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HomeMy WebLinkAbout04 COSTCO GAS STATION CUP 2018-00018 DR 2018-00026 AGENDA REPORT ITEM #fi=b MEETING DATE: JUNE 11 , 2019 TO: PLANNING COMMISSION FROM: COMMUNITY DEVELOPMENT DEPARTMENT SUBJECT: CONDITIONAL USE PERMIT 2018-00018 AND DESIGN REVIEW 2018-00026 APPLICANT: TERRY ODLE/MG2 3333 MICHELSON DRIVE, SUITE 100 IRVINE, CA 92612 PROPERTY OWNER: DIANA SALAZAR COSTCO DIRECTOR OF REAL ESTATE COSTCO WHOLESALE CORPORATION 9 CORPORATE PARK, SUITE 230 IRVINE, CA 92606 LOCATION: 2541 AND 2655 EL CAMINO REAL GENERAL PLAN: PLANNED COMMUNITY COMMERCIAL/BUSINESS ZONING: PLANNED COMMUNITY MIXED-USE EAST TUSTIN SPECIFIC PLAN ENVIRONMENTAL: THIS PROJECT IS CATEGORICALLY EXEMPT PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) SECTION 15332, CLASS 32. ti . , . A-' Ron PC Report June 11, 2019 CUP 2018-000181DR 2018-00026 Page 2 REQUEST: A REQUEST TO DEMOLISH THE EXISTING GOODYEAR TIRE CENTER AND ADJACENT PARKING AREA AT 2541 EL CAMINO REAL AND REPLACE WITH 56 NEW PARKING STALLS AND CONSTRUCT A NEW 16 PUMP COSTCO GASOLINE FUEL STATION WITH CANOPY AND RELATED EQUIPMENT AT 2655 EL CAMINO REAL. RECOMMENDATION: That the Planning Commission adopt Resolution No. 4385, approving Conditional Use Permit (CUP) 2018-00018 and Design Review (DR) 2018-00026 to demolish the existing Goodyear Tire Center and adjacent Goodyear parking area at 2541 EI Camino Real and replace with 56 new parking stalls and to construct a new 16 pump Costco Gasoline fuel station with canopy, related equipment and landscaping at 2655 El Camino Real. APPROVAL AUTHORITY: The project site is located within the Planned Community Mixed-Use(PCMU)zoning district of the East Tustin Specific Plan (ETSP) area. Pursuant to Section 3.8.2 and 3.7.2.A.1.0 of the ETSP, new service stations are subject to the approval of a CUP. Pursuant to Tustin City Code (TCC) Section 9291 c, the Planning Commission has the authority to review and act on CUPs. Pursuant to TCC Sections 9272, design review approval is required for new structures, major exterior alterations or enlargement of existing structures. BACKGROUND: Project Site and Surrounding Uses The shopping center, in which the proposed project is located, is improved with an existing Costco Warehouse building, Goodyear Tire Center, a major retail store (formerly Kmart/Sears/Ansar Gallery), McDonalds, and two (2) multi-tenant buildings. The site is located within the ETSP and is designated as Mixed-Use. To the north, across Bryan Avenue are single-family residences and to the west, across Tustin Ranch Road are condominiums. The Tustin Auto Center is to the south, across EI Camino Real; the Tustin Market Place is to the east beyond the EI Modena Flood Channel and Myford Road. Currently, there are two (2) Costco Warehouses within the City; one (1) at The District at Tustin Legacy shopping center and a second one at the subject property off EI Camino Real.The District location currently has a gasoline fuel station with eleven (11)fuel pumps with 22 fueling dispensers. The proposed project will consist of sixteen (16) pumps with 32 fueling dispensers, overhead canopy and associated equipment. PC Report. June 11, 2019 CUP 2018-000181DR 2018-00026 Page 3 Y Rr:,I:I lit l:SI t N wo 47.' +• %I�. ` ." , � . "--`•..,,gip F.i � ��� fi�' " Tustin Auto Center s ;•% Pt w f,N Tu,un Markri Placc Site Plan MEu " .-�. ,rr .��, y, ...>.-.- mawe. 2655 El Camino Real (Proposed Location) PC Report June 11, 2019 CUP 2018-0001 BOR 2018-00026 Page 4 a. .y 2541 El Camino Real (Existing Building to be Demolished) East Tustin Specific Plan The ETSP was adopted by the City in 1986. In March 1992, an amendment to the East Tustin Development Agreement was approved which included a modification to the Sector 12 Concept Plan and approval of Vesting Tentative Tract Map 14610. The original Sector 12 Concept Plan included 19-acres of commercial development and five (5) acres reserved for a hotel on the subject site. The 1992 modification eliminated the hotel use at the site and the tract map that was processed concurrently with a Design Review application subdivided the 12-acre property into six (6) numbered lots to allow the ultimate construction of a 274,175 square foot retail commercial center. The commercial center was comprised of two (2) major retail tenants and five (5) individual pad tenants. Costco and K-Mast were the first anchor tenants within the center and both moved in following construction completion in 1993-1994. Costco has remained a major tenant, at the same location since 1993-1994. DISCUSSION: Proposal The shopping center has an overall site comprised of approximately twelve (12) acres-, however, the addition of the gasoline station would be contained within an approximate one(1) acre portion of the site within the Costco parcel-, more specifically the southeastern corner of the existing shopping center. The gasoline station would be developed as an accessory use to the existing Costco Warehouse business. The existing 9,136 square foot Goodyear Tire Center building and adjacent parking area is proposed to be removed as part of the project. Fifty-six (56) parking spaces will be striped in place of the building. PC Report June 11, 2019 CUP 2018-00018/DR 2018-00026 Page 5 The proposed project will consist of sixteen (16) pumps with 32 fueling dispensers, overhead canopy and associated equipment. CAMCO . a .'i t �A FL - Proposed Site Plan ------------- ---------- --------—- ---- -------- -- , f ."n F pC1 n sr Non'.w4�lwr1� _ - .- �iwwuwnwnwuwnwuwrwuwuwnwuwuwnwnwuuwuwuwnwuw +` /y Enlarged Site Plan PC Report June 11, 2019 CUP 2018-000181DR 2018-00026 Page 6 ANALYSIS: Business Hours of Operation The gasoline station is proposing to operate from 5:00 AM to 10:00 PM daily. The station will be available for Costco Warehouse members only and requires a Costco membership to access the fuel pumps. The proposed station would be manned by one (1) Costco employee who will oversee day-to-day operations and cleanliness at the site. No other automotive or retail sales will be available at the station. The gasoline station would be equipped with a red-light/green-light system to indicate which pump was open and available to the next person in line along with CostcoPay (a key-fob pay system), which, per the applicant, improves efficiency and helps shorten lines to waiting customers. Entry and exit for fuel deliveries to the site would be to and from Bryan Avenue. No deliveries of fuel would take place off EI Camino Real. The proposed business hours of the service station are compatible with the surrounding businesses in that the station provides a consumer service during typical service station hours. Modifications to the hours of operation may be limited by the Community Development Director if it is determined that impacts to the surrounding tenants or properties are occurring. Parking/Circulation/Queue Management The existing Costco Warehouse property features 623 parking spaces, which exceeds the City's minimum parking standard of 544 stalls (4.5 stalls/1,000 SF of building area). There is also a recorded Covenant, Conditions and Restriction (CC&R's) document between Costco and Sears (formally Kmart) and the adjacent leaseholder of the other major tenant building) that is more restrictive. The applicant has indicated that they plan to adhere to the existing CC&R conditions and do not intent to modify. Per this agreement, the parking standards require both large retail users to maintain a minimum parking ratio of 5 stalls/1 ,000 SF of building area. For the purpose of the CC&R's, the required number of parking stalls for Costco is 605 stalls and the total number of parking spaces with the proposed project will be 605 stalls, which adheres to this requirement. The Costco Warehouse and proposed project is part of a larger shopping center with other tenants. The existing overall parking for both Costco and the other retail commercial tenants within the shopping center is summarized below: ProvidedParkin-g Required(per TCC) Parking Costco 544 645 Kmart 474 530 Pad B 37 32 Pad C 37 32 McDonalds 18 55 Total Parking 1110 1254 PC Report June 11, 2019 CUP 2018-000181DR 2018-00026 Page 7 A Traffic Analysis was prepared for the proposed project which analyzed trip impacts of the proposed station and accounted for the fact that an existing on-site use, the Goodyear Tire Center, would be replaced with parking area. The analysis also included an examination of traffic volumes and intersection Levels of Service (LOS) and concluded that additional trips generated by the proposed use would allow all studied intersections to continue to operate acceptably at (LOS) A or B. The location of the four (4) islands with sixteen (16) pumps and the site configuration on the property will accommodate the fueling for 32 vehicles, with additional stacking of another 40 vehicles east of the pump islands. The project would also provide a dedicated westbound right turn lane into the site at Auto Center Drive and EI Camino Real and restriping of EI Camino Real. Y+AR HOUSE m� IN 4 i SFA C i +2 r i ' 3024 11 _ 116 C t7 is _ —32'{I•- - e16`4# t8'41 1T4Ia.- saw a tam- � Il� I � - _ , RW --- ..—. E7051tRG TRAFFIC ..-_ .� s ,...... � ® �rwirr LIGHT SIGNAL v _ _— —. PR'JPECT IN PLACE RIGH 11KR OP SIbIJ T —— - -----------------`r----- EI Camino Real 6 ®-95th percmWe queue Stacking Plan Figure ®•Meximumobserved queues Tustin,California 2 Proposed Stacking Plan Customers would enter the site traveling either west or eastbound on EI Camino Real via an existing driveway apron at the intersection of EI Camino Real and Auto Center Drive that would continue to provide access to the existing commercial tenants and proposed gasoline station. Customers could also enter the shopping center from Bryan Avenue and Tustin Ranch Road. Vehicular queueing data was collected at other Costco Gasoline fueling sites to determine the anticipated queues for the proposed station. Based on the comparable locations with PC Report June 11, 2019 CUP 2018-00018/DR 2018-00026 Page 8 22 or more fueling positions, the average 95th percentile queue was 26 vehicles with the highest recorded queue at 35 vehicles. With 32 vehicles fueling at one time with the proposed station and queueing for another 40 vehicles behind those fueling, a maximum of 72 vehicles can be accommodated without interfering with site operations. If queues should extend beyond the designated queue area, two (2) queue management plans has been included within the Traffic Analysis (Attachment D and E). If queues cannot be adequately managed by the strategies shown in the plan, the northbound right tum into the parking aisle adjacent to the fuel station would be closed using retractable bollards to route customers to the next parking aisle to provide more queueing area prior to affecting street operations. In addition to the queue management plan, the City has stipulated that during peak demands, three (3) on-site traffic attendants will be present to guide and direct traffic when fueling, which is specified in Condition 2.9 in the attached Resolution. Per Condition 2.13, if the City determines that a parking or traffic queuing problem exists on the site or in the vicinity because of the facility, the Community Development Director, Police Chief, and/or Public Works Department may require the applicant to prepare a parking demand analysis or traffic study queuing analysis and the applicant would be required to provide measures to alleviate the problem. Design Review The proposed project would be developed within the southeastern corner of the existing Costco Warehouse parking lot adjacent to El Camino Real and Myford Road. A grade change exists between EI Camino Real and the subject site and there is an existing CMU block wall that will provide added screening of the gasoline station from EI Camino Real. The project includes a .12,684 square foot canopy over the proposed fueling stations which will be supported by sixteen (16) CMU columns which will have an exterior treatment of split and smooth face to match the existing warehouse building. The canopy will be painted white with an area towards the center of the canopy (on each side) designated for future signage (see proposed elevation). There will be two (2) pieces of equipment on-site which include a clean air separator (approx. 204 square feet) which will be contained within a split-face masonry CMU block wall measuring six (6) feet in height with metal gates for access. Surrounding the separator will be new landscaping for additional' screening. The controller enclosure (approx. 117 square feet) will be painted Camel (#PCTT 20169) to coordinate with the columns and existing Costco Warehouse building and will measure 8'-6" in height with landscaping to provide screening. The clean air separator and controller enclosure will both be located east of the proposed pumps on a raised island. PC Report June 11, 2019 CUP 2018-000181DR 2018-00026 Page 9 • S p SOUTH ELEVATION AND DISPENSER ISLANDS NORTH SIMILAR 9 - x SASS HEVATION AND DISPENSER ISL:WOS WEST SIMILA+°3 Proposed Elevations No buildings are being proposed as part of this project aside from an equipment enclosure containing the equipment controllers. The site currently has some landscaping, and the proposed project includes the installation of new trees, planting and other types of landscaping throughout the existing Costco Warehouse parking lot and within the new fueling area. Additional landscaping will be added to the southeast comer of the shopping center/project site for added screening of the equipment enclosure. 3 ENCL05URE ELECIRICJK ENTRY EICL45URE ELEVATION AWAY FROM CANOPY 5 ENCLOSURE ELEVATION FACING CANOPY 6 Fi1C105URE STORAGE WW MATERIALS S Q crr� .cuw .,--,.. :4'�•,...c u..% wap xwou Proposed Equipment Enclosure&Materials/Colors PC Report June 11, 2019 CUP 2018-000181DR 2018-00026 Pagel 0 Signage As part of the development of the service station,the applicant will be required to have signs pursuant to State Law to advertise the type and pricing of the fuel. The applicant has indicated that the sign plans will be submitted later in time and in conjunction with construction drawings. Pursuant to TCC Section 9403h,.a master sign plan is required for developments in specific plan areas in the City. Accordingly, Condition 1.10 of Resolution 4385 will require the applicant to apply for a Master Sign Program for the property. PUBLIC HEARING NOTIFICATION: A public hearing notice identifying the time, date and location of the public hearing for the project was published in the Tustin News. The applicantlarchitect and property owner as well as property owners within 300-feet of the site were also notified of the hearing by mail. in addition, hearing notices were physically posted at eight(8) locations throughout the property as well as on the City's website. ENVIRONMENTAL: This project is Categorically Exempt from further environmental review pursuant to the CEQA Class 32, "In-Fill Development Projects" in that the project is consistent with the City's General Plan and ETSP and occurs within city limits on a project site of no more than five (5) acres substantially surrounded by urban uses. The project site has no value as habitatfor endangered, rare, or threatened species. The project can be adequately served by all required utilities and public services. