the City of Diamond Bar. 0 K-11214-- i-1- �12A' NO�rvffi"-J' Fli �TWWMRI Prepared for: Ms. Janet Petersen Charles Company 9034 West Sunset Boulevard West Hollywood, CA 90069 Prepared by: Steve F. Andresen Arborist Services 5516 Inspiration Drive Riverside, CA 92506 August 16, 2016 TABLE OF CONTENTS SCOPE OF WORK Page 1 FINDINGS Page 1 SUMMARY Page 1 CONCLUSION Page I TREE PROTECTION AREAS Page 2 CONSTRUCTION GUIDELINES Pages 2 - 3 EXHIBITS Pages 4 - 5 QUALIFICATIONS AND LIMITING CONDITIONS Page 6 Diamond Bar Center Page 1 SCOPE OF WORK The scope of this report is to give a comprehensive overall view of the existing on-site trees for the proposed Diamond Bar Center (Project) using guidelines established by the International Society of Arboriculture and the City of Diamond Bar as follows: On-site visit and inspection of sixty-five (65) existing trees located on the retail center property at the SEC of Diamond Bar Boulevard and Gentle Springs Lane in the City of Diamond Bar, California. The Diamond Bar Center Landscape Plan illustrates thirty (30) trees will remain and preserved in place; of the thirty (30) trees to remain, three (3) trees are protected species and thirty-five (34) trees will be removed and replaced with trees per the City of Diamond Bar requirements. FINDINGS On August 16,2016, sixty-five (65) existing on-site trees were inspected and enumerated with identification numbers. This is shown on Existing Tree Plan and Tree Inventory included in this document as Exhibit A & B. Ficus microcaipa #6 was removed prior to this the preparation of this report. The construction limits of the excavation area needed to construct the Project and underground utilities that may be encountered were not marked. Additionally, the Diamond Bar Center Landscape Plans were provided and illustrate thirty (30) trees will remain and be preserved in place, of that three (3) trees are protected species, and thirty-five (34) trees will be removed and replaced with trees per the City of Diamond Bar requirements. SUMMARY The identified trees are planted within the Project. A majority of the trees are situated in planting areas where the existing irrigation may or may not be adequate. It is likely that many of them are surviving without regular, dependable irrigation. CONCLUSION The trees impacted by the Project are primarily planted on the site in areas that will be demolished or regraded. Due to the proximity of the trees that will remain to construction activities, it is highly probable that the tree roots within the top six (6) to twelve (12) inches of grade may be encountered during the excavation of the Project. The contractor shall follow the construction guidelines for the trees located on-site that will be protected in place. Attached is a tree inventory indicating trees that shall remain and be preserved in place as well as trees to be removed. Diamond Bar Center Page 2 TREE PROTECTION AREAS A tree protection area is the space needed to preserve the tree roots and canopy. Ideally the protection zone is at the trees drip line or outer area of the tree canopy. It is of upmost importance to follow the construction guidelines closely with regards to root cutting and pruning. Failure to do so will undermine the tree stability and survival. CONSTRUCTION GUIDELINES FOR TREES TO REMAIN AND BE PRESERVED The following list of construction guidelines should be followed at all times: © Before beginning work, the contractor should meet with the consultant at the site to review all work procedures, access routes, storage areas, and tree protection measures. © The existing trees to be retained shall be enclosed by protection fencing as determined or by another protective barrier approved by the plaiming director prior to the issuance of a grading or building permit and prior to commencement of work. © Barriers shall be placed at least five feet outside the drip line of trees to be protected. A lesser distance may be approved by the director if appropriate to the species and the adjacent construction activity. ® No grade changes shall be made within the protective barriers without prior approval by the director. Where roots greater than one inch in diameter are damaged or exposed, the roots shall be cleanly saw cut and covered with soil in conformance with industry standards. ® Excavation or landscape preparation within the protective barriers shall be limited to the use of hand tools and small hand-held power tools and shall not be of a depth that could cause root damage. © No attaclu-iients or wires other than those of a protective or non -damaging nature shall be attached to a protected tree. • Construction equipment and vehicles are to remain outside of the trees protection zone at all times. ® No materials, spoils, waste or washout water may be deposited or stored in the tree protection zone. • Any herbicides placed under paving materials must be safe for use around trees. If access within the protection zone of a protected tree is required during the construction process, the route shall be covered in a six-inch mulch bed in the drip line area and the area shall be aerated and fertilized at the conclusion of the construction. When the existing grade around a protected tree is to be raised, drain tiles shall be laid over the soil to drain liquids away from the trunk. The number of drains shall depend upon the soil material. Lighter sandy soils and porous gravelly material require fewer drains then heavy nonporous soils like clay. Diamond Bar Center Page 3 Dry wells shall be large enough to allow for maximurn growth of the tree trunk. Dry well walls shall be constructed of materials that permit passage of air and water. • When the existing grade around a tree is to be lowered, either by terracing or a retaining wall, a combination may be used to lower grade. With either method, the area within the drip line shall be left at the original grade. The retaining wall shall be porous to allow for aeration. • Any roots encountered or damaged during construction or grading shall be exposed to sound tissue and cut cleanly with a saw. • This consultant reconnnnends that no tree root of any size shall have Tree Seal or any other material applied. Tree Seal or sealants potentially promote root rot and decay by interfering with the natural process of wound repair and creates an environment for decay. © Should irrigation systems be shut off during construction, trees shall be irrigated on a schedule to be determined by the consultant. Each irrigation shall wet the soil to a depth of 30 inches. © All underground utilities, drain or irrigation lines shall be routed outside the tree protection zones. If lines must traverse the protection areas, they shall be tumieled or bored under trees. © Any tree pruning required for clearance shall be performed by a qualified arborist and not by construction persomlel. -__'--__------_] --- \ ' Diamond Bar Center ID - ------------------ CAIJ I IINU I KCC 1 HDLG HNo, BOTANICAL NAME COMMON NAME APPROX, CALIPER COMMENTS I Lagerstroemia indica Crape Myrtle 4" Protect in place 2 Lagerstroemia indica Grape Myrtle 4" Protect in place 3 Lagerstroemia indica Grape Myrtle 4" Protect in place 4 Lagerstroemia indica Grape Myrtle 4" Protect in place 5 Lagerstroemia indica Crape Myrtle 4" Protect in place 6 Ficus microcarpa Indian Laurel 48" Previously Removed 7 Eucalyptus sideroxylor Red Ironbark IB" To be Removed 8 Platanus x acerifolia London Planetree 12" To be Removed cl Grevillea robusta Silk Oak 6" Protect in place 10 Grevillea robusta Silk Oak 8" Protect in place 11 Grevillea robusta Silk Oak B" Protect in place 12 Platanus racemosa California Sycamore all Protect in place 13 Pinus canariensis Canary Island Pine 6" Protect in place 14 Eucalyptus sideroxylor Red Ironbark 14" Protect in place 15 Eucalyptus 5ideroxylor Red Ironbark 14" Protect in place 16 Eucalyptus sideroxylor Red Ironbark 14" Protect in place 17 Grevillea robusta Silk Oak 12" Protect in place 1B Platanus racemosa California Sycamore 6" Protect in place 19 Pyrus calleryana Bradford Pear 6" Protect in place 20 Pyrus calleryono Bradford Pear b" To be Removed 21 Pyrus calleryana Bradford Pear 6" To be Removed 22 Pyrus calleryana Bradford Pear 6" 7o be Removed 23 Pyrus calleryana Bradford Pear 6" To be Removed 24 Grevillea robusta Silk Oak 12" Protect in place 25 Platanus x acerifolia London Planetree B To be Removed 26 Platanus X acerifolia London Planetree B" To be Removed 27 Pyrus calleryana Bradford Pear 8" To be Removed 26 Pyrus calleryana Bradford Pear 8" To be Removed 29 Lagerstroemia indica Grape Myrtle 4" Protect in place 30 Platanus x acerifolia London Plonetree 12" To be Removed 31 Eucalyptus sideroxylor Red Ironbark IB" To be Removed 32 Eucalyptus sideroxylor Red Ironbark 18" To be Removed 33 Platanus x acerifolia London Planetree B" To be Removed 34 Platanus x acerifolia London Planetree B" To be Removed 35 Platanus x acerifolia London Planetree B" To be Removed 36 Platanus x acerifolia London Planetree 8" To be Removed 37 Pyrus calleryana Bradford Pear 8" To be Removed 38 Pyrus calleryana Bradford Pear all To be Removed 39 Platanus x acerifolia London Planetree 8" To be Removed 40 Platanus x acerifolia London Planetree 81, To be Removed 41 Pyrus calleryana Bradford Pear 6" To be Removed 42 Ficus microcarpa Indian laurel 6" 7o be Removed 43 Ficus microcarpa Indian laurel 6" To be Removed 44 Ficus microcarpa Indian laurel 6" To be Removed 45 Ficus microcarpa Indian laurel 6" To be Removed 46 Ficus microcarpa Indian laurel 6" To be Removed 47 Eucalyptus sideroxylor Red Ironbark IB" Protect in place 4B Eucalyptus sideroxylor Red Ironbark 18" Protect in place 49 Pinus canariensis Canary Island Pine 12" Protect in place 50 Pinus canariensis Canary Island Pine 12" Protect in place 51 Lagerstroemia indica Crape Myrtle 4" Protect in place 52 Grevillea robusta Silk Oak 16" To be Removed 53 Lagerstroemia indica Grape Myrtle 41' To be Removed 54 Ficus microcarpa Indian laurel 6" To be Removed 55 Ficus microcarpa Indian laurel 6" 7o be Removed 56 Ficus microcarpa Indian laurel 6" 7o be Removed 57 Ficus microcarpa Indian laurel 6" To be Removed 58 Pinus canariensis Canary Island Pine 12" Protect in place 5cl Eucalyptus sideroxylo Red Ironbark 12" Protect in place 60 Platanus racemosa California Sycamore 12" Protect in place 61 Pinus canariensis Canary Island Pine 12" Protect in place 62 Eucalyptus sideroxylol Red Ironbark 12" Protect in place 63 Platanus x acerifolia London Planetree 12" Protect in place 64 Eucalyptus sideroxyl Red Ironbark IB" Protect in place 65 Eucalyptus sideroxylor Red Ironbark 18" Protect in place Diamond Bar Center Page 5 'EXHIBIT B' Diamond Bar Center Page 6 QUALIFICATIONS AND LIMITING CONDITI®NS I am a certified arborist in California #WC 2170 with the. International Society of Arboriculture and qualified to snake this report. My inspection was a site inspection and visual examination of the trees located on the SEC of Diamond Bar Boulevard and Golden Springs Lane based on drawings and maps provided by Rick Engineering Company that may be impacted by the proposed Diamond Bar Center Project. This report is based on the condition of the trees at the time of the inspection. Any questions or continents can be directed to: Steve F. Andresen / Arborist Services 5516 Inspiration Drive Riverside, CA 92506 ISA—WC 2170 (951) 768-9897 sandresen@llivneoEp.com Steve F. Andresen Date: August 16, 2016 Arborist WC 2170 M-10 SASAKI TRANSPORTATION SERVICES, INC. October 5, 2016 Mr. Greg Gubman & Mr. David Liu City of Diamond Bar 21810 Copley Drive Diamond Bax, CA. 91765 SUBJECT: Cominercial/Retail/Restaurant Project; Former Kmart Site, Southwest side of Diamond Bar Blvd. Southeasterly of Gentle Springs Ln. in the City of Diamond Bar Dear Mr. Gubman and Mr. Liu: This Traffic Operational Evaluation ("TE") has been prepared based on accepted Traffic Engineering principles. It is our understanding, there is no requirement for inclusion of these analyses in any environmental documents being prepared for the proposed t� commercial/retail/restaurant project ("Project"). Therefore, the evaluations and recomniendations in this report focus on traffic operational issues. The Project site is located on the southwest side of S Diamond Bar Boulevard ("DBB"), southeasterly of Gentle Springs Lane -Palomino, Drive ("Gentle Springs"). The TE preparation process has included contact with City of Diamond Bar staff. Figure I shows the general vicinity of the proposed Project. This TE is based on previous traffic counts, new traffic data collected, information provided by the ownershheir representatives, comments from City of Diamond Bar staff, field reviews of the study area, and use of pertinent reference materials. The Project totals about 100,600 square feet ("SF") of (redeveloped) bid1ding area and is C� adjacent to other existing -uses. The Project shares accesses with the existing, adjacent land uses. If the Project is approved and constructed the new and existing uses are anticipated to function as one integrated shopping center. The Project site is anticipated to meet City of Diamond Bar Parking Code requirements. Tn addition, it is our understanding there are reciprocal access and parking agreements in place to assure full internal circulation, so all driveways will be accessible for all on-site -uses. The main driveway for the Project site is at a signalized intersection at the "Driveways & DBB." P-0. BOX 51.59 1AGUNA BRACH, CA 92652 (949) 376-6613 PP-O]CCT LOCATION SASAKI TP,,ANSPOKTATrON SERVICES, I -NC- FIGURE I EXISTING CONDITION'S Study Roadway and Traffic Volumes ,Diainond ..Bar Boulevard (DBB) has a northwest -southeast alignment in the immediate study area but is considered as generally north -south for purposes of this study. Along the Project frontage there are six divided through lanes, and bicycle lanes in each direction. Traffic signals exist on DBB along the Project frontage at the nrain Project driveway and Gentle Springs, as well. as at the Golden Springs intersection. Access for the Project site is provided through the main driveway at the Driveways & DBB intersection, at Gentle Springs, and through the easements with,adjacent properties. There are ramp connections to both the SR -60 and SR -57 Freeways, directly at DBB and at Sunset Crossing Road, north of the site. Based upon contact with City of Diamond Bar staff, their input, and evaluation of the needs for this TE, the scope was developed. A total of three (3) study intersections were analyzed. The study locations are listed below. As shown., all of the study intersections are signalized. These study intersections were initially analyzed utilizing the required City of Diamond Bar procedures, the Intersection Capacity Utilization ("ICU") methodology. The study intersections are: Signalized - Gentle Springs & DBB - Project Driveway & DBB - Golden Springs & DBB Unsignalized - Not Applicable Year 2015 intersection and daily traffic counts for DBB at the study intersections and along the Project frontage, were provided by the City of Diamond Bar. In addition, AM and PM peak- period eakperiod traffic counts were conducted at the study intersections in September 2016. A traffic count firm, County Unlimited conducted the weekday turning movement counts during the 7:00- 9:OOAM and 4:00-6:OOPM periods. The peals hours within these peak commuter periods were identified for use in the intersection analyses. The detailed data sheets providing suuninaries of the intersection counts are contained in the Appendix. This TE also includes 24-hour, two-way, niach.ine traffic counts that were conducted on DBB for five days. These daily traffic counts included both weekday and weekend, days. These counts S A,sa,zi`zTr�.2 MSPOt�TATION SERVI ES, INC. Diamond Bar, Former Kmart Site DBar-TraffieOperationalLval, KniwiSlte Shopping Center TE 3 -f serve to provide an indication of the relationship of weekday to weekend tia. Fc, which was another factor considered in the overall traffic operational Evaluations. Intersection Analyses - Existing Conditions The "Existing" AM and PM peak hour, plus daily traffic volumes, for years 2015 and 2016 are shown in Figures 2 and 3, respectively. In addition., current intersection geometries and pertinent field data were collected for use in the existing Conditions intersection. analyses. 'I'lle existing lane geometries are documented on the ICU worksheets provided in the Appendix. In general terms, the ICU methodology provides ratios of the peak hour, Intersection volumes for the various movements to the corresponding intersection lane capacities. These voturnes to capacities ratios for the critical intersection movements are then identified to determine the overall intersection operations. These "critical" ratios are then combined with consideration of "lost time" due to signal. phasing and other factors, resulting in an intersection ICU value. Similar to a school grading system, specified range,,; of ICU values ("test scores") correspond to Levels of Service (LOS) that indicate intersection operations ("letter grades") tliat range from LOS "A" the best to LOS "F," the worst. The Appendix contains the specific ICU ranges that correspond to the different LOS intersection operations. In general, for City of Diamond Bar traffic impacts analyses LOS A through LOS D operations at roadway intersections are considered to have acceptable operations, while LOS E and LOS F are typically defined as overcapacity. In the case of designated CMP intersections, LOS A through LOS E are defined as acceptable and LOS F is considered unacceptable. Table I summarizes the results of the ICU analyses findings under existing conditions. Even. though we are not conducting specific environmental analyses, these findings provide valid I . ific it information for consideration in the traffic operational evaluations. Determining if sialu ai Project generated impacts are anticipated is useful in the overall evaluations. The specific 0 n n measures of significant traffic impacts are detailed in afollowi g report section. All of the three study intersections are currently operating ing at acceptable Levels of Service during both the AM and PM peak hours, for both year 2015 and 2016. The ICU analyses work -sheets are provided in the Appendix. PROJECT CONDITIONS Trip Generation A variety of land uses yet to be specified are proposed to be included as a part of the Project, which indicated use of shopping center trip generation rates are anticipated to be the most applicable. Thtl� The e followin- is a brief surninary of the general trip generation process applied: SASAKI TRANSPORTATION SERVICES, INC. Diamond Bar, Former Kmart Site DBai--Ti-afficOperatioiia]L'i,al, Kinar6ite Shoppitig Cei3ter TE LEGEND 74/94 = AM/PM PEAK HOUR VOLUMES 27,910 = 24 - HOUR VOLUMES No Scale I27,910 THUR 10/22/15 51 EXISTING TRAFFIC VOLUMES (2015) p". SASAKI MANSPOUATION SERVICES,INC. FIGURE 2 �P 0��o QP 30,623 FRI 9/9/16 r� 25,057 SAT 9/10/16 18,574 SUN 9/11/16 26,639 MON 9/12/16 �i� 26,982 TUE 9/13/16 PPOJECT SITE �y >� r19 6 0 � LEGEND 32/72 = AM/PM PEAK HOUR VOLUMES 30,623 = 24 -HOUR VOLUMES0 o6�� Ld HOZ d EXISTING TRAFFIC VOLUMES (2016) No Scale SASAKI TwwSFO XA ION SFRVICFS, »c. FIGURE 3 T- LLI -i 03 OD z 0 I -- C] it 0 W 0 Z CL z 0 w cn w w Z %a z x W a z z P: co x w m co co zs co 0 E cu 5 E E 0 U - < < 1 CY) C') ";r a. Lr) LO LO E a C) C5 c(:5 < C) CY) lq: E I: C) 0 000000 Oro Uv0 a. z z z z z z z z CL 