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality as follows: Traffic A Traffic Analysis was included with the submittal application which analyzed anticipated trip generation & related impacts, LOS at different intersections and anticipated queueing. A detailed queueing management plan is incorporated into the analysis to accommodate peak demand scenarios at the gasoline station. In addition to the queue management plan, the City has stipulated that during peak demands, three (3) on-site traffic attendants will be present to guide and direct traffic which will mitigate any potential impacts to a less than significant level. Noise Per the TCC, residential properties are designated as Noise Zone 1 and commercial properties are designated Noise Zone 2. Based on these designations, any proposed uses shall be evaluated to ensure that the use not exceed specific noise standards. The PC Report June 11, 2019 CUP 2018-000181DR 2018-00026 Page 11 location of the proposed use is surrounded by an existing retail commercial area and is not located immediately adjacent to any sensitive uses. The nearest residential use is approximately 640-feet to the north (across Bryan Avenue) and approximately 1,350-feet away to the west of the subject property. As conditioned, any noise generated by the proposed gasoline station, including any construction, would adhere to the Tustin Noise Ordinance and General Plan Noise Element. The proposed gasoline station would be compatible with surrounding uses in that scope of operations would be compatible with other uses in the area. Air Quali The construction and operation of the gas station will operate within the ministerial requirements of the Air District and the project has been conditioned with the applicant obtaining approval from the Air Quality Management District (AQMD) prior to issuance of either building or grading permits. The project will require the issuance of an Authority to Construct (ATC) and Permit to Operate (PTO) based on the Air District's review of the project and will utilize the latest technology to meet all local, state, and federal regulations. All tanks and dispensers are equipped with latest Phase I and Phase 11 Enhanced Vapor Recovery (EVR) vapor recovery air pollution control equipment technology per CARE regulations and associated Executive Orders. The Phase I EVR equipment controls the vapors in the return path from the tanks back to the tanker truck during offloading filling operations. The Stage I EVR systems are 98 percent effective in controlling fugitive emissions from escaping into the environment. The Phase II EVR equipment controls the vapors in the return path from the vehicles back to the tanks and are 95 percent effective in controlling fugitive emissions from escaping,into the environment. Water Quality The application for the proposed project included a Preliminary Water Quality Management Plan (PWQMP)and Hydrology Report which addressed and analyzed water quality and on-site drainage. The submitted water quality analysis for the project was reviewed by City staff and demonstrated compliance with the requirements of State Water Quality Regional Control (SWRCB)and other Federal, State and local regulations relative to water quality and drainage. FINDINGS: In determining whether to approve the CUP for the project, the Planning Commission must determine whether the proposed use would be detrimental to the health, safety, morals, comfort, or general welfare of the persons residing or working in the neighborhood, nor be injurious or detrimental to the property and improvements in the neighborhood of the subject property, or to the general welfare of the City of Tustin. PC Report ` June 11, 2019 CUP 2018-000181DR 2018-00026 Page 12 i 1) Pursuant to Section 3.8.2 and 3.7.2.A.l.0 of the ETSP, the Specific Plan allows for service stations with the approval of a CUP. 2) Pursuant to TCC Section 9291c, the Planning Commission is authorized to act on CUPs and impose conditions deemed necessary to protect the public interest and ensure compliance with the General Plan. 3) The proposed use, as conditioned, would not be detrimental to surrounding properties in that the scope of operations for the proposed service station would be compatible and provide support services for the uses in the area. 4) The proposed use is not anticipated to result in parking impacts since the site provides more than the TCC required number of parking spaces to service the existing shopping center and proposed use. Demolition of the existing Goodyear Tire Center building will be replaced with additional parking spaces that will continue to provide adequate parking for the shopping center. 5) The proposed use is not anticipated to result in queueing or circulation impacts as the project has two (2) queue management plans incorporated into the Traffic Analysis to accommodate potential queueing demands. if queues cannot 'be adequately managed by the strategies in the plan, closure of the northbound right turn lane with retractable bollards and re-routing of customers to the next parking aisle will be implemented. In addition to the queuing management plans, the project has been conditioned to provide three (3) on-site .traffic attendants to guide and direct traffic. Through a combination of queueing plans and manned personal for traffic guidance, the use will not impact circulation on the site or within the existing shopping center. 6) The proposed project, as conditioned, adequately addresses anticipated off-site traffic impacts through the installation of a new westbound right turn lane along EI Camino Real'into the Costco Warehouse parking lot at the intersection of Auto Center Drive and EI Camino Real and lane restriping along EI Camino Real to accommodate the new vehicle lane. 7) The proposed use, as conditioned, would not create a noise impact on the surrounding neighborhood since the service station would be subject to the Tustin Noise Ordinance and General Pian Noise Element. 8) The construction and operation of the gasoline station will operate within the ministerial requirements of the South Coast Air Quality Management District (SCAQMD) and the project has been conditioned to comply with SCAQMD air quality standards and all required permits. PC Report June 1.1, 2019 CUP 2018-000181DR 2018-00026 Page 13 9) The proposed use would not be detrimental to the surrounding properties in that the hours of operation of the instruction would be consistent with the general business hours of other businesses within the surrounding vicinity. In determining whether to approve the DR for the project, the Planning Commission must determine whether it can be found that the size, architectural features and general appearance of the proposal will not impair the orderly and harmonious development of the area, the present or future development therein, or the occupancy as a whole. A decision to approve this request may be supported by the following findings: 1) The location, size and general appearance of the proposed service station, canopy and equipment enclosure is compatible of the existing structures and surrounding area in that the proposed improvements, including the canopy, is proportionately sized for the site. 2) As conditioned, the applicant will be required to submit a Master Sign Plan. 3) The height, bulk, and area of proposed use is compatible with the existing Costco warehouse building. 4) Setbacks and site planning have been thoroughly evaluated in that the proposed project location, layout and proximity to the existing Costco Warehouse building has been analyzed and the proposed project complies with the requirements established in the ETSP. 5) Exterior material and colors have been reviewed for the proposed project and they are compatible with the existing warehouse building and other retail tenants within the shopping center. 6) Type and pitch of roofs have been reviewed for the proposed project and the proposed roofed canopy over the fuel pumps is compatible with the existing warehouse building and other retail tenants within the shopping center. 7) Landscaping, parking area design and traffic circulation have been reviewed and analyzed in that the project includes a Traffic Analysis that addressed overall on- site circulation. The installation of substantial new landscaping throughout the project area and within the remaining areas_of the existing Costco parking lot will improve and enhance the overall appearance. 8) Location and method of refuse storage has been adequately addressed in that the proposed project does not propose any changes to the existing refuse function and operation. PC Report June 11, 2019 CUP 2018-000181DR 2018-00026 Page 14 9) Physical relationship of proposed structures to existing structures has been evaluated in that the proposed canopy and small equipment will aid in the function of the gasoline station. The canopy will be proportional in height and area to the other buildings on the project site and within the existing shopping center overall. The location of the equipment is ancillary to the gasoline station and will be screened by either a wall and/or landscaping. 10) Appearance and design relationship of proposed structures to existing structures is consistent and compatible in that the proposed columns and colors for the canopy and equipment enclosure will correspond with the exterior of the existing warehouse building. Proposed landscaping will provide consistency throughout the parking lot and enhance the appearance of the proposed use. 11) Development guidelines and criteria for the ETSP Mixed-Use area as well as the City's Service Station Guidelines adopted by the City Council have been reviewed and incorporated into the project. f1111alk- 4Ena ko , CP El abeth A. Binsack Senior Planner Director of Community Development Attachments: A. Location Map B, Land Use Fact Sheet C. Submitted Plans D. Costco Gas Addition Traffic Analysis E. Queue Management Plan 1 and 2 F. Resolution No. 4385 ATTACHMENT A LOCATION MAP 01 11 . 1,000ft Radius 1,000 ft 500 ft t 4I 4j 300 ft Ili,�,ii=.,r �."•�tr�4'z!+!r! rY J�y,�i► a Y s v Location Map 2541 • 2655 El Camino Real, 92782 ATTACHMENT B LAND USE FACT SHEET LAND USE APPLICATION FACT SHEET 1. LAND USE APPLICATION NUMBER(S): DR 2018-00026/CUP 2018-00018 2. LOCATION: EXISTING GOODYEAR TIRE CENTER BLDG. AND COSTCO WAREHOUSE SITE 3. ADDRESS: 2541 &2655 EL CAMINO REAL 4. APN(S). 500-185-05/500-185-04 5. PREVIOUS APPLICATION RELATING TO THIS PROPERTY: 1992-AMENDMENT TO THE EAST TUSTIN DEVELOPMENT AGREEMENT(ORD. NO. 1082) /MODIFICATION TO SECTOR 12 CONCEPT PLAN/APPROVAL OF VTTM 14610 • SUBDIVIDED 23.9 ACRE SITE INTO SIX(6) NUMBERED LOTS FOR 274,175 SF RETAIL COMMERCIAL CENTER • INCLUDED TWO MAJOR RETAIL TENANTS (COSTCO& K-MART)AND FIVE INDIVIDUAL PAD TENANTS 6. SURROUNDING LAND USES: NORTH: RESIDENTIAL SOUTH: COMMERCIAL EAST: COMMERCIAL WEST: COMMERCIAL 7. SURROUNDING ZONING DESIGNATION: NORTH: PC RES--PLANNED COMMUNITY RESIDENTIAL SOUTH: PCMU-PLANNED COMMUNITY MIXED USE WEST: PC COMM-PLANNED COMMUNITY COMMERCIAL EAST: PCMU-PLANNED COMMUNITY MIXED USE S. SURROUNDING GENERAL PLAN DESIGNATION: NORTH: PCR-PLANNED COMMUNITY RESIDENTIAL SOUTH: PLANNED COMMUNITY COMM ERCIAUBUSINESS (PCCB) EAST: PLANNED COMMUNITY COMM ERCIAUBUS[NESS (PCCB) WEST: ACR-PLANNED COMMUNITY RESIDENTIAL 9. SITE LAND USE: A. EXISTING: COSTCO WAREHOUSE, COSTCO PARKING LOT, GOODYEAR TIRE RETAIL STORE AND GOODYEAR PARKING AREA(APPROX. 3.5 TOTAL ACRES) B. PROPOSED: DEMOLISH EXISTING GOODYEAR TIRE CENTER BLDG. &ADJACENT PARKING AREA AND REPLACE WITH NEW PARKING STALLS AND LANDSCAPING, DEMOLISH PORTIONS OF EXISTING COSTCO PARKING LOT AND EXISTING PARKING STALLS AND THE ADDITION AND INSTALLATION OF 16 FUEL PUMPS AND ASSOCIATED LANDSCAPING. C_ GENERAL PLAN: PLANNED COMMUNITY COMMERCIAUBUSINESS(PCCB) PROPOSED GP: SAME D. ZONING (500-185-051500-185-04): PC-MU PLANNED COMMUNITY-MIXED USE PROPOSED ZONING: SAME DEVELOPMENT FACTS: 10. LOT AREA: 10.77 AC APPROX. (COSTCO SITE WJBUILDING AREA: 120,920 SF) 1.02 AC APPROX. (GOODYEAR SITE/BUILDING AREA: 9,136 SF) 11, PARKING: Parking Parking Required (per TCC) Provided Costco 544 605 Kmart 474 530 Pad B 37 32 Pad C 37 32 McDonalds 18 55 Total Parking 1110 1254 1254 STALLS PROVIDED, REQUIRED PARKING: 1110 STALLS (TCC) 12. SITE ACCESS: THERE ARE FOUR (4) VEHICULAR ACCESS POINTS FOR THE SITE. PRIMARY ENTRY AND EXIT POINTS FOR THE SITE ARE PROVIDED BY 46-FOOT WIDE BRYAN AVE DRIVEWAY, WHICH IS SIGNALIZED, AND A 50-FOOT-WIDE DRIVEWAY OFF EL CAMINO REAL AT AUTO CENTER DRIVE THAT IS ALSO SIGNALIZED_ 13. PROJECT IMPROVEMENTS: DEMOLISH EXISTING GOODYEAR TIRE CENTER BUILDING & ADJACENT PARKING AREA AND REPLACE WITH NEW PARKING STALLS AND LANDSCAPING. ADDITION AND INSTALLATION OF 16 NEW FUEL PUMPS FOR NEW GASOLINE STATION WITH LANDSCAPING. ATTACHMENT C SUBMITTED PLANS i - - - -- - ----- --- - '830S +_ — PAD B I ,', PADC -- o- B230SF ri — _ 8,271 SF _ ..,.oor 1 15.1 LU LOT 4 TE r: j_� `` --- °------ RAJ - �ti ���� �� � I ';I fi.__ _�- ---- -------T- � m f z` • f.i a 1 , -rrn 1.1.IT Trl;u 1,111T MI I I I I l , Wks Ir {I1 ! _ �'•��I_I I-IIIt` 1� T i" 1 •`ph � u I, u - EXISTiNGZ " r d _ KF3Afi PARCEL _ I I I I��I I I t RI l — 105,318SF AA vE -------------- —_ __-.______ *_— -_A G'VYIMt_QlVJ1l'_....__- - - ----------- -`I I—w+vr�__ —.-..___—'_ _ -_ - cwl"__..�.._.— P•.PP _- Iis r�.��. �— �—. _ .---. •------ — —a. PROJECT DATA PRMSMGM; �roruAm,LOxuPA1AW09PAd5 Pwe VICINITY MAP QUIT. WSTCO YAIOLE9ALE PROPOSEDGASOULOPV 12M SF. MATED TOXIC CAMRIOAOREEN PAIHHDmouRLDLRCRY TU0122 G. 999 LAPI DRIVE PRWOSED CONTROLLER EIA:I=M RE 121 SF. SLALOM 000E 56STALLS wSF.R4.5137Q JE STALLS ISSADUAN,WAM. PALHHGPROVIDM 32 STALLS Mft" PROLECTAMUSS 20MELMHORFAL ERSTINOCa9TCOPAARIAJ. REaD WORT TE RIEBLCYCLE ,wT.A rM TUS7M,CA94ID2 M MIDESTALLS HSSTAM PAIDTIIG T5%1' 3ems PAD EASING SITE AREA IONACRES(fR,6 U.) pQ 1DWDESIALL3 491 SIN.LS PADVC>ELI:. SBAG.S PALTARG REQIRED BYaTY _ GO(L YFUWSREAfiBL• 100 A[Y7E9I43,4194F.) Wo.l[ANIACAP STALLS IJSIN.LS RADLT.EM 0WRVBDCIEPARINIQ 6STALLS 47115F,%45I1D70: OT STALLS IDIAL SITE AREA 11.97ACRES021M&F..) TOTAL PARNIq 1-1 PROYIIG. DSTALLS PAWIGROVIOM: 32 STALLS 8 NO.OFSULLS PBL 1005 F. (FGD FUNRE MCRLC MICLE BOWDIFES lKSPLAI RE.SE€FJIPFLPAREDBT OF SUI OMAREA: E155TALLS CRIRGIISGSIATIG49: 4STALLS TOTAL PARLTIlOREOQ BYCRY: 419MLLS SDA PEORTATKIt ULLRYALCTYARCIATECTSSITE PROPOSEOCOSTCOPAROO, PF5NM (STALLS TOTAL PARKHOREOD PER 110ERS rA69TAUS PLMOATED99T• M 9WIDESTALLS 46STALLS TOTAL PRDMVL 619STALIS 20"M PC OQAEEPCLAL.E.TUSTFI OVERLAY p 9WIDELOWEVISSIQY 9EPI'M IEWERPARKHOPATA' - VANPOOIIELECIRCAL E135THGEDLART ERMHGBIMDHGDATA: VENCLEPARAIA WALLS PAII]MREOUPLEDOYCRY E1051110 BLILDHOARFA 115,7716 F. O 1DWDESFALLS 140 STALLS 105.7193F.N441D00 474 STALLS + iO4-IlW23 M114011RECEL)TER 6lo9 S.f. HAFIDIW STALLS IJSIALLB 105JIKF.A5MD00PERO"6 Rl STALLS APRIL 16,2010 M911010TALBUILDI10 1X1,9"9 F. TOTAL PARRlW* GMSTALLS PARDIIO PrMWED: 530 STALLS NDTEB: RED'OPARNtl 1: I S 1J0977TD CONOFTIO mm TO BE FIELOVEMEO. PROPOSED GOODYEARTIRE CURIA 4A D %i3GSF. REOTIPAIIMPEROCSRS: 605STALLS EWUMQNLM SITE PLN E� gj�COSTCO WHOLESALE D: 55 SITE PLAN DD11-08 TUSTIN, CALIFORNIA APRIL 15, 2019 f flYAi Y v. _. ��_ —�—• - - nen ��1 TTX€-ilk 0 4 n I}� r�SI.VVi1lWS �I � F"1 '- I _� 1 PADC I a 3.810 rl�f ' PAD I :.p 8.230SF i _ 6.271 SF S+ ------- I - - -- -,t� ------- - w`, LOT e h ' IV I— I-. _ �� 1- i �. :C1-�I'-m-r-I-t-rr•�r•1•t-r• �-I�'7�11 m I I I[I I I 1 1 1 r l I I I lull I f k I I n- ,�r�,€a Irill i I �•S ,.J.. � -� � ,• _ {-A-�--li "— � yI�. 