0) uj C) 0 CD 0 0 Co <Zzzzzz U) < F- 1— 00 r-- CY) C) a- (0 (D LO LO t-- r - z w C:) CD 0 C) CD CD < < < < uj a- — — — — — — ct) + I-- Lo 'o L() N to -t 0 C) co CD (D c� C) D < co < < U 10 C)tj C)cryCL co (q z Ci a (D CD (D C) < < < < < uj LO U*) Vo < LO U') C� Kf 19 CD c. CD o b C) LO z C) — CD 04 0 N LO it P � — C, cTS a) (.) (D >- N >- LLI M" co m ❑ !LI n '6 co 06 z 00 In w r) 0) ca. O >1 0 U) (D co cu CN C: C\j N co (D C9 4 - Institute of Transportation Engineers ("ITE") rates were used for the Project land uses. The ITE trip rates were referenced from the Trip Generation 111a runt'. The trip generation rates applied to the proposed uses, are listed in Table 2. - The ITE shopping center trip rates are based on the formulas that vary based on the size of the shopping center. A more conservative approach was applied, where only the Project building area. was used in the analyses, rather than adding in and subtracting out other existing, adjacent uses. Taking that approach would have added complexity to the analyses without providing any specific analytical benefits. Pass -by trip credits (reductions) were applied to the Project uses (trip generation results) based on the ITE, Trip Generation Manual. The Rill percentage reductions referenced from the Trip Generation Manual were decreased to provide more conservative traffic impact analyses. However, it should be noted pass -by reductions were not used for the Gentle Springs & DBB and Project Driveway & DBB intersections, since they involve access For. the Project - Saturday trip generation calculations are also shown u3 Table 2. From an environmental perspective the Saturday conditions are not typical significant, but for the traffic operational evaluations, this information is an important consideration. The trip generation rates were applied to the proposed Project. Table 2 provides the projected trip generation for the proposed Project (before any pass -by considerations). As shown in Table 2 the proposed Project is estimated to generate during a. weekday, a total of 6,800 daily trip ends, of which 155 (95 In, 60 Out) occur during the AM peak holo- and 605 (290 In, 315 Out) occur during the PM peak hour. As stated earlier, ITE research and field studies have documented land uses that will have pass - by trip reduction factors. Based on field studies, the pass -by data indicates (for various land uses) a percentage of fiiture customers that w611 come from the existing traffic, already on the adjacent roadways (i.e., for this reason, businesses desire to locate along high traffic volume roadways). These pass -by trips, therefore, are a part of the fature business but do not generate added traffic on the adjacent roadways (e.g. a person already traveling on Diamond Bar Blvd. going to/from work, in the future, stops at the Project site). The Trip Generation Handbook was referenced to obtain the trip generation pass -by percentages, and as mentioned above were, reduced to provide more conservative analyses. As shown in Table 2, after the conservative pass -by reductions were applied, the Project will have 4,750 daily trip ends with 105 (65 In, 40 Out) occurring during the AM peak holo- and 425 (205 In, 220 Out) occurring during the PM peak hour. In addition, for the traffic operational evaluations, the Saturday trip generation analyses for Project are presented in Table 2. Since the operational analyses focused on the Project accesses, pass -by factors would not be applicable. The Saturday trip generation analyses shows a total of Trip Getreration Afantaltl, Ninth Edition; institute of Transportation Engineers (ITE); 2012. SASAM TRANSPORTATION SF _ZVXCES, INC. Diamond Bar, Former Kmart Site DSar=1'rrtfficoperationalGval, KmariSitc Shopping Center TE Land Use Trip Generation Eqa4tui o n ns: Ru Shopping Center: Weekdays -Daily -AM Peak Hour -PM Peak Hour Saturdays -Daily -Peak Hour TABLE2 Trip Generation (Former Kmart Site) AM Peak Hour PM Peak Hour Units Daily In Out in Out Ln M = 0.65 Ln(x) + 5.83 Ln (T) = 0.61 Ln(x) + 2.24; (62% In, 38% Out) Ln. (T) = 0.67 Ln. (x) + 3.31; (48% In, 52% Out) Ln (T) = 0.63 Ln(x) + 6.23 Ln (T) = 0.65 Ln(x) + 3.78 T = Trip ends generated, x = 1,000 square feet (TSF) of building area, SF = square feet Source: Trip Generation, 9th Edition; Institute of Transportation Engineers (ITE); 2012 AM Peak Hour PM Peak Hour Units Daily In Out In Out TKi :V Ends -Generated: Proposed Project: Shopping Center 100,600 SF -Weekday 6,800 95 60 290 315 -Weekend, Saturday 9,300 880 (In + Out) for hitersection Analyses: Shopping Center (weekday) 100,600 SF 6,800 95 60 290 315 - 30% Passby reduction -2,050 -30 -20 -85 -95 - Shopping Center w Passby 4,750 65 40 205 220 Note: The daily & peak Trip Ends generated are rounded to the nearest 50 & 5, respectively 5 9,300 daily trip ends, of which 880 occur during the peak hour. Since entry/exit varies f 110 inbound/o utbo Laid ficantly during a Saturday and potentially even on di TeTent Saturdays. slaill - splits were provided by Ipurposes it can be seen that the best case of an TE. Focomparison .r even split of ins/outs would result in 880 (440 In, 440 Out) peak hour trip end. By companson, these volumes are significantly higher than the weekday, trip generation totals. Trip Distribution and As§j�meat Trip distribution patterns for the proposed Project were developed based upon the type of land uses proposed, potential trip attractors in the area, the surrounding street system, and other pertinent - considerations. The, geographical trip distribution percentage assutriptions, combined grilnents and "Project Only" with the weekday trip generations in Table 2 resulted in the trip assio trip volumes shown In Figure 4. EXISTING + PROJECT CONDITIONS Proposed Project Inipa The Project generated trips were added to the existing traffic volumes and conditions, so potential Project impacts could be quantified. The City of Diamond Bax TIA practices indicate a project will have less than significant impacts at intersections if LOS D or better is maintained, with addition of the project impacts. The project will have a significant inipact if there is an ICU increase (due to the project) greater than 0.020 and the intersection is at LOS E or F (for local City intersections), or at LOS F (at CMP intersections). The "Existing + Project" intersection volumes for years 2015 and 2016 are illustrated in Figure 5 and 6. These volumes were evaluated based on the existing lane geometries so specific Project related traffic impacts could be identified. The ICU worksheets which document the calculations and findings are included in the Appendix. The ICU analyses findings for Existing d- Project conditions are summarized in Table 1. All three of the study intersections continue to operate at acceptable Levels of Service during both the AM and PM peak bours, for both year 2015 and 2016 conditions, which indicates the Project does not have a significant Project impact. Per the City of Diamond Bar, TIA Guidelines, however, traffic operational impacts still needed to be evaluated and improvements recommended as needed, Traffic Operational Evaluations The Project will not have significant intersection impact at the adjacent locations as shown in the preceding sections. More detailed traffic operational evaluations were determined by the City of Diamond Bar staff as warranted, in part due to -factors identified in the City's TTA Guidelines, including but not limited to lane use Iffibalances, vehicle queue issues, closely spaced intersection congestion, freeway cut -through traffic issues, and the offset of the driveways at the signalized intersection. As a focus of this TE,, we first made an overview of the traffic operational issues related to the proposed Project. AMille there is access provided at various locations, including at Gentle Springs, our preliminary review led us to foci's on the Project Driveway & DBB Intersection. C� SASAIU TRAN(,' PORTATION SERVICES, INC - Diamond Bar, Former Kmart Site DBar-Tr,,ifFicOperatikiiialEval, KniaAsite Shopping Center TE 38% — — 1800 2450 O Q� 00 1p �j PE<.OjECT SITE titi��� s r� �,. --2850 3250 60% i ti LEGEND 10155 = AMIPM PEAK HOUR VOLUMES �Qq >6 yy� s 2700 2400 24 - ND HOUR VOLUMES (WITH PASSBY) [142] = WEEKEND PEAK HOUR Q (Q y VOLUME ESTIMATE G ALO �Q 20 1' 5 PR.OJECF ONLY VOLUMES i No Scale SASAKI TRANSPORTATION SOINICES, INC FIGURE 4 i O� No Scale 19 � to � cSj p�� �✓,% Dc1 t G i k6 PROJECT SITE 10 sem, a� res 6, ro so s-- LEGEND 34146 = AM/PM PEAK HOUR VOLUMES �Q¢\�Cj� \� NO �a 02 O 0 'A EXISTING + PROJECT VOLUMES (2015) SASAKI MANS7OR7AIION SER.VCLS, INC- FIGURE 5 Qq I? ,p s� 0 ;p q 0 ub; m-qEp lo CT 0 Z,-� SITE "-Q0 N LEGEND L9 54/61 = AM/PM PEAK0 CPO HOUR VOLUMES Cp 0 \I) o GO �02 O FXIS-flNG + PROJECT VOLUMES (2016) 1 No Scale SASAKI TIUNS110R.TATION SF.,RVI(',FS,INC. FIGURE 6 I This location is anticipated to serve as the main access for the Project and is anticipated to accoininodate the great majority of the left -turn traffic from DBB. The traffic operational issues for the immediate Project area (primarily at the Project Driveway & DBB intersection) were evaluated based on considerations that included: - Field observations of the study are traffic operations and confirmation of the issues identified in the City of Diamond Bar TIA guidelines. - Consideration. of the weekday and also Saturday trip generation findings. In general, the weekday traffic on Diamond Bar Boulevard is greater, but the Project peals hour trip generations are significantly higher. Both factors in combination were considered in our evaluations. - There are significant traffic volumes during the peals hours, for the southboiund right turn and eastbound left turn at the Golden Springs & DBB intersection, as well as northbound through traffic on DBB during the PM peak hour, indicating freeway bypass traffic influences. - The higher northbound through traffic on DBB during the PM peak hour along the Project frontage, relates to the higher trip generation volumes for the Project (a shopping center) during this same period. More specifically, it is important to assure adequate northbotund left -turn storage, on DBB for the (signalized) intersection serving the Project site. - The collective experience of City staff and their consultants indicates actual and potential congestion through this section of DBB, during various conditions and particularly during freeway incidents and congestion. - Consideration of the potentials for future traffic growth through. this section of DBB; above and beyond the increases related to the Project. - It must be considered that the ICU intersection analyses represents averaging of the volumes and capacities for the entire intersection and does not reflect high vehicle volumes for particular movements, increased traffic for shorter peaks within the hour, intersection spacing issues, vehicle queuing, and other related factors. - It is noted from the trip generation evaluations (Table 2) tine Saturday peak hour is significantly higher than the PM weekday peaks. Even though Saturday traffic on DBB is shown to be lower, the queue storage must still be adequate to handle the peak left-ttu-ri conditions associated with the Project (trip generations). - It was noted during our field visit, there is pedestrian activity crossing DBB, in part related to the bus stop with shelter at the Project Driveway & DBB intersection. When pedestrians cross DBB there is added signal time required to accommodate the crossing, which can add to the left -turn queue storage demands. SASAM TRANSPORTATION SERVICES, INC. Dimond Bar, Fanner Kmart Site Shopping pear-Traf9iioperationalEvat. i a iautsite Center TE 7 At the Project Driveway & DBB intersection the driveway aligninents are offset. They are offset in the most desirable configuration regarding left -turns turns from DBB. The through and left -turn combinations leaving the shopping centers, however, overlap. Currently, there is a single green -signal -phase for the driveways. It is possible once the Project is occupied that split -phasing for the driveways may need to be considered. This would result in added green time for the "side streets," which is another consideration for the left -turn queue storage on DBB. Various left -tuna queue studies have shown that left -turn pocket Deeds can be reasonably estimated through the calculation of one -foot of left turn storage (at a. signalized intersection) for each left -turn vehicle (volume) during the peak hour(s). In addition, it is generally accepted that the maximum, desirable left -turn pocket length is 1-1 approximately 300 feet. At the Project Driveway & DBB intersection, it is noted there is a landscaped median between the northbound left turn lane at Project Driveway & DBB and the southbound left turn lane at Golden Springs & DBB. At the Project Driveway & DBB intersection, this will be the primary opportunity for motorist to make a left turn into the Project site. Regarding right turns, there is an Opportunity to first access through Gentle Springs Road, as well as other shopping center (right turn only) driveways along the frontage. So the potential right turn Project traffic is anticipated to be split between a number of access points (as reflected in Figin-e 4). Improvement Measures Based on the intersection analyses, the factors listed above, our field observation, and consideration of various traffic engineering principles we recommend the following traffic operational improvements and considerations: - Modify the single northbound left turn at the Project Driveway & DBB intersection to provide two (dual) left turn lanes to serve the proposed Project. It is recomnlended, for the left -turn, pocket length to be approximately 200 -feet, plus a transition. - The addition of the northbound left -turn lane may require modification of the traffic signal at the Project Driveway & DBB intersection. - The main driveway at the Project Driveway & DBB intersection is shown to be about 45 - feet in width on the proposed site plan. Based on our analyses, and discussions with City staff as well as the Project applicant, it was determined the 45 -foot wide driveway should provide two inbound lanes totaling 25 -feet in width, and a single exit lane about 20 -feet In width. - After consideration of various traffic factors, it was determined no street/right-of-way widening would be required along the Project frontage, and a no separate, dedicated, S'ASAIU TIZANSPORTATION SEJ�IVICES, INC. Diamond. Bar, Former Kmart Site DBar-TrafficOperationalEval, KniarlSite Shopping Center TE 8 southbound right-turrz lane at the. Project Driveway & DBB intersection would be required. b Ml - In the future. it is possible the Project Driveway & DBB intersection will require signal timing modification to provide split -phasing for east -west vehicles exiting the shopping centers on both sides of DBB. This should only require signal timing changes that could be implemented by the City of Diamond Bar, without any physical improvements required. Based on our review of traffic operational factors the improvements listed above are recommended. SUMMARY Traffic factors for the proposed conii-iiercial/retaiUrestaurmit Project located on the southwest side of S Diamond Bar Boulevard ("DBB"), southeasterly of Gentle Springs Lane -Palomino Drive ("Gentle Springs") were reviewed and analyzed. The analyses examined existing, existing + project, and traffic operational conditions. The potential traffic impacts of the Project were evaluated and improvement measures were identified. The principal findings of this study are listed below. Under "Existing" conditions, all three of the study intersections operate at acceptable Levels of Service ("LOS") for AM and PM peak hour conditions. 2) The trip generation potential for the Project is based on "worst case" assumptions. The trip generation results include pass -by considerations and Saturday conditions. These evaluations serve as a basis for determining the potential traffic impacts of the Project. D 3) For. "Existing + Project" conditions the three Study intersections maintain acceptable LOS operations. These analyses include the "-worst case" trip generation assumptions. 4) Even though the Project does not generate significant intersection impacts, there are traffic operational factors that require consideration (based on the City of Diamond Bar TIA guidelines). These following improvements and considerations resulted from the traffic operational evaluations: a) At the Project Driveway & DBB intersection modify the single -northbound left -taxa lane, to provide two (dual) left turn lanes. b) The addition of the second northbound left -turn lane at the Project Driveway & DBB intersection may also require traffic signal modification. c) The main Project driveway at the Project Driveway & DBB signal is proposed to be about 45 -feet 111 width. Two inbound lanes (25' width) and one outbound lane width) should be provided. SASAIU TRANSPORTATIONESERVICES, INC- Diamond Bar, Former Kmart Site Kmar(Site Shopping Center TE We trust that these analyses will be of assistance to you and others. If you have any questions or comments, please do not hesitate to contact us. Respectfully submitted, SASAKI TRANSPORTATION SERVICES, INC. Steven S. Sasaki, P.E., PTOE Principal Registered Professional Engineer State of California, Civil and Traffic C52768 & TR1462 SASAkU TRANSPORTATION SERVICES, INC. DBar-TrafficOperationalEval, Kmar(Site Diamond Bar, Former Kmart Site Shopping Center TE TA13LE LOS -ICU RELATIONSHIP Intersection Capacity Utilization Methodology SIGNALIZED INTERSECTIONS Intersection Capacity Utilization Significant Impact Threshold ICU INCREASE LOS(l) ICU VALUE LUE A 0.600 OR LESS No Significant Impact. B 0.601 to 0.070 No Significant Impact C 0.071 to 0.080 No Significant Impact D 0.081 to 0,090 No Significant Impact E 0.091 to 1.000 Local I/S, more than 0.020 F 1.001 or MORE CMP I/S, more than 0.020 Detailed LOS explanations can be referenced in the "HCM 2010," Highway Capacity Manual by the Transportation Research Board ("TRB"), Dec. 2010 SASAKI TRANSP012,TATIONN SERVICES, ENO. P.O. 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C) CD CD C) C:) CD C) CD C:) C) CD C) C) C) co Go CO 0 C4 CD �D C) 110 CD N CD \0 C) N rq 1-1 co 1-4 CY) U, cli r � C14 CD 0 ,4j "D CD cq \o CD o" c co H U-) N N r-i o-, O C) t� nl p CD a1 co cz; CO 0 0 0 n C5 C; N 61, 00 r1 d M C) C14 C) tS \0 C) —i In CO CO 1- (aN 11 11 11 bLD 4 u 0 0 u rd O C) C:) CD CD CD C) CD C) CD C) .4 t tz W 0 0 CD 00 00 Go CD N CD I'D CD ',D CD C4 C-D I'D CD cli " * co co u u < 0 m z co CD N c"I (N CD N CD Cclf) , cl O 0 C� P �4 0 M - P2, =z mw PC) m PQ �Z C) �—j cm CPIQ) cin w w �....,,, �P.--11 lift, Y...,. ..,,.. �-.. } DIAMOND MERG CENTER DIAMOND BAR, CALIFORNIA I] w1m September 2o16 DIAMOND MERG CENTER DIAMOND BAR, CALIFORNIA Prepared for: Diamond Springs, LLC 9304 West Sunset Boulevard West Hollywood, California 90069 Prepared by: LSA Associates, Inc. 20 Executive Park, Suite 200 Irvine, California 92614 949.553.1566 Project No. CBL1601 September 2016 LIST OF ABBREVIATIONS AND ACRONYMS —...--..—._.----..---.--.--.._..._.id INTRODUCTION~_.._.____,.--..--._.-----...._.—.---.—...—..~._............l PROJECT DESCRIPTION .__..—..—.._.----.—.—..----...._.....--.—.------1 EXISTING LAND USES INTHE PROJECT VICINITY .................................................................... l METHODOLOGY RELATED TONOISE IMPACT ASSESSMENT ................................................ l CHARACTERISTICSOF SOUND ....................................................................................................... 4 MEASUREMENT0ySOUND ............................................................................................................. 4 PHYSIOLOGICAL EFFECTS OFNOISE ............................................................................................ 5 FUNDAMENTALS OF l/I13R\II(JN................................................................. 0 Vibration..................,........................,','`.........,...,,,...............,,,'...'...,'..............'...............''6 SETTING............................................................................................................................................... 6 Existing Sensitive Land Uses iuthe Project Area ......................................................................... 0 Overview nfthe Existing Noise Environment .............................................................................. 8 ExistingIruffioNoise ................................................................................................................... 8 Thresholds of Significance ---...------..—.--..--..._..,---------...._.9 City ofDiamond Bar Noise Standards .......................................................................................... 9 Vibration..................................................................................................................................... ll PROJECTIMPACTS ........................................................................................................................... l2 ConstructionNoise Impact ....................................... ................................................................... l2 ]rutficNoise Impact ................................................................................................................... l0 Long -Tenn Operational Vibration Impacts .----...—.—.--._.....—..--------..l0 Long -Term Stationary Noise Impacts ..—._-----.....------...—...—.-----..l7 STANDARD CONDITIONS ---...—.----....—.-----..----.--.-----.._...l9 Construction Impacts ..---...—.------._..-----._...—.—.--.—.--.—..—....l9 MINEVIIZATIONMEASURES .................................................................................... ....................... l9 Traffic Noise Impacts .....----_—...-----.....-----...—..--.—.-----.—.—.I9 Stationary Sources Noise Impacts .---.—..--.----._._.--------....._..—...l9 REFERENCES .,._____.,~_____,._--.-----..--------..—.—..--------l9 FigureI:Project Location ...................................................................................................................... 2 Figure 2: Conceptual Site Plan .............................................................................................................. 3 Table A:Definitions ofAcoustical Terms ............................................................................................. 7 Table B:Common Sound Levels and Their Noise Sources ................................................................... 7 Table C: Land Use Compatibility for Exterior Community Noise .----.--.—......—...---.8 Table I):Ground-Borne Vibration and Noise Impact Criteria ............................................................. ll Table E: Vibration Damage Criteria .._,—.----....—.-----_—..----.-------.—.l% Table F:RCNMDefault Noise Emission Reference Levels and Usage Factors .................................. l4 PACBL1601)Noise-9-2016.docx ((09/19/16)) Rin/sec microinches per second RPA micropascals ACEC American Council of Engineering Companies ADT average daily traffic Caltrans California Department of Transportation City City of Diamond Bar CNEL Community Noise Equivalent Level dB decibels dBA A -weighted decibels EPA United States Environmental Protection Agency FHWA Federal Highway Administration ft feet FTA Federal Transit Administration ft-lb/blow foot-pounds per blow HP horsepower HVAC heating, ventilation, and air-conditioning Hz Hertz in/sec inches per second kVA kilovolt -amperes Ld„ day -night average noise level Leq equivalent continuous sound level Lm. maximum instantaneous noise level LN percentile exceedance noise level N/A Not Applicable ONC Office of Noise Control PPV peak particle velocity RCNM Roadway Construction Noise Model RMS root -mean -square sf square feet SR -57 State Route 57 SR -60 State Route 60 State State of California VdB vibration velocity decibels VMS variable message sign PACHL1601\Noise-9-2016.docx «09/19/16» ii LSA ASSOCIATES, INC. SEPTEMBER 2016 NOISE AND VIBRATION IMPACT ANALYSIS DIAMOND MERG CENTER DIAMOND BAR, CALIFORNIA This noise impact analysis has been prepared to evaluate the potential noise impacts associated with the Diamond Mere Center Project located at the southeast coiner of Diamond Bar Boulevard and Gentle Springs Lane in the City of Diamond Bar (City), California. Figure 1 depicts the project location. The proposed project consists of the redevelopment of an old Kmart building into three major retail stores and one smaller retail store, plus one outparcel along Diamond Bar Boulevard. Major 1 is expected to be a retail store, with approximately 29,365 square feet (sf) of space, and Major 2 is proposed to be a retail store, with 27,262 sf of retail space. The tenants for Major 3 (27,618 sf) have not been identified, but Major 3 could be broken up into smaller stores. The smaller Retail B Building has approximately 12,155 sf of leasable space and is located next to Major 1. The outparcel is located - west of the site entrance, with approximately 4,200 sf of leasable space. The site plan is shown on Figure 2. The site has an existing, shuttered Kmart building and existing paved parking. Smaller, multitenant commercial buildings adjacent to the Kmart building are under separate ownership and are not part of the project. The Kmart building will be subdivided into Majors 1 through 3, and Retail B will be new construction. As a project feature, the proposed project will implement a 6 -foot -high masonry wall at the rear property line as a city code -required buffer between the shopping center and the neighboring residential complex. Existing on-site and adjacent uses are summarized as follows: Location Existing Use On Site Commercial(including a former Kmart store buildings North Diamond Bar Boulevard, commercial buildings beyond South Multifamily residences East Existing commercial buildings West Gentle Springs Lane, restaurants and hotel buildings beyond 11 Evaluation of any noise impacts associated with the proposed project included the following: • Determine the short-term construction noise impacts on off-site sensitive land uses • Determine the long-term traffic noise impacts on off-site noise -sensitive uses • Determine the long-term traffic noise impacts on on-site uses • Determine the required mitigation measures to reduce short-term and long-term noise impacts PACHL1601\Noise-9-2016.docx «09/19/16» Untqj man sansel CFO 558- 1 J 7 i 26 6 PROJECT SITE I 44 idinbad 'course 62 S7 Sycamore ConyDr, park, Diamond Bar 1ACHL1601\G\Locafion.cdr (6/3/2016) GO! 1"P, we, 111UUKh I Diamond Merc Center Retail Development ---44-- R—M E19 * Z1ZS rA) O pV IN N 2p 9 P, 0 z LSA ASSOCIATES, INC. NOISE AND VIBRATION IMPACT ANALYSIS SEPTEMBER 2016 DIAMOND MERG CENTER DIAMOND BAR, CALIFORNIA This noise impact analysis utilizes the City's noise standards, including the City's General Plan Noise Element, the City's Municipal Code noise control ordinance, and the State's Model Community Noise Control Ordinance (California Department of Health ONC 1977) as thresholds against which potential noise impacts are evaluated. 1011,111 Sound is increasing in the environment and can affect quality of life. Noise is usually defined as unwanted sound. Noise consists of any sound that may produce physiological or psychological damage and/or interfere with communication, work, rest, recreation, and sleep. To the human ear, sound has two significant characteristics: pitch and loudness. Pitch is generally an annoyance, while loudness can affect the ability to hear. Pitch is the number of complete vibrations (or cycles per second) of a wave, resulting in the tone's range from high to low. Loudness is the strength of a sound and describes a noisy or quiet environment; it is measured by the amplitude of the sound wave. Loudness is determined by the intensity of the sound waves combined with the reception characteristics of the human ear. Sound intensity refers to how hard the sound wave strikes an object, which in turn produces the sound's effect. This characteristic of sound can be precisely measured with instruments. The analysis of a project defines the noise environment of the project area in terms of sound intensity and its effect on adjacent sensitive land uses. Sound intensity is measured through the A -weighted scale to correct for the relative frequency response of the human ear. That is, an A -weighted noise level de-emphasizes low and very high frequencies of sound similar to the human ear's de -emphasis of these frequencies. Unlike linear units, such as inches or pounds, decibels (dB) are measured on a logarithmic scale representing points on a sharply rising curve. For example, 10 dB are 10 times more intense than 1 dB, 20 dB are 100 times more intense, and 30 dB are 1,000 times more intense. Thirty decibels (30 dB) represent 1,000 times as much acoustic energy as 1 dB. The decibel scale increases as the square of the change, representing the sound - pressure energy. A sound as soft as human breathing is about 10 times greater than 0 dB. The decibel system of measuring sound gives a rough connection between the physical intensity of sound and its perceived loudness to the human ear. A 10 dB increase in sound level is perceived by the human ear as only a doubling of the loudness of the sound. Ambient sounds generally range from 30 A -weighted decibels (dBA) (very quiet) to 100 dBA (very loud). Sound levels are generated from a source, and their decibel level decreases as the distance from that source increases. Sound dissipates exponentially with distance from the noise source. For a single - point source, sound levels decrease approximately 6 dB for each doubling of distance from the source. This drop-off rate is appropriate for noise generated by stationary equipment. If noise is produced by a line source, such as highway traffic or railroad operations, the sound decreases 3 dB for each doubling of distance in a hard site environment. Line source noise, which is noise in a relatively flat environment with absorptive vegetation, decreases 4.5 dB for each doubling of distance. PACHL1601\Noise-9-2016.docx «09/19/16» 4 LSA ASSOCIATES, INC. NOISE AND VIBRATION IMPACT ANALYSIS SEPTEMBER 2016 DIAMOND MERG OENTER DIAMOND BAR, CALIFORNIA There are many ways to rate noise for various time periods, but an appropriate rating of ambient noise affecting humans also accounts for the annoying effects of sound. Equivalent continuous sound level (Leq) is the total sound energy of time -varying noise over a sample period. However, the predominant rating scales for human communities in the State of California (State) are the Leq and Community Noise Equivalent Level (CNEL) or the day -night average noise level (LdB) based on dBA. CNEL is the time -varying noise over a 24-hour period, with a 5 dBA weighting factor applied to the hourly Leq for noises occurring from 7:00 p.m. to 10:00 p.m. (defined as relaxation hours) and a 10 dBA weighting factor applied to noise occurring from 10:00 p.m. to 7:00 a.m. (defined as sleeping hours). La is similar to the CNEL scale but without the adjustment for events occurring during the evening hours. CNEL and La are within 1 dBA of each other and are normally interchangeable. The noise adjustments are added to the noise events occurring during the more sensitive hours. Other noise rating scales of importance, when assessing the annoyance factor, include the maximum instantaneous noise level (Lax), which is the highest exponential time -averaged sound level that occurs during a stated time period. The noise environments discussed in this analysis are specified in terms of La,, for short-term noise impacts. LB,ax reflects peals operating conditions and addresses the annoying aspects of intermittent noise. Another noise scale often used together with the La,, in noise ordinances for enforcement purposes is noise standards in terms of percentile noise levels. For example, the L10 noise level represents the noise level exceeded 10 percent of the time during a stated period. The L50 noise level represents the median noise level. Half of the time the noise level exceeds this level, and half of the time it is less than this level. The L90 noise level represents the noise level exceeded 90 percent of the time and is. - considered the background noise level during a monitoring period. For a relatively constant noise source, the Leq and L5o are approximately the same. Noise impact's can be described in three categories. The first is audible impacts, which refers to increases in noise levels noticeable to humans. Audible increases in noise levels generally refer to a change of 3 dB or greater since this level has been found to be barely perceptible in exterior environments. The second category, potentially audible, refers to a change in the noise level between 1 dB and 3 dB. This range of noise levels has been found to be noticeable only in laboratory environments. The last category is changes in noise level of less than 1 dB, which are inaudible to the human ear. Only audible changes in existing ambient or background noise levels are considered potentially significant. Physical damage to human hearing begins at prolonged exposure to noise levels higher than 85 dBA. Exposure to high noise levels affects the entire system, with prolonged noise exposure in excess of 75 dBA increasing body tensions and thereby affecting blood pressure and functions of the heart and the nervous system. In comparison, extended periods of noise exposure above 90 dBA would result in permanent cell damage. When the noise level reaches 120 dBA, a tickling sensation occurs in the human ear, even with short-term exposure. This level of noise is called the threshold of feeling. As the sound reaches 140 dBA, the tickling sensation is replaced by the feeling of pain in the ear. This is called the threshold of pain. A sound level of 160-165 dBA will potentially result in dizziness or loss of equilibrium. PACHL1601\Noise-9-2016.docx 09/19/16» LSA ASSOCIATES, INO. SEPTEMBER 2016 NOISE AND VIBRATION IMPACT ANALYSIS DIAMOND MERG CENTER DIAMOND BAR. CALIFORNIA The ambient or background noise problem is widespread and generally more concentrated in urban areas than in outlying, less developed areas. Table A lists definitions of acoustical terms. Table B shows common sound levels and their noise sources, and Table C shows land use compatibility for exterior community noise, which is shown on Table IV -1 in the City's Public Health and Safety Element of the General Plan, as recommended by the California Department of Health, Office of Noise Control. Vibration refers to ground -borne noise and perceptible motion. Ground -borne vibration is almost exclusively a concern inside buildings and is rarely perceived as a problem outdoors, where the motion may be discernable; however, without the effects associated with the shakiirg of a building, there is less adverse reaction. Vibration energy propagates from a source through intervening soil and rock layers to the foundations of nearby buildings. The vibration then propagates from the foundation throughout the remainder of the structure. Building vibration may be perceived by the occupants as motion of building surfaces, rattling of items on shelves or hanging on walls, or as a low -frequency rumbling noise. The rumbling noise is caused by the vibrating walls, floors, and ceilings radiating sound waves. Building damage is not a factor for normal projects, with the occasional exception of blasting and pile driving during construction. Annoyance from vibration often occurs when the vibration exceeds the threshold of perception by up to 10 dB. This is an order of magnitude below the damage threshold for normal buildings. Vibration Vibration energy propagates from a source through intervening soil and rock layers to the foundations of nearby buildings. The vibration then propagates from the foundation throughout the remainder of the structure. Building vibration may be perceived by occupants as the motion of building surfaces, the rattling of items on shelves or wall hangings, or a low -frequency rumbling noise. The rumble noise is caused by the vibrating walls, floors, and ceilings radiating sound waves. Ground -borne vibration is usually measured in terms of vibration velocity, either the root -mean -square (RMS) velocity or peak particle velocity (PPV). Of these two, RMS is best for characterizing human response to building vibration, and PPV is used to characterize potential for damage. Existing Sensitive Land Uses in the Project Area Sensitive receptors include residences, schools, hospitals, and similar uses sensitive to noise. Existing properties directly adjacent to the project site include commercial uses to the north across Diamond Bar Boulevard, to the east along Diamond Bar Boulevard, and to the west (hotel and restaurants) across Gentle Springs Lane. There are multifamily residences located southwest of the project site, at approximately 75 ft from the nearest project boundary. The Best Western Diamond Bar Hotel & Suites northwest of the project site has an outdoor swimming pool located approximately 100 ft from the nearest project boundary. These sensitive land uses may be potentially affected by the noise generated during construction and operation of the proposed project. PACHL1601\toise-9-2016.docx «09/19/16u 6 LSA ASSOCIATES, INC. SEPTEMBER 2016 Table A: definitions of Acoustical Terms NOISE AND VIBRATION IMPACT ANALYSIS DIAMOND MERG CENTER DIAMOND BAR. CALIFORNIA Term Definition Decibel, dB A unit of noise level that denotes the ratio between two quantities that are proportional to power; the Near Jet Engine number of decibels is 10 times the logarithm to the base 10 of this ratio. Frequency, Hz Of a function periodic in time; the number of times that the quantity repeats itself in one second (i.e., Civil Defense Siren number of cycles per second). A -Weighted Sound The sound level obtained by use of A -weighting. The A -weighting filter de-emphasizes the very low Level, dBA and very high frequency components of the sound in a manner similar to the frequency response of the Threshold of Feeling human ear and correlates well with subjective reactions to noise. [All sound levels in this report are A- Accelerating Motorcycle a Few Feet Away wei hted, unless reported otherwise. Lot, Los, Lso, L90 The fast A -weighted noise levels that are equaled or exceeded by a fluctuating sound level 2 percent, 8 Pile Driver; Noisy Urban Street/Heavy City Traffic percent 50 percent and 90 percent of a stated time period. Equivalent Continuous The level of a steady sound that, in a stated time period and at a stated location, has the same A - Noise Level, L, weighted sound energy as the time -varying sound. Community Noise The 24-hour A -weighted average sound level from