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''_ I R''L E`� •�,= II'lIl'r' I'I +l' I' I 'I'Inl = 1V ITICIIIII l I'lIIIU [_ [k} }Ii {1C� �JIIIIIl1lIIIlIIIII IiIU,t. _ ' I l f 1 41 I l—_ -L 1 1 1 1 1 l l l i l 1 1 1 1 1 l l l t f l l•^ ' i I!€ �. , ' \!!.i-i..: 1 11 --- ----------- - __LU,..w-...1.L-_.1-� TUSTIN t.A 512 mnauwwax rusrxuerm ll.h 8413SU APRIL10.2010 2018 OEMOtIT,ON SITE PLM COSTCO WHOLESALE_ DEMOLITION_ SITE PLAN CIMM8 TUSTIN, CALIFORNIA APRIL 15, 2019 �� -_ _ ---------_ -- �-- -- -- - --- - ------ -- - - -_---------- -- -- ----- - - - - .`_^_. -- ---- — AV@l - - - - __ L11ki P AYL l _ - - -- — :-0 PAD - 8PDC ' JA- Comm 8.2305E 271 F1I - I: I IIAIIHL LOT 4 I I I I I r4. F�+d - III � � - �, *1 I �I I Ii�'��'�'�''' •1��,�ti• 4 � m.. pR mii,� � I d i _.� z-- aa. Is 1.1 mmf E f L C'_ - _ rte• _c _ iI j° � �� ---_��--'"� - -�F �— -_ - - I.'TT i�I�yl k�� 1���;lil li ;,,:�` ;,'•I�� - -�� -------------I�-- ' � I I _ rrn-rrrrl i arfl-1-1 111,11T FIT IT Ilfl I �I_AII I11�E EXIONG WART PARCEL -- — i / I;�} t i ' 103.3185E 11 w I .,1 1INN I !` g+ o m e w L_ I � •4y '' I u� 1 Gll!1 L!J I 0-L.-LLLI_LL11l ----- - -- - -�-G� -- — � - - Al TMIN,eA 4�� — = k - - -_ - T= .-. .- =sem• •--�------r-- ----=+-`-----— - - -- ---.—Y - - - ------- ---`--------F----e-«-c-TM_-II- -- - *F' __ ----- ---------- ---- -----------_ -- --------i ANBAL --------------= ----7--------------=-------- - -------------- --------- --------- -- --------- r - --- - - - --- -------- assaditrni¢x ---- -- -- ---- ------- -- ----- �s��em�� N6M G9IidQ I ti 94188843 APRIL19,2919 PUE OWWRY ROUTE COSTCO WHOLESALE FUEL DELIVERY ROUTE DD13-08 TUSTIN, CALIFORNIA APRIL 15, 2 019 I I I I I I I I I l M t I I l I � I I Lu PF NkE mom � I ------------------ ,\ , 9y \� � '� , • . a r -------------------------------- - ®oA_aQ.a—rrs.,.--ao4--adc.--.-, __ V V A I mar - te-----------------i ------------------ CN I a� ..`` -----w-------------------\--- -- -------- -- --1 \ a • ,. r _r4t a <= -------------- _ _ I G � � • �' � t � I I � � �aiws�wwss�s�ltwrss.staws�w _— ___�—________rrrr Cts ! 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'� _ 8Fl1144d •� r 1 i l nc aa'vtrva vivarsa,a ssv -------------------- cmj ® 11 � \ e rm o or rrrrrrr rr 1100 a o a © ----------- -- ------ -------- -------- ------- ----------- --- +---� 1 I \ 1 I1cmi _--- --Edo I 7 ,� j@ 011a1Iot c ---- ---------------- ----------- -=- -==- r"�---=--- 'I I I CSS cam] _ CM3 om Pm cbs7co � T11S71N 77�CA I ' I I` � [iR11ir8H`2tiL'eG i1 G3 8��+ GW3611GW0 9 � I I I I , moi. l0i W9NYEA TJ ryWyp v -------------- - —______--------_— -- ------.,._._--_--------- Il®Il®llm w1-twilswilman=IImgliill� --��- _ IRA S qY -- -4- --- --- -- --------- ------- ------------ APRIL 76,7ll78 ---- ENLARGED $TA.CKIN6 PLAN I COSTCO WHOLESALE_ ENLARGED STACKING PLAN [)D15-0B TUSTIN, CALIFORNIA APRIL 15, 2019- I A FRONTIBACK WALL B SIDE WALL C FRONT WALL 1 SCREEN SECTION y y�_ 4 SCREEN WALL AT CLEAN AIR SEPARATOR AND VENT STACK - r I I1 t I1 j I I If 4)" l4$ M,�`IPIr�IIJ/AI 1 i i i �u U E1 SJ:1 L' 1 VENT STACK AND �.. VENT STACK AND CLEAN AIR PLAN VENT STAGK CLEAN AIR SEPARATOR CART STORAGE 5 �.. x"••rr 7 xva la•rc a u CL iv.vv nn 9 ",.a•rr ni lu comm =i " a... CART-CORRALANp� END ISLANp CURBS TYPICAL PARKING STALL ISLAND ATTREE BASE "STOP'ANp"DO NOT ENTER"SIGNS MEMBER ONLY!ENTER HERE SIGN f�sf[u,cA. 1l acneld.rr mw 1 e.yue+iv mr 13 eve+e•a mi 14Kueia.rr ou x.Kia.ra mw 0122 �auwoirx f"""`"� nmecuuia Pi MA I CLEAR AIR I VAN POOL ' �s APRIL��010 18 PARKING STALLS o BICYCLE RACK(TYP.FOR 5 BICYCLES) SITE oernns u.e.r",a' Lie;r•n. - COSTCO WHOLESALE SITE DETAILS DD41-O8 TUSTIN. CALIFORNIA APRIL 15, 2019 7 =� Li PAMITEO STRIPE AOA ACCESSIBLE PARKING SIGN sura.r ra -17.v f .w ~ 6.ACCESSIBLE PARKING SYMBOL XF wawa ruWnrs.ca v+77 ACCESSIBLE STALLS ENLARGED PLAN Pi A.�' W-F7SlFT3 APf1l5 15,7511 B SrTE MTAILS COSTCO WHOLESALE SITE DETAILS DD42-08 TUSTIN, CALIFORNIA APRIL 15, 2019 -- GENERAL NOSES a.AasmAtM a pswsaAw[E B,,e Ba eora K nBAurD tKp aASAYrmMi Ba ax Y,raa®. ....nK Ba»I.rrA 4Fa10Y,rDs urrNYsvana a.raw Bx rwEu o-eRr:v..L W:r ; Iw au PrY.ew,k,na NAmkFywL rxBnpsJ w nr us,we.a Ya NYr vxe rri,xM 4 an Hw: +,�s,E RNs K,KN Oxw ermslA.[n4wrcmR..,u�.ar.rwF.n(racaw.-, .0®r,vAv t n s:CAer.cL wrw M aW LD2W M GCk«flw.WYlw6f YxYr Nc.R[ADrED w.Ar.rr,xl.Ac YeasAYrus D.LL BE grrPmy A,r[pW,rN:.L cmn PLANS FOR ; cArpAi¢r x r®rM tD IK/DnPr w un.V[ r>wwTx:NYY+Iq m„s aY.umr ' B$Yi N,wC•Ss Ca[I,YI.rY R'EOKxSxF Pi,9AY,(.Y rtALV&R- 'KK DS9CB CEre D[p,mi fi 89YT4Y.f r04 rwGMD Ic,Tl Itrirli.:JrWi[r4#ww:ww. p!GiWRS 'l YiYIPK.OYYrYi u'„x x, d :5.[LK YrDVRr[aR rY rN Y,Ka.RMYr RYC»u,PM MwKw PRECISE GRADING �,s:a,xu xprc,n*`i .writ ro..s�..,.r.,rs. .c:*rann,vsraars ss w+wuu`en axn,vnc+r.., p�rw xsr,r< s:rte wewur ro,E..: r.+i ,.�u aun rr[eew wYaYEc w nc 'x'I C+DSTCO WHOLESALE -� n.MJ[rxw.K mmBKMx! ur..Nu iKwR DOYelrnrn IAxYIry+r[, nF.. iKflr�, - , nr a wA .p:rrwrNn HnYaw A n swvLp runt sa T xpn rao n Ac v c w" .Fw aawr o:n.,u2 TUSTIN*122 .xre.• •. ,.w r � .,sw YLasYKwr,wam oKl wl „rL�Rnw rmmcr wwaYv Yv w,yam..:ri_:uun ,,... 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PAVING NOTES pMrmrB YKYr 1w.a. wrrrl.Fn KArOwFI KwiK.r Y M:AxxO,fw DMIFR[wrt�Pa rs� �ufYWYr - ,.n••�Y. +w.Uwi',wTwYYAr.w rnnw IIPt',wMJr.r xY ML N YG.Ym M 8:wY WK KY4 L H.pAripx.aLr C1rYwr.rPK Ytw,K.C yr,rrTXr PCrfKWEMO 40. 2 s NOY[F[BxYD k w0 ��uLuxrrC,D 0 ,M Vxa# .\ • nRAIEY4Dl 4Ir11 x R FD+iR,[F #r+tf kBDr4,E) ,axwNY T>• ,EIK[EMI B[4xl Wr •"��"°"����� rw a x�m Kwa.P.,srr Bw.,c,.mw Ivl y Ra.(an,w scoot ub>cus.w yr.o.wa w.+Yc xaa vsas..r.Y.rn uw.uI r .OIwYf ++ w tLs+w of � a p � } f t +[.1'.f21MY10 a AwgxL�:ilrsru oY>dA�YAw Ew�la Wt S�xc y,/[py M��C�WOro�FP Iw,Ew.D,F P na.Slu ,Ina I T A flpy,!f MAufl K - a , M�. `IL_-!V{�` `.'"-:` 'Mr �K tK wip.wpru.r ux nC,lq[w 9 PeadY M nlpr.RP 10 [ wD Dw CnikrYuF'PpW ti rf nLF 4 r D u G,.,'Y+ aM IINVrxC fu 6 IIxCN b wrBC�w,n1e lwY.WRx4rL,xL DmTY DYl DirwwP'gat •..jW1Yl T�tl•f��ry�v(W W[lur .YNSGEYffi 6a�Y,rrCfnu3S.aL,@�xF crwwl iTurtr�FW 51wtwN9 , P[onlwur n sroaY Bur BLSA�c',e vTrtcr.rcYx+ xunw Twxww Bas'.x wK Wrr®a u®C rrpJs y-Jr dY,AA uopA .Y�i aPoipc r �� � �R. u� xE{ FOrr EK&D3 R4 l� a•xt NnA'u wwNrMY. 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EROSION CONTROL F[ iSCOE ;,='=;°�` rand �� a CIMPEINIT W,:ml9-*x - SHMT .12 of 12 liRl'�lls °'R — PAD B I a PAD C 8.230 SF sic — — — — — 1074 , I f ENTING r KMART PARCEL `� I 105,319 SF »iM ------- ELCAMINOREAL PROJECT DATA - [MVI4SIIEFREA $0%ACRES I471.$U$FI CWUxEMS1fEMEA I OBALYPFS(f1.94"F) ,..........mom. c....iew� . 9 . / 10114 SITE MEA 11 KNEE _ Sf I TU6TW,G zmE«; PccaI�E�RICAL E tualwavEw.Ax •"'•..:"`:• •.•,•... leA0.GAWrRAlM RIAIDNCAREA ILS,l2A SF ((rr ...�......�..r....-.....�. rw . .� 11RE UNIER 91%9E �?T� ...r....w rn.� .• InTm--ER NUG ITI,BPOSF -- mx ... yye 9® W w.+.....�„ .�.. VC"Act IANiSEAEE SIIENIEA¢ESSBULIAtUl 4W.SifSF LANDSCAPE AREA 62JIAS P PPRCFNTACi Of I AEMRAK ARA N66% aA-z�e0.23 APRIL 16,:019 PROPOSED -Nb.SCAPF W-AN COSTCO WHOLESALE PROPOSED LANDSCAPE PLAN L011,01 TU$T1N, CALIFORNIA APRIL 15. 2019 a x � CY 7 LOTd G mow— .� �,�:.,.��• -- ,�,.� '�, - ,.� _*�" z � III POLE 6A9B as'I'u1. ' 1p��4,p�.15. v + . '•ee , M IllJJ11 aa. 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Aa �,� 1+^i_ a -+ 1 •1� � &t<� r.� �a �, w to .q r� N. . ,, , , .. tr 1.'.w� S �` -� r� €•p — a. �7 !n A R .ea�i PI.AW 6� _�orsM n.r_n ara w_.,��..�'�_�..�•.aw FIY711RF..Ill"_SCRfPT10N G a � SE-1 SOUTH ELEVATION AND DISPENSER ISLANDS(NORTH SIMILAR l 2 EAST ELEVATION AND DISPENSER ISLANDS WEST SIMILAR N �i# "W7W � ...�. lU9TiN MNFH G S ENCLOSURE ELECTRICAL ENTRY ENCLOSURE ELEVATION AWAY FROM CANOPY 5 ENCLOSURE ELEVATION FACING CANOPY 8 ENCLOSURE STORAGE ENTRY . ! , i, Iwl r a w,P K+e y MATERIALS ., -, L + PROPOSED ELEVATIONS COSTCO WHOLESALE PROPOSED ELEVATIONS Do31-a6 TUSTIN RANCH, CA JANUARY 25, 2019 � I COSTCO OkiM�op pnywn PER6PECTNE RENOERINU COSTCO WHOLESALE PERSPECTIVE RENDERING DD32.06 TUSTIN RANCH , CA APRIL 15 , 2019 ATTACHMENT D COSTCO GAS ADDITION TRAFFIC ANALYSIS � KITTELSON & ASSOCIATES uk,14E `A9ze6a 7rC. n8.t997 MEMORANDUM Gate: April 17, 2019 Project#: 23472 To: Krys Saldivar, City of Tustin Public Works Manager—Traffic/Transportation Cc Diana Salazar, Costco Wholesale Warehouse Terry Odle, MG2 From: Neelam Dorman & Michael Sahimi, Kittelson & Associates, Inc Project,. Tustin Ranch Costco Fuel Station Addition Subject: Final —Traffic Analysis Kittelson & Associates, Inc. (KAI) has prepared this updated traffic analysis memorandum for the proposed addition of a Costco Gasoline fuel station to the existing Tustin Ranch Costco Warehouse on EI Camino Real in Tustin, California. The initial traffic analysis was submitted in February 2019 based on initial scoping discussions with City of Tustin (City) engineering and planning staff.The traffic analysis was updated based on comments provided by the City. The following topics are discussed in this memorandum: • Proposed Development • Trip Generation • Intersection Level of Service Analysis • Intersection Queuing Analysis • Fuel Area Layout and Stacking Analysis • Parking Analysis • Fuel Delivery Truck Site Circulation PROPOSED DEVELOPMENT Costco is proposing to build a Costco Gasoline fuel station on the southeastern portion of the parking lot of their EI Camino Real location.The site for the fuel station is currently Costco Warehouse parking,which will be relocated to the west in place of the existing Goodyear service facility (to be demolished). The Tustin Ranch Costco Gasoline fuel station will consist of four islands (sixteen dispensers) with a total of thirty-two (32) vehicle fueling positions. The site plan for the proposed Costco Gasoline fuel station is provided in Figure 1. FILENAME-H:123123472- TUS77N RANCH GAS ADDITIONIRFPOR IJDRAFT23472 COSTCO GAS ADDl170N TRAFFIC ANALYSIS O4152013.00CX S - 0E] ❑ ❑ ❑ `� a CA3SrM �'. ,v V 0 0 0 El ell1 111I1111111I IL - .. � .. I + 1 El1 C3 LZJ 1 n 1 El ❑ } �_ ------ — _ 1 (7 -�alliiilllfiriilrlrillllllErlb -� �'� "' x , „ Vl ]Hil1111111111fE 1L 1 1 a o ------------- _____------------ -----------__-------------- �. {. '•n cbmww-------------------------------------------- PROJECT ❑ATAPROPOSED..GAS TOTAL ADDITIONAL PARKING SPACES PAD B VICINITY RVI A P "i.'.I GSTCO WHOLE SALE PROPOSED GAS CANOPY 12,684 Sf RELATEDT02016CAUFOANtAGRSEN PARKINGREUVREG BY CITY „_,__- TU 1N.CA 119 LAKE DRIVE PROPOSED CONTROLLER ENCLOSURE 4215 F BUILDINGOODE. 56 STALLS 8,2005 F X4.511800 17 STALLS r ISSAOUAH,WAMMI PARKING PROVIDED 32 STALLS "F:...'F:.-".FF-,: 2655 EL CANNO REAL EXISTING COST CO PARKING. RECD SHORT TERM BICYCLE te>se c•r��a P. iL5111t a BDCP TUSRN,CA 92782 Q 9'WIQE STALLS if65TALL5 PARlcING ISYe}' 361KE6 PARC -:=T14:G SITE AREA 10.88AQ8:S(477,S88SF} tz;1 1P WIDE STALL$ 464 STALLS PROVkpED 5Btl(ES PARKING P,EOUiAEO BY CITY c':�•v YEAR SITE AREA 108 ACRES(13.8493.FJ WL.NANDICAPSTALLS 11STALIS REM C1EAN AMR VEHICLEPARKING 69TALLS BTTi SF.%1,51f85Q 37 STALLS TG IAL SITE AREA. 14.97 ACRES(521,531 S F) TOTAL PARKING 623 STALLS PROVIDED 6STALLS PARKING PROVIDED 32 STALLS $I NO OF STALLS PER 140S F REO'D FUTURE ELECTTUC VEHICLE BOUNDARIES THIS PLANREA HAS BEEN PREPARED BY OF BUILDING A : 5.15 STALLS CHARGING STATIONS ISTALLS TOTAL PARKING RECYD BY CITY 619STALLS 7 INFORMATION USING MULVANNY ARCHITECTS SITE PROPOSED COSTCO PARKING PROVIDED ISTALLS TOTAL PARKING REOD PER CCBR'S 818 STALLS PIAN DATED"? 9'WIDE STALLS 148 STALLS TOTAL FAMED 819 STALLS y ZONING PC COMIiERCUI.E TUSTIN OVERLAY ® T MOE LOWEMSSIOW SHOPPING CENTER PARKING DATA VAN POOU ELECTRICAL EXISTING KMANT �' �■ \ E XI STING BUILDING DATA VEHICLE PARXIIIG 5STALLS PARXING REOUIRED BY CITY EXISTING BUILDING AREA 115.724 S F Q 1D WIDE STALLS 418 STALLS 105,319 S F X 4 SMM 474 MALL$ 94-1180-23 E10STING TIRE CENTER 5,196 S F �..HA+IDICAF STALLS 13 STALLS 105.3196,F%5.6'7 WO PER CCAR'S 527 STALLS APRIL 15,2019 EXTSTFNG TOTAL BUILDING 120.92'F' ;,,Pr,!�..IN3 606 STALLS PARKINGPROVIDEQ 530 STALLS Nr:)7F ! .G PER CRY 4511000 544 STALLS EY.I.".TIN�_CNDITIONS TO BE FI ELD VERIFIED. PROPOSE} GOODYEAR TIR€CENTER-DEMO 9,136 S !tLu!;'4'."G PER OC&RS. 9,75 STALLS EXISTING MCCONALDS SITE PLAN COSTCO WHOLESALE PRX;NGPRW11DED T5SAS SITE PLAN DD11-08 T U S T I N, CALIF O R N l n A i'I?1 L. 1 5 X 0 1 9 _,_.. Tustin Ranch Costco Fuel Station Addition Project#.13472 April 17,2019 Page 3 TRIP GENERATION The methodology for the estimated trip generation for the project is outlined in the Costco-Specific Trip Generation Information memorandum (updated December 26, 2018). Table 1 presents the estimated trip generation for the proposed Costco gas addition. The internal capture, pass-by and diverted trip adjustments applied have been approved by City staff. Table 1:Costco Gasoline Peak Hour Trip Generation Characteristics Costco Gasoline Fuel Size W.eekday AM Peak Hour Trips Weekday'PM Peak Hour Trips Station . . Total Trip Ends 32 346 615 (50/50 split) Internal Trips(34%PM) - 209 Total External Trips 346 406 Pass-by Trips(33%AM,37%PM) 114 ISO Diverted Trips(43%AM,37%PM) 149 150 Total Net New Costco Trips 83 106 Evaluating the trip impact of the proposed Costco Gasoline fuel station must account for the fact that it will replace an existing use on site,the Goodyear tire facility. Table'2 presents the net new trips for the proposed project with existing trip credit forthe existing Goodyearservice facility applied.When applying the existing trip credit,the net new trips for the proposed project would be 58 trip ends in the a.m. peak hour and 70 trip ends in the p.m. peak hour. This represents on average approximately one additional net new trip into or out of the site each minute during peak periods, as compared to existing conditions. Table 2:Overall New Trip Differential (Utilizing Existing Trip Credit) AM Peak Hour PM Peak Houl Scenario Total Total Project Trips 83 106 Existing Trip Credit -25 -36 Net New Project Trips 58 70 Trip Distribution and Assignment The traffic volumes figures provided in Appendix 1 show Existing traffic volumes, Project trip assignment, and Existing Plus Project traffic volumes. New Project trips were assigned to the roadway network based on travel patterns determined from the existing turning movements at the site access points. Kittelson&Associates,Inc. Orange,California Tustin Ranch Costco Fuel Station Addition Project M 23472 April 17,2019 Page 4 For example, the existing outbound volumes at the intersection of Auto Center Drive & EI Camino Real inform the percentage of outbound Project trip turn movements at intersection. The driveway assignment was also traced through the intersection of Tustin Ranch Road & EI Camino Real. Existing traffic volumes were not collected at the right-in/right-out driveway on Tustin Ranch Road as this location was not a study location identified by the City. It was assumed that five percent of inbound and outbound project trips would use that driveway,.based on the directional distribution of existing traffic volumes at the surrounding intersections. INTERSECTION LEVEL OF SERVICE ANALYSIS Based on discussion with City staff, the following study locations were evaluated for weekday a.m. and p.m. conditions: • Market Street & Bryan Avenue (Project Driveway) • Tustin Ranch Road & El Camino Real • Auto Center Drive& EI Camino Real (Project Driveway) Level of service (LOS) associated with the project are discussed below. Existing traffic volume data was collected for the weekday a.m. and p.m. peak hours on Wednesday, November 28, 2018. Geometric improvements at Tustin Ranch Road & EI Camino Real would be in place at time of Project opening and have thereby been assumed to be in place in the traffic analyses presented below. In addition,the Project would provide a dedicated westbound right turn lane into the site at Auto Center Drive&EI Camino Real. The study intersections were analyzed using the Intersection Capacity Utilization (ICU) methodology, consistent with City of Tustin standards. Under the ICU methodology, the critical movement and critical movement capacity of an intersection are used to calculate a volume-to-capacity (V/C) ratio. After the V/C ratio is calculated, the ICU methodology assigns a LOS grade (A to F) representing the quality of intersection operations,with LOS F signifying volumes exceeding capacity.LOS grades and corresponding V/C ratios under the ICU methodology are provide in Table 3.The maximum acceptable level of service for the study intersections is LOS D. Table 3: Intersection Level of Service and ICU Values Level of Service Maximum:ICU Value A 0.60 B 0.70 C 0.80 D 0.90 E 1.00 F Above 1.00 Xittelson&Associotes,Inc. Orange,California Tustin Ranch Castco Fuel Station Addition Project#.-23472 April.17,2019 Page 5 Based on the analysis methodology,the results for the Existing and Existing Plus Project LOS for the study intersections is shown in Table 4.All study intersections operate acceptably at LOS A and B under Existing and Existing Plus Project conditions. Table 4:Existing and Existing Plus Project LOS Peak Existing Existing Plus Project # Intersection Control Increase Hour ICU LOS ICU LOS Market St.& AM 0.29 A 0.36 A 0.07 1 Bryan Ave. Signal PM 0.43 A 0.49 A 0.06 2 Tustin Ranch Rd. Signal AM 0.68 B 0.69 B 0.01 & El Camino Real' g PM 0.60 A 0.60 A 0.00 Auto Center Dr. & AM 0.27 A 0.28 A 0.01 3 EI Camino Real Signal PM 0.47 A 0.47 A 0.00 Note:1.Planned and funded intersection improvements at this location are assumed under Existing Conditions. INTERSECTION QUEUING ANALYSIS In addition to the LOS analysis presented above, queues were reviewed for the turn lanes at the Project driveways to determine if signal timing adjustments or additional storage would be required. This includes the outbound left and right turn lanes (northbound left and right turn lanes) and inbound left turn lane (westbound left turn lane) at the intersection of Market Street & Bryan Avenue. The analysis was conducted using Synchro traffic analysis software and signal timing data provided by the City. For the intersection of Auto Center Drive & EI Camino Real, outbound left and right turn lanes (southbound left and right turn lanes)and inbound left turn lane(eastbound left turn lane).Table 5 shows the 95th percentile queues for Existing and Existing Plus Project conditions. As shown in the table, the existing northbound left and northbound right queues (queues out of the Project site) exceed available storage at the intersection of Market Street & Bryan Avenue during the existing p.m. peak hour. Both queues are expected to increase with the addition of project trips. As shown in the table,the available storage for the northbound left turn at Market Street&Bryan Avenue is 105 feet and 60 feet for the northbound right turn; this is the distance from the intersection to the intersection of the closest drive aisle. The total storage available along Market Street is approximately 335 feet. Northbound queues during the p.m. peak hour can be reduced by optimizing signal timing. By updating the cycle length to 60 seconds from the current 103.5 seconds and increasing the northbound maximum split from 19 seconds to 23 seconds,the northbound left turn and right turn 95th percentile queues can be decreased to 113 feet and 42 feet,respectively.The queue for the northbound left turn would exceed capacity by 8 feet. Please note that the storage capacity of 105 feet is defined by the location an internal drive aisle intersection,the full storage along Market Street is 335 feet therefore the 113 foot queue can Kittelson&Associates,Inc. Orange,California Tustin Ronch Costco Fuc!Station Addition Projecr 41 23472 Aprd 17,2019 Page 6 be accommodated with causing significant impacts to on-site circulation. Recommended maximum splits for each movement are as follows: • Northbound left/right: 23 seconds • Eastbound through: 26 seconds • Westbound through: 37 seconds • Westbound left: 11 seconds All other queuing movement were found to have sufficient storage under both Existing and Existing Plus Project conditions. Table 5: Existing and Existing Plus Projekt Queuing Results Available Existing Plus # Intersection Movement Storage Peak Hour Existing Project Increase AM 30 62 32. NBL 105 PM 120 #180 60 1 Market St. & NBR 60 AM 19 30 11 Bryan Ave. PM 62 108 46 WBL 260 AM 44 90 46 PM 100 138 38 AM 18 33 15 SBL 105 PM 54 65 11 Auto Center Dr. AM 0 12 12 3 & EI Camino SBR 95 Real PM 30 31 1 AM 9 19 10 EBL 200 PM 37 52 14 AM - 0 - WBR 155 --- PM #134 #signifies that 95th percentile volume exceeds capacity,queue may be longer. Bold signifies queue that exceeds storage length. FUEL AREA LAYOUT AND STACKING ANALYSIS The proposed fuel station is in the southeastern portion of the parking lot. This location was selected because it is farthest away from the main entry and has sufficient land area to allow for the four dispenser wide by four dispenser deep Southern California gas layout. One other location was previously looked at by Costco which put the gas station on the Goodyear site Costco is purchasing (Preliminary Review Site Plan figure provided in Appendix 1). The site area only allowed for a three dispenser wide by three dispenser deep gas layout. This gas layout is too small for Kittelson&Associates,lnc. Oronge,Colifornio Tustin Ranch Castco Fuel Statlon Addition Project#.23472 April 17,2019 Page 7 this market. The site also was not large enough to allow for the gas delivery truck to be out of the members stacking and dispensing area. The proposed layout of the fuel station has vehicles entering on the east and exiting to the west. This layout directs traffic further into the site to reduce effects on the EI Camino Real. Flipping the layout would have vehicles entering from the west and exiting to the east which would have vehicles queuing towards the signalized driveway and El Camino Real.The City of Tustin requested Costco look at another option to keep the location of the gas station at the most southern portion of the site but rotate it 90 degrees. This north-south layout was analyzed in detail (Analyzed Alternative Site Plan figure provided in Appendix 1). This alternative layout of the fuel station has vehicles entering on the north and existing to the south. This alternative layout creates major conflict between the Costco Warehouse receiving truck maneuvering area and the queue area at the fuel station. In addition, the queue length for this alternative is only 82 feet which is below Costco's minimum queue length area of 100 feet. This layout would also have 27 less parking stalls than the proposed fuel station layout. Based on the analysis, this alternative layout was not selected. The proposed fuel addition would provide a total of 32 fueling positions.The queueing area beyond the pumps extending toward the parking area measures approximately 110 feet in depth. Figure 2 illustrates the queue storage area which holds 32 vehicles in queue in addition to the 32 vehicles at the fueling positions. Vehicular queuing data has been collected at other representative Costco Gasoline fueling station sites to provide reliable information related to the anticipated queues for the proposed station. For purposes of this analysis, Costco Gasoline queuing data collected in 2016 and 2017 was gathered from six Costco Gasoline sites each having 22 or more fueling positions. Table 6 summarizes the four comparable locations. Observed queues were reported for maximum, average, and 95th percentile scenarios during both the Weekday PM peak hour and during a Weekend Midday peak. The 95th percentile queue is defined to be the queue length (in vehicles)'that has only a 5-percent probability of being exceeded during the analysis time period. The industry standard methodology for queuing analysis considers the 95th percentile queues. Table 6:Costco Gasoline Stacking Observations Weekjay PM Peak Queue Weekend Midday Peak Queue Location Dates Collected size (pumps) min Max Average 951h min Max Average 95th Tustin ll,CA 7/28/16&7/30/16 22 11 35 26 34 14 38 29 35 Rohnert Park,CA 8/18/16&8/20/16 24 0 8 3 7 0 22 8 16 Concord,CA 8/25/16&8/27/16 24 0 10 3 8 11 32 19 28 NE San Jose,CA 2/9/17&2/11/17 24 6 6 1 3 10 31 20 29 Temecula,CA 12/8/2018& 30 0 24 11 18 5 26 16 22 12/11/2018 Average 25 3 17 9 14 8 30 1 18 1 26 Kittelson&Associates,Inc. Orange,California Tustin Ranch Costco FuelStation Addition Project#.23472 April 17,2019 Page 8 As shown in Table 6,the highest recorded 95th percentile queue was 35 vehicles observed at the Tustin Il Costco Gasoline site during the Weekend Midday peak period while the lowest 95th percentile queue was 16 vehicles and was observed at both the Rohnert Park Costco Gasoline sites. The average 95th percentile queue for all four sites is 26 vehicles. Within the fuel station area,stacking space is provided for 40 vehicles. Therefore, 95th percentile as well as maximum observed queue of 35 vehicles can be accommodated. With the 32 vehicles fueling at the pump, a total of 72 vehicles can be accommodated without interfering with site operations. Please note that recent data collection at the Temecula Costco site which was recently expanded to 30 fueling positions shows a maximum queue of 26 vehicles. Similar to the number of open cash registers at a grocery store, having more fueling positions available to serve members reduces the number of vehicles that have to wait in the queue.The same is anticipated at the Tustin Ranch site which is proposed to have 32 fueling positions. The fuel station would be equipped with a red-light/green-light system to indicate which pump was open and available to the next person in line. This system improves station efficiency and helps shorten lines of waiting members. In addition, CostcoPay would be in place at the fuel station.The CostcoPay system provides members with a key-chain fob that contains membership and secure payment information. Using the fob instead of membership and credit cards reduces time at the pumps by approximately 35 seconds per transaction.The implementation of both these devices would help reduce time at the pumps which in turn reduces queues. Although not expected,a queue management plan was developed for rare occurrences if the fuel station queues extend beyond the designated queue area. This plan is illustrated in Figure 3 and includes the following measures: 0 Using cones/delineators limit access to the fuel station from the north entry.This would provide additional queueing space for vehicles in the north-south drive aisle. If queues cannot be managed by the strategy shown in Figure 3, the northbound right turn into the parking aisle adjacent to the fuel station would be closed using bollards or similar retractable device to route members to the next parking aisle to provide more queuing area prior to affecting street operations (shown in Figure 4). Both queue strategies would be implemented when the queue reaches the fuel station exit. In addition, and as requested by the City, a second attendant would also be on-site at the fuel station when queues exceed the fuel station area. It is important to note that the additional demand and resultant queuing shown in Figure 3 and 4 is not anticipated with the fuel station addition and is shown only to illustrate how the management plan would operate under extreme/unusual conditions. Implementation of this plan under such circumstances will effectively minimize the impacts of queued vehicles and limit impacts to parking supply, retain appropriate access and onsite circulation. Kittelson&Associates,Inc. Orange,California Tustin Ranch Costco Fuel Station Addition II II II �JI �I �II II I# fII �NAREHOUS�SHALL REQUIRE EM�04EES TO PARK IN ITHESE(36)STALiS '� Imo' I J jai I o " 30' N 24 13-------------------- I �A µ ri LJ I _ Cm i 45' -- --- - - 1 12 '12' o -- -- - - - g2 6 _. ' � ---------- -}116' -� ` 1811 30' 17'-6 18'- Cn O r� ---- - - - -�--}��.��=�- -moi -- - -- r I I EXISTING WALL1-�—— — — EXISTING RM EXISTING TRAFFIC LIGHT SIGNAL PROTECT IN PLACE RIGHT TURN ONLY SIGN _� ------ STREET '--- ---- ---- _..__ —————————— ��— .r"— "_- - - - - CENTERLINE — '�� a -95th percentile queue Stacking Plan Figure �- Maximum observed queues Tustin, California 2 KITTELSON ki, &ASSOCIATES i � �n � �Ir-�Ctf.�a-Ilt�p��-II�m3-UC ��� ��.r +,�■1 � �i tr!$ iir] Iil1) Irl 1::r 1._r t r — v not 6 .. L -, Itatl ■Irl [Ial R11�1] t_:r t r t r - t r r ' � �,� -i-Ct�•]i1C�-iit��f1 -ilttrt+�"l-ilk � � �� ■�, �� IFrI lirtl �Irrl tlrwr7 1::r t r � t r �- t r �' � �b w � �rir�1 ' ■Irn�] �I.rr] �Ir�II 1 . r 1 ••r 4� -- ! 1 r ���� �� �H•+iut�++�LA-II�C�U*`�I�m'S-�I� •*�!'!'�9�T�fi�tl�i �I -// � .�T d f r_ 1 • • • IA .• -• • 4=.1 ••• ••. - • Tustin Ranch Costco Fuel Station Addition "TYP- WAR OUS S l EQiJ1RE EM 0 E TO A IN ESE( 8)SIAL 5 I Boilards for I _ V — rernut�ng traffic i x r Traffic rerouting _r airound bollards � 1 4= n � � 24'� � 13 N\ %\\ 30 Cone off acre s as needed 1Q, .