midnight to midnight, obtained after the addition of Equivalent Level, CNEL 5 dB to sound levels occurring in the evening from 7:00 p.m. to 10:00 p.m. and after the addition of 10 Very Loud dB to sound levels occurring in the night between 10:00 p.m. and 7:00 a.m. Day/Night Noise Level, The 24-hour A -weighted average sound level from midnight to midnight, obtained after the addition of Ld„ 10 dB to sound levels occurring in the night between 10:00 p.m. and 7:00 a.m. L.. Li. The maximum and minimum A -weighted sound levels measured on a sound level meter during a Loud designated time interval using fast -time averaging. Ambient Noise Level The all-encompassing noise associated with a given environment at a specified time; usually a Moderately Loud composite of sound from many sources from many directions, near and far; no particular sound is Near Freeway Auto Traffic dominant. Intrusive The noise that intrudes over and above the existing ambient noise at a given location. The relative Average Office intrusiveness of a sound depends upon its amplitude, duration, frequency, time of occurrence, tonal or Quiet informational content, and the prevailing ambient noise level. Source: Handbook of Acoustical Measurements and Noise Control, Third Edition (Harris 1991). Table B: Common Sound Levels and Their Noise Sources Noise Source A -Weighted Sound Level in Decibels Noise Environments Subjective Evaluations Near Jet Engine 140 Deafening 128 times as loud Civil Defense Siren 130 Threshold of Pain 64 times as loud Hard Rock Band 120 Threshold of Feeling 32 times as loud Accelerating Motorcycle a Few Feet Away 110 Very Loud 16 times as loud Pile Driver; Noisy Urban Street/Heavy City Traffic 100 Very Loud 8 times as loud Ambulance Siren; Food Blender 95 Very Loud — Garbage Disposal 90 Very Loud 4 times as loud Freight Cars; Living Room Music 85 Loud — Pneumatic Drill; Vacuum Cleaner 80 Loud 2 times as loud Busy Restaurant 75 Moderately Loud — Near Freeway Auto Traffic 70 Moderately Loud Reference Level Average Office 60 Quiet %2 as loud Suburban Street 55 Quiet Light Traffic; Soft Radio Music in Apartment 50 Quiet %n as loud Large Transformer 45 Quiet Average Residence without Stereo Playing 40 Faint '/s as loud Soft Whisper 30 Faint — Rustling Leaves 20 Very Faint — Human Breathing 10 Very Faint Threshold of Hearin — 0 Very Faint — Source: Compiled by LSA Associates, Inc. (2016). PXHL1601\Noise-9-2016.docx «09/19/16» 7 LSA ASSOCIATES, INC. SEPTEMBER 2016 NOISE AND VIBRATION IMPACT ANALYSIS DIAMOND MERG CENTER DIAMOND BAR, CALIFORNIA Table C: band Use Compatibility for Exterior Community Noise Land Use Category I Noise Range II do or CNEL , dB III IV Passively used open saces 50 50-55 55-70 70+ Auditoriums, concert halls, amphitheaters 45-50 50-65 65-70 70+ Residential—low-density single-family, duplex, mobile homes 50-55 55-70 70-75 75+ Residential—multifamily 50-60 60-70 70-75 75+ Transient lod in motels, hotels 50-60 60-70 70-80 80+ Schools, libraries, churches, hospitals, nursing homes 50-60 60-70 70-80 80+ Actively used open saces— la ounds, neighborhood parks 50-67 — 67-73 73+ Golf courses, riding stables, water recreation, cemeteries 50-70 — 70-80 80+ Office buildings, business commercial and professional 50-67 67-75 75+ — Industrial, manufacturing, utilities, a iculture 1 50-70 70-75 1 75+ — Source: California Department of Health, Office of Noise Control (1976). Noise Range I—Normally Acceptable: Specified land use is satisfactory, based upon the assumption that any buildings involved are of normal conventional construction, without any special noise insulation requirements. Noise Range H—Conditionally Acceptable: New construction or development should be undertaken only after a detailed analysis of the noise reduction requirements is made and needed noise insulation- features are included in the v design. Conventional construction, but with closed windows and fresh air supply systems or air-conditioning, will normally suffice. Noise Range IIINormally Unacceptable: New construction or development should generally be discouraged. If new construction or development does proceed, a detailed analysis of the noise reduction requirements must be made and needed noise insulation features included in the design. Noise Range IV—Clearly Unacceptable: New construction or development should generally not be undertaken CNEL = Community Noise Equivalent Level dB = decibels Ld„ = day/night noise level Overview of the Existing Noise Environment The primary existing noise sources in the project area are transportation facilities and activities associated with existing commercial uses in the project vicinity. Traffic on Diamond Bar Boulevard, Gentle Springs Lane, State Route 60 (SR -60), and State Route 57 (SR -57), as well as other local streets are the dominant sources contributing to the ambient noise levels in the project vicinity. Noise from motor vehicles is generated by engine vibrations, the interaction between the tires and the road, and the exhaust system. Other noise sources within the project area include the loading/unloading and parking lot activities associated with existing commercial uses north and east of the project site. Existing Traffic Noise Because the project site is located within an existing commercial center that is near SR -60, SR -57, and Diamond Bar Boulevard, existing traffic noise is moderately high. Existing commercial uses in the project vicinity are not considered to be noise -sensitive land uses. Existing multifamily residences southwest of the project site are partially shielded by some commercial buildings between them and the two freeways. PACHL1601\Noise-9-2016.docx 49/19/16» LSA ASSOCIATES, INC. SEPTEMBER 2016 Thresholds of Significance NOISE AND VIBRATION IMPACT ANALYSIS DIAMOND MERO CENTER DIAMOND BAR, CALIFORNIA A project will normally have an impact on the environment related to noise if it will substantially increase the ambient noise levels for adjoining areas or conflict with the adopted environmental plans and goals of the community in which it is located. The applicable noise standards governing the project site are the City's Noise Element of the General Plan and the Municipal Code. City of Diamond Bar Noise Standards Public Health and Safety Element of the General Plan. The City is in the process of updating its General Plan, which was last adopted in 1995. However, the Public Health and Safety Element noise standards are being implemented through the same noise standards contained in the City's Development Code (Diamond Bar Municipal Code Title 22, Chapter 22.28 - Noise Control) and Municipal Code Division 3 — Noise Control, to determine whether project -related noise impacts would violate the City's regulatory requirements. Municipal Code Development Code Noise Standards. The City's Municipal Code Development Code, Title 22, Chapter 22.28 —Noise Control, states that "The purpose of this chapter is to establish standards in order to protect the health, safety, welfare, and living/working environments of those living and working in the City." Construction. The City's municipal code limits the hours of construction to between the hours of 7:00 a.m. and 7:00 p.m., Monday through Saturday, and no outdoor construction activity shall occur during Sundays and City holidays. Noise associated with construction, repair, or excavation work performed within the City is subject to certain upper limits of construction noise specified in the City's Municipal Code, as follows: A. Operating or causing the operation of any tools or equipment used in construction, drilling, repair, alteration or demolition work between weekday hours of 7:00 p.m. and 7:00 a.m., or at any time on Sundays or holidays, such that the sound therefrom creates a noise disturbance across a residential or commercial real -property line, except for emergency work. of public service utilities or by variance issued by the health officer is prohibited. B. Construction activities shall be conducted in such a manner,that the maximum noise levels at the affected buildings will not exceed those listed in the following schedule: 1. Residential Structures. a. Mobile Equipment. Maximum noise levels for nonscheduled, intermittent, short-term operation (less than 10 days) or of mobile equipment: PACHL1601\Noise-9-2016.docx a09/19/16» 9 Single -Family Multifamily Semiresidential/ Residential Residential Commercial Daily, except Sundays and legal 75 dBA 80 dBA 85 dBA holidays: 7:00 a.m. to 8:00 p.m. PACHL1601\Noise-9-2016.docx a09/19/16» 9 LSA ASSOCIATES, INC. NOISE AND VIBRATION IMPACT ANALYSIS SEPTEMBER 2016 DIAMOND MERG CENTER DIAMOND BAR, CALIFORNIA Daily, 8:00 p.m. to 7:00 a.m. and all 60 dBA 64 dBA 70 dBA day Sundays and legal holidays b. Stationary Equipment. Maximum noise level for repetitively scheduled and relatively long-term operation (periods of 10 days or more) of stationary equipment: 2. Nonstructures. Mobile equipment. Maximum noise levels for nonscheduled, intermittent, short-term operation of mobile equipment. Daily, including Sundays and legal holidays, all hours: Maximum of 85, dBA. C. All mobile or stationary internal combustion engine powered equipment or machinery shall be equipped with suitable exhaust and air-intake silencer in proper working order. D. In case of a conflict between this noise ordinance and any other ordinance regulating construction activities, provisions of any specific ordinance regulating construction activities shall control. Operations. The City's Municipal Code separates receptor properties into four noise zones: 1. Noise Zone I, noise -sensitive area; 2. Noise Zone II, residential properties; 3. Noise Zone III, commercial properties; and 4. Noise Zone IV, industrial properties. For Noise Zone II (Residential properties), the Municipal Code specified a reference noise level of 45 dBA during nighttime hours from 10:00 p.m. to 7:00 a.m. and 50 dBA during daytime hours from 7:00 a.m. to 10:00 p.m. These recommended reference noise levels are increased by 10 dBA for Noise Zone III (commercial properties) and become 45 dBA in Zone I (noise -sensitive area). For Noise Zone IV (industrial properties), the noise limit is 70 dBA at any time. These reference noise levels are not to be exceeded for more than 30 minutes in any hour, and should be adjusted upwards for events lasting less than 30 minutes in an hour. These noise level limits are called the percentile exceedance noise levels (LN) that are used by local jurisdictions to regulate noise associated with stationary sources that normally occurs less than 24 hours during a day. The loading, unloading, opening, closing, or other handling of boxes, crates, containers, building materials, garbage cans, or similar objects between the hours of 10:00 p.m. and 6:00 a.m. in a manner to cause a noise disturbance is prohibited. PACHL 160 1 \Noise -9-2016. docx «09/19/16» 10 Single -Family Multifamily SemiresidentiaI/ Residential Residential Commercial Daily, except Sundays and legal 60 dBA 65 dBA 70 dBA holidays: 7:00 am. to 8:00 p.m. Daily, 8:00 p.m. to 7:00 am. and all 50 dBA 55 dBA 60 dBA day Sundays and legal holidays 2. Nonstructures. Mobile equipment. Maximum noise levels for nonscheduled, intermittent, short-term operation of mobile equipment. Daily, including Sundays and legal holidays, all hours: Maximum of 85, dBA. C. All mobile or stationary internal combustion engine powered equipment or machinery shall be equipped with suitable exhaust and air-intake silencer in proper working order. D. In case of a conflict between this noise ordinance and any other ordinance regulating construction activities, provisions of any specific ordinance regulating construction activities shall control. Operations. The City's Municipal Code separates receptor properties into four noise zones: 1. Noise Zone I, noise -sensitive area; 2. Noise Zone II, residential properties; 3. Noise Zone III, commercial properties; and 4. Noise Zone IV, industrial properties. For Noise Zone II (Residential properties), the Municipal Code specified a reference noise level of 45 dBA during nighttime hours from 10:00 p.m. to 7:00 a.m. and 50 dBA during daytime hours from 7:00 a.m. to 10:00 p.m. These recommended reference noise levels are increased by 10 dBA for Noise Zone III (commercial properties) and become 45 dBA in Zone I (noise -sensitive area). For Noise Zone IV (industrial properties), the noise limit is 70 dBA at any time. These reference noise levels are not to be exceeded for more than 30 minutes in any hour, and should be adjusted upwards for events lasting less than 30 minutes in an hour. These noise level limits are called the percentile exceedance noise levels (LN) that are used by local jurisdictions to regulate noise associated with stationary sources that normally occurs less than 24 hours during a day. The loading, unloading, opening, closing, or other handling of boxes, crates, containers, building materials, garbage cans, or similar objects between the hours of 10:00 p.m. and 6:00 a.m. in a manner to cause a noise disturbance is prohibited. PACHL 160 1 \Noise -9-2016. docx «09/19/16» 10 LSA ASSOCIATES, INC. SEPTEMBER 2016 Vibration NOISE AND VIBRATION IMPACT ANALYSIS DIAMOND MERO CENTER DIAMOND BAR, CALIFORNIA Federal Transit Administration. The Federal Transit Administration (FTA) in its Transit Noise and Vibration Impact Assessment (2006) included ground -borne vibration and noise impact criteria guidance, as shown in Table D. Depending on the category of the nearest buildings adjacent to the project site, the potential vibration damage criteria vary. Table D: Ground -Borne Vibration and Noise Impact Criteria Source: Transit Noise and Vibration Impact Assessment (FTA 2006). 1 "Frequent Events" is defined as more than 70 events per day. 2 "Infrequent Events" is defined as fewer than 70 events per day. 3 This criterion limit is based on levels that are acceptable for most moderately sensitive equipment, such as optical microscopes. Vibration -sensitive manufacturing or research requires detailed evaluation to define the acceptable vibration levels. Ensuring lower vibration levels in a building often requires special design of the HVAC systems and stiffened floors. 4 Vibration -sensitive equipment is used in buildings where sufficient noise attenuation is provided; additionally, such equipment is not sensitive to either airborne or ground -borne noise. gin/sec = microinches per second µPA = micropascals dB = decibels dBA = A -weighted decibels HVAC = heating, ventilation, and air-conditioning VdB = vibration velocity decibels The criteria presented in Table D account for variations in project type, as well as the frequency of events. Although the criteria examine ground -borne vibration from rail rapid transit systems, they also provide useful guidelines for human response to exposure to vibration in general. Table E lists the vibration damage criteria for various structural categories. Tables D (criteria in terms of vibration velocity decibels [VdB]) and E (criteria in terms of inches per second [in/sec] and VdB) are used to evaluate the effects of vibration on human response and structural damage. For example, for a building constructed with reinforced concrete with no plaster, the FTA guidelines demonstrate that a vibration level of up to 102 VdB (0.5 in/sec) is considered safe and would not result in any vibration damage (FTA 2006). P:\CHL1601\Noise-9-2016.dacx 09/19/16» 11 Ground -Borne Vibration Impact Levels Ground -Borne Noise Impact Levels dB re 1 in/sec dB re 20 A Land Use Category Frequent' Events Infre uenf Events Frequent' Events Infrequent' Events Category 1: Buildings where low ambient vibration is essential for 65 VdB' 65 VdB' a 4 interior operations. Category 2: Residences and buildings where people normally 72 VdB 80 VdB 35 dBA 43 dBA sleep. Category 3: Institutional land 75 VdB 83 VdB 40 dBA 48 dBA uses with primarily daytime use. Source: Transit Noise and Vibration Impact Assessment (FTA 2006). 1 "Frequent Events" is defined as more than 70 events per day. 2 "Infrequent Events" is defined as fewer than 70 events per day. 3 This criterion limit is based on levels that are acceptable for most moderately sensitive equipment, such as optical microscopes. Vibration -sensitive manufacturing or research requires detailed evaluation to define the acceptable vibration levels. Ensuring lower vibration levels in a building often requires special design of the HVAC systems and stiffened floors. 4 Vibration -sensitive equipment is used in buildings where sufficient noise attenuation is provided; additionally, such equipment is not sensitive to either airborne or ground -borne noise. gin/sec = microinches per second µPA = micropascals dB = decibels dBA = A -weighted decibels HVAC = heating, ventilation, and air-conditioning VdB = vibration velocity decibels The criteria presented in Table D account for variations in project type, as well as the frequency of events. Although the criteria examine ground -borne vibration from rail rapid transit systems, they also provide useful guidelines for human response to exposure to vibration in general. Table E lists the vibration damage criteria for various structural categories. Tables D (criteria in terms of vibration velocity decibels [VdB]) and E (criteria in terms of inches per second [in/sec] and VdB) are used to evaluate the effects of vibration on human response and structural damage. For example, for a building constructed with reinforced concrete with no plaster, the FTA guidelines demonstrate that a vibration level of up to 102 VdB (0.5 in/sec) is considered safe and would not result in any vibration damage (FTA 2006). P:\CHL1601\Noise-9-2016.dacx 09/19/16» 11 LSA ASSOCIATES, INC. SEPTEMBER 2016 Table E: Vibration Damage Criteria NOISE AND VIBRATION IMPACT ANALYSIS DIAMOND MERO CENTER DIAMOND BAR, CALIFORNIA Building Category PPV in/sec Approximate LvI dB Reinforced concrete, steel, or timber noplaster) 0.5 102 Engineered concrete and masonry no laster 0.3 98 Non -engineered timber and masonry buildings 0.2 94 Buildings extremely susceptible to vibration damage 0.12 90 Source: Transit Noise and Vibration Impact Assessment (FTA 2006). 1 RMS VdB re 1 gin/sec. gin/sec = microinches per second in/sec = inches per second Lv = 20 log10 (VN,,f) is the vibration velocity in decibels PPV = peak particle velocity RMS = root -mean -square VdB = vibration velocity decibels City of Diamond Bar Municipal Code. In its Municipal Code Title 22 Development Code, the City established a percentage threshold of 0.01 in/sec (PPV) over the range of 1 to 100 Hertz (Hz). Operating or permitting the operation of any device that creates vibration above this vibration perception threshold of any individual at or beyond the property boundary of the source if on private property, or at least 150 feet (ft) from the source if on a public right-of-way is prohibited. Construction Noise Impact Short-term noise impacts would be associated with the demolition, excavation, grading, and erection of buildings on site during construction of the proposed project. Project construction would be phased, and the timing of the phases would not overlap. Short-term, construction -related noise levels would be higher than existing ambient noise levels in the project area, but would no longer occur once construction of the project is completed. Two types of short-term noise impacts could occur during construction of the proposed project. First, construction crew commutes and the transport of construction equipment and materials to the site would incrementally increase noise levels on roadways in the project area. There will be a relatively high single -event noise exposure potential at a maximum level of 87 dBA L. with trucks passing at 50 ft from receptors along roadway segments leading to the project site. When compared to these existing traffic volumes on streets in the project vicinity, the projected construction traffic will be minimal and less than 5 percent of the ADT on access roads (21,362 ADT along Diamond Bar Boulevard and 27,882 ADT along Golden Springs Road, based on the City's 2008 traffic counts) in the project vicinity, and its associated long-term noise level changes in terms of Leq and/or CNEL will not be perceptible. Therefore, short-term, construction -related worker commutes and equipment transport noise impacts would not be substantial. The second type of short-term noise impact is related to noise generated during excavation, grading, and construction on the project site. Construction is performed in discrete steps, each of which has its own mix of equipment and noise characteristics; therefore, the noise levels vary as construction progresses. 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I am employed by the City of Diamond Bar. On October 7, 2016, a copy of the Planning Commission Agenda was posted at the following locations: South Coast Quality Management District Auditorium 21865 East Copley Drive Diamond Bar, CA 91765 Diamond Bar Library 21800 Copley Drive Diamond Bar, CA 91765 Heritage Park 2900 Brea Canyon Road Diamond Bar, CA 91765 I declare under penalty of perjury that the foregoing is true and correct. Executed on October 7, 2016, at Diamond Bar, California. Stella Marquez C Wzstel la\affi dav i tposti n -. doc ERRATA PROJECT #PL2016-105 CONDITIONS OF APPROVAL ��� •' it • • ■� • • • � • 8. At least one of the following design options shall be executed within the areas between Retail 1 and 2, and between Retail 2 and 3, as depicted in the figure below: a. Clad the entire wall surfaces of "O" -planes of Retail 1-2 and 2-3 with ledgestone or clinker brick veneer, or provide an alternative method of architectural relief subject to review and approval of the Community Development Director. b. Incorporate specimen trees within the planters in front of the blank walls connecting the Retail 1-2 and Retail 2-3 inline tenant spaces, as depicted in the figure below. Tree species shall be subject to approval of the Community Development Director. ADD CONDITION F.9: 9• The Outparcel drive-thru lane shall be constructed with a minimum curb -to - curb width of twelve (12) feet and a minimum interior turning radius of ten (10) feet. Construction shall be limited to the hours between 7:00 a.m. and 7:00 p.m. on weekdays and Saturdays in accordance with the Diamond Bar Municipal Code. Construction activity within fully enclosed buildings may occur provided that such activity is not audible at the Subject Property's parcel boundaries, subject to approval by the Community Development Director. 2. During all site excavation and grading, the project contractors shall equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers consistent with manufacturers' standards. PL2016-105 Page 6 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 9 A 1. Detailed drainage system information of the lot shall be submitted. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on-site drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. 2. Prior to the issuance of a grading permit, a complete hydrology and hydraulic study shall be prepared by a, Civil Engineer registered in the State of California to the satisfaction of the City Engineer. 1.'94,or to the, issuance of a Certificate of Occupancy for any land use within the Sub-JbQQProperty, the signalized intersection providing direct access into the Subject' erty shall be improved in accordance with the Traffic Analysis r�* the Project p'" red by Sasaki Transportation Services, Inc., date ober �Q 2016. Intersection rovements shall include the following: a. A dual left -turn pocket le of 200 feet plws.�nsition for the northbound Po Diamond Bar Boulevard to tbo ubject Property driveway, and 0 �7 Oda related signal modifications t odate dual left turns. b. Two inbound loaeland one exit lane at th!��ignalized Subject Property v, -hd drivev a Moe combined width of the two in ou lanes shall be at least .2 �P� 5-fe6t, and the exit lane shall be at least 20 feet in WhAb. Street improvement plans shall be submitted to the Public WorksbaRartment for review approval and permit issuance prior to the commencemenl�uch work. 2. Prior to the issuance of a Certificate of Occupancy for any land use within the Subject Property, the Applicant shall either: a. Submit plans for review and approval, obtain permits and construct improvements along the Subject Property's Diamond Bar Boulevard parkway frontage in conformance with the Diamond Bar Citywide Streetscape Design Guidelines, as listed in Exhibit B of this Resolution; or b. Submit payment to the City of Diamond in the amount of $207,691.40 to be applied toward future public streetscape improvements along Diamond Bar Boulevard, between Golden Springs Drive and the SR60 on and offramps. L. UTILITIES 1 Easements, satisfactory to the City Engineer and the utility companies, for public utility and public services purpose shall be offered and shown on the PL2016-105 Page 10 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A 9JMMMi�� Detailed drainage system information of the lot shall be submitted. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on-site drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. 2. Prior to the issuance of a grading permit, a complete hydrology and hydraulic study shall be prepared by a Civil Engineer registered in the State of California to the satisfaction of the City Engineer. Prior to the issuance of a Certificate of Occupancy for any land use within the Subject Property, the signalized intersection providing direct access into the Subject Property shall be improved as follows: a. The left -turn pocket shall be lengthened to 250 feet plus transition for the northbound Diamond Bar Boulevard to westbound Subject Property driveway. b. Signal phasing shall be evaluated and modified to accommodate the , lengthened left -turn pocket as directed by the Public Works Department. Street improvement plans shall be submitted to the Public Works Department for review approval and permit issuance prior to the commencement such work. 2. Prior to the issuance of a Certificate of Occupancy for any land use within the Subject Property, the Applicant shall either: a. Submit plans for review and approval, obtain permits and construct improvements along the Subject Property's Diamond Bar Boulevard parkway frontage in conformance with the Diamond Bar Citywide Streetscape Design Guidelines, as listed in Exhibit B of this Resolution; or b. Submit payment to the City of Diamond in the amount of $207,691.40 to be applied toward future public streetscape improvements along Diamond Bar Boulevard, between Golden Springs Drive and the SR60 on and offramps. L. UTILITIES 1 Easements, satisfactory to the City Engineer and the utility companies, for public utility and public services purpose shall be offered and shown on the detailed site plan for dedication to the City or affected utility company as deemed necessary. PL2016-105 Page 10 of 14 Planning Commission Resolution No. 2016 -XX I Exhibit A October 10, 2016 Mr. Greg Gubman & Mr. David Liu City of Diamond Bar 21810 Copley Drive Diamond Bar, CA 91765 SUBJECT: Commercial/Retail/Restaurant Project; Former Kmart Site, Southwest side of Diamond Bar Blvd. Southeasterly of Gentle Springs Ln. in the City of Diamond Bar Dear Mr. Gubman and Mr. Liu: This Traffic Operational Evaluation ("TE") has been prepared based on accepted Traffic Engineering principles. It is our understanding, there is no requirement for inclusion of these analyses in any environmental documents being prepared for the proposed commercial/retail/restaurant project ("Project"). Therefore, the evaluations and recommendations in this report focus on traffic operational issues. The Project site is located on the southwest side of S Diamond Bar Boulevard ("DBB"), southeasterly of Gentle Springs Lane -Palomino Drive ("Gentle Springs"). The TE preparation process has included contact with City of Diamond Bar staff. Figure I shows the general vicinity of the proposed Project. This TE is based on previous traffic counts, new traffic data collected, information provided by the owners/their representatives, comments from City of Diamond Bar staff, field reviews of the study area; and use of pertinent reference materials. It is our understanding the existing store at the Project site, 93,455 square feet ("SF") can be reoccupied without added approvals. Given the proposed Project has a total of 100,600 SF, the net increase associated with the Project is 7,145 SF. From a traffic analysis viewpoint, the 7,145 SF can be considered as the impacts associated with the Project. For the traffic operational analyses, the occupancy of the 100,600 SF of (redeveloped) building area needs to be considered. The Project shares accesses with the existing, adjacent land uses. If the Project is approved and constructed the new and existing uses are anticipated to function as one integrated shopping center. P.O. BOX 5159 LAGUNA BRACH, CA 92652 (949) 376-9913 ralls PROJECT LOCATION SASAKI TRANSPORTATION SERVICES, INC FIGURE I 9 The Project site is anticipated to meet City of Diamond Bar Packing Code requirements. In addition, it is our understanding there are reciprocal access and parking agreements in place to assure full internal circulation, so all driveways will be accessible for all on-site uses. The main driveway for the Project site is at a signalized 'intersection at the "Project Driveway & DBB." 1 ! 1 Study Roadway and Traffic Volumes Diamond Bar Boulevard (DBB) has a northwest -southeast alignment in the immediate study area but is considered as generally north -south for purposes of this study. Along the Project frontage there are six divided through lanes, and bicycle lanes in each direction. Traffic signals exist on DBB along the Project frontage at the main Project driveway and Gentle Springs, as well as at the Golden Springs intersection. Access for the Project site is provided through the main driveway at the Project Driveway & DBB intersection, at Gentle Springs, and through the easements with adjacent properties. There are ramp connections to both the SR -60 and SR -57 Freeways, directly at DBB and at Sunset Crossing Road, north of the site. Based upon contact with City of Diamond Bar staff, their input, and evaluation of the needs for this TE, the scope was developed. A total of three (3) study intersections were analyzed. The study locations are listed below. As shown, all of the study intersections are signalized. These study intersections were initially analyzed utilizing the required City of Diamond Bar procedures, the Intersection Capacity Utilization ("ICU") methodology. The study intersections are: Sig, alized - Gentle Springs & DBB - Project Driveway & DBB - Golden Springs & DBB Unsioalized - Not Applicable Year 2015 intersection and daily traffic counts for DBB at the study intersections and along the Project frontage, were provided by the City of Diamond Bar. In addition, AM and PM peak period traffic counts were conducted at the study intersections in September 2016.. A traffic count firm, Counts Unlimited conducted the weekday turning movement counts during the 7:00- 9:OOAM and 4:00-6:OOPM periods. The peak hours within these peak commuter periods were SA.SA.RI TRANSPORTATION .SERVICES, INC. Diamond Bar, Former Kmart Site DBar-TraPticOperationalEval-1, KmariSite Shopping Center TE identified for use in the intersection analyses. The detailed data sheets providing summaries of the intersection counts are contained in the Appendix. This TE also includes 24-hour, two-way, machine traffic counts that were conducted on DBB for five days. These daily traffic counts included both weekday and weekend, days. These counts serve to provide an indication of the relationship of weekday to weekend traffic, which was another factor considered in the overall traffic operational evaluations. Intersection Analyses - Existing Conditions The "Existing" AM and PM peak hour, plus daily traffic volumes, for years 2015 and 2016 are shown in Figures 2 and 3, respectively. In addition, current intersection geometries and pertinent field data were collected for use in the existing conditions intersection analyses. The existing lane geometries are documented on the ICU worksheets provided in the Appendix.. When an intersection approach lane is wide enough to accommodate added movements (e.g., an unstriped right -turn lane), they may be shown as an added lane on the ICU worksheets. In general terms, the ICU methodology provides ratios of the peak hour, intersection volumes for the various movements to the corresponding intersection lane capacities. These volumes to capacities ratios for the critical intersection movements are then identified to determine the overall intersection operations. These "critical" ratios are then combined with consideration of "lost time" due to signal phasing and other factors, resulting in an intersection ICU value. Similar to a school grading system, specified ranges of ICU values {"test scores") correspond to Levels of Service (LOS) that indicate intersection operations ("letter grades") that range from LOS "A" the best to LOS "F," the worst. The Appendix contains the specific ICU ranges that correspond to the different LOS intersection operations. In general, for City of Diamond Bar traffic impacts analyses LOS A through LOS D operations at roadway intersections are considered to have acceptable operations, while LOS E and LOS F are typically defined as overcapacity. In the case of designated CMP intersections, LOS A through LOS E are defined as acceptable and LOS F is considered unacceptable. 'fable 1 summarizes the results of the ICU analyses findings under existing conditions. Even though we are not conducting specific environmental analyses, these findings provide valid information for consideration in the traffic operational evaluations. Determining if significant traffic operational impacts are anticipated, this is useful in the overall evaluations. The specific measures of significant traffic impacts are detailed in a following report section. All of the three study intersections are currently operating at acceptable Levels of Service during both the AM and PM peak hours, for both year 2015 and 2016. The ICU analyses worksheets are provided in the Appendix. Trip Generation A variety of land uses yet to be specified are proposed to be included as apart of the Project, which indicated use of shopping center trip generation rates are anticipated to be the most SASAARI T 'NSPORTArX'ION SERVICES, INC. Diamond Bar, Former Kmart Site DBar-Tr McOperationalEval-!, Kmart.Site Shopping Center TE No Scale 1 '5 Dc 01 Lo PROJECT SITE "�- `� f Or 27,910 THUR 10/72/15 ti<.0 Q oll LEGEND 74/94 = AM/PM PEAK HOUR VOLUMES 27,91U = 24-HOUR VOLUMES awe �bIro1��� O �0 EXISTING. TRAFFIC VOLUMES (2015) SASAKI T1UINSPOR.TATION SERVICES, INC FIGURE 2 PR 0JECT SITE LEGEND 32172 = AM/PM PEAK HOUR VOLUMES 30,623 = 24 -HOUR VOLUMES IN j6'y4's J�GJ16 �Cj6 > O� ,pt�Q6 6� ` 0 EXISTING TRAFFIC VOLUMES (2016) No Seale SMAKI TRANSPORTATION SERVICES, INC, FIGURE 3 30,623 FRI 9/9/16 25,057 SAT 9/10/16 18,574 SUN 9/11/16 26,639 MON 9/12/16 26,982 TUE 9/13/16 j6'y4's J�GJ16 �Cj6 > O� ,pt�Q6 6� ` 0 EXISTING TRAFFIC VOLUMES (2016) No Seale SMAKI TRANSPORTATION SERVICES, INC, FIGURE 3 c 4) CL ce) lqr tf) LD E 6 0 0 > 0 — < CL E Cl co C) C) z 200000 0 <�-o ILZZZZZZ z L — o. 0) F- CO) Z 2 LU 2 , 000zz0 0 0 a) z 0 co) zzzz I- ca m m m¢¢ 0 0 Z UILo) (q (o Iq Lo r- I- 0 -6 > zw I C� C) I 10 C) 0 C) D < < < W rj)o W- X 0 0 w jL + — — I- Lo ID — Cj LD Nt ll� — N (D I- CL = 0 000aoo 0 5 E i ca n < m < < E CL0 L9 m (L C) (o M 0) 10 (n Z+: z o C) co t= P < < < CO w R ca w E Lu -- Lo to u) Ul (D M It C) co z a �4 z` C) C) CD C) C) C) E z 0 a) E u - W t-0 Lc) LD ❑ 0C14 "r - C:) C) F- 0 N >- co (1) W m ❑ w m a) Z N to CD CL co Nu co p 0 - 10 0 applicable. As indicated above, there are essentially two trip generation "conditions" to be considered. The potential for re -occupancy of the existing 93,455 SF. Then, the Project addition of 7,145 SF to result in a total future building area of 100,600 SF. The following is a brief summary of the general trip generation process applied: - Institute of Transportation Engineers ("ITE") rates were used for the Project land uses. The ITE trip rates were referenced from the Trip Generation .IMManuali. The trip generation grates applied to the proposed uses, are fisted in Table 2. The ITE shopping center trip rates are based on the formulas that vary based on the size of the shopping center. A more conservative approach was applied, to arrive at the Project and traffic operational results shown in Table 2, rather than adding in and subtracting out the other existing, adjacent uses. Taking that approach would have added complexity to the analyses without providing any specific analytical benefits. For the operational analyses, pass -by trip credits (reductions) were applied (to the trip generation results) based on the ITE, Trip Generation Manual. The fu11 percentage reductions referenced from the Trip Generation Manual were decreased to provide more conservative traffic impact analyses. However, it should be noted pass -by reductions were not used for the Gentle Springs & DBB and Project Driveway & DBB intersections, since they involve access for the Project - Saturday trip generation calculations are also shown in Table 2. From an environmental perspective the Saturday conditions are not typical significant, but for the traffic operational evaluations, this information is an important consideration. The trip generation rates were applied to the proposed Project. Table 2 provides the projected trip generation for the proposed Project (before any pass -by considerations). As shown in Table 2 the proposed Project is estimated to generate during a weekday, a total increase of 300 added daily trip ends, of which 5 (nominal In, 5 Out) occur during the AM peak hour and 30 (15 In, 15 Out) occur during the PM peak hour. Also shown in Table 2 the trip generations for the operational analyses are estimated to generate during a weekday, a total of 6,800 daily trip ends, of which 155 (95 In, 60 Out) occur .during the AM peak hour and 605 (290 In, 315 Out) occur during the PM peak hour. As stated earlier, ITE research and field studies have documented land uses that will have pass - by trip reduction factors. Based on field studies, the pass -by data indicates (for various land uses) a percentage of future customers that will come from the existing traffic, already on the adjacent roadways (i.e., for this reason, businesses desire to locate along high traffic volume roadways). These pass -by trips, therefore, are a part of the future business but do not generate Tr_p Generation Manual, Ninth Edition; Institute of Transportation Engineers (ITE); 2012. S.A.SART TRANSPORTATION SERVICI♦;S, INC. Diamond Bar, Former Kmart Site