- Im am ---------------- tI I \ O -- 116' 18'-4; 34' 13 titi '� �� � ,� log, _� '_�__,.. ..._ �_--- ,►� -" I .t e ------------- E { _ _ so' !; rel :tom C= ml- ® . �. n i--�---EXiST1NG WALL - EXISTING R/W 4 3 nt EXISTINGTRAFFIC -95th percentile queue ®-Maximum observed queues Queue Management Plan 2 Figure Tustin, California 4 ®-Additional vehicles that can be accommodated prior to interfering with street circulation. �I KITTELSON r `��w & ASSOCIATES Tustin Ranch Costca Fuel Station Addition Project#.23472 April 17,2019 Page 12 PARKING ANALYSIS The proposed site for the fuel station is currently Costco Warehouse parking.To offset the parking lost due to construction of the fuel station, additional Costco Warehouse parking will be provided on the existing Goodyear service facility site which would be demolished as part of the Project. With the proposed Project the number of Costco Warehouse parking spaces would decrease from 623 stalls to 606 stalls. However, the parking provided will stili exceed the City's minimum parking requirement of 544 spaces. In addition, minimum parking requirements for the shopping center as a whole will be met. Shopping center parking requirements and supply by pad are shown in Table 7. Parking spaces abutting the fuel station would be designated for employees to limit interaction with fuel station operations. Table 7: Proposed Shopping Center Parking Supply SupplyPad City Parking Requirement Costco (proposed) 544 606 Kmart 474 530 McDonald's 18 55 Pad B 37 32 Pad C 37 32 While the City's minimum parking requirements for the shopping center as a whole will be met, there are also opportunities for shared parking.Shared parking means that parking facilities are shared by more than one use, increasing the efficiency of the parking supply. Time-of-day factors for various land uses, published by the Urban Land Institute (ULI), show that utilization peaks at different times of day depending on the use.As shown in Table 8, peak utilization for different uses at the shopping center can take place at different times of the day. Table 8:Weekday and Weekend Peak Parking Utilization Land Use Weekday Peak Utilization Weekend Peak Utilization Hour(s) Hour(s) Shopping Center(Typical) 1:00P.M. 2:00 p.m. 3:00 p.m. Fast Food 12:00 p.m. 12:00 p.m. 1:00 P.M. 1:00 P.M. 10:00 a.m. Medical Office 11:00 a.m. 10:00 a.m. 2:00 p.m. 11:00 a.m. 3:00 p.m. Kittelson&Associates,Inc. Orange,California Tustin Ranch Costco Fuel Station Addition Project#.23472 April 17,2019 Page 13 FUEL DELIVERY TRUCK SITE CIRCULATION The City expressed concern on truck circulation turn templates provided as part of Costco-Specific Trip Generation Information memorandum (November 25, 2018). The turn template shown on the figures was run for the largest delivery vehicle used by Costco Wholesale. The largest truck, however, is larger than the fuel delivery trucks, therefore an updated truck turning template figure is provided to better outline the site circulation.As shown in Figure 5,the fuel truck(62.5 feet long) has a smaller turn radius and adequate spacing for maneuverability is provided on-site.As an alternative circulation path,the fuel delivery trucks can be directed to use the Bryan Avenue driveway. SUMMARY OF FINDINGS Based on the analysis provided in this memo, the Project would have the following effect on the topic areas requested for evaluation by the City: 1 • Level of service at study intersections: o All study intersections were found to operate at LOS B or better during the peak hour periods. • Queuing at project driveways: o Project trips increase the northbound left turn and right turn queues exiting at Market Street & Bryan Avenue during the p.m. peak hour. These queues exceed the available storage length as measured to the first drive aisle but can be accommodated along the Market Street drive aisle. Queues can be reduced to be accommodated by the available storage through signal timing and increasing the signal timing split available for the northbound approach. o All other access points were found to have sufficient storage to accommodate Existing and Existing Plus Project queues. • Fuel area stacking: o Adequate queueing capacity would be provided for the fuel station and queue management strategies can be implemented in the unlikely event that queues were to exceed available capacity. • Parking analysis: o With the proposed changes to parking supply, City parking requirements will be met. • Fuel delivery truck circulation: o The revised fuel delivery truck turn template shows adequate spacing for maneuverability on-site. Kittelson&Associates,Inc. Orange,California Y AVE ' ----------- I � ccksyco 11fi1111111111111111L uj U '.� 1117 c ' JIIIIlIII lfltlll�C1116tIIIQII � b�-b{b++�-�-� � e m a ev cn al 111111 1 1 , Comm ��. -.. -_•.. ...,-. __�__- �__ TU 0122 CA ----------- ------------------ _____________-_-___ _______________________{{gAWOREk-_____ ►/LC 94-,7'0.21 APRIL 15,2010 FUEL OELNERY ROUTE COSTCO WHOLESALE FUEL DELIVERY ROUTE DD13-08 TUSTIN. CALIFORNIA APRIL 15. 2 019 "^ - Appendix 1 Additional Figures Tustin Ranch Costco Fuel Station Addition Market St. &Bryan Ave. 4.-665/840 r57/114 'w1 r N„r,r 636/647-0 ______ ___ _ -- � -.— i=� 17/99 1 w oaTustin Ranch Rd. A &El Camino Real cc `54/254 N r76/42S Ri 7 a/ x171/?75 =4-- — i I + I1 I —* ' = — I - . LL ;3/38J w°i 7a�e3 i IIIIIIII! 5471I J: t �l 179/145-- , I S - I fM �• Y _ —__—_ _J . Ed ILI AuL Center _ _:�.,r iY &El Camino Real e-!T JIinim.iiiiiiiiiiiili1116 f o o «o-255/792 Jr x113/94DA, zz Meto M �. II Iflll I� II1�' r 3915193, a~ 52/201 s -- r• , ` .L" • *Intersection improvement project underway to provide a northbound right turn lane,a southbound right turn lane, an eastbound right turn lane,a second westbound left turn Sane and a westbound right turn lane. ##/## AM/PM Peak Hour Volumes EXISTING WEEKDAY PEAK HOUR COUNTS Figure Tustin California A-1 ��,��''KITTELSON i .& ASSOCIATES Tustin Ranch Costco Fuel Station Addition Market St.&Bryan Ave.1 jr46%/24% r — 1-0°w,/21 1 N N a r �,. �� I f -1. I _ ♦tip I� � a`ty ..,.i. I .. ...,•�• ,t Tustin Ranch Rd. SL I Tf1111111'1E I +—R%/1491 -- r„n, /n.+ _ l ^moi i LFII III r _ _ r ITnfl I{ Real 0 ' _n J I I I I I 111.111111 l l l l l El Camino I{ rv�v. I `]7%/.x.8% i i1IIL�I.f�ll+l��ll•I.�, � _ t Ilillllllllilll111 01 1�Il t t Ii11:Idd11 Illll 12%— } 1I- I��I #DVi i i ! a t { -o t �� u Tustin Ranch Rd. _ _ 4 0 8L Drivewa _L - 46 I' intersection improvement project underway to provide a northbound right turn lane,a southboundright turn lane, an eastbound right turn lane,a second westbound left turn lane and a westbound right turn lane. ##1#r r AM/PM Inbound Trip Distribution PROJECT TRIP DISTRIBUTION Figure ##/## AM/PM Outbound Trip Distribution Tustin California A-2 1-iXITTELSONi ,- ir ; Tustin Ranch Costco Fuel Station Addition Market St.1 0-0/0 X13/8 --------------------------------- .., am ---- 0/0 4/7 1 �.C,r Tustin Ranch Rd. 4LO/D Min M% 0/of 212 tt 0/0 T _.. ------ _ 3 &U Camino Real Auto Center DF. ITTf -0/0 '� fli111111ile11111 IIU IPi . ' III�IlJ`IAII.II I x 1. � ..._ V , If I ----------- � - Tustin Ranch Rd. &Driveway t 9Il o� O N 'InterSertion improvement project underway to provide a northbound right turn lane,a southbound right turn bane. an eastbound right turn lane,a seCond westbound left turn lane and a westbound right turn lane ##/## AM/PM Peak Hour Volumes PROJECT PRIMARY TRIP ASSIGNMENT Figure Tustin California A-3 KITTELSON '°. &ASSOCIATES Tustin Ranch Coven Fuel Station Addition Market St. &Bryan Ave. 4--0/a (`34/18 1 ------------------------------------- - _ 100/0 I - wt ==L"g:—=___^ __^ — Y=,==_ /16 Tushn Ranch Rd. -7 63 I r o/Q I t. — a o c ~6/11 i J ` j'14/7 Tiff OAA I I I I 0/000 W..r. 5/4 0/0 1 1 0 —_ ___ --=== - 'sem ------ --®� Auto Center Dr. - Jllllllli.11llllll I IV Fr T &El Camino Real ,11I,21 1 ILII 1I II IIII�� � I !lIll� +, III IIIA �II.lk l IJP, I' I , /14 90/0 " - L i IIIIIII I�I�tl�l{ITICIII� 1 - �� _w ------------ - TL ----------- - - ------------- ------- - ------ --- - - A,4/4 t d A `Intersection improvement project underway to provide a northbound right turn lane,a southbound right turn lane, an eastbound right turn lane,a second westbound left turn lane and a westbound right turn lane. ##/## AM/PM Peak Hour Volumes PROJECT DIVERTED TRIP ASSIGNMENT Figure Tustin California A--4 KITTELSON i`!M►= &ASSOCIATES Tustin Ranch Costco Fuel Station Addition Market St. 0 &Bryan Ave. x17/19 -16/-15w a"o f _ 1l �� _._-- ------------ ;4 — a� --- 16/15 I II { • C i - � - 1 � it i `_ ii' �• — �� �. Cb 1 ,1I1 _T I - - --_ IIlIAuto Center Dr. lIUIIIIII ' o • El CaminoR0 J a.8/24 - j f I I I 1C011111 *--8/-24 13/14 I I III�I[I�I Ill -= �.. —7, Tustin ------------- --- �.... 4 &DrivewayEts�a P w� �A A ##/## AM/PM Peak Hour Volumes PASS-BY TRIP ADJUSTMENT Figure Tustin California A-5 KITTELS©N &ASSOCIATES Tustin Ranch Costco Fuel Station Addition 1 +1,0111111- Ir Ir 1211159z1/1s9 1 ll' -------------------------------- - V 41 ..--_--___-.. ------- ------- _._....... 620/632- 47/137 20/632-47/137 F silo Tustin Ranch Rd. Z* &El Camino Real P,654/254 4-84/441 Q 4-77 r4 — — I I x190/285 I c, k � � I 7—z I CT 58/38 J 186/151 IIiIIIUIIIIII_ J CaminoAuto Center Dr. 7 R97 I Real , IT(TTT lT1TT I, i a o-247/768 x113/94 l ; - 'fu � �I �'>�--�I l: I I I I I,I I I I I I I I I I�C�;� � • � 45/469 ai r}Il, IIIII'I'I" '01'II�I , .o 52/20 35 1 �• I' $i II 1 $ I I I , 'Intersection improvement project underway to provide a northbound right turn lane,a southbound right turn lane, an eastbound right turn lane,a second westbound left turn lane and a westbound right tum lane. ##/## AM/PM Peak Hour Volumes EXISTING PLUS PROJECT TRIPS Figure Tustin California A-6 KITTELSON i c':a &ASSOCIATES BRYAN AVE ---- -- PAB PAC 1 . CAMSIM DOAL�5 ------ ------ F � a MN ` 0 v I I I i I I ul [Hil Is Ili 11111 di [Will ru-LLLU- i • a aa'a � I Lu ojj3 ero• L) 0 �� Q* � LU 71LI, 1 iril UTTFFTMTFTTrr �I i h _ 3 EXnsrlHc I K MART STORE "�' J pa r, '1IT /J ....�ti{ r•da NO,OF STALLS PER 1000 SF. PROJECT DATA OF BVILDINO AREA: 5.27 STALLS VICINITY MAP cbswco CLIENT; COSTCOMOLESALIE PARKING DATA iIVlI S� 999 LAKE DRIVE ❑4 9'WIDE STALLS 91 STALLS TUS71N,CA ISSAOUA.H,WA 98027 ®10'WIDE STALLS 532 STALLS 6122 PROJECT ADDRESS: 2655 EL CAMINO REAL 12��HAHDSCAP STALLS 13 STALLS TUSTIN,CA92782 TOTALPARKING 636 STALLS IusrK Germ EXISTING SITE AREA: 10.96 ACRES(477,588 S.F.) TOTAL SITE PARKING t,317 STALLS S^ GOOD YEAR SITE MEN 1.00 ACRES(43,949 SFJ TOTAL SITE AREA: 11.97 ACRES(521,537 SF.) PROPOSED SITE PARKING: CD ®10'WIDE STALLS -15 STALLS BOUNDARIES THIS PLAN HAS BEEN HANDICAP STALLS -2 STALLS *y'ti. _ INFORMATION: PREPARED BY USING TOT SI7 ARKI O 1,300 STALLS MULVANNY ARCHITECTS R�V SITE PLAN DATED 9197. BUILIXNG DATA' BUILDING AREA 115,724 S.F. 94-1380.23 TIRE CENTER 5,196 S.F. NOTES: FEBRUARY 6,2018 TOTAL13UILCING 120,9205.F. EXISTING CONDITIONS TO BE FIELD VERIFIED. PRELIMINARY SITE PLM[ COSTCO WHOLESALE PRELIMINARY REVIEW SITE PLAN DD11.01 TUSTIN, CALIFORNIA FEBRUARY 6, 2018 OR 11, ❑ _ — .��.. —�- ° El : • _ A l'-' ( I Ax l00x11°0w AIT[PLO A*'--T.M 0- 1 TNICLEN �❑ py 11 I I!f 1 I l f f I I I I� I I L pAT111i•lM1rx.NT IATW "INNAW. ANAJWI�'+�NT6.1 AST A .,.,.-"THA rnlkw NANacveAUNa 1 ARA A111D TNw(1LRr4E ME AT Tow wx 4TAT14P I i'� r. • 1wA Ort n IANIITH 1N I4II.Y 91 "A` —W..."A l T 1R , NTNTINN'mm I:OISiTN 1RTNiN TN[W.A ATATI A A Iy AMEX lA 1@0'-0' i 1 I I i • CSa1'6 iTIR eMUPPTNG YM14x wxg11R CAVTG�� 1 � • A +- PAINK AT 5 'JS'Aii j 1.wwP aF TaCwA I.A I LAJ � _. ❑ -- ❑ ; .. ` / ?-•r WWIICIT OP E0 PA1Stm ATAL"fiIT11 T is SL i z / V i ❑ o o ❑ -- d o c I rL I _s , I w x J111111111 111W11111 p II I 9 - R C 4 I4 IdIIIH1 IIIIf T :t II A --� II l 1 ► 1 4x II �' — � - I El ,. 'Ad T 11.1 --------------_----- ------------------ ------------------------------------ ----- -------------------- L _. cbsim PROJECT DATA R_,F,�E.p GAS TOTAL ADDITIONAL PARKING SPACES ,P"AOS -- y VICINITY 1 IVIA CLIENT COSTCO WHOLESALE POPOSED CAS CANOPY 12,684 S F RELATED TO 2016 CALIFORNIA GREENPMIONG REQUIRED BY CITY TVSTIN.CA 999 LAKE DR VE PROPOSED CONTROLLER ENCLOSURE 121 SF BUILDING CODE S9 STALLS 6.239 S.F.K 45.M00D 37 STALLS 9122 ISSAQUAH,WA W027 PARXING PROVIDED 32 STALLS PP.O,*'CI AODRFSS. 2655 EL CAMINO REAL EXISTING COSTOO PARKING' RFO'D SHORT TERM BICYCLE TUSTIN,CA 92782 91 9WDE STALLS 116 STALS PARK[NG(5'A)' 3BNKE5 PARC E wl!]T,rl(:S'IL AREA 1096 ACRES 1477 S86 S FI Q 10'WIDESTALLS 494 STALLS PROVIDED 5WKE5 PARKING REQUIRED BY CITY G,17):YEAR S.TE AREA 100 ACRES[47,949 S F I FL HANDICAP STALLS 13 STALL$ REQ`0 CLEAN AS VEHICL PARKING S STALLS 8,27181 X 4811000 37 STATS TOTAL SI T=AREA 1197 ACRES 521527 SF I TOTAL PARKING 623 STALLS PROVIDED 6STALLS PARKING PROVIDED' 32 STALLS S NO OF STALLS PER 100 S.F RC(FD FUTURE ELECTRIC VEHICLE BOUNDAMES THIS PLAN HAS BEEN PREAARE0 BY OF BUILDING AREA 5.15 STALLS CHARGING STATIONS 4 STALLS TOTAL PARKING REO'D BY CITY 586 STALLS B INFORMATION USING MULVANNY ARCHITECTS SITE PROPOSED C037CO PARKING PROVIDED 4STALLS TOTAL PARKING REO'D PER CCBR'S 619 STALLS PLAN DATED 997 M 7 NIDE STALLS 434 STALLS TOTAL PROVIDED 949 STALLS ZONING PC COMMERCIAL.-E TUSTIN OVERT AY ® 9 MADE LOW EM.SSIOW SHOPPING CENTER PARKING DATA VAN POW ELECTRICAL EXISTING WART EXISTING BULLDING DATA VEHICLE PARKING B STALLS PARKING REOUIREU BY CITY EXISTING BUILDING AREA 115.724 S F 10 WIDE STALLS 126 STALLS 105,358 S F x 4 V I00D 474 STALLS 94-1380.23 EXISTING TIRE CENTER $,198 S FHANDICAP STALL$ 13 STALLS 105,319 S F X 5 WWW PER CCBR'S. 527 STALLS MARCH 15,2019 EYI3TING TOTAL BUILDING 129.920 S F TOTAL PARSING 579 STALLS PARKING PROVIDED 530 STALLS NOTES'. REQO PARKING PER CITY',4,511000 545 STALLS EXISTING C::FIDITIONS TO BE FIFtD•1C RIFIEO PROPOSED -'JOD YEAR TIRE CENTER-MAID, "IN RE7b PARKING PER OCBR'S 805 STALLS EXISTING MCDONALDS SITE PLAN C+01STC(J WHOLESALE P3M�g a0W BY C[TY 19SSTTA�LLS ANALYZED ALTERNATIVE SITE PLAN oo11-1Q TUSTIN, CALIFORNIA MARCH 15, 2019 Appendix 2 Traffic Counts Type of peak hour being reported:Intersection Peak Method for determining peak hour:Total Entering Volume LOCATION:Market St--Bryan Ave QC JOB#:14853916 CITY/STATE: Orange,CA DATE:Wed,Nov 28 2018 ° Peak-Hour:8:00 AM--9:00 AM 0 0 c c � Peak 15-Min:8:45 AM--9:00 AM 6:36 W o.93 r f:1:S i] ♦ r 1 4 6,3 ? f S.' '+ E64 � 1' � 0 1 � 0 ♦ 1.8 '3 • ! 