DBar-TrWicoperationaiL'•val-I, KmartSite Shopping Center TE Land Use Trip Generation Eqq4Lo—ns*- ShQMing Center: Weekdays -Daily -AM Peak Hour -PM Peak Hour Saturdays -Daily -Peak Hour TABLE2 Trip Generation (Former Kmart Site) Units Daily AM Peak Hour PM Peak Hour In out In Out Ln (T) = 0.65 Ln(x) + 5.83 Ln (T) = 0.61 Ln(x) + 2.24; (62010 In, 38% Out) Ln (T) = 0.67 Ln (x) + 3.31; (48% In, 52% Out) Ln (1) = 0.63 Ln(x) + 6.23 Ln M = 0.65 Ln(x) + 3.78 T = Trip ends generated, x = 1,000 square feet (TSF) of building area, SF = square feet Source: Trip Generation, 9th Edition; Institute of Transportation Engineers UM); 2012 AM Peak Hour PM Peak Hour Units Daily in Out In Out 'Trip Ends Generated: Proposed Project: Shopping Center - Existing 93,455 SF 6,500 95 55 275 300 -Weekday 100,600 SF 6,800 95 60 290 315 -Weekend, Saturday 9,300 880 (In + Out) Project Impacts 7,145 SF 300 Nom 5 15 15 for Operational Analyses: Shopping Center (weekday) 100,600 SF 6,800 95 60 290 315 - 30% Passby reduction -2,050 -30 -20 -85 -95 - Shopping Center w Passby 4,750 65 40 205 220 Note: The daily & peak Trip Ends generated are rounded to the nearest 50 & 5, respectively added traffic on the adjacent roadways (e.g. a person already traveling on Diamond Bar Blvd. going to/from work, in the future, stops at the Project site). The kii7 Generation .Handbook was referenced to obtain the trip generation pass -by percentages, and as mentioned above were reduced to. provide more conservative analyses. As shown in Table 2, after the conservative pass -by reductions were applied, the Project will have 4,750 daily trip ends with 105 (65 In, 40 Out) occurring during the AM peals hour and 425 (205 In, 220 Out) occurring during the PM peak hour. In addition, for the traffic operational evaluations, the Saturday trip generation analyses for Project are presented in Table 2. Since the operational analyses focused on the Project accesses, pass -by factors would not be applicable. The Saturday trip generation analyses shows a total of 9,300 daily trip ends, of which 880 occur during the peak hour. Since entry/exit splits vary significantly during a Saturday, and potentially even on different Saturdays, no inbound/outbound splits were provided by ITE. For comparison purposes it can be seen that. the best case of an even split of ins/outs would result in 880 (440 In, 440 Out) peak hour trip end. By comparison, these volumes are significantly higher than the weekday, trip generation totals. Trip Distribution and Assignment Trip distribution patterns for the proposed Project were developed based upon the type of land uses proposed, potential trip attractors in the area, the surrounding street system, and other pertinent considerations. The geographical trip distribution percentage assumptions, combined with the weekday trip generations in Table 2 resulted in the trip assignments and "Project Only" trip volumes shown in Figure 4. Traffic Operational Impacts The Project plus assumed re -occupancy of the existing store, generated combined total numbers of trips that were added to the existing traffic volumes and conditions, so potential traffic operational impacts could be quantified. The City of Diamond Bar TIA practices indicate a project will have less than significant impacts at intersections if LOS D or better is maintained, with addition of the project impacts. The project will have a significant impact if there is an ICU increase (due to the project) greater than 0.020 and the intersection is at LOS E or F (for local City intersections), or at LOS F (at CMP intersections). The `Existing + Project" intersection volumes for years 2015 and 2016 are illustrated in Figure 5 and 6. These volumes were evaluated based on the existing lane geometries so specific traffic operational (assumed re -occupancy + Project) related (traffic) impacts could be identified. The ICU worksheets which document the calculations and findings are included in the Appendix. The ICU analyses findings for Existing + (operational) Project conditions are summarized in Table 1. All three of the study intersections continue to operate at acceptable Levels of Service during both the AM and PM peak hours, for both year 2015 and 2016 conditions, which indicates the Project does not have a significant Project impact. Per the City of Diamond Bar, TIA Guidelines, however, in addition to the intersection analyses SAiSARI TRANSPORTATION SERVICES, INC. Diamond Bar, Former Kmart Site DBar TrafficOperationalEval-1, KmartSite Shopping Center TE 38%-- 11800 2450 or PFZ.OJECT SI_1 r- 10/55 = AM/PM PEAK HOUR VOLUMES 270q 2400 = WEEKDAY / WEEKEND 24-HOUR VOLUMES (WITH PASSBY) [1421 = WEEKEND PEAK HOUR VOLUME ESTIMATE �, 2400 3250 /'50% �. 2850 3250 i 60% 69 ffR OjECT ONLY VOLUMES SASAKI TR.ANSPOUATTON SERVICES, NG FIGURE 4 cj}c9 �'p�'� h so �� rr r m s 6'sx`l- �6, o ,LEGEND 34/46 = AM/PM PEAK �� 1� �-�Sv' HOUR VOLUMES O EXISTING + PROJECT VOLUMES (2010 No Scale SASAKI IRANSPORTn110N SERVICES INC FIGURE 5 &O' PROJECT�Q `� SITE s m s 6'sx`l- �6, o ,LEGEND 34/46 = AM/PM PEAK �� 1� �-�Sv' HOUR VOLUMES O EXISTING + PROJECT VOLUMES (2010 No Scale SASAKI IRANSPORTn110N SERVICES INC FIGURE 5 O N lb s� G ,I PROJECT -a �s'op SITE, ��\ �- a d,_ 5 0 LEGEND ��oo 54163 = AMIPM PEAK HOUR VOLUMES G°moo lb 0 EXISTTNG + M-0JECT VOLUMES (2016) SASAKI TRANSPOR-TATION SERVICES, INC. 6 findings, added traffic operational impacts still needed to be evaluated and improvements recommended as needed. Added Traffic Operational Evaluations The Project will not have significant intersection impact at the adjacent locations as shown in the preceding sections_ More detailed traffic operational evaluations were determined by the City of Diamond Bar staff as warranted, in part due to factors identified in the City's TIA Guidelines, including but not limited to lane use imbalances, vehicle queue issues, closely spaced intersection congestion, freeway cut -through traffic issues, and the offset of the driveways at the signalized intersection. As a focus of this TE, we first made an overview of the traffic operational issues related to the proposed Project. While there is access provided at various locations, including at Gentle Springs, our preliminary review led us to focus on the Project Driveway & DBB intersection. This location is anticipated to serve as the main access for the Project and is anticipated to accommodate the great majority of the left -turn traffic from DBB. The trafrc operational issues for the immediate Project area (primarily at the Project Driveway & DBB intersection) were evaluated based on considerations that included: - Field observations of the study are traffic operations and confirmation of the issues identified in the City of Diamond Bar TIA guidelines. - Consideration of the weekday and also Saturday trip generation findings. In general, the weekday traffic on Diamond Bar Boulevard is greater, but the Project peak hour trip generations are significantly higher. Both factors in combination were considered in our evaluations. - There are significant traffic volumes during the peak hours, for the southbound right turn and eastbound left turn at the Golden Springs & DBB intersection, as well as northbound through traffic on DBB during the PM peak hour, indicating freeway bypass traffic influences. - The higher northbound through traffic on DBB during the PM peak hour along the Project frontage, relates to the higher trip generation volumes for the Project (a shopping center) during this same period. More specifically, it is important to assure adequate northbound left -tuna storage, on DBB for the (signalized) intersection serving the Project site. - The collective experience of City staff and their consultants indicates actual and potential congestion through this section of DBB, during various conditions and particularly during freeway incidents and congestion. - Consideration of the potentials for future traffic growth through this section of DBB, above and beyond the increases related to the Project. - It must be considered that the ICU intersection analyses represents averaging of the volumes and capacities for the entire intersection and does not reflect high vehicle SASART TPANSPORTATION SERVICES, INC. Diamond Bar, Former Kmart Site DBar-TrafTicOperationa]Eval-1, KmartSite Shopping Center TE volumes for particular movements, increased traffic for shorter peaks within the hour, intersection spacing issues, vehicle queuing, and other related factors. It is noted from the trip generation evaluations (Table 2) the Saturday peak hour is significantly higher than. the PM weekday peaks. Even though Saturday traffic on DBB is shown to be lower, the queue storage must still be adequate to handle the peak left -turn conditions associated with the Project (trip generations). It was noted during our field visit, there is pedestrian activity crossing DBB, in part related to the bus stop with shelter at the Project Driveway & DBB intersection. When pedestrians cross DBB there is added signal time required to accommodate the crossing, which can add to the left -turn queue storage demands. At the Project Driveway & DBB intersection the driveway alignments are offset. They are offset in the most desirable configuration regarding left -turns turns from DBB. The through and left -tum combinations leaving the shopping centers, however, overlap. Currently, there is a single green -signal -phase for the driveways. it is possible once the Project is occupied that split -phasing for the driveways may need to be considered. This would result in added green time for the "side streets," which is another consideration for the left -tam queue storage on DBB. - Various left -turn queue studies have shown that left -turn pocket needs can be reasonably estimated through the calculation of one -foot of left turn storage (at a signalized intersection) for each left -turn vehicle (volume) during the peak hour(s). - In addition, it is generally accepted that the maximum, desirable left -turn pocket length is approximately 300 feet. - At the Project Driveway & DBB intersection, it is noted there is a landscaped median between the northbound left turn lane at Project Driveway & DBB and the southbound left turn lane at Golden Springs & DBB. - At the Project Driveway & DBB intersection, this will be the primary opportunity for motorist to make a left turn into the Project site. Regarding right turns, there is an opportunity to first access through Gentle Springs Road, as well as other shopping center (right turn only) driveways along the frontage. So the potential right turn Project traffic is anticipated to be split between a number of access points (as reflected in Figure 4). Improvement Measures Based on the intersection analyses, the factors listed above, our field observation, and consideration of various traffic engineering principles we recommend the following traffic operational improvements and considerations: - Given the variety of assumptions required to be included in the traffic operations analyses, a range of potential improvement measures could reasonably be considered, relative to the northbound left -turn storage lane. At a minimum the single left -turn lane SASAW TRANSPORTATION SERVICES, INC. Diamond Bar, Former Kmart Site Mar-TraificOperalionalEval-I, KmartSite Shopping Center TE could be lengthen to approximately 250' based on the "Existing + Project" weekday volumes. - Under ideal circumstances with cost being a minor consideration, the single northbound left turn at the Project Driveway & DBB intersection would be improved to provide two (dual) left. -tarn lanes to serve the proposed Project, with a left -turn pocket length of approximately 200 -feet, plus a transition.. - The addition of a second northbound left -turn lane may also require modification of the traffic signal at the Project Driveway & DBB intersection. The main driveway at the Project Driveway & DBB intersection is shown to be about 45 - feet in width on the proposed site plan. Based on our analyses, and discussions with City staff as well as the Project applicant, it was determined the 45 -foot wide driveway should provide two inbound lanes totaling 25 -feet in width, and a single exit lane about 20 -feet in width. After consideration of various traffic factors, it was determined no street/right-of-way widening would be required along the Project frontage, and a no separate, dedicated, southbound right -turn lane at the Project Driveway & DBB intersection would be required. In the future, it is possible the Project Driveway & DBB intersection will require signal timing modification to provide split -phasing for east -west vehicles exiting the shopping centers on both sides of DBB. This should only require signal timing changes that could be implemented by the City of Diamond Bar, without any physical improvements required. Based on our review of traffic operational factors the improvements listed above are recommended. 1 11 Traffic factors for the proposed commercial/retail/restaurant Project located on the southwest side of S Diamond Bar Boulevard ("DBB"), southeasterly of Gentle Springs Lane -Palomino Drive ("Gentle Springs") were reviewed and analyzed. The analyses examined existing, existing + project, and traffic operational conditions. The potential traffic impacts of the Project were evaluated and improvement measures were identified. The principal findings of this study are listed below. 1) Under "Existing" conditions., all three of the study intersections operate at acceptable Levels of Service ("LOS") for AM and PM peak hour conditions. 2) The trip generation potential for the Project is based on "worst case" assumptions. The trip generation results include pass -by considerations and Saturday conditions. These evaluations serve as a basis for determining the potential traffic impacts of the Project. SASAM TRANSPORTATION SERVICES, INC. Diamond Bar, Former Kmart Site DBar-TraffioOperationa]Evai-1, KmartSite Shopping Center TE 3) For "Existing + Project" conditions the three study intersections maintain acceptable LOS operations. These analyses include the "worst case' trip generation assumptions. 4) Even though the Project does not generate significant intersection impacts, there are traffic operational factors that require consideration (based on the City of Diamond Bar TIA guidelines). These following improvements and considerations resulted from the traffic operational evaluations: a) At the Project Driveway & DBB intersection, given the various assumption included in the evaluations, at a minimum the (single) northbound left -turn lane would be lengthened to provide a 254 -foot storage length. b) if more ideal improvements are considered for the northbound left -turn lane, at the Project Driveway & DBB intersection (and costs are a minor factor) the recommendation would be to modify the single northbound left -turn lane, to provide two (dual) left tarn lanes. c) The addition of the second northbound left -turn lane at the Project Driveway & DBB intersection may also require traffic signal modification. d) The main Project driveway at the Project Driveway & DBB signal is proposed to be about 45 -feet in width. Two inbound lanes (25' width) and one outbound lane (20' width) are to be provided, based on a conference call with the applicant. We trust that these analyses will be of assistance to you and others. If you have any questions or comments, please do not hesitate to contact us. Respectfully submitted, SASARI TRANSPORTATION SERVICES, INC. /,/ �-4�V41 Steven S. Sasaki, P.E., PTOE Principal Registered Professional Engineer State of California, Civil and Traffic C52768 & TR1462 SASATU TRANSPORTATION SERVICES, INC. DBar-Trafc0perational8val-I, KmartSite p,GFESSIS. py� 5 9� c NU. TR1462 Exp. 3 i s�9� AM FOFOY, Diamond Bar, Former Kmart Site Shopping Center TE s ITM Peak Hour Summary Prepared try: N.73S National Data & Surveying Services S Diamond Bar Blvd and Palomino Rd Diamond Bar P4ak Haur Summery . . . ' Date: 101612015 Day: Tuesday ° start u) PM 33 692 164 1416 . Pm. Project#: 15-5655-001 C%r. Diamond Bar ' ' 30 1247AME 98 1362 ca PM . :.•• •' . 6:00 PM El. EINOON G o NOON 0 0 0 0 NOON AM P o 730 AM E •, G Lana; NOON "Hour ro 0 ' u e' 44 o. c Np.flo start u) PM 33 692 164 1416 . Pm. 9:00 AM PM Peak Hour 500 PM Palomino Rd.41 PM . :.•• •' . 6:00 PM El. EINOON AM 0 F NOON FID=3' PM AM 189 NOON : n17.1 PM :x•; x a ..v3M'•,a.:• ,> -` •, G Lana; ' u e' 44 o. 0 a. 58 Signafted 47 o 0 M.o 41 0 c EE 2745 AM 13 .•. 35 "El EDD28 *. 2505 PM PM 0 2i8 0 i87 187 q. AM NOON PM .. AM NOON K4 '•k°" .. c Np.flo start End AM 7:00 AM 9:00 AM NOON PM 4:00 PM 6:00 PM Total Ins & Outs 1383 1362 AM 0 0' NOON 1089 1416 PM AM 13291208 IOON 0 0 PM I 981 ,253 . ,329 a NOON F c -I El. EINOON PM 961 59 1184 10 PM • •, G Lana; Total Volume Per Leg 2745 AM 0 NOON AM NOON 2505 PM PM 0 2i8 0 i87 • 188 ' 0 196 377 0 406 MOON PM AM NOON PM AM 2538. NOON 0 ' PM 1 2214 ITT Peak Hour Summary Prepared 6y: i+e.I National Data &.Surveying Services S Diamond Sar Blvd and Kmart Dwy, , Diamond Bar Peok Hour Summary . Date: 10/=015 ,. ° U s $ ° 3' Project #: 15-5672-006 Day. 7bursda •pMM1 1A 'TODD 5673 City: Diamond Bar 901 qM •�'Ym� •6 ...�4....•-... 4:00 PM U.S m 0 29 Signalized 30 E NOON 0 O 0 D �. 0 NOON AM Peak Hour 730 AM I� + '- • NOON Peak Hour N . PM F 87fl 90 1250 • PM . PM Peak Hour 500 PM Kmart Dwy• . . AM ' > fbt ASM NOON ,' . • :t? AM .. NOON •PN ,' AM NQON ?l4' =fir,.'•;, AM • n54 Start End 34 7:00 AM NOON NOON NOON •�'Ym� •6 ...�4....•-... 4:00 PM U.S • If13 EIQ,5 0 29 Signalized 30 0 , ED- [IJ ED GI '- 113 •• 17 � 171=4,'• 1 1. L i_i_ . . AM NOON' fbt ASM NOON PM ' ewIawd.ft Start End AM 7:00 AM 9:00 AM NOON NOON NOON PM 4:00 PM 6:00 PM r n -mr- -raj•, ,I•'n.'z Al 1047 6 ,95541 ,j' 11337 AW NOON NOON PM Lt 93l�.t i 74 1175 14 'PM ._.._.�. r n -mr- -raj•, ,I•'n.'z �y..... Rti °`_•_I EM Moe .a �r _L W p . • t r (,,,,a ft51 � M1i �.RKj+`f.QxiZ 4_�I�fi • . rrM Peale Hour Summary Prepared by: Nadaral Data & Surveying Services S Diamond Bar Blvd and Golden Swims Dr, Diamond Bar Date: 10/812015 o i a i a a o, project#. 15-5672-007 Day. Thursday > roAM Lares i 439 e' 523 2' 61 861 AM city.. Diamond Bar m o NOON 0 ED 0 M 0 F - 0 NOON AM Peak Hour 715 AM .rEo A NOON Peak Hour W ' __ PM 236 595 150 1259 PM PM Peak Hour 500 PM ' Golden Springs Dr o _tpRiod. Start End AM 7:00 AM 9:00 AM NOON NONE NONE PM 4:00 PM 6:00 PM Total Ins & Outs 1823 861 ` AM 0 0 NOD 981 1259' o.. AM • 788 . 756 . DON U PM 5� 1080 •.qM• • : 125 AN: 788 ;�.—N^o'a—h^� 1 g 1 • 'PM: 'icras 2 7 g t ¢ 445 570 EE - SignalaedAm219 � , a N00 .793 o'.• 145•, ' a 253 PM • •�E El 9311 AM NOON PM Total Volume Per Leg 1884 AM 0: • NOON '2240 ..• _ PM .12471 0 k 1590 1 1 1039 1 0 1 4302 AM 1544 DON 0 PM 1114 El 570 EE - NOON= NOON=. � � , a N00 .793 PM a84 F 253 PM Total Volume Per Leg 1884 AM 0: • NOON '2240 ..