1 • P 4 :8 o 0 36 40 0 1 74 60 F Quality Counts o DATA TW,0OX-S CC WALONTE5 L , • 4 L 0 0 t 0 0 t t ~ 0 1 t 0 ~ * r F a 0 0 NA • ! t • J t WA ♦ � ♦ N: �r 1 � � � NA i � r NA 5-Min Count Market St Market St Bryan Ave Bryan Ave PenodNorthbound Southbound Eastbound Westbound Total Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Totals 7CIO AM 3 0 1 0 fl 0 0 0 0 15 2 0 3 17 0 _ 41 7 05 AM 4 0 1 0 0 0 0 0 0 20 0 0 3 23 0 0 51 7.10 AM 1 0 0 0 0 0 0 0 0 25 0 0 5 25 0 0 56 7:15 AM 3 0 0 0 0 0 0 0 0 26 0 0 1 27 0 0 57 7:210 AM 3 0 0 C 0 0 0 0 0 39 0 0 4 23 0 0 69 7 25 AM 3 0 1 0 0 0 0 0 0 27 0 0 6 42 0 0 79 7:30 AM 2 0 2 0 0 0 0 0 0 37 1 0 4 32 0 0 78 7.35 AM 2 0 0 0 0 0 0 0 0 31 1 0 2 36 0 0 72 7 Ata AM 0 0 2 0 0 0 0 0 0 44 1 0 1 38 0 0 86 7.45 AM 2 0 2 0 0 0 0 C 0 35 2 0 6 37 0 0 8.1 7:50 AM 1 0 0 0 0 0 0 0 0 38 1 0 3 41 0 0 84 7:55 AM 0 0 0 0 0 C 0 0 0 42 1 0 3 52 0 C 98 855 800 AM 4 0 2 0 0 0 0 0 0 52 2 0 4 43 0 0 107 921 8:05 AM 1 0 1 0 0 0 0 0 0 44 1 0 8 58 0 C 11.3 983 8:10 AM 5 0 1 0 0 0 0 0 0 49 0 0 4 42 0 0 101 1028 8:15 AM 1 0 S 0 0 0 0 0 0 53 2 0 5 57 0 0 123 1094 8:20 AM 3 0 3 0 0 0 0 0 0 45 1 4 59 0 0 115 1140 815 AM 2 0 3 0 0 0 0 0 0 47 2 0 5 73 0 0 132 1193 830 AM 4 0 4 0 0 0 0 C 0 49 1 0 3 57 0 0 118 1233 8:35 AM 1 0 1 0 0 0 0 0 0 58 0 0 n 67 0 0 133 1294 8:40 AM 1 0 1 0 0 0 0 0 0 56 2 0 4 45 0 0 109 1 1317 8:45 AM 2 0 1 0 0 0 0 0 0 65 2 0 3 61 0 0 134 1367 8:50 AM 3 0 2 0 0 0 0 0 0 63 2 0 7 49 0 0 126 1409 835 AM 5 0 4 0 0 0 0 0 0 55 2 0 4 54 0 0 124 1 1435 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 40 0 28 0 0 0 0 0 0 732 24 0 5E 556 0 0 1536 Heavy Trucks 0 0 4 0 0 0 0 20 0 U 16 0 40 Pedestrians 4 0 0 0 4 Bicycles 0 0 0 0 0 0 0 3 a 0 0 0 3 Railroad topped Buse Comments Report generated on 1/9/2019 12:34 PM SOURCE:Quality Counts.LLC(http.//www quahtyCOunts.net)1-877580-2212 Page 1 0T 1 Type of peak hour being reported:i ntersectio=,Pea, Method for determining peak hour:Total Entering Volume LOCATION:Market 5t--Bryan Ave QC JOB if:14853917 Cf'1Y/STATE: Orange,CA DATE:Wed,Noir 28 2018 Peak-Hour;4:35 PM--5:35 PM ° Peak IS-Min:4:45 PM-- S:bQ PM 940 A J t n a 45a .. « J t r « 647 • 0.42 + azl a.3 a a 11 746 • 99 1 R0e1 ]a rt o 1 r + w f 0 w I - [- 344 0 isaF 0 0 0 Quality Counts e a DATA TrW i Lam'-,E54C*^tjN4:Y S L a J t a 0I 7 1 ♦ ♦ 2 0 , f0 0 0 0 r MA Na a � • r,.: .Y•f I E � w� r �. r Mw 40 4 w w r 5-Min Count Market St Market St Bryan Ave Bryan Ave Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Totals 4:00 PM 17 0 16 0 0 0 0 0 0 35 7 0 8 65 0 0 143 4:05 PM 7 0 16 0 0 0 0 0 0 45 5 0 14 64 0 0 151 4:10 PM 13 0 12 0 0 0 0 0 0 34 12 0 9 64 0 0 144 415 PM 16 0 19 0 0 0 0 0 0 46 3 0 6 71 0 0 163 4:20 PM 8 0 6 0 0 0 0 0 0 55 4 0 11 71 0 0 155 4:25 PM 14 0 13 0 0 0 0 0 0 48 10 0 10 80 0 0 175 4:30 PM 1 16 0 7 0 0 0 0 0 0 46 13 0 5 63 0 0 150 MIS PM 14 0 15 0 0 0 0 0 0 40 11 0 11 72 0 0 163 4:40 PM 11 0 11 0 0 0 0 0 0 55 8 0 13 62 0 0 161 4:45 PM 14 0 16 0 0 0 0 0 0 57 17 0 8 81 0 0 193 4:50 PM 15 0 13 0 0 0 0 0 0 54 4 0 13 78 0 0 177 4:55 PM 10 0 11 0 0 0 0 0 0 51 10 0 8 83 0 0 173 1948 5:00 PM 16 0 9 0 0 0 0 0 0 49 9 0 6 64 0 0 153 1958 5:05 PM 15 0 B 0 0 0 0 0 0 61 12 0 5 57 0 0 158 1965 5:10 PM 11 0 11 0 0 0 0 0 0 64 6 0 8 59 0 0 159 1980 515 PM 11 0 12 0 0 0 0 0 0 57 4 0 10 56 0 0 150 1967 5:20 PM 11 0 20 0 0 0 0 0 0 49 5 0 11 87 0 1 194 1996 5:25 PM 9 0 17 0 0 0 0 0 0 51 8 0 10 82 0 0 177 1998 5:30 PM 12 0 15 0 0 0 0 0 0 SB 5 0 10 59 0 0 159 2007 5:35 PM 9 0 13 0 0 0 0 0 0 67 5 0 3 63 0 0 160 2004 5:40 PM 11 0 14 0 0 0 0 0 0 48 9 0 12 69 0 0 163 2006 45 PM 5 0 7 0 0 0 0 0 0 54 3 0 7 57 0 0 133 1946 5:50 PM 10 0 13 0 0 0 0 0 0 48 8 0 6 80 0 0 165 1934 5:55 PM 1 10 0 16 0 0 0 0 0 0 56 4 0 7 68 0 1 162 1923 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 156 0 160 0 0 0 0 0 0 648 124 0 116 968 0 0 2172 Heavy Trutks 0 0 0 0 0 0 0 0 0 0 12 0 12 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 1 0 1 Railroad Stopped Buse Comments: Report generated on 1/9/2019 12:34 PM SOURCE Quality Counts,LLC(http-//www.qualitycounts.net)1-877-580-2212 Page 1 or 1 Type of peak hour being reported:Intersection Peak Method for determining peak hour:Total Entering Volume LOCATION:Tustin Ranch Rd—El Camino Real QC JOB#:14853901 CITY/STATE:Tustin,CA DATE:Wed,Nov 28 2018 2:aa sal Peak-Hour:7:55 AM—8:55 AM o.a 3.4 24 2504 i2o� Peak 15-Min:8:35 AM—8:50 AM az o7 z-5 r r r a e 187 0 58 ! IL 54 « 3131 1.6 0 0J 6 74 • 5 179 F-1 - 11 2.7.0 • 0 509 •271 1 r 171 ' 447 14 1.1 1 r 6.4 ♦ 3.1 , 1 T 87 569 WE 33 4.7 F Quality Gounts7'47 8 � ,' 04 pgrA Trim DINVE5 cOIN3.4t/N"B 1 2 i i ♦ 2 • : 0 I I e , o a e 4 ` a n= NA 7 F 5 Min Count Tustin Ranch Rd Tustin Ranch Rd EI Camino Raul F I Camino Real Period _(Northbound) Southbound Eastbound Westbound Total Hourly Beprining At Lett Thru Right U Left Thru Right U Left Thru Right u Left Thru Right u Totals 7,00 AM 2 21 10 0 8 105 0 1 2 10 12 0 8 2 4 C 185 7:05 AM 2 26 8 0 3 90 1 0 1 3 11 0 15 4 4 0 168 7:10 AM 6 32 7 0 5 109 0 0 3 9 16 0 10 5 2 0 203 7:15 AM 2 36 8 0 4 116 1 0 2 10 13 0 14 1 3 0 210 7 20 AM 4 42 7 0 6 152 0 0 2 3 22 0 10 2 6 0 256 7 25 AM 3 30 5 1 8 163 2 1 3 3 19 0 15 2 1 0 256 7:30 AM 5 42 17 0 5 ISO 1 0 4 12 28 0 15 5 2 0 286 7:35 AM 6 39 6 0 5 134 2 0 7 5 33 0 17 5 2 0 261 7:40 AM 5 46 15 0 6 199 1 0 5 16 30 0 13 8 1 0 345 7:45 AM 6 64 12 0 4 197 2 0 5 7 21 0 14 4 1 0 337 7:50 AM 1 5 47 4 0 9 152 1 0 1 11 31 0 11 9 7 0 1 288 7:55 AM 4 52 15 1 5 152 1 0 4 10 15 0 16 4 7 0 286 3081 8:00 AM 9 50 14 0 8 173 2 0 5 4 16 0 8 5 3 0 297 3193 8:05 AM 2 63 13 1 13 147 5 0 7 19 28 0 18 8 2 0 326 3351 8:1U AM 2 60 16 0 8 185 2 0 3 11 20 0 8 12 3 0 330 3478 8:15 AM 6 50 10 0 7 196 2 0 5 13 17 0 13 8 7 0 334 3602 8:20 AM 7 46 9 0 7 163 0 0 3 13 21 0 26 7 5 0 307 3653 8:25 AM 8 47 12 0 13 213 3 0 2 14 24 0 14 2 2 0 354 3751 8:30 AM 17 32 10 0 10 160 1 0 5 20 25 0 11 5 4 0 290 3755 8:35 AM 19 47 5 0 9 181 1 2 4 19 22 0 10 10 3 0 332 3826 8:40 AM 12 43 13 0 9 204 4 1 7 14 24 0 16 3 4 0 354 3835 8:45 AM 8 40 15 0 14 180 2 0 9 17 32 0 16 7 6 0 346 3844 8:50 AM 3 37 16 0 17 146 1 1 4 25 28 0 15 5 8 0 306 3662 8 35 AM 5 58 25 0 9 134 5 0 1 12 14 0 7 9 6 0 285 3861 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right u All Vehicles 156 520 132 0 128 2272 28 12 80 200 312 0 158 80 52 0 4140 Heavy Trucks 4 4 8 4 20 0 0 12 4 24 0 8 88 Pedestrians 0 4 4 0 8 Bicycles 0 2 0 0 2 0 1 0 0 0 1 0 6 Railroad topped Buse Comments: Report generated on 1/9/201912:34 PM Conn?s,LLC(ht*P 11www gIjAilyrount;ner)1 37-, 58D 2212 Page 1 of 1 Type of peak hour being reported:Intersection Pea', Method for determining peak hour:Total Entering Volume LOCATION:Tustin Ranch Rd -El Camino Real QC JOB#: 1485390'2 CITY/STATE: Tustin,CA DATE:Wed,Nov 28 2018 Peak-Hour:5:00 PM—6:00 PM 0.9 0.3 a 9 a • Peak 15-Min:5:40 PM—5:55 PM � 0 1: 0 J a 4 J a L 738 i 33 l ?Sn r ASS 0.3 i 4 J c u y 145 ► 0.97 • i4 0.7-► , 285 � 103 7 �. + 4:< 0.3 • 0 1 C I, + n I a ♦ r 265 1903 ',3'7 0.4 0.3 ❑3 ;SM Quality Counts 11 0 para ntn.tlWCo44M,J/4nW5 J + L o ;, t 4i 0 1 f 0 � a r n o a T a � N.. prn F.5 Na �' r I '$ NAi NA 5-Min Count Tustin Ranch Rd Tustin Ranch Rd EI Camino Real EI Camino Real Period Northbound (Southbound (Eastbound Westbound Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4.110 PM 7 85 21 0 3 42 2 1 6 22 8 0 23 33 15 C 2t18 4 05 PM 12 120 17 0 8 73 2 0 6 9 7 0 21 19 17 0 311 4.10 PM 13 121 23 0 8 61 3 0 0 3 16 0 27 44 29 0 348 4:15 PM 13 101 22 3 3 45 2 0 5 17 9 0 33 47 23 0 323 4.20 PM 19 134 25 1 8 51 2 0 3 8 6 0 15 37 23 0 332 4:25 PM 22 116 31 0 9 53 7 1 1 14 IO 0 26 40 17 0 347 4:30 PM 16 123 40 0 9 35 4 0 2 11 13 0 17 33 15 0 318 4:35 PM 25 161 20 0 7 64 5 0 4 10 8 0 21 17 7 0 349 4:40 PM 25 127 28 0 15 49 2 0 5 18 9 0 20 51 21 0 370 4:45 PM 12 121 33 1 7 53 1 0 3 22 7 0 20 37 20 0 337 4:50 PM 20 115 23 0 10 53 1 0 2 10 6 0 23 31 24 0 318 4:55 PM 1 19 136 29 1 5 62 5 0 0 6 6 0 28 38 21 0 356 3977 5:00 PM 34 15 0 6 58 5 0 1 8 6 0 24 32 27 0 391 4100 5:05 PM 18 143 27 1 9 43 4 1 3 15 19 0 15 43 22 0 363 4152 5:10 PM 20 122 30 0 14 53 1 2 2 6 10 0 39 44 27 0 370 4174 5:15 PM 18 165 25 4 8 69 4 0 6 14 6 0 35 39 26 0 419 4270 5:20 PM 10 140 27 0 10 40 8 0 4 9 13 0 20 31 25 0 337 4275 5:25 PM 25 157 30 1 12 63 5 0 0 10 6 0 21 24 14 0 368 4296 5:30 PM 17 141 22 2 11 34 3 1 5 19 10 0 21 45 20 0 351 4329 5:35 PM 1 14 157 28 0 8 41 4 0 1 10 1.1 0 33 31 21 0 359 4339 5:40 PM 21 190 32 0 2 63 1 0 1 14 6 0 1 12 -36 15 0 385 4354 5:45 PM 26 142 27 0 4 36 5 0 5 12 6 0 23 38 21 0 345 4362 5:50 PM 35 188 36 0 5 71 4 0 3 8 5 0 17 31 20 0 423 4467 555 PM 27 173 38 2 3 27 4 0 7 20 5 0 15 39 16 0 376 4487 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 328 2080 380 0 44 680 40 0 36 136 68 0 208 388 224 0 4612 Heavy Trucks 0 12 0 0 8 0 0 0 0 0 0 0 20 Pedestrians 0 4 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad topped Busesl Report generated on 1/9/2019 12:34 PM SOURCE Quality Counts,LLC(http://www.qualitycounts.net)1-877-580-2212 Page l of 1 Type of peak hour being reported:Intersection Peak Method for determining peak hour:Total Entering Volume LQCATI©N:Costco Dwy/Auto Center Dr EI Camino Real QC JOB#:14853904 CITY/STATE:Tustin,CA DATE.Wed,Nov 28 2018 59 .5 Peak-Hour:8:00 AM--9:00 AM 9a 7 1g� Peak 15-Min:8:45 AM--9:00 AM 3W t IS } L .. • 3tlJ 4 i � l3 i ) t L? • '�_ �9B r �dS • :... a, r � r 3 5 96S ► it 7 C 3.7 • 19 l f 15 4 E3 3 ; [- 17.' a Quality Counts vATA n Ar MVES CQ*", rt 1F5 J L 1 11 J * rte 0 0 0 s'- Ir � I I V NA � • N� a N 5-Min Count Costco Dwy/Auto Center Dr Costco Dwy/Auto Center Dr EI Camino Real EI Camino Real Period (Northbound) Southbound Eastbound) {westbound) Total Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Totals 7:00 AM 0 0 1 0 1 1 2 0 1 24 3 0 4 14 1 G 5i 7:05 AM 0 0 1 0 2 0 1 0 0 14 1 0 7 19 1 0 46 7:10 AM 1 1 2 0 3 1 2 0 0 20 1 0 7 16 0 0 54 7:15 AM 0 0 1 0 0 0 2 0 0 18 1 0 3 15 2 0 42 7:20 AM 1 0 1 0 0 1 2 0 0 15 4 0 2 18 0 0 44 7:25 AM 0 0 0 0 3 1 1 0 0 14 2 0 5 17 0 0 43 7:30 AM 0 1 0 0 1 0 4 0 2 22 5 0 8 19 4 0 66 7:35 AM 0 0 5 0 0 0 5 0 0 14 4 0 11 20 0 0 59 7:40 AM 0 0 0 0 1 2 2 0 2 31 3 0 7 19 3 0 70 7:45 AM 0 0 5 0 1 0 1 0 1 22 2 0 12 20 2 0 66 7:50 AM 1 0 1 0 1 0 3 0 C 18 7 0 9 22 0 0 62 7:55 AM 1 0 4 0 2 2 1 0 2 25 2 0 10 21 2 0 72 676 8:00 AM 1 0 3 0 1 1 1 0 1 22 5 0 11 21 2 0 69 693 8:05 AM 0 0 3 0 0 1 2 0 2 38 3 0 7 20 0 0 76 723 8:10 AM 1 2 8 0 0 0 5 0 3 28 2 0 3 19 0 0 71 740 8:15 AM 2 0 4 0 0 1 5 0 1 23 4 0 9 26 3 0 78 776 8:20 AM 2 1 7 0 0 1 3 0 0 31 4 0 6 27 2 0 84 816 8:25 AM 1 0 4 0 5 2 3 0 3 32 4 0 13 170 0 84 857 8,30 AM 0 1 5 0 1 0 4 0 0 36 4 0 11 12 4 0 78 869 835 AM 0 1 6 0 3 0 0 0 0 24 5 0 16 28 0 0 83 893 8:40 AM 2 0 4 0 0 0 3 0 0 31 7 0 10 18 1 p 76 899 8:45 AM 2 0 5 0 3 1 2 0 1 37 6 0 5 26 3 0 91 924 8:50 AM 2 0 10 0 2 0 5 0 1 48 5 0 9 15 2 0 99 961 8:55 AM 2 4 4 0 3 0 1 0 3 48 3 0 13 26 4 0 111 1000 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 24 15 76 0 32 4 32 0 20 532 56 0 106 268 36 0 1204 Heavy Trucks 4 4 4 0 fl B 0 28 4 4 8 0 64 Pedestrians 4 0 4 0 8 Bicycles 0 0 0 0 0 0 0 1 0 0 0 0 1 Railroad Stopped Buse Ca.n�mc�nts Report generated on 1/9/2019 12:34 PM SCURCE Quality Counts,LLC(http//www,qualitycounts,net)1-677 SBO-2212 Page 1 of 1 Type of peak hour being reported:tntersection Peak Method for determining peak hour:Total Entering Volume LOCATION:Costco Dwy/Auto Center Dr-- EI Camino Real QC JOB#:14853905 CITY/STATE:Tustin,CA DATE:Wed,Nov 28 2018 221 240 Peak-Hour:4:25 PM—5:25 PM o.5 0 132 6 e3 Peak 15-Min:5:10 PM—5:25 PM o.6 a a r a w + a %7 « 93 J t 132 ! 7018 08 ♦ 0 J t 0 + 06 433 w 0.95 -797 0.2 • r 0-6 546'► 20 1 4r 94 • 737 C10.2 r 0 1 f 7.1 y • ,. 1 f t 43 15 373 4.7 0 2.3 • Quality Counts ' 120 229 0.9 26 AM THAT ORNF_5 C0b>&k*N77FS D, L 2 � �- 0 0 0 s a t L� MA • ♦ NN �,' al I �. Nn r s 5 Min Count Costco Dwy/Auto Center Dr Costco Dwy/Auto Center Dr EI Camino Real EI Camino Real Period (Northbound) SouthboundiEastbound) Westbound Total Hourly __,_d._ _ Totals Reginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4 06 PM 0 2 16 0 6 0 15 C, 9 38 2 0 8 43 7 0 146 4(�S PM 5 2 6 0 7 1 13 0 7 2) 1 0 13 64 13 0 153 4:10 PM 3 4 13 0 7 1 16 0 6 30 0 0 5 79 6 0 170 4:15 PM 4 2 18 0 6 1 10 0 8 37 1 0 9 67 9 0 172 4:20 PM 3 3 11 0 11 1 9 0 8 26 0 0 15 66 16 0 169 4:25 PM 0 0 17 0 6 3 8 0 9 37 1 0 7 59 10 0 157 4:30 PM 4 2 14 0 6 0 8 0 6 60 3 0 9 61 11 0 u4 4:35 PM 4 1 5 0 7 0 13 0 7 30 3 0 12 50 11 0 4:40 PM 7 6 19 0 9 0 11 0 6 51 2 C 7 65 8 0 191 4:45 PM 3 1 1.0 0 5 0 6 0 11 55 0 0 8 52 17 0 166 4:5D PM 3 0 16 0 6 2 10 0 8 32 2 0 9 61 11 0 160 4:55 PM 7 0 8 0 3 1 10 0 5 31 2 0 7 84 19 0 177 1990 5:00 PM 2 1 20 0 4 0 18 0 8 28 3 0 5 66 13 0 168 2012 5:05 PM 7 0 22 0 11 0 5 0 6 34 1 0 9 74 5 C 174 2033 5:10 PM 2 1 8 0 8 0 20 0 12 45 0 0 7 82 10 0 195 2058 5:15 PM 3 0 15 0 8 0 1.1 0 9 35 1 0 5 73 9 0 169 2055 Ljw PM 1 1 3 17 0 10 0 12 0 6 45 2 0 9 65 8 C 178 2064 515 PM 1 0 12 0 13 1 13 0 10 42 0 0 5 46 10 0 153 2060 5:30 PM 1 1 14 0 6 0 12 0 9 42 0 0 7 68 13 0 173 2049 5:35 PM 1 0 15 0 11 0 19 0 9 36 1 0 4 53 8 0 157 2063 5:40 PM 4 3 10 0 8 2 6 0 10 40 0 0 8 67 7 0 165 2037 5:45 PM 2 4 16 0 3 1 13 0 10 34 0 0 3 62 9 0 157 2026 5:50 PM 0 1 13 0 2 1 13 0 5 40 1 0 3 50 12 0 141 2007 5:55 PM 1 0 1 19 0 6 0 6 0 11 50 1 0 7 58 8 ❑ 167 1997 Peak 15-Mon Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Al Vehicles 24 16 160 0 104 0 172 0 108 500 12 0 84 880 108 ❑ 2168 Heavy Trucks 4 0 0 0 0 0 0 0 0 4 8 0 16 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 9 Railroad Stopped Buse Report generated on 1/9/2019 12:34 PM SC JRCE Quality Counts,LLC(ht'pr//www qualitycounts net)1-577 S80-2212 Paye 1 of 1 Appendix 3 ICU Worksheets L Project Title: TUSTIN RANCH COSTCO FUEL STATION ADDITION Intersection: 1. MARKET ST. &BRYAN AVE. Description: EXISTING CONDITIONS DatelTime: AM PEAK HOUR(8:00-9:00) APPROACH MVMT LANES VOLUME CAPACITY VIC ICU ANALYSIS Southbound RT 0.00 0 0 0.00 N-S(1): 0.00 TH 0.00 0 0 0.00 * N-S(2): 0.02 LT 0.00 0 0 0.00 E-W(1): 0.22 Westbound RT 0.00 0 0 0.00 E-W(2): 0.20 TH 2.00 665 3,400 0.20 LT 1.00 57 1,700 0.03 * VIC: 0.24 Northbound RT 1.00 28 1,700 0.00 Lost Time: 0.05 TH 0.00 0 0 0.00 ITS: 0.00 LT 1.00 32 1,700 0.02 * Eastbound RT 0.00 17 0 0.00 ICU: 0.29 TH 2.00 636 3,400 0.19 * LT 0.00 0 0 0.00 LOS: A DatelTime: PM PEAK HOUR(4:35-5:35) APPROACH MVMT LANES VOLUME CAPACITY VIC ICU ANALYSIS Southbound RT 0.00 0 0 0.00 N-S(1): 0.04 TH 0.00 0 0 0.00 * N-S(2): 0.09 LT 0.00 0 0 0.00 E-W(1): 0.29 Westbound RT 0.00 0 0 0.00 E-W(2): 0.25 TH 2.00 840 3,400 0.25 LT 1.00 114 1,700 0.07 * VIC: 0.38 Northbound RT 1.00 158 1,700 0.04 Lost Time: 0.05 TH 0.00 0 0 " 0.00 ITS: 0.00 LT 1.00 149 1,700 0.09 * Eastbound RT 0.00 99 0 0.00 ICU: 0.43 TH 2.00 647 3,400 0.22 * LT 0.00 0 0 0.00 LOS: A *-Denotes critical movement Project Title: TUSTIN RANCH COSTCO FUEL STATION ADDITION Intersection: 2.TUSTIN RANCH RD.&EL CAMINO REAL Description: EXISTING CONDITIONS DatelTime: AM PEAK HOUR(7:55-8:55) APPROACH MVMT LANES VOLUME CAPACITY VIC ICU ANALYSIS Southbound RT 1.00 24 1,700 0.00 N-S(1): 0.15 TH 3.00 2,100 5,100 0.41 ` N-S(2): 0.44 LT 2.00 124 3,400 0.04 E=W(1): 0.19 Westbound RT 1.00 54 1,700 0.00 E W(2): 0.05 TH 2.00 76 3,400 0.02 LT 2.00 171 3,400 0.05 ' WC: 0.63 Northbound RT 1.00 148 1,700 0.05 Lost Time: 0.05 TH 3.00 567 5,100 0.11 ITS: 0.00 LT 2.00 89 3,400 0.03 Eastbound RT 1.00 272 1,700 0.14 * ICU: 0.68 TH 2.00 179 3,400 0.05 LT 1.00 58 1,700 0.03 LOS: B DatelTime: PM PEAK HOUR(5:00-6:00) APPROACH MVMT LANES VOLUME CAPACITY VIC ICU ANALYSIS Southbound RT 1.00 48 1,700 0.01 N-S(1): 0.40 TH 3.00 598 5,100 0.12 N-S(2): 0.20 LT 2.00 96 3,400 0.03 * E-W(1): 0.12 Westbound RT 1:00 254 1,700 0.13 E-W(2): 0.15 TH 2.00 425 3,400 0.13 * LT 2.00 275 3,400 0.08 VIC: 0.55 Northbound RT 1.00 337 1,700 0.14 Lost Time: 0.05 TH 3.00, 1,893 5,100 0.37 ` ITS: 0.00 LT 2.00 275 3,400 0.06 Eastbound RT 1.00 103 1,700 0.00 ICU: 0.60 TH 2.00 145 3,400 0.04 LT 1.00 38 1,700 0.02 * LOS: A *-Denotes critical movement Project Title: TUSTIN RANCH COSTCO FUEL STATION ADDITION Intersection: 3.AUTO CENTER DR.