• _ PM .12471 0 k 1590 1 1 1039 1 0 1 4302 AM 1544 DON 0 PM 1114 Prepared by NDSIATD VOLUME S Diamond Bar Blvd N/0 Golden Springs Dr Day: Thursday Date: 10/22/2015 MT. Diamond Bar Project#: CAIS5671024 AM Peak Hour 07:15 07.00 07.115 "N' 16:00 17.45 16:00 AM Pk Volume 955 1092 2030 PM Pk Volume ff�_RWW'1111 974 2173 Pk Hr Factor 0.908 0.886 0.889 Pk "r Factor 0.960 0.962 ams 7-9 Volume 1679 2035 uvo7� 4-6Volume 2562 1742 4304 y-9 Peak Hour 4K R 07-00 07:15 4-6 Peak Hour 16100 17:00 00:00 21 23 44 12:00 183 166 905 349 MIS 20 9 29 12:15 196 149 0.955 345 00:30 23 14 37 12:30 191 180 371 00.45 7 71 17 63 24 134 12.45 202 772 165 660 367 1432 02:00 16 13 29 13:00 190 167 357 01:15 11 16 27 13:15 195 177 372 0130 11 5 16 13:30 184 168 352 01-45 12 so 9 43 21 93 13:45 226 795 173 685 399 1480 02:00 13 10 23 14:00 263 178 441 02:15 8 9 17 14:15 267 224 491 02:30 5 10 is 14:30 314 188 502 02-45 7 33 3 32 10 65_ 14:45 264 1108 160 750 424 1858 03:00 6 5 11 15:00 322 172 494 03:15 4 7 11 15:15 297 218 515 03:30 13 10 23 15;30 319 197 516 03-.45 14 37 6 28 20 6S 15*45 1 302 1240 179 766 481 2006 04:00 17 15 32 16-00 348 221 569 04:15 16 16 32 16-15 327 219 546 04-.30 34 14 48 1630 335 203 539 04-45 50 117 18 63 68 180 16.45 325 1336 194 837 519 2173 05:00 38 46 84 17;00 326 215 541 05:15 Ss 125 180 17:15 305 217 522 05:30 63 149 211 17.30 301 230 531 05:45 73 229 175 494 248 723 17-45 294 1226 243 905 537 2131 06:0D 79 212 291 18:00 287 250 537 06:15 86 223 309 18-M 326 228 554 06:30 117 225 342 18:30 282 253 535 06:45 112 394 237 897 349 1291 18:45 1 321 1216 201 932 522 2148 07:00 155 269 424 19:00 325 166 491 07:25 203 253 456 19:3.5 310 160 470 07.30 243 262 505 19._30 263 120 383 07.45 263 864 308 1092 571 1956 19:45 221 1119 128 574 349 1693 08:00 246 252 498 MUG 204 110 314 08:15 202 245 447 20:15 194 142 336 08:30 197 241 438 20.30 151 125 276 08:45 170 815 205 943 375 1758 20.45 129 678 114 491 243 1169 09:00 180 167 347 ZLICIO 91 109 200 09:15 190 141 331 21:15 109 92 201 09:30 189 151 340 21-30 97 77 174 09:45 186 745 143 602 329 1347 21.45 80 377 61 339 141 716 10.00 179 159 338 22-00 82 89 171 10:15 160 142 302 72:15 72 70 142 20:30 189 137 326 22:30 62 47 109 10*45 162 690 136 574 298 1264 22:45 48 264 52 258 100 522 11:00 188 129 317 2100 42 43 85 11:15 187 182 369 73.15 36 30 66 11:30 206 167 373 23:30 19 45 64 11*45 196 777 169 647 365 1424 23-45 32 129 35 353 67 282 TOTALS 4822 5478 10300 TOTALS 10260 7350 17610 SPLIT% 46.8% 53.2% 36.9%, SPLIT% 583% 41.7% 63.1% 11,0 ,An01ffl 911201,11 1 . AM Peak Hour 07:15 07.00 07.115 PM Peak Hour 16:00 17.45 16:00 AM Pk Volume 955 1092 2030 PM Pk Volume 1336 974 2173 Pk Hr Factor 0.908 0.886 0.889 Pk "r Factor 0.960 0.962 ams 7-9 Volume 1679 2035 3714 4-6Volume 2562 1742 4304 y-9 Peak Hour 07:15 07-00 07:15 4-6 Peak Hour 16100 17:00 16*00 7-9PkVolume 955 1092 2030 4-6 Pk Volume 13.36 905 2173 Pk Hr Factor 0.908 0.886 0.889 , Pk Hr Factor 0.960 0.931 0.955 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Diamond Bar NIS: -Diamond -Bar Boulevard EM: Gentle Springs LfVPalomino Dr Weather. Clear File Name : DMBDIGEAM Site Code :01416478 Start Date :9113/2016 Page No :2 Diamond Bar Boulevard Out —Total_ F 2-64-91 Ri Thru Left L Peak Hour Data 0 QT a North rn 0 C 2 CL Peak Hour Begin 2 K3 LO 0 Left Thru Mobt L. 1 41011_11201 21 ® It..ij2=4 9 Out a d In Total I Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak I of I Peak Hour for Each ADr)roach Begins at 07:30 AM 1 07:15 AM 07:15 AM 07:30 AM +0 mins. 24 315 3 3421 11 0 35 46 13 208 6 227 15 0 3 18 +15 mins. 23 312 6 3411 18 1 42 61 5 287 4 296 13 1 5 19 +30 mins. 29 295 10 334. 12 1 48 61 16 .333 7 356 17 0 8 +45 mins. 19 267 8 284! 13 1 47 61 9 288 6 303 •1 1 23. Total Volume 179 ._'Y7 0 54 3 -_I * 7**2' 2-2'-9- 43 1116 23 1182 62 6 17 85 % APD. Total ... ... �Lj_ 23.6 1. 75.1 3.6 94.4 1.9 72 9 .1 20 5L4-- 1. PHF 1 .819 .936 .675 !...750.- .750 .896 9 .672.,..838 .830 1 .912 .300 .531. .1850' City of Diamond Bar NIS: Diamond Bar Boulevard E/W: Gentle Springs Ln/Palomino Dr Weather. Clear Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 Groups Printed- Total• Volume File Name DMBDIGEAM Site Code 01416478 Start Date :9/13/2016 Page No : I Diamond Bar Boulevard ­' Palomino Drive Diamond Bar Boulevard Gentle Springs Lane Southbound Westbound• Northbound Eastbound Sta��fjme Left Thru, FRig-bf I A- i --"Pii'h T _!-eft ..-Thru L... g# Appjotaij. ..Left: Thru ..Right ApA.T.t.CL. igh A al i3�ak� Hour Analysis From 07:00 AM to 08*45 AM - Peak I of 1 Thru.,P Peak Hour for Entire intersection Begins at 07:30 AM 07:30 AM 1 Diamond Bar Boulevard 3116 Palomino Drive i Diamond Bar Boulevard Gentle Springs Lane 23 312 6 341 Southbound 08:00 AM 29 Westbound -A-p,p*' 10 .334 Northbound 08:15 AM, 1 19 Eastbound, 8 " .284 Start Time Left i Thru ij�ght I At p.p Left; Thn t Total Left Thru Right otR!�,Lqij; App.: 7.3 90.6 Right 21 Int Total 07,00 AMI 8 265 7 2"06 .722 3 32 41 4 160 2 1661 19 1 .8pp@! 2 221 509 7-15 AM 0 ' . 14 247 4 265 11 0 35 46 13 208 6 227 10 1 2 131 551 07:30 AM 24 315 3 342 18 1 42 61 5 287 4 296' 15 0 3 181 717 0745 AM 1 23312 6 -2-0 341 12 1 48 61 16 333 7 35 13 1 5 19: 777 Total;.113­9 1228 47 5 157 209 38 988 19 1045 57 3 12 72; 2554 08:00 AM i 29 295 10 334 13 1 47 61 9 288 6 303 17 0 8 25 723 08:15 AM; 19 257 8 284 9 2 29 40 10 212 4 226 17 5 1 23 573 08:30 AM 17 262 7 286 12 3 38 53: 10 193 3 206 11 1 4 16 561 08:45 AM 1.8 256 4 278 4 1 24 29 9 184 5 198 11 1 6 18. 523 Total 83 1076' 38 7 138 183j 38 877 18 933 56 7 19 82; 2380 Grand Total 152 2209 49 2410, 85 12 295 3921 76 1866 37 19781 113 10 31 154! 4934 Apprch % 6.3 91.7 2 1 21.7 3.1 76.3 i 3.8 94.3 1.9 ! 73.4 6.5 20.1 1 Total % 3.1 44.8 1 48.8 ! 1.7 0.2 6 7.91 1.5 37.8 0.7 40.1 , 2.3 0.2 0.6 3.1 1 Diamond Bar Boulevard ­' Palomino Drive Diamond Bar Boulevard Gentle Springs Lane Southbound Westbound• Northbound Eastbound Sta��fjme Left Thru, FRig-bf I A- i --"Pii'h T _!-eft ..-Thru L... g# Appjotaij. ..Left: Thru ..Right ApA.T.t.CL. igh A al i3�ak� Hour Analysis From 07:00 AM to 08*45 AM - Peak I of 1 Thru.,P Peak Hour for Entire intersection Begins at 07:30 AM 07:30 AM 1 24 3116 3 342 16 07:45 AM 23 312 6 341 12 08:00 AM 29 295 10 .334 13 08:15 AM, 1 19 257 -­ 8 " .284 - 9 -5i'' Total Volume 95 1179 27 136i i. 6pp-:[glat I 7.3 90.6 2.1 21 23.3 6 --819 • .936 -675 .951 .722 1 42 61 1 48 61 1 47 61 2 29 -166-'-" * 40 9- 5 2*23 2.2 74.4 288 .625 .865 .9141 5 287 4 296 15 0 3 18 717 16 333 7 356: 13 1 5 19 777 9 288 6 303 17 0 8 25 723 212 4 226 r.•5 •573 21 1 181: 62 6 17 85' 2790 3.4 94.8 1.8 • 72.9 7.1 20 .4 625 .8 1 �.. .750 .829 .912 .300 .531 -A50 I., 1198 City of Diamond Bar NIS: Diamond Bar Boulevard- ENV: oulevardENV: Gentle Springs Ln/Palomino Dr Weather Clear Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 Diamond Bar Boulevard Out In T(991 i19151 1 2271 [ -ARZ i 37 950T 24t,� Rilht Thru Left '. ? I I P Peak Hour Data IVOrih Peak Nour Begins at 05:00 P Towl VbJume 4– T F* .LI T RIght. 51.-.brp. 1 J2171 90141 Ou'TO'a' Nwnmd Sr RnulavaM Peak Hour Analysis From 04:00 PM to 05.45 PM - Peak I of I Peak Hour for Each File Name DMBDIGEPM Site Code 01416478 Start Date 9113/2016 Page No :2 05:00 PM Cd U) C Ci k-4 Cj] 04:00 FM 04-45 PM Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 Diamond Bar Boulevard Out In T(991 i19151 1 2271 [ -ARZ i 37 950T 24t,� Rilht Thru Left '. ? I I P Peak Hour Data IVOrih Peak Nour Begins at 05:00 P Towl VbJume 4– T F* .LI T RIght. 51.-.brp. 1 J2171 90141 Ou'TO'a' Nwnmd Sr RnulavaM Peak Hour Analysis From 04:00 PM to 05.45 PM - Peak I of I Peak Hour for Each File Name DMBDIGEPM Site Code 01416478 Start Date 9113/2016 Page No :2 05:00 PM 04*00 PM 04:00 FM 04-45 PM +0 mins. 64 212 6 282 15 4 39 68 5 324 9 338 12 1 7 20 +15 mins. 69 234 9 302 11 2 40 53 4 326 9 339 13 3 5 21 +30 mins. 60 261 9 320 a 3 23 34 7 333 9 349 22 3 5 30 +45 mins. 67 243 13 323 7 41 3_..__42-_.,,___52 12 14 10 15'- gl 301.._......11 38 327 jj53 12 1 5 "22'"' 18 Total Volume 240 950 37 1227 %A .Total 19.6 WA —3 _20.8.....,6.1. .63 A6 73.1 .85f .849 2.3. ..094'.9 .517 .964 ..2 8 .864 .969[ .670 .667 24.7 .786 .742 PHF, .896 .910 .712 9(fl, City of Diamond Bar NIS: Diamond Bar Boulevard Efft Gentle Springs Ln/Palomino Dr Weather. Clear Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 Groups Printed- TotalVolume File Name : DMBDIGEPM Site Code :01416478 Start Date 9/13/2016 Page No 1 1 Diamond Bar Boulevard Palomino Drive Diamond Bar Boulevard Gentle Springs Lane Southbound Westbound Northbound i Eastbound _;Rrt ..mq:.. Left Th Right App. i Left Thru ;Right Left! .; :• Thru .... J._RightThru• iRi ht App. Tow Int. Total i 04:00 PM ; 43 153 3 199 15 4 39 58 5 324 9 338 7 1 7 15 610 04:15 PM 1 26 160 5 191 11 2 40 53 4 326 9 339 15 3 4 22 605 04:30 PM 35 184 2 221 a 3 23 34 7 333 9 349 12 3 2 17 621 04-45 PM 46 204 7 3 42. .52 .15 ... _:1)......_ 327 12 1 7 20 662 Total 150 ---..13.......2631 701 23 874, 41 12 144 197 31 1284 3B 1353' 46 8 20 74 2466 05:00 PM i 64 212 6 282 9 3 30 421 6 312 5 323 13 3 621 666 05:15 PM 59 234 9 302 13 1 32 46 13 301 9 323 22 3 5 30 701 05:30 PM - 50 261 9 320 8 3 28 39 9 275 6 290 12 1 5 18 667 05:45 PM •67 243 13 '----37-1227 3231 15 4 31 50, 7 '35 329 5 . 341 10 • 0 4 14 728 ---�764' Total 240 950' 121' 177':- 12i7* 25 1 277 67 83 Grand Total 390 1651 60 2101 86 23 265 3741 66 2501 63 2630 103 15 39 1571 5262 Apprch % • 18.6 78.6 2.9 23 6.1 70.9 1 2.5 95.1 2.4 65.6 9.6 24.8 Total % 7.4 31.4 1.1 39.9 1.6 OA 5 7.1 1.3 47.5 1.2 50" 2 0.3 0.7 31 Diamond Bar Boulevard Palomino Drive Diamond Bar Boulevard Gentle Springs Lane L Southbound Westbound Northbound Eastbound Startf6e 1i 'Left J­•AjjjLRi���,[ihrq I ki'g-Wt" Ap ti I p:.T Left I Right ' I App.TOWL-- ! Int. iotail Pi;�k Hour Analysis From 04:00 PM to 05.45 PM - Peak I of I Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 1 64 212 6 282 9 3 30 42 6 312 5 3231 13 3 5 21 668 05:15 PM 59 234 9 302 13 1 32 46 13 301 9 323 22 3 5 30 701 05:36 PM 50 261 9 320 8 3 28 39 9 275 6 290: 12 1 5 18 667 05:45 PM j 67 243 13 323 1s • 4• 31 so 7 329 'lil[7' 5 .3 ;. _1 0 0 4 14 728 Total Volume 240 950 37 1227 45 111 121 177 3EF 25 1277! 57 7 19 83: 2764 % App. Total 1.9.q. 77.4 a• 25.4 6.2 68.4 2.7 95.3 2 i 68.7 8.4 - -..-583 22.9 1 -- • PHF .896 ".'688 .945 .8891 -­• .d�� .925 .950 ._.__..69.2,. .949_. Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Diamond Bar N/S: Diamond Bar Boulevard E/W., Golden Springs Drive Weather. Clear File Name : DMBDIGOAM Site Code :01416478 Start Date :9/13/2016 Page No :2 I b amond Bar Boulevard r Out. Total Rlpht Thru Lgrt Peak Hour Data jO w c; North M-0 G) 0 to CD CY :3 r- P. (4 '.Peak Hour Begins W* —7 CO 6 C9 ca 0:1 IK3 4� T F® Left Thry RightE..I ,191 7851 �041 ------ 1— * 1S1�61 0.":L"1681 F-2-1-674 Land In Tat l ynial Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak I of I Peak Hour for Each.A proach.gqgWs at .p 07.30 AM 07-00 AM +0 mins. 15 177 106 297 99 107 49 +15 mins. 19 213 106 338 74 106 46 +30 mins. 21 142 116 279 108 124 35 t45 mins. 19 135 112266 288 - 92. 167 29 Volume 74 667 436"1180 77 373 604 159 °!o App. Total 63 56.6 37.2 67 36 48.6 15.3 PHF]..-.pqj ......7113 AW. .-...764 :811 07*30 AM 07*30 AM 255 32 204 52 288 48 17 16 81 226 40 256 80 376 65 34 22 121 267 29 173 34 236 57 28 22 107 288 - . 18 --- ..152 38 ,.-._.208 42 28 7 77 636 i 19- A5 204 1 212 107 67 idd 10.7.. 70.8 18-4. 54.9 ..27.7 17.4 .744 ..J6-7. .7-37J.,787 .761 .768— Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Diamond Bar File Name : DMBDIGOAM N/S: Diamond Bar Boulevard Site Code :01416478 EIW: Golden Springs Drive Start Date : 9/13/2016 Weather. Clear Page No :1 Gr, ouos. Printed- Total. Volume __., Diamond Bar Boulevard ! Golden Springs Drive ;-Diamond Bar Boulevard ': Golden Springs Drive Southbound I Westbound Northbound Eastbound I ..,••..- _•, Mart lime Left.( Thru r i2ight 1 A�-. Ta!�i _�• Left Thru i Flight. _App;7or�!-. Left Thru F21ght APP. Tod! : Left i„ Tt1rU Right App. Total j _ igt_TOt21 07:00 AM 16 146 99 261 99 107 49 255 ; 15 63---16 124 ' 26 5 6 37 1 677 07:15 AM ; 8 126 103 237 74 106 46 226 ' 17 131 27 175 26 12 6 44; 682 07:30 AM ' 15 177 105 297 108 124 35 267 32 204 52 288 48 17 16 81 ; 933 07:45. AM , 19 .213• 106 338 -• 92 -167 29, •._288 •_• 40 _256,..,• 80 376 ; _•6534. 22_._.121 ; _1.123• Total 58 662 413 1133 373 504 159 1036 104 684 175 963; 165 68 50 2831 3415 08:00 AM 21 142 116279 78 97 49 224 29 173 34 236: 57 28 22 1071 846 08:15 AM 19 135 112 266 44 78 46 168 18 152 38 208: 42 28 7 77 719 08:30 AM 19 147 91 257 51 69 38 158 22 143 15 180. 33 28 6 67 ! 662 _._ 08:4q AM �_17• • _ 136 113 266 47_• 96 26 169. 1,9 1,18, 21 15836. - 326 74 1 667• Totals 76 , 560 432 1068 _ 220 ,.. 340 , • 159 719 88 586 108 782; 168 116 • 41 325 •.._ 2894 Grand Total! 134 1222 845 2201 593 844 318 1755= 192 1270 283 17451 333 184 91 608 6309 Apprch % 6.1 55.5 38.4 33.8 48.1 18.1 11 72.8 16.2 54.8 30.3 15 Total % 2.1 19.4 13A 34.9 9.4 13.4 5 27.8 3 20.1 4.5 27.7 5.3 2.9 1.4 9.6 • Diamond Bar Boulevard Golden Springs Drive ! Diamond Bar Boulevard Golden Springs Drive '_ ;_ Southbound Westbound Northbound i• Eastbound ___•__ Start lime _•. • . LeftT Thru [Right • App• Tp>a! ' __ __Left . _..•, Thru �_ Ri ht A .Toni • _ deft .-•.Thru :Right •j App; 70!�� ; Left ; . Thru I Right, l App.,7ata! it1L T018) , Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM: 15 177 105 297 108 124 35 267 32 204 52 288 ; 48 17 16. 81 933 07:45 AM' 19 213 106 338 92 167 29 288 40 256 80 376 • 65 34 22 121 ; 1123 08:00 AM ; 21 142 116 279 78 97 49 224 29 173 34 236 57 28 22 107 846 08:15. AM L_„• 19 135 _,.112•• 266 -44 7.8--46 18. 152___ 38..... 208, ..42_.28_ 7.._.___..77 719 Total Volume 74 667 439 1180 322 466 •.168• 159 947 119 785 204 1108 212 107 67 , 386 3621 % App. _Total I_6.3 -F7 56.5 37.2 _34 49.2 16.8. •, 10.7•._ 70,8 18.4:__• 54..9_ 27.7• 17.4__ ! __•_ PR :__881• •, .783••__946 • •• .873 _745,,. _696•._ .811, .822 r :744 .767•._.638 __• .737 .815_•.-,.787 ,.,761 _ . --.. _...798 j :806,• Counts Unlimited PO Box 1178 Corona, CA 92878 (951)268-6268 City of Diamond Bar File Name : DMBDIGOPM NIS: Diamond Bar Boulevard Site Code :01416478 Eft Golden Sp&gs Drive Start Date :9/113/2016 Weather. Clear Page No : 2 Out In Totat E 1257f 9 aq Right Thru Left Peak Hour Data 0 + -4 + Peak i4�u' —S.gf.. .1 og--66-0- 2 L E.- �8 -2 Al 01 4--1 14 Et�lr.11' L 6. .M, Out In Total Peak Hour Analysis From 04:00 PM to 05.45 PM - Peak I of 1 05*00 PM Peak Hour for Each Approach Ogglos at 90 109 19 218 313 107 114 05.00 pm 242 288 1 04.45PM 34 262 307 OtI5 PM 5 32 +0 mins. 45 137 46 228 28 37 27 921 21 198 71 +15 mins. 44 142 56 242 35 37 26 98 19 220 74 +30 mins. 49 177 51 2771 36 32 31 98 18 208 62 +46 mins. 33 Volume I —17 15856 -i6 247, 45 33 19 97 30 203 74 Total App. Total 17.2. 614 61.8 9' 21 994 143 37.1 139 36.1 103 26.8 385 88 7.3 829 69.2 281 1 23.5 PHE ..'..87.2. ...867 .933 .8 .831. '982. .733_,..942 .949... 05*00 PM 290 90 109 19 218 313 107 114 21 242 288 107 121 34 262 307 98 5 32 235 198 402 449 106 957 -46.9 t9:39 .928 11.1_._ Jf6 . I .9131 -42. 9:5:7 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Diamond Bar N/S- Diamond Bar Boulevard EIW.' Golden Springs Drive Weather. Clear File Name DMBDIGOPM Site Code 01416478 Start Date 9/1312016 Page No I ' Groups _ad :RtqO- ToqI.Volume Diamond Bar Boulevard Golden Spring's Drive Diamond Bar Boulevard Golden e Southbound Westbound Northbound Eastbound L S'Eirt fijin� Left ;Right „App. -A pp. Total. Left Thru Total I?jg��__... Left. T Left J.' .6. u _Th =r Right I frit. Total 04:00 PM' 35 100 40 17 5' 25 83' 52 291 9 93 11 193 i 742 04:15 PM 21 110 38 169 24 36 20 80 i 21 198 71 2901 115 102 13 2301 769 04:30 PM 33 103 43 179 31 31 24 86.� 19 220 74 313' 98 65 23 1861 764 04:45 PM __.. � ...- 31 130 61 .. ..-- 222 .... .. 28 . 37 27 92 . 18 208 62 288 100 94 28 pgj_ Total 120 443 182 745 103 142 96 341 . . I ... 80 843 . 259 .. 1182. 402 354 ...,_._.2221, 76 831 ;; 3099 05:00 PM 45 137 46 2281 35 37 26 98. 30 203 74307 90 109 19 218 851 05:15 PM 44 142 56 2421 35 32 31 98; 20 169 65 254 107 114 21 242: 836 05:30 PM i 49 177 51 277. 45 33 19 97 i 20 179 70 269 107 121 34 262, 905 05:45 P.M 33 158 • 56 247 36 31 21 441 ..... 22 207 62 291 98 105 32 .'- 235'.. 861 iota[ 17'1 814 209 994 151 133 97 381 1 9_2- 758--_27-1-.- i'121 462_446 106 957j 3453 Grand Total 291 1057 .391 1739 254 275 193 7221 172 1601 530 2303 804 803 181 1788 6552 Apprch % 16.7 60.8 22.5 35.2 38.1 26.7 7.5 69.5 23 45 44.9 10.1 Total % 4.4 16.1 6 26.51 3.9 4.2 2.9 11 2.6 24.4 8.1 35.1 j 12.3 12.3 2.8 27.3 Diamond boulevard ....... Southbound 1. G6JfjWW§'p"flng' s Drive Westbound I., Diamond Bar Bouievarj Northbound Golden Springs Drive--- Eastbound Sta ' . T.tpi.' LeffT_Thnj'l ;Right . ' gm A . - -Left! . _�,.T Left,L-Th .. .- 1--rij * Right _ A �_ Peak Hour Analysis From 04:00 PM to 7� 05:45 PM - P�'I�i ii Peak Hour for Entire Intersection Begins at 05:00 PM 05:00PM 45 137 46 228: 35 37 26 98 30 203 74 3071 90 109 19 218 851 05:15PM 44 142 56 242 ! 35 32 31 98 � 20 169 65 254 ! 107 114 21 242 836 05:30 PM 49 177 51 277 46 33 19 971 20 179 70 269- 107 121 34 262: 905 05:45 PM 33 158 56 247 36 31 21 881 22 207 62 291 105 32 2351 861 Total Volume 1 171 614 69 - 6iI47 1' 51 97 92 758 271 1121% ••98 402 449 106 957' 3453 %p. Tqt�qL 17.2 61.8 - 39.6 34.9 25.5 8.2 67.6 124.2 42 46.9 11.1 .PHF .872 .667*' .93q. ..899 .782 .972 .767 .915 .939 .928 .779 .913 .954 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Diamond Bar File Name DMBDISHAM NIS: Diamond Bar Boulevard Site Code 01416478 E/W., Shopping Center Driveways Start Date :9/1312016 Weather. Clear Page No :2 J-4 Peak Hour Data A, I North Peak Hour 6eglns at 07.36 i-wLvgi� -.n LeaThni Rfght Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak I of I Peak Hourfor Each Approach Begins at: 07-30 AM 07.30 AM 07.30 AM +0 mins. 10 314 3 327 4 1 13 18 i 6 286 2 294 3 0 3 6] +15 mins. 18 314 2 334 21 1 18 211 6 345 8 358 3 2 4 9 +30 mins. 11 290 8 309 8 2 17 27 i 9 276 5 290 0 0 2 2 +45 mins. 16 261 7 274 7 1 6 14 12 215 4 3 -i 3 14 24 --2 1 1 1 5 7 Total Vofume t&' i 166 20 2441 21 5 54 80 1122 19 1'1*'7* 3' -7*-* -7 '/-,App. Total ' -AA.- 94 1,.6 ' -- 2 - 6.21- 6.267.5 95.7 1.6 1 29.2 12.5 58.3 "'4'z - - PHF, .764 .931 .625 .931 i .656 .625.750 .741 .667 .813 .594 .8181 .500 •375700 .667, Out. In �!'Qtpl' gal ht Thru Left 1L+ 4-1M1 41 Peak Hour Data A, I North Peak Hour 6eglns at 07.36 i-wLvgi� -.n LeaThni Rfght Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak I of I Peak Hourfor Each Approach Begins at: 07-30 AM 07.30 AM 07.30 AM +0 mins. 10 314 3 327 4 1 13 18 i 6 286 2 294 3 0 3 6] +15 mins. 18 314 2 334 21 1 18 211 6 345 8 358 3 2 4 9 +30 mins. 11 290 8 309 8 2 17 27 i 9 276 5 290 0 0 2 2 +45 mins. 16 261 7 274 7 1 6 14 12 215 4 3 -i 3 14 24 --2 1 1 1 5 7 Total Vofume t&' i 166 20 2441 21 5 54 80 1122 19 1'1*'7* 3' -7*-* -7 '/-,App. Total ' -AA.- 94 1,.6 ' -- 2 - 6.21- 6.267.5 95.7 1.6 1 29.2 12.5 58.3 "'4'z - - PHF, .764 .931 .625 .931 i .656 .625.750 .741 .667 .813 .594 .8181 .500 •375700 .667, Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Diamond Bar N/S: Diamond Bar Boulevard EM: Shopping Center Driveways Weather. Clear File Name : DMBDISHAM Site Code :01416478 Start Date 9/13/2016 Page No I Groups Printed- Total Volume Diamond Bar Boulevard Smart & Final Driveway Diamond Bar Boulevard Access to Money Driveway Southbound• Westbound Northbound Eastbound Start Time Th f�:Iigh App. Total Left T njj_�_j�htj -[Rw Left !.Rig it .5p Left 1. T�rg �Wkh! J.App. Total Int.To a] t AM -Left I'll ..nL� 264 1 276, 6 0 4 _8pp 10 2 161 i _p . ..... 1651 2 0 0- 2 453 07:15 AM 12 252 0 264 2 0 6 81 3 217 1 221 i 4 1 0 5 498 07:30 AM 10 314 3 3271 4 1 13 181 6 286 2 294! 3 0 3 6 645 07:46 AM 18 314 2 334 j 2 1 18 21 5 345 8, 358: 3 2 4 9 722 Total 51 1144 6 1201 1.4 2 4.1. 571 16.. 1-009- 13 1038 12 3 7 22 2318 08:00 AM 11 290 8 3091 8 2 1727 9 276 5 290 0 0 2 2 1 628 08:15 AM 16 251 7 274 7 1 6 14 12 215 4 231 1 1 5 7 i 526 08:30 AM 15 261 6 282 5 2 9 16 8 204 1 213 1 0 0 1 512 08.45 AM 17 251 •4 • 272 9 1 8 18 9 ••177 1 187.: 5 0 6 • 11 •488 Total• 59 1053 25 1137 29 6 40 75 38 872 11 921 7 1 13 21 2154 Grand Total 110 2197 31 2338 43 8 81 132 54 1881 24 1959 19 4 20 43 4472 Apprch % 4.7 94 1.3 32.6 6.1 61.4 2.8 96 1.2 44.2 9.3 46.5 Total % 2.5 49.1 0.7 52.3 1 0.2 1.8 3 i 1.2 42.1 0.5 43.8 OA 0.1 0.4 1 ---.Diamond BarBoulevardSmart & Final Driveway Diamond Bar Boulevard Access to Money Driveway Southbound Westbound Northbound Eastbound Start Time •- L�ffl*--fiin-jl.*f�ight."A----I* CeAi T�ru*I_R*_i__­'* _g�L App.Tqtal : t : , [1 -ft -I -T -h -r -u.. 1 ight.' A" '-f PR Left rp. F.�Jgtjj LA Tol�J Int Tota! Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak I of I Peak Hour for Entire Intersection Begins at 07:.30 AM 07:30 AM 10 314 3 327 4 1 13 18. 6 286 2 294! 3 0 3 61 645 07:45 AM 18 314 2 334 2 1 18 21' 5 345 a 358i 3 2 4 91 722 08:00 AM 11 290 8 309 a 2 17 27 ;9 276 5 290; 0 0 2 2. 628 08:15 AM 16 251 7 274_ . .7 1 6 14- 12 215 4 231: 1 1 5 7..._.526 Total Volume:: 65 1169 20 1244 21 5 54 80 32 1122 19 1173 7 3 14 24 2521 1/6 App.. Total]. AA-_ 941.6• _5_*.iolj'! 26.2 6.2 67.5 "k6 -A0 2.7 _66�. 95.7 ...813 •1.6 29.2 ..583 12.5 -.375 58.3 .700 '....667;... ..POF 1...764 .93T A .666 ..873 Counts Unlimited 00 Box 1178 Corona, CA 92878 (951) 268--6268 City of Diamond Bar File Name ;DM8OISRPM Bar Boulevard Site Code -01416478 --- Center Driveways 9n:12016 Weather Clear Page No 2 Peak Hour Analysis From 04:00 PM to 05.45 PM - Peak I of 1 Counts Unlimited PO Box 1178 Corona, CA 92878 (951)268-6268 City of Diamond Bar File Name : DMBDISHPM NIS: Diamond Bar Boulevard Site Code : 01416478 EMI: Shopping Center Driveways Start Date : 9/1312016 Weather Clear Page No : 1 Grpups• Printed- Total Volume, . _ ___-___ .. . ,a _._, Diamond Bar Boulevard Smart & Final Driveway Diamond Sar Boulevard Volume--T-Access to Money Driveway Southbound I Westbound Northbound •,- Eastbound ... _ .. StactTme Left? Thnu Ri ht .App;rotai , Left I Thru- Right nvP_rosat.. Left :._Thru ;,Right �,App,rmat Left:,_Thru ; Right_ App.rotai, IntTotaLl -04:O6PM 26 153 2 181 13 3 13 291 16 307 12 335 8 0 6 14 ! 559 04:15 PM! 21 146 10 177 12 3 15 30 15 319 6 340 6 3 1 10 557 04-30 PM i 21 167 9 197 12 0 13 25: 15 322 9 346 6 0 5 11 579 22.-•--189-._.._. g .. 220 17._..:...-2---13 32 1 --_15.....309. 4----- 3281 11.--__0 .. 6 17..: 597, Total ; 90 655 30 775 54 8 544 116 81 1257 31 1349 31 3 18 52 j 2292 05:00 PMI 25 198 10 2331, 19 0 15 341 19 307 4 330 ; 9 1 6 16 613 05:15 PM ` 21 222 8 251 ' 10 1 11 22: 11 290 7 3081 13 3 2 18 599 05:30 PM 29 238 7 274 13 2 14 29 19 270 7 296, 10 1 7 18: 617 05:45 PM 27 .225 6 .......258 14,- 3 21 .... 38 23___._306 5•, 334 ._... 4 .. __4 _.. 6„•_• • ..1.4; 644 Total 102 883 31 10'16 56 6 61 123 72 1173 23 1268 36 9 21 661 2473 Grand Total 192 1538 61 1791 110 14 115 2391 133 2430 54 2617 ! 67 12 39 1181 4765 Apprch % • 10.7 85.9 3.4 46 5.9 48.1 1 5.1 92.9 2.1 1 56.8 10.2 33.1 Total % ; 4 32.3 1.3 37.6 2.3 0.3 2.4 5 2.8 51 1.1 54.9 1.4 0.3 0.8 2.5 lIDiamond Bar Boulevard Smart Final Driveway Diamond Bar Boulevard Access to Money Driveway __ __._•_ I._„Southbound _• „- Westbound_ _. Northbound _--,., Eastbound I Stark Time.;- Left i Thru. ( Right App: rola! ....Left ` Thru ! Right.j App Total Left Thi u ;Right a a- ram ; _ •Left._Righty, tip: relai, i int Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM • 25 198 10 233 19 015 34 19 307 4 330 9 1 6 16 613 05:15 PM ! 21 222 8 251 10 1 11 22: 11 290 7 308, 13 3 2 18 599 05:30 PM 29 238 7 274 13 2 14 291 19 270 7 296 10 1 7 181 617 05.45 PM 27 225 6....258 14........3. .. 2.1_.__.-_..38.1-...23 . .306.. .... 5 _.__.334 j 4 .._. 4. , 6 14! 644 Total Volume „ 102 883 31 1016- 56 6 61 1231 72 1173 23 12681 36 9 21 66 ' 2473 o ,6pp. Total. 1_ _11 0, 86:9 . 3:1 _.. _ 45.5.. .4..9 49,6 __.. 5.7 92.5 ,, _J.8 _. - 54:5 13.6 .. 31.8. . PHF . -.879 _928--,_.775 :927 _ . •.737 .500._.7261 .809•. _ ..783 ..955 .821- . _ .949,1 .692.._..563 _750.. , , .917 .960 City of Diamond Bar Diamond Bar Boulevard B/ Palomino Drive - Shopping Center Driveway 24 Hour Directional Volume Count Start 942016 No'rithbo'und Time Fri Mominq Afternoon 12:00 35 239 Counts Unlimited, PO Box Corona, Phone: 951-268-6268 email: counts@countsunlimited.com Hour Totals Morning Afternoon Inc 1178 CA 92878 Southbound Mominj Afternoon 205 Hour Totals Morning Afternoon Page I DMBDBPASC Site Code: 014-16478 Combined Totals otR[ri Afternoon - 12:15 26 245 24 211 um 12 269 24 224 112:45 20 255 93 1008 20 242 95 882 188 1890 01:00 16 296 16 217 01:15 16 279 15 223 01:30 11 295 21 212 01:45 9 300 52 1170 8 222 60 874 112 2044 02:00 18 269 11 227 02:15 10 201 13 227 02:30 13 381 13 202 02:45 11 340 52 12811 8 207 45 863 97 2144 03:00 16 344 17 207 03:15 28 170 j 12 195 03:30 16 326 18 196 03:45 17 322 77 1362 6 202 53 794 130 2156 04:00 18 315 13 212 04:15 34 325 26 222 04:30 28 297 21 216 04:45 45 311 125 1248 38 240 98 890 223 2138 05:00 39 323 37 204 05:15 49 299 95 263 05:30 77 328 152 249 05:45 74 308 239 1258 157 245 441 961 680 2219 06:00 84 334 154 210 06:15 83 2721 173 232 06:30 113 2961192 222 06:45 122 283 402 1185 226 183 745 847 1147 2032 07:00 143 300 212 183 07:15 179 263 229 180 07.30 255 218 209 152 07:45 243 200 820 981 224 125 874 640 1694 1621 08:00 174 172 199 144 08:115 236 193 276 133 08:30 287 170 316 130 08:45 283 131 980 664 313 119 1104 526 2084 1190 09:00 230 147 201 109 09:15 189 116 183 123 09:30 180 110 162 128 09:45 182 110 781 483 227 118 773 478 1554 961 10:00 174 107 176 124 10:15 191 112 168 110 10:30 179 84 159 124 213 89 757 392 167 84 670 442 1427 834 11:00 189 53 160 86 11:15 213 60 179 72 11:30 222 38 185 72 11:45 233 51.1 957 202 180 65 704— 295J. .1.5.6.1.____497 Total 5235' 11234 5235 11284 8492 5662 8492 10897 16726 Combined 16469 16469 14154 14154 30623 Total AM Peak 08:15 - - - 08:15 - - - - - Vol. 1036 - - 1106 - P.H.F. 0.902 0.875 PM Peak - 02:30 - 05:15 Vol. - 1435 - 967 P.H.F. 0.942 0.919 Percentag e 31.8% 68.2% 40.0% 60.0% Counts Unlimited, Inc Page 2 City of Diamond Bar PO Box 1178 Diamond Bar Boulevard Corona, CA 92878 B/ Palomino Drive - Shopping Center Driveway Phone: 951-268-6268 DMBDBPASC 24 Hour Directional Volume Count email: counts(a)countsunlimited.com Site Code* 014-16478 Start9110!2016 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon . ........... Morning * Afternoon '---224 Morning Afternoon _Morping Aftemo.on 12:00 44 2261 i 46 12:15 39 232 46 194 12:30 22 254 48 181 12:45 37 250 142 962 44 165 184 764 326 1726 01:00 24 262 38 195 01:15 21 238 39 195 01:30 19 255 40 183 01:45 29 267 93 10221 33 168 150 741 243 1763 02:00 21 273 38 180 02:15 22 280 r 30 144 02:30 11 302 22 151 02:45 17 282 71 1137) 21 155 ill 630 182 1767 03:00 15 277 19 202 03:15 12 277 14 142 03:30 14 292 12 176 03:45 11 311 52 1157 17 179 62 699 114 1856 04:00 11 305 14 210 0415 13 306 7 169 04:30 ll 283 6 172 04:45 20 278 55 11721 14 192 41 743 96 1915 05:00 25 276 16 205 0515 28 282 18 199 05:30 27 28621 202 05:45 36 230 116 1074 i 23 175 78 781 194 1855 06:00 46 227 29 150 06:15 62 244 36 141 06:30 58 22548 133 06.45 63 233 2129 9291 80 112 193 536 422 1465 07:00 84 194 71 150 07:15 96 182 81 136 07:30 102 180 93 138 07:45 119 141 401 697 110 114 355 538 756 1235 08:00 140 152 126 140 08:15 147 123 118 125 08:30 158 137 161 95 08:45 173 110 618 522 161 120 566 480 1184 1002 09:00 190 128 147 113 09:15 181 149 160 114 09:30 207 120 158 119 09:45 196 105 774 502 192 118 657 464 1431 966 10:00 188 104 182 102 10:15 202 80 158 ill 10:30 190 85 184 95 10.45 198 67 778 336 222 89 746 397 1524 733 11:00 233 84 169 99 11:15 193 74 175 96 11:30 231 63 235 66 11:45 197 68j.....__.A54_. 289 252 67 831 328 1685 617 Total 4183 9799 4183 9799 347�-­­:Rbi 8l6i­—'-T69'00 Combined 13982 13982 11075 11075 25057 Total AM Peak - 10:45 - - 11:00 - - - Vol. - 855 - - - 831 - P.H.F. 0.917 0.824 PM Peak - - 03:30 - - - 04:45 Vol. - - 1214 - - - 798 P.H.F. 0.976 0,973 Percentag e 29.9% 70.1% 35.9% 64.1% Counts Unlimited, Inc Page 3 City of Diamond Bar PO Box 1178 Diamond Bar Boulevard Corona, CA 92878 B/ Palomino Drive - Shopping Center Driveway Phone: 951-268-6268 DMBDBPASC 24 Hour Directfonal Volume Count email: counts@countsunlimited.com Site Code: 014-16478 Start 9t11l2016 Northbound Hourio6is-­ ------Southbound Hour Totals ..... -'- Combined 'Totals Time Sun. ... . Homing Afternoon . Morning n Afternoon —Mo.min,• Morning -,Wpmoon Momin, Afternoon 12:00 50 i 80 75 136 •_A 12:15 44 162 I. 62 146 12.30 55 193 56 165 12:45 38 173 187 708 44 188 227 635 414 1343 01:00 33 1821 46 181 01:15 26 156 i 36 159 01:30 17 183 26 168 01:45 22 162 98 673 30 168 138 666 236 1339 02:00 25 159 36 162 02:15 22 161 36 163 02:30 12 167 24 157 02:45 20 M 79 664 27 169 122 641 201 1305 03:00 11 164 13 143 03:15 22 143 16 152 03:30 13 146 13 168 03:45 13 156 59 609 10 165 62 628 Ill 1237 04:00 14 167 16 123 04:15 8 141 9 136 04:30 14 1361 12 123 04:45 7 162 43 596 10 148 47 630 90 1126 06:00 8 139 12 137 05:15 16 154 i 12 146 05:30 25 152 I 16 154 05:45 19 123 68 5681 22 133 62 570 130 1138 06:00 31 149 99 133 06:15 32 145 19 142 06:30 35 163 20 162 06:45 37 146 135 593 37 148 98 585 233 1178 07:00 56 138 46 150 07:15 66 139 47 124 07:30 67 133 57 117 07:45 70 143 259 553 81 134 231 525 490 1078 08:00 88 115 78 134 08:15 100 131 83 110 08:30 111 124 116 121 08:45 111 112 410 482 111 116 388 481 798 963 09:00 147 97 82 94 09:15 158 81 100 93 09:30 161 77 128 95 09:45 144 53 610 308: 141 81 451 363 1061 671 10:00 166 93 139 62 10:15 172 54 1 ISO 66 10:30 183 71 I 168 69 10:45 185 46 706 264 164 60 611 257 1317 521 11:00 175 38 139 52 11:15 195 28 139 47 11:30 176 31 136 38 ..---1145 .166 3Z -i— 712._._.- . 129 162 —�603'­6058' 40 576• 177. 1,. 1288 306 Total 3366 6147 3366 6147 3003 6366—. -12205 Combined Total 9513 9513 9061 9061 18574 AM Peak - 10:30 - - - 10:00 - - Vol. - 738 - 611 - P.H.F. 0.946 0.931 PM Peak - - 00:15 - 00:45 Vol. - - 710 - 696 P.H.F. 0.920 0.926 Percentag 35.4% 64.6% 33.1% 66.9% 5 Counts Unlimited, Inc Page 4 City of Diamond Bar PO Box 1178 Diamond Bar Boulevard Corona, CA 92878 BI Palomino Drive - Shopping Center Driveway Phone: 951-268-6268 DMBDBPASC 24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 014-16478 Start 9112/2016 Northbound Hour Totals Southbound Hour Totals Combined Totals Time.,.- Mon.. Morning.Afternoon.— Morning Afternoon Morning Afternoon Moming Morning AfteMpor 12:00 33 178 32 2 •Aftqmoon _ 12:15 21 197 39 4 12:30 21 183 25 4 12:45 24 203 99 761 23 5 119 15 218 77E 01:00 24 197 16 5 01:15 10 202 i 12 2 01:30 8 167 Is 4 01:45 il 210 53 776 14 6 57 17 110 79": 02:00 9 204 12 3 02:15 6 280 9 6 02:30 4 286 6 3 02:45 6 304 24 1074 11 6 38 18 62 1092 03:00 9 318 9 5 03:15 12 289 6 3 03:30 12 293 7 7 03:45 17 276 50 1176 15 1 37 16 87 1192 04:00 15 288 I 16 3 04:15 26 361 21 5 04:30 36 323 19 3 04:45 so 318 127 1290 32 3 88 14 215 1304 05:00 52 300 46 6 05:15 51 289 104 3 06:30 75 311 150 8 05:45 74 305 252 1205 195 4 495 21 747 1226 06:00 82 319 173 3 06:15 83 238 172 4 06:30 125 332 z 193 2 06:45 122 235 412 1124 251 2 789 11 1201 1135 07:00 159 244 210 4 07:15 207 212 260 3 07:30 300 159 291 1 07:45 325 121 991 736 276 3 1037 11 2028 747 08:00 254 103 198 1 08:15 178 129 235 0 08:30 181 118 206 1 08:45 185 88 798 438 227 2 866 4 1664 442 09:00 158 110 197 2 09:15 170 110 180 3 09:30 154 70 156 0 09:45 171 61 653 351 172 0 705 6 1358 356 10:00 163 69 148 0 10:15 149 74 147 0 10:30 168 44 140 1 10*45 156 48 636 235 168 1 603 2 1239 237 11:00 158 39 181 0 11:15 150 32 258 0 11:30 158 27260 1 186 .. .20 652 118 ...-L � 107 . 0 806 1 1458 Total 4747 92 9284 5640 136 _... 5640 135 10367 9419 - Combined Total 14031 14031 5775 5775 19806 AM Peak - 07:15 - 07:00 - - - - Vol. - 1086 - - 1037 - - - P.H.F. 0.835 0.891 PM Peak - - 04:15 - 02:45 - - Vol. - - 1302 - 21 - - P.H.F. 0.902 0.750 Percentag e 33.8% 66.2% 97.7% 2.3% Counts Unlimited, Inc Page 5 City of Diamond Bar PO Box 1178 Diamond Bar Boulevard Corona, CA 92878 BI Palomino Drive - Shopping Center Driveway Phone: 951-268-6268 DMBDBPASC 24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 014-16478 _.. - Start ----- .. - --- 911312016 Northbound Nour ----Totals.. _..... - - - ._..-_._......-..... Southbound Hour Totals ._.-....- --. _.Combined.. . _,_Totals.. Time- , , , Tue Mominq , . Aftemoon Moming Afternoon Moming.._. Afternoon Moming _ _ Afternoon Moming Afternoon 12:00 32 193 0 3 12:15 22 173 0 4 12:30 17 177 0 1 12.45 15 169 86 712 1 3 1 11 87 723 01:00 14 184 1 2 01:15 10 171 0 1 01:30 8 213 0 0 01:45 10 193 42 761 0 1 1 4 43 765 02:00 9 191 0 1 02:15 7 266 0 0 02:30 10 287 0 0 02:45 9 279 35 1023 0 1 0 2 35 1025 03:00 10 271 0 1. 03:15 17 254 0 1 03:30 20 286 0 0 03:45 18 316 65 1127 0 0 0 2 65 1129 04:00 22 316 0 1 04:15 24 319 0 1 04:30 31 310 0 1 04:45 45 308 122 1253 0 0 0 3 122 1256 05:00 43 311 0 2 05:15 55 292 0 3 05:30 79 275 1 4 05:45 81 320 258 1198 0 1 1 10 259 1208 06:00 84 313 0 1 06:15 114 303 0 0 06:30 124 277 1 0 06:45 133 237 455 11301 0 1 1 2 456 1132 07:00 172 255 i 0 0 07:15 217 229 2 0 i 07:30 286 181 0 0 07:45 333 157 1008 822 2 0 4 0 1012 822 08:00 278 121 3 0 08:15 201 143 1 0 08:30 199 133 1 0 08:45 185 111 863 508 1 0 6 0 869 508 09:00 191 116 1 1 09:15 193 76 1 0 09:30 199 73 4 1 09:45 152 70 735 335 1 0 7 2 742 337 10:00 137 74 1 0 10:15 150 67 3 0 10:30 138 39 0 0 10:45 163 56 588 236 2 0 6 0 594 236 11:00 138 29 3 0 11:15 176 20 5 0 11:30 148 14 2 0 _ 11:45 154 ..26 616_-- .. . 89 1 1 „._._ . - 0 11 _ 0 627. 89 Total 4873 9194 48'73 9194 38-'_-_36 38..... 66 4911 ^ 9230 Combined Total 14067 14067 74 74 14141 AM Peak - 07:15 - - - 10:45 - - - - - Vol. - 1114 - - - 12 - P.H.F. 0.836 0.600 PM Peak - - 03:45 - - - 12:00 - - - - Vol. - - 1261 - - - 11 P.H.F. 0.988 0.688 Percentag 34.6%a 65.4% 51.4% 48.6% e ADTtAADT ADT 21,640 AADT 21,640 TABLE LOS -ICU RELATIONSHIP Intersection Capacity Utilization Methodology . SIGNALIZED INTERSECTIONS Intersection Capacity Utilization Significant Impact Threshold ICU INCREASE LOSQ) ICU VALUE A 0.600 OR LESS No Significant Impact B 0.601 to 0.070 No Significant Impact 0.071 to 0.080 No Significant Impact D 0.081 to 0.090 No Significant Impact E 0.091 to 1.000 Local I/S, more than 0.020 F 1.001 or MORE CMP I/S, more than 0.020 Detailed LOS explanations can be referenced in the "HCM 2010," Highway Capacity Manual by the Transportation Research Board ("TRB"), Dec. 2010 SAISAKI TRANSPORTATION SERVICES, INC). P.O. BOX 5159 1AGOLINA BE ACUT, OA 026.52 949-376-661.3 C) I -,t 44 ADO c) m m Nin C:) a) .4 'o q -N q Ncq Eq P4 CD C) Ci C) b Cl C) CD C) C) C) C) 0 CD I'D % %D c"I 00 m ld4 114 V-4 m m ON Ci) L" Irp 00 cr, 00 li II �IIJ II II II 0 S214 0 A H 0 CD C) C) c;l CD C) b 01 C) C) CD N > V tj cu + A> C) C) C) C:) C) Cl CD CD CD CD CD C) CD C) CD CD C) 0 CD 1,D cu CO CZ) coo H N C) r-4 r-4 cu C) cq �o a 00 Of M b M C7 cri 10 N r4 N in c) C) c) s -i to a) C; 6 C5 d c; ci 6 U 0 >0 Cl 110 a\ Cf) I'D C14 00 01% N Lf) a\ a\ Cf) b, co C;\ 00 V-4 U-) 0 t (U Cl) Cl) C.1) -4 ci to ga, — t3 P-4 0 > 1.0O C) a 1= I'D IN CD C) C) C) 4, u U u ul o v� � � CS C8 0 CD 110 0 CD Oo C) C) C) \.D C) C–) 110 C) C) 0 %D C) CD \10 0 pm r-1 'di U C) co CD r-4 r. -i C) H H CD 0 CD cq CD cq C) a co CD N H CD m U-3 " CD C) O " to to (=3 CJ O O 6 C5 C5 C5 6 6 6 6 6 U po m Cr (N ID c"I 00 m LN g 00 C') as Lr) t� 00 m 00 En CD CD b0 C) b C) C) C) C) b CD b CD C:) C) CD bCl Cl rd U 03 U �10 V-1 Go %0 00 %10 \10 r-1 vo 1,D u u uca ca r -i co CD cr) CD H V-4 CD r -i r-4 Cl LO cu N Q) � 01 U.) 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Please have the Commission Minutes reflect my narne and address as printed above Signature This form is intended to assist the Chainna' n ensuring that all persons wishing to address the Minutes VOLUNTARYd to ensure correct spelling of names in the commission will have the opportunity to do so, an .EQUEST TO ADDRESS` SUBJECT� THE PLANNING COpjlKA|SSK(JN AGENDA ITEM:— TO: planning CornrD\sa\on DATE: _ SPEAKER is (Please print clearly) ADDRESS: P . lease print clearly) . Sion on the above stated item. Please have 1' e Commission 1 would like to address the Planning Comm's Minutes reflect my name and address as printed abov Signature `___ / vv�h\ng to address the Ncda^ This \e intended to assist the Chairman in ensU[hlensur g thate correct personsspelling of names \nthe Minutes.. \ \onvvU| have the °... '- Commission \ �\on 5ecre��ry, Thank you. After completion, please nubnn\tYour forrn to the Planning Cornrn s � VOLUNTARY REQUEST TO ADDRESS THE: PLANNING COMMISSION AGENDA ITEM:— Tj SUBJECT: TO: Planning Commission DATE: SPEAKER �Ccn�a NAM E:— (Please print clearly) g -� 1� ADDRESSi (Please print clearly) I would like to address the Planning Commission on the bbve state m. Please have the Commission Minutes reflect my name and address as printed above \ —C - r-5 E - Signature Note: This form is intended to assist the Chairman in ensuring that all persons wishing to address the Commission will have the opportunity to do so. and to ensure correct sDellino of names in the Minutes. VOLUNTARY REQUEST TO ADDRESS THE PLANNING COMMISSION AGENDA ITEM:j1 SUBJECT: TO: Planning Commission SPEAKER iC ,I �A NAME:_ (Please print cW2 DATE: ADDRESS: (Please print clearly) ion on the above stated item. Please have the Commission would like to address the Planning Commiss Minutes reflect my name and address as printed above Sighai r - to addrein ss tthe he Minut Note: This form is intended to assist the Chairman in ensuring that all persons ling' ing sh nog names es, commission will have the opportunity to do so, and to ensure correct spellf After completion, please submit your form to the Planning Commission Secretary. Thank you. VOLUNTARY REQUEST TO ADDRESS THE PLANNING COMMISSION AGENDA ITEM: _7 / TO: Planning Commission (Please �pjrnt clearly) ADDRESS:./('( 'prii�Xcle �y) , 7-- e C iL& SUBJECT: z�' 4z A6f5�(_' DATE: I would like to address the Planning Commission on the above Minutes reflect my name and address as prirxt_ed_ab­o) e item. Please have the Commission Note- This form is intended to assist the Chairman in ensuring that all persons wishing to address the Commission will have the opportunity to do so, and to ensure correct spelling of names in the Minutes. —4-111 Tk�nL, vni i VOLUNTARY REQUEST TO ADDRESS THE PLANNING COMMISSION AGENDA ITEM: SUBJECT: TO: Planning Commission DATE: C,\" SPEAKER NAME: y (Please print clearly) ADDRESS: (Please print clearly) would like to address the Planning Commission on the abov : e stated't Please have t�e Commission N Minutes reflect my name and address as printed above Signature Note: This form is intended to assist the Chairman in ensuring that all persons wishing to address the Commission will have the opportunity to do so, and to ensure correct spelling of names in the Minutes. After completion, please submit your form to the Planning Commission Secretary. Thank you. <7 VOLUNTARY REQUESTJ6 ADDRESS THE PLANNING COMMISSION _51 Z-6,— YA V ply" AGENDA ITEM: SUBJECT' TO: Planning commission DATE:_ 11,116 L SPEAKER 6.1,L4 NAME: (Please print clearly) ADDRESS:14 CA C (Please print clearly) bove.stated-bePlease have the Commission i-. would like to address the Planning Commissiarr'dh the a Minutes reflect my name and address as printed aboy-0– Signature Note- This form is intended to assist the Chairman in ensuring that 211 persons wishing to address the Commission will have the opportunity to do so, and to ensure correct spelling of names in the Minutes After completion, please submit your form to the Planning Commission Secretary. Thank you.