&EL CAMINO REAL Description: EXISTING CONDITIONS DatelTime: AM PEAK HOUR(8:00-9:00) APPROACH MVMT LANES VOLUME CAPACITY VIC ICU ANALYSIS Southbound RT 1.00 34 1,700 0.01 N-S(1): 0.02 TH 0.56 7 952 0.01 N-S(2): 0.00 LT 1.44 18 2,448 0.01 * E-W(1): 0.20 Westbound RT 0.00 21 0 0.00 E-W(2): 0.09 TH 2.00 255 3,400 0.08 LT 1.00 113 1,700 0.07 * VIC: 0.22 Northbound RT 1.00 63 1,700 0.00 Lost Time: 0.05 TH 1.00 9 1,700 0.01 ITS: 0.00 LT 1.00 15 1,700 0.01 * Eastbound RT 0.00 52 0 0.00 ICU: 0.27 TH 2.00 398 3,400 0.13 * LT 1.00 15 1,700 0.01 LOS: A DatelTime: PM PEAK HOUR(4:25-5:25) APPROACH MVMT LANES VOLUME CAPACITY VIC ICU ANALYSIS Southbound RT 1.00 132 1,700 0.04 * N-S(1): 0.10 " TH 0.13 6 229 0.03 N-S(2): 0.00 LT 1.87 83 3,171 0.03 E-W(1): 0.21 Westbound RT 0.00 132 0 0.00 E-W(2): 0.32 TH 2.00 792 3,400 0.27 * LT1.00 94 1,700 0.06 VIC: 0.42 Northbound RT 1.00 171 1,700 0.06 * Lost Time: 0.05 TH 1.00 15 1,700 0.01 ITS: 0.00 LT 1.00 43 1,700 0.03 Eastbound RT 0.00 20 0 0.00 ICU: 0.47 TH 2.00 483 3,400 0.15 LT 1.00 93 1,700 0.05 * LOS: A *-Denotes critical movement Project Title: TUSTIN RANCH COSTCO FUEL STATION ADDITION Intersection: 1.MARKET ST.&BRYAN AVE. Description: EXISTING PLUS PROJECT Date/Time: AM PEAK HOUR(8:00-9:00) APPROACH MVMT LANES VOLUME CAPACITY V/C ICU ANALYSIS Southbound RT 0.00 0 0 0.00 N-S(1): 0.00 TH 0.00 0 0 0.00 * N-S(2): 0.04 LT 0.00 0 0 0.00 E-W(1): 0.27 Westbound RT 0.00 0 0 0.00 E-W(2): 0.22 TH 2.00 648 3,400 0.19 LT 1.00 121 1,700 0.07 * V/C: 0.31 Northbound RT 1.00 64 1,700 0.00 Lost Time: 0.05 TH 0.00 0 0, 0.00 ITS: 0.00 LT 1.00 72 1,700 0.04 * Eastbound RT 0.00 0 0 0.00 ICU: 0.36 TH 2.00 620 3,400 0.20 * LT 0.00 47 1,700 0.03 LOS: A Date/Time: PM PEAK HOUR(4:35-5:35) APPROACH MVMT LANES VOLUME CAPACITY V/C ICU ANALYSIS Southbound RT 0.00 0 0 0.00 N-S(1): 0.05 TH 0.00 0 0 0.00 * N-S(2): 0.12 LT 0.00 0 0 0.00 E-W(1): 0.32 Westbound RT 0.00 0 0 0.00 E-W(2): 0.24 TH 2.00 821 3,400 0.24 LT 1.00 159 1,700 0.09 * V/C: 0.44 Northbound RT 1.00 207 1,700 0.05 Lost Time: 0.05 TH 0.00 0 0 0.00 ITS: 0.00 LT 1.00 201 1,700 0.12 * Eastbound RT 0.00 137 0 0.00 ICU: 0.49 TH 2.00 632 3,400 0.23 * LT 0.00 0 0 0.00 LOS: A *-Denotes critical movement Project Title: TUSTIN RANCH COSTCO FUEL STATION ADDITION Intersection: 2.TUSTIN RANCH RD.& EL CAMINO REAL Description: EXISTING PLUS PROJECT Date/Time. AM PEAK HOUR(7:55-8:55) APPROACH MVMT LANES VOLUME CAPACITY VIC ICU ANALYSIS Southbound RT 1.00 24 1,700 0.00 N-S(1): 0.15 TH 3.00 2,100 5,100 0.41 * N-S(2): 0.44 ` LT 2.00 124 3,400 0.04 E-W(1): 0.20 Westbound RT 1.00 54 1,700 0.00 E-W(2): 0.05 TH 2.00 84 3,400 0.02 LT 2.00 190 3,400 0.06 ` VIC: 0.64 Northbound RT 1.00 154 1,700 0.05 Lost Time: 0.05 TH 3.00 572 5,100 0.11 ITS: 0.00 LT 2.00 89 3,400 0.03 ` Eastbound RT 1.00 272 1,700 0.14 ` ICU: 0.69 TH 2.00 186 3,400 0.05 LT 1.00 58 1,700 0.03 LOS: B Date/Time: PM PEAK HOUR(5:00-6:00) APPROACH MVMT LANES VOLUME CAPACITY VIC ICU ANALYSIS Southbound RT 1.00 48 1,700 0.01 N-S(1): 0.40 ` TH 3.00 59B 5,100 0.12 N-S(2): 0.20 LT 2.00 96 3,400 0.03 ` E-W(1): 0.12 Westbound RT 1.00 254 1,700 0.13 E-W(2): 0.15 TH 2.00 441 3,400 0.13 * LT 2.00 285 3,400 0.08 VIC: 0.55 Northbound RT 1.00 352 1,700 0.14 Lost Time: 0.05 TH 3.00 1,899 5,100 0.37 * ITS: 0.00 LT 2.00 275 3,400 0.08 Eastbound RT 1.00 103 1,700 0.00 ICU: 0.60 TH 2.00 151 3,400 0.04 LT 1.00 38 1,700 0.02 * LOS: A *-Denotes critical movement Project Title: TUSTIN RANCH COSTCO FUEL STATION ADDITION Intersection: 3.AUTO CENTER DR. &EL CAMINO REAL Description: EXISTING PLUS PROJECT DatelTime: AM PEAK HOUR(8:00-9:00) APPROACH MVMT LANES VOLUME CAPACITY VIC ICU ANALYSIS Southbound RT 1.00 72 1,700 0.02 N-S(1): 0.03 TH 0.42 13 713 0.02 N-S(2): 0.00 LT 1.58 49 2,687 0.02 * E-W(1): 0.20 Westbound RT 1.00 47 1,700 0.01 E-W(2): 0.09 TH 2.00 247 3,400 0.07 LT 1.00 113 1,700 0.07 * VIC: 0.23 Northbound RT 1.00 63 1,700 0.00 Lost Time: 0.05 TH 1.00 16 1,700 0.01 ITS: 0.00 LT 1.00 15 1,700 0.01 * Eastbound' RT 0.00 52 0 0.00 ICU: 0.28 TH 2.00 385 3,400 0.13 * LT 1.00 41 1,700 0.02 LOS: A Date/Time: PM PEAK HOUR(4:25-5:25) APPROACH MVMT LANES VOLUME CAPACITY VIC ICU ANALYSIS Southbound RT 1.00 177 1,700 0.05 ' N-S(1): 0.11 ` TH 0.12 7 203 0.03 N-S(2): 0.00 LT 1.88 110 3,197 0.03 E-W(1): 0.20 Westbound RT 1.00 187 1,700 0.08 E-W(2): 0.31 TH 2.00 768 3,400 0.23 ` LT 1.00 94 1,700 0.06 VIC: 0.42 Northbound RT 1.00 171 1,700 0.06 ` Lost Time: 0.05 TH 1.00 18 1,700 0.01 ITS: 0.00 LT 1.00 43 1,700 0.03 Eastbound RT 0.00 20 0 0.00 ICU: 0.47 TH 2.00 469 3,400 0.14 LT 1.00 128 1,700 0.08 * LOS: A *-Denotes critical movement Appendix 4 Synchro Queue and Timing Worksheets Queues 1 ; Market St. & Bryan Ave/Bryan Ave. 0111412019 --* or, *,-- Lane --Lane Group EBT WBL W8T NBL NB Lane Group Flow(vph) 702 61 715 11 ?� vlc Ratio 0.29 0.27 0.25 0.16 0.14, Control Delay 7.1 22.2 2.6 21.1 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 7.1 22.2 2.6 21.1 10.8 Queue Length 50th(ft) 58 14 28 8 01r Queue Length 95th (ft) 106 44 51 30 19 Internal Link Dist(ft) 629 822 131 Turn Bay Length (ft) 255 55 Base Capacity(vph) 3525 806 3574 604 540 Starvation Cap Reductn 0 0 0 0 0 Splllback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced We Ratio JL, 0.20 0.08 0.20 0.06 0.06 Existing AM 0110812019 Baseline Synchro 10 Report Page 1 Queues 3: Auto Center Dr. & EI Camino Real 01/14/2019 L@ne Group EBL EBT WBL .sµ L< <_ NBR SBL SBT SBR Lane Group Flow(vph) 18 543 136 332 18 11 76 15 15 41 vlc Ratio 0.03 0.38 0.21 015 0.08 0.05 010 0.07 0,07 0.13 Control Delay 5.9 12,0 53 7.9 22.2 21.9 5.4 22.2 22.2 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.9 12.0 5.3 7.9 22.2 21.9 5.4 22.2 22,2 0.9 Queue Length 50th(ft) 1 24 0 10 3 2 0 2 2 0 Queue Length 95th (ft) 9 110 39 58 20 15 19 18 18 0 Internal Link Dist(ft) 1070 392 360 241 Tum Bay Length(fl) 200 155 130 105 95 Base Capacity(vph) 884 2422 1067 2850 1342 1439 919 778 825 619 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v1c Ratio 0.02 0.22 0.13 0.12 0.01 0.01 0.08 0.02 0.02 0.07 Intersection Summary Existing AM 0110812019 Basehne Synchro 10 Report Page 3 Timings 1 : Market St. & Bryan Ave/Bryan Ave. 01123/2019 Lane Configurations tT+ tt Traffic Volume(vi 636 57 665 32 28 Future Volume(vi 636 57 665 32 28 Tura Type NA Prot NA Prot Pette Protected Phases 6 5 2 4 Permitted Phases 4 Detector Phase 6 5 2 4 4 Switch Phase Minimum Initial(s) 20.0 3.0 8.0 3.0 3.0 Minimum Split(s) 25.5 7.0 13.5 23,0 23.0 Total Split(s) 60,5 24.0 60.5 19.0 19.0 Total Split(%) 58,5% 23.2% 58.5% 18.4% 18,4% Yellow Time(s) 4.5 3.0 4.5 3.0 3.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0,0 00 Total Lost Time(s) 5.5 4.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode Min gone Min None None Act Effct Green(s) 30.5 5.7 36.5 5,5 5.5 ... Actuated g/C Ratio 0.67 0.13 0.81 0.12 0.12 v/c Ratio 0,29 0.27 015 0.16 0.14 Control Delay 7.1 22.2 2.6 21.1 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 7.1 22.2 2.6 21.1 10.8 LOS A C A C= B Approach Delay 7,1 4,2 16.3 Actuated Cycle Length:45.2 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum vie Ratio,0.29 � Intersection Signal Delay:6.0 Intersection LOS:A Intersection Capacity Utilization 36,E ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1:Market St,&Bryan AvelBryan Ave. 02 ,`1 04 f�'05 Existing AM 01108x'2019 Baseline Synchro 10 Report Page 1 Timings I Auto Center Dr. & EI Camino Real 01123'2019 Lane Configurations tT+ 0 Vii T Traffic Volume(vph) 15 398 113 255 15 9 63 18 7 34 Future Volume(vph) 15 398 113 255 15 9 63 18 7 34 Tum Type pm+pt NA pm+pt NA Split NA pm+ov Spilt NA pm+ov Protected Phases 1 6 5 2 8 8 5 4 4 1 Permitted Phases 6 2 8 4 Detector Phase 1 6 5 2 8 8 5 4 4 1 SWitch Phase Minimum Initial(s) 2.0 8.0 2.0 8.0 3.0 3.0 2.0 3.0 3.0 2.0 Minimum Split(s) SM& 6.5 22.4 6.5 22.4 7.7 7.7 6.5 23,6 23.6 6.5 Total Split(s) 16.5 22.5 24.5 40.4 40.4 40.4 24.5 22.6 22.6 16.5 Total Split(%) 13.8% 18.8% 20.4% 33.7% 33.7% 33.7% 20.4% 18.8% 18.8% 13.8% Yellow Time(s) 3.5 4.4 3.5 4.4 3.7 3.7 3.5 3.6 3.6 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 Total Lost Time(s) 4.5 5.4 4.5 5.4 4.7 4.7 4.5 4.6 4.6 4.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recali Mode None Min None Min None None None None None None Act Effct Green(s) 22.5 17.4 29.7 27.5 5.6 5.6 8.7 5.4 5.4 5.8 Actuated g1C Ratio 0.54 0.42 0.72 0.66 0.14 0.14 0.21 0.13 0.13 0.14 v1c Ratio 0.03 0.38 0.21 0,15 0.08 0.05 0.20 0.07 0.01 0.13 Control Delay 5.9 12.0 5.3 7.9 22.2 21.9 5.4 22.2 22.2 0.9 Queue Delay __0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.9 12.0 5.3 7.9 22.2 21.9 5.4 22.2 22.2 0.9 LOS ®` A B A A C C A C C A Approach Delay 11.8 7.2 10.0 9.9 Ale, fi ' Cycle Length: 119.9 Actuated Cycle Length 41.4 Natural Cycle:65 Control Type:Actuated-Uncoordinated Maximum We Ratio:0.38 Intersection Signal Delay:9.7 Intersection LOS:A Intersection Capacity Utilization 38,7% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 3:Auto Center Dr.&EI Camino Real 0 4- 01 02 �*44 X108 �5 �6 Existing AM 01108/2019 Baseline Synchro 10 Report Page 3 Queues 1 : Market St & Bryan Ave/Bryan Ave. 01'1412019 .rW ry r --* 4,- 4--- Lane Lane Group Flow(vph) 811 124 913 162 172 v1c Ratio 0.50 0.46 0.40 0.50 0.43 Control Delay 12.7 30.3 5.4 28.7 11.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 , h ,. Total Delay 12.7 30.3 5.4 28.7 11,2 Queue Length 501th(tt) 93 37 58 48 9 Queue Length 95th(ft) 179 100 112 120 62 lntemat Link Dist(ft) 629 822 131 Tum Bay Length(ft) 255 55 Base Capacity(vph) 3273 698 3574 523 566 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v!c Ratio 0.25 018 0.26 0,31 0.30 Existing PM 01/08/2019 Baseline Syn chro 10 Report Page 1 Queues 3: auto Center Dr. & EI Camino Real �1�1a;2o19 Lane Group EBL EBT WBL UUBT NBL NBT NBR SBL SST SBR Lane Group Flow(vph) 98 529 99 973 45 16 180 46 47 130 v!c Ratio 0.27 0.32 0.17 0.59 0.23 0.07 0.44 0.23 0.23 0.33 Controi Delay 8.0 123 6.7 14.8 32.8 30.9 7.8 328 32.8 5.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 H 0.0 0.0 0.0 0.0 Total Delay 8.0 12.3 6.7 14,8 32.8 30.9 7.8 32.8 32.8 5.5 Queue Length 50th(ft) 15 71 15 150 17 6 0 18 18 0 Queue Length 95th (ft) 37 122 38 245 51 25 45 54 55 30 Intemal Link Dist(ft) 1070 392 350 241 Tum Bay Length (ft) 200 155 130 105 95 Base Capacity(vph) 599 2010 923 2222 1106 1222 814 600 605 632 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced vac Ratio 0.16 0.26 0.11 0.44 0.04 0.01 0.22 0.08 0.08 0.22 Intersection Summary L Existing PM 01/08/2019 Baseline Synchro 10 Report Page 3 Timings 1: Market St & Bryan Ave/Bryan Ave. 0112120 19 '. �:e ,w.:. "-..t. �h,.4*;-'t8 Lane Configurations tT+ tt Traffic Volume(vph) 647 114 840 149 158 Future Volume(vph) 647 114 840 149 158 Turn Type NA Prot NA Prot Perm Protected Phases 6 5 2 4 Permitted Phases 4 Detector Phase 6 5 2 4 4 Switch Phase Minimum Initial(s) 20.0 3.0 8.0 3.0 3.0 Minimum Split(s) 25.5 7.0 13.5 23.0 23.0 Total Split(s) 60.5 24.0 60.5 19.0 19.0 Total Split(%) 58.5% 23.2% 58.5% 18.4% 18.4% Yellow Time(s) 4.5 3.0 4.5 3.0 3.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 4.0 5.5 4.0 4.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode Min None Min None None Act Effct Green(s) 25.2 8.2 34.9 9.9 9.9 Actuated g/C Ratio 0.46 0.15 0.64 0.18 0.18 v1c Ratio 0.50 0.46 0.40 0.50 0.43 Control Delay 12.7 30.3 5.4 28.7 11.2 Queue Delay OA 0.0 0.0 0.0 0.0 Total Delay 12.7 30.3 5.4 28.7 11.2 LOS B C A C B Approach Delay 12.7 8.4 19.7 Approach LOS B A B Cycle Length:103.5 Actuated Cycle Length:54.9 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum v1c Ratio:0.50 Intersection Signal Delay: 11.7 Intersection LOS: B Intersection Capacity Utilization 46.9w ICU Level of Service A Analysis Period(min)15 S lits and Phases: 1:Market St&Bryan Ave/Bryan Ave. 02 04 �0 5 X486 ,1 Existing PM 01/08/2019 Baseline Synchro 10 Report Page 1 Timings I Auto Center Dr. & EI Camino Real 01!23`2019 * Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT 'SBR Lane Configurations I ?T. Vii tt t r 4 r Traffic Volume(vph) 93 483 94 792 43 15 171 83 6 132 Future Volume(vph) 93 483 94 792 43 15 171 83 6 132 Turn Type pm+pt NA pm+pt NA Split NA pm+ov Split NA pm+ov Protected Phases 1 6 5 2 8 8 5 4 4 1 Permitted Phases 6 2 8 4 Detector Phase 1 6 5 2 8 8 5 4 4 1 Swftch Phase Minimum Initial(s) 2.0 8.0 2.0 8.0 3.0 3,0 2.0 3.0 3.0 2.0 Minimum Split(s) 6.5 22.4 6.5 22.4 7.7 7.7 6.5 23.6 23.6 6.5 Total Split(s) 16.5 22.5 24.5 40.4 40.4 40.4 24.5 226 22.6 16.5 Total Split(%) 13.8% 18.8% 20.4% 33.7% 33.7% 33.7% 20.4% 18.8% 18.8% 13.fflr-� Yellow Time(s) 3.5 4,4 3,5 4,4 3.7 3.7 3.5 3.6 3.6 3.5 Ail-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 , Lost Tlme Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 5.4 4.5 5.4 4.7 4.7 4.5 4.6 4.6 4.5 LeadlLag Lead Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None None None None None None Act Effct Green(s) 33.6 27,2 34.7 27.7 6.8 6.8 9.7 6.9 6.9 11.5 Actuated 91C Ratio 0.57 0.46 0.59 0.47 0.12 0.12 0,16 0 12 0.12 0.20 We Ratio 0.27 0.32 0.17 0.59 0.23 0.07 0.44 0.23 0.23 0.33 Control Delay 8.0 12.3 6.7 14.8 32.8 30.9 7.8 32.8 32.8 5.5 Queue Delay 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.0 12.3 6.7 14.8 32.8 30.9 7.8 32.8 32.8 5.5 LOS A B A B C C A C C A Approach Delay 11.7 14,0 14.0 16,5 Approach LOS ,. , � ... .� . °. LWAM Cycle - a .. Actuated Cycle Length 58.8 Natural Cycle:65 Control Type:Actuated-Uncoordinated Maximum vIc Ratio:0.59 Intersection Signal Delay: 13.6 Intersection LOS: 8 Intersection Capacity Utilization 52.5% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 3:Auto Center Dr.&EI Camino Real 01 h 02 IkO4 *t08 oro 5 -006 Existing PM 01108/2019 Baseline Synchro 10 Report Page 3 Queues 1 : Market St. & Bryan Ave. 0111812019 Lane Group Flow(vph) 718 130 697 77 69 We Ratio 0.37 0.46 0.26 0,32 0.26 Control Delay 10.3 26.5 3.4 25.4 9.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 10.3 26.5 3.4 25.4 9.8 Queue Length 50th(ft) 71 35 32 20 0 Queue Length.95th (ft) 137 90 60 62 30 Intemal Link Dist(ft) 629 822 131 Tum Bay Length(ft) 255 55 Base Capacity(vph) 3398 730 3574 548 519 Starvation Cap Reductn 0 0 0 0 0 Spillbad Capp Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced We Ratios 0.21 0.18 0.20 0.14 0.13 Existing Plus Project AM 01/08/2019 Baseline Synchro 10 Report Page 1 Queues I Auto Center Dr. & EI Camino Real } f 03/13/2019 � 4e '4- -*\ I Lane Group Flow(vph) 49 527 136 298 57 18 19 76 37 38 87 vlc Ratio 0.09 0.39 0.22 0.16 0.30 0.09 0.09 0.21 0.17 0.16 0.22 Control Delay 6.5 13.5 63 10A 4.1 23.7 23.6 5.7 23,4 23.2 3.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.5 13.5 6.3 10.4 4.1 23.7 23.6 5.7 23.4 23.2 3.6 Queue Length 50th(ft) 3 46 9 22 0 4 4 0 8 8 0 Queue Length 95th(ft) 19 111 41 58 0 21 21 19 33 34 12 Internal lank Dist(ft) 1070 392 350 241 Turn Bay Length(ft) 200 155 155 130 105 95 Base Capacity(vph) 836 2268 1000 2791 188 1303 1397 858 717 752 665 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0.06 0.23 0.14 0.11 0.30 0.01 0.01 0.09 0.05 0.05 0.13 Existing Plus Project AM 01/08/2019 Baseline Synchro 10 Report Page 1 Timings 1: Market St. & Bryan Ave. 01!23/2019 Lane Configurations 0 tt Traffic Volume(vph) 620 121 648 72 64 Future Volume(vph) 620 121 648 72 64 Tum Type NA Prot NA Prot Perm Protected Phases 6 5 2 4 Permitted Phases 4 Detector Phase 6 5 2 4 4 Switch Phase Minimum Initial(s) 20.0 3.0 8.0 3.0 3.0 Minimum Split(s) 25.5 7.0 13.5 23.0 23.0 Total Split(s) 60.5 24.0 60.5 19.0 19.0 Total Split(%) 58.5% 23.2%a 58.5% 18.4% 18.4° " Yellow Time(s) 4.5 3.0 4.5 3.0 3.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 4.0 5.5 4.0 4.0 LeadlLag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode Min None Min None None Act Effct Green(s) 27.8 7.9 37.6 6.9 6.9 Actuated g/C Ratio 0.55 0.16 074 0.14 0.14 vlc Ratio 0.37 0.46 0.26 0.32 0.26 Control Delay 10.3 26.5 3.4 254 9.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 10.3 26.5 3.4 25.4 9.8 LOS B C A C Approach Delay 10.3 7.0 18.0 Actuated Cycle Length 50.6 Natural Cycle:60 Control Type Actuated-Uncoordinated Maximum vIc Ratio:0.46 Intersection Signal Delay: 9.4 Intersection LOS:A Intersection Capacity Utilization 40.6% ICU Level of Service A Analysis Period(min) 15 S lits and Phases: 1:Market St.&B an Ave. 432 04 105 X476 r Mi Existing Plus Project AM 0110812019 Baseline Synchro 10 Report Page 1 Timings I Auto Center Dr. & EI Camino Real I 03/1312019 * Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT tt r T r *t if Traffic Volume(vph) 41 385 11.3 247 47 15 16 63 49 13 72 Future Volume(vph) 41 385 113 247 47 15 16 63 49 13 72 Tum Type pm+pt NA pm+pt NA NA Split NA pm+ov Split NA pm+ov Protected Phases 1 6 5 2 8 8 5 4 4 1 Permitted Phases 6 2 8 4 Detector Phase 1 6 5 2 8 8 5 4 4 1 Switch Phase Minimum Initial(s) 2.0 8.0 2.0 8.0 3.0 3.0 2.0 3.0 3.0 2.0 Minimum Split(s) 6.5 22.4 6.5 22.4 7.7 7.7 6.5 23.6 23.6 6.5 Total Split(s) 16.5 22.5 24.5 40.4 40.4 40.4 24,5 22.6 22.6 16.5 Total Split(%q) 13.8% 18.8% 20.4% 33.7% 33.7% 33.7% 20.4% 18.8% 18.8% 13.8% Yellow Time(s) 3.5 4.4 3.5 4.4 3.7 3.7 3.5 3.6 3.6 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1,0 1,0 1,0 1,0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 5.4 4.5 5.4 4.7 4.7 4.5 4.6 4.6 4.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None None None None None None Act Effct Green(s) 23.0 17.5 28.4 23.0 0.0 5.5 5.5 8.7 6.1 6.1 8.9 Actuated g/C Ratio 0.52 0.40 0.64 0.52 0.00 0.12 0.12 0.20 0.14 0.14 0.20 v1c Ratio 0.09 0.39 0.22 0.16 0.30 0.09 0.09 0.21 0.17 0.16 0.22 Control Delay 6.5 13.5 6.3 10.4 4.1 23.7 23.6 5.7 23.4 23.2 3.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0:0 0.0 0.0 0.0 0.0 Total Delay 6,5 13.5 6.3 10.4 4.1 23.7 23.6 5.7 23.4 23.2 3.6 LOS A B A B A C C A C C A Approach Delay 12.9 8.5 11.6 12.7 Cycie L Actuated Cycle Length 44.1 Natural Cycle:65 Control Type:Actuated-Uncoordinated Maximum vic Ratio:0.39 Intersection Signal Delay 11.2 Intersection LOS: B Intersection Capacity Utilization 39.2% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 3:Auto Center Dr.&EI Camino Real 4--- 144 01 02 £34 08 005 - t6 Y Existing Plus Project AM 01/08/2019 BasOine Synchro 10 Report Page 1 Queues 1: Market St. & Bryan Ave. 01/1812019 Lane Group EBT WBL WBT NBL NB Lane Group Flow(vph) 836 173 892 218 225 v/c Ratio 0.56 0.59 0.39 0.60 0.52 Control Delay 15.5 35.4 5.8 33.3 16.3 Queue Delay 0,0 0.0 0.0 0.0 0.0 Total Delay 15.5 35.4 5.8 33.3 16_.3 Queue Length 50th(ft) 119 63 75 75. Queue Length 95th(ft) 198 138 107 #180 108 Internal Link Dist(ft) 629 822 131 Tum Bay Length(ft) 255 55 Base Capacity(vph) 3033 586 3558 440 494' Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced vlc Ratio 0.28 0.30 0.25 0.50 0.46 # 95th percentile volume exceeds capacity,queue may be'longer. Queue shown is maximum after two cycles. Existing Plus Project PM 01/08/2019 Baseline Synchro 10 Report Page 1 Queues I Auto Center Dr. & EI Camino Real 03/13/2019 '# --J' f- -*--- A, -*\ t Lane Group E13L EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow(vph) 135 515 99 808 197 45 19 180 61 62 185 vlc Ratio 0.33 0.36 4.18 0,56 1.05 0,21 0.08 0.41 0.26 0.26 0.36 Control Delay 9.2 14.2 7.6 16.3 91,4 30.6 29,3 7.1 30.2 30.3 4.6 Queue Delay 0,0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 Total Delay 9.2 14.2 7.6 16.3 91.4 30.6 29.3 7.1 30.2 30.3 4.6 Queue Length 50th(ft) 22 71 16 124 -'7 15 6 0 22 22 0 Queue Length 95th(ft) 52 125 39 210 #134 50 27 44 65 66 31 Internal Link Dist(ft) 1070 392 350 241 Turn Bay Length(ft) 200 155 155 130 105 95 Base Capacty(vph) 649 2064 932 2401 188 1171 1294 872 657 662 722 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 4 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0,21 0.25 0.11 0.34 1.05 0.04 0.01 0.21 0.09 0.09 0.26 rOto# Volume exceeds capacity„queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Existing Plus Project PM 01108/2019 Baseline Synchro 9 Report Page 1 Timings 1: Market St. & Bryan Ave. 01123/2019 Lane Group EBT W8L WBT NBL NBR Lane Configurations tT+ tt ' Traffic Volume(vph) 632 159 821 201 207 - Future Volume(vph) 632 159 821 201 207 Turn Type NA Prot NA Prot Pe(, Protected Phases 6 5 2 4 Permitted Phases 4 Detector Phase 6 5 2 4 4 Switch Phase Minimum Initial(s) 20.0 3.0 8.0 3.0 3.0 Minimum Split(s) 25,5 7.0 13.5 23.0 23.0 Total Split(s) 60.5 24.0 60.5 19.0 19.0 Total Split(%) 58,5%0 23.2% 58.5% 18,4% 18A% Yellow Time(s) 4.5 3.0 4.5 3.0 3.0 All-Red Time(s) 1.0 1.0 1.0 1.0 10 Lost Time Adjust(s) 0.0 0.0 0.0 0,0 0.0 Total Lost Time(s) 5.5 4,0 5.5 4.0 4.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode Min None Min None None Act Hot Green(s) 26.6 10.3 41,0 12.7 12.7 Actuated g/C Ratio 0.42 0.16 0,64 0.20 0,20 vfc Ratio 0,56 0.59 0.39 0,60 0.5 Control Delay 15.5 35.4 5.8 33.3 16.3 Queue Delay 0.0 0,0 0.0 0.0 0.0, Total Delay 15.5 35.4 5.8 33.3 16.3 LOS 4W B D A C B Approach Delay 15.5 10.7 24.7 AM- Cycle Le . Actuated Cycle Length:63.6 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum vfc Ratio:0.60 Intersection Signal Delay: 15.0 Intersection LOS: B Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1:Market St.&Bryan Ave. 4- 02 `r�9 Existing Plus Project PM 01/08/2019 Baseline Synchro 10 Report Page 1 Timings I Auto Center Dr. & El Camino Real 03113/2019 EBL EBT W81, WBS' WBR Lane Configurations Vii ttt r " t r +T r Traffic Volume(vph) 128 469 94 768 187 43 18 171 110 7 177 Future Volume(vph) 128 469 94 768 187 43 18 171 110 7 177 Tum Type pm+pt NA pm+pt NA NA Split NA pm+ov Split NA pm+ov Protected Phases 1 6 5 2 8 8 5 4 4 1 Permitted Phases 6 2 8 4 Detector Phase 1 6 5 2 8 8 5 4 4 1 Switch Phase Minimum Initial(s) 2.0 8.0 2.0 8.0 3.0 3.0 2.0 3,0 3.0 2.0 Minimum Split(s) 6.5 22.4 6.5 22.4 7.7 7.7 6.5 23.6 23.6 6,5 Total Split(s) 16.5 22.5 24.5 40.4 40.4 40.4 24.5 22.6 22.6 16.5 Total Split(%) 13.8% 18.8% 20.4% 33.7% 33.7% 33.7% 20.4% 18.8% 18,8% 13.8% Yellow Time(s) 3,5 4.4 3.5 4.4 3.7 3.7 3.5 3.6 3.6 3.5 Ali-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1,0 1.0 1.0 Lost Time Adjust(s) OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 5.4 4.5 5,4 4.7 4.7 4,5 4.6 4.6 4.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None None None None None None Act Effct Green(s) 29.2 22.0 29.4 22.1 0.0 6.9 6.9 10.0 7.5 7.5 12.9 Actuated g/C Ratio 0.53 0.40 0.54 0.40 0.00 0.13 0.13 0.18 0.14 0.14 0.24 v1c Ratio 0.33 0.36 0.18 0.56 1,05 0.21 0.08 0.41 0.26 0.26 0.36 Control Delay 9.2 14.2 7.6 16.3 91.4 30.6 29.3 7.1 30.2 30.3 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 Total Delay 9.2 14.2 7.6 16.3 91.4 30.6 29.3 7,1 30,2 30.3 4.6 LOS A B A B F C C A C C A Approach Delay 13.1 29.0 13.2 14,8 Approach LOS B C B B Cycle Length:119.9 Actuated Cycle Length:54.7 Natural Cycle:65 Control Type:Actuated-uncoordinated Maximum V1c Ratio:1.05 Intersection Signal Delay.20.9 Intersection LOS:C Intersection Capacity Utilization 50.3% ICU Level of Service A Analysis Period(min)15 S tits and Phases: 3:Auto Center Dr.&El Camino Real 4- 00t. 02 I*O4 4408 0056 Existing Plus Project PM 01/08/2019 Baseline Synchro 9 Report Page 1 Queues 1 : Market St. & Bryan Ave. 01/22/2019 --* Lane Group EBT WBL WBT NBL NBR Lane Group Flow(vph) 836 173 892 218 225 v/c Ratio 0.59 0.72 0.41 0.59 0.44 Control Delay 14,1 43.11 6.4 25.4 6.1 Queue Delay 0,0 0.0 0.0 0,0 0.0 Total Delay 14.1 43.0 6.4 25,4 6.1 Queue Length 50th(ft) 93 51 60 60 0 Queue Length 95th(ft) 165 #145 118 113 42 Internal Link Dist(ft) 629 822 131 Turn Bay Length(ft) 255 55 Base Capacity(vph) 1433 247 2206 672 742 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced We Ratio 0.58 0.70 0.40 0.32 030 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Existing Plus Project PM--MITIGATED 01/08/2019 Baseline Synchro 10 Report Page 1 Timings 1 : Market St. & Bryan Ave. 01/23/2019 __* '4'_ Lane Group EBT WBL WBT NBL NBR Lane Configurations ti. tt "� r Traffic Volume(vph) 632 159 821 201 207 Future Volume(vph) 632 159 821 201 207 Turn Type NA Prot NA Prot Perm Protected Phases 6 5 2 4 Permitted Phases 4 Detector Phase 6 5 2 4 4 Switch Phase Minimum Initial(s) 20.0 3.0 8.0 3.0 3.0 Minimum.Split(s) 25,5 7.0 13.5 23,0 23.fl Total Split(s) 26.0 11.0 37.0 23.0 23.0 Total Split(%) 413% 18,3% 61.7% 38.3% 38,3% Yellow Time(s) 4.5 3.0 4.5 3.0 3.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0r' Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5,5 4.0 5.5 4.o 4.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode Min None Min None None Act Effct Green(s) 20,4 6.9 31.3 10.5 10.5 Actuated g/C Ratio 0.40 0.13 0.61 0.20 0.20 vlc Ratio 0.59 0.72 0A1 0.59 0.44 Control Delay 14.1 43.0 6.4 25.4 6.1 Queue Delay 0.0 0,0 0.0 0.0 0.0 Total Delay 14.1 43.0 6.4 25.4 6.1 LOS B D A C A Approach Delay 14.1 12.4 15.6 Approach LOS B B B Intersection Summary _ Cycle Length:60 Actuated Cycle Length:513 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum vlc Ratio:0.72 lntersectton Signal Delay: 13.6 Intersection LOS: B Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period(min)15 S lits and Phases: 1:Market St.&Bryan Ave. 4�2 04 4,05 ­006 Existing Plus Project PM-MITIGATED 01108/2019 Baseline Synchro 10 Report Page 1 Appendix 5 Signal Timing Sheets TUSTIN (TUSTIN RANCH ROAD AREA) BRYAN AV. & MARKET ST. 12/7/2018 9:46 Configuration ---------------------------------------------------------------------- Controller Sequence Priority 1 2 3 4 5 6 7 8 9 10 11 12 Ring 1 Phases 1 2 3 4 1 9 10 1 0 0 0 0 0 0 Ring 2 Phases 5 6 7 8 111 12 1 0 0 0 0 0 0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 In Use. . . . . . X X X X Exclusive Ped . Direction . . . . EB NB EBL WB Overlap A B C D Direction . . . Load Switch Channel/Driver Group Assign (Info Only) : Load Signal' Switch Driver Group (MMU) Phase/ Channel Ovlap Ped 1 . . . . 1 2 . . . . . . 2 3 . . . . . . 3 4 . . . . . . 4 5 . . . . . . 5 6 . . . . . . 6 7 . . . . . . 7 8 8 9 2 X 10 . . . . . . 4 X 11 . . . . . . 6 X 12 . . . . . . 8 X 13 . . . . . . A 14 . . . . . . B 15 . . . . C 16 D v TUSTIN (TUSTIN RANCH ROAD AREA) BRYAN AV. & MARKET ST. 12/7/2018 9:4.6 Configuration Continued ---------------------------------------------------------------------- Enable BIU: 2 2 3 4 5 6 7 8 Terminal/Facilities. . . . . . Detector Rack. . Type 2 Runs as Type 1. MMU Disable. . . . . . . . X Diagnostic Enable. . . . . . Peer-Peer Comm Enable. . . 1 2 3 4 5 6 7 8 9 10 Peer To Peer Addresses 255 255 255 255 255 255 255 255 255 255 Port 2: Port 2 Protocol . . . . . . Terminal Port 2 Enable . . . . . . . . . YES AB3418 Address. . . . . . . 1 AB3418 Group Address. . . . . . 0 AB3418 Response Delay . . . . . 0 AB3418 Single Flag Enable . . . NO AB3418 Drop-Out Time. . . . . . 0 AB3418 TOD SF Select. . . . . . 0 Data Rate . . . . . . . . . . . 1200 bps Data, Parity, Stop. . . . . . . 8, 0, 1 Port 3: Port 3 Protocol . . . . . . . . Telemetry Port 3 Enable . . . . . . . . . YES Telemetry Address . . . . . . . 20 System Detector 9--16 Address. 0 Telemetry Response Delay. 8000 AB3418 Address. . . . . . 0 AB3418 Group Address. . . . . . 0 AB3418 Response Delay . . . . . 0 AB3418 Single Flag Enable . . . NO AB3418 Drop-Out Time. . . . . . 0 AB3418 TOD SF, Select. . . . . . 0 r . Duplex. . . . . . . . . . . . . Full Data Rate . . . . . . . . . . . 1200 bps Data, Parity, Stop. . . . . . . 8, 0, 1 TUSTIN (TUSTIN RANCH ROAD AREA) BRYAN AV. & MARKET ST. 12/7/2018 9:46 Configuration Continued -_--------------------------------------------------------------------- Event Enabling Alarm Enabling Critical RFE'S (MMU/TF) X ALARM 1 . . . . . . . . . . . X Non-Critical RFE'S (DET/TEST) X ALARM 2 . . . . . . . . . . . X Detector Errors . . . . . . . . . X ALARM 3 . . . . . . . . . . . . Coordination Errors . . . . . . . X ALARM 4 . . . . . . . . . . . X MMU Flash Faults. . . . . . . . . X ALARM 5 . . . . . . . . . . . . Local Flash Faults. . . . . . . . X ALARM 6 . . . . . . . . . . . . Preempt . . . . . . . . . . . . . X ALARM 7 . . . . . . . . . . . . Power On/Off. . . . . . . . . . . X ALARM 8 . . . . . . . . . . . . Low Battery . . . . . . . . . . . X ALARM 9 . . . . . . . . . . . . ALARM 10. . . . . . . . . . . ALARM 11. . . . . . . . . . . . ALARM 12. . . . . . . . . . . . ALARM 13 . . . . . . . . . . . . ALARM 14 . . . . . . . . . . . . ALARM 15. . . . . . . . . . . . ALARM 16. . . . . . . . . . . . Supervisor Access Code. **** Data Change Access Code **** MMU Compatibility Program (Info Only) Channel Is Allowed to Time With Channel 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 . . . X- X 2 X X 3 X X . 4 X X . 5 . . . . 6 . . . . 7 . . . . 8 . . . . 9 . . . X X 10. . . X X 11. 12. . . . 13. . . X X 14. . . X X 15. . . Version Info: Software Assy. Part No. Version Boot 27831 2.83 Program 45561 6.5 Application . 3 Help 27891 5.13 Configuration 27908 C0000 TUSTIN (TUSTIN RANCH ROAD AREA) BRYAN AV. & MARKET ST. 12/7/2018 9:46 By-Phase Timing Data ------------------------------------------------------------------ Phase 1 2 3 4 5 6 7 8 9 10 11 12 Direction EB NB EBL WB Minimum Green 0 8 0 3 3 20 0 0 0 0 0 0 Bike Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Cond Sery Min Grn 0 0 0 0 0 0 " 0 0 0 0 0 0 Walk 0 0 0 5 0 5 0 0 0 0 0 0 Ped Clearance 7 7 7 14 7 10 7 7 7 7 7 7 Veh Extension 0.0 5 .0 0.0 2.0 1.5 5.0 0.0 0.0 0.0 0.0 0.0 0.0 Alt Veh Exten 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Extension 0 0 0 0 0 0 0 0 0 0 0 0 Max 1 0 55 0 15 20 55 0 0 0 0 0 0 Max 2 0 40 0 15 20 40 0 0 0 0 0 0 Max 3 0 0 0 0 0 0 0 0 0 0 0 0 Det. Fail Max 0 0 0 0 0 0 0 0 0 0 0 0 Yellow Change 3.0 4 .5 3.0 3.0 3.0 4.5 3.0 3.0 3.0 3.0 3.0 3.0 Red Clearance 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0. 1.0 0.0 0.0 0.0 Red Revert 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6. 0 6.0 6.0 6.0 Act. B4 Init 0 0 0 0 0 0 0 0 0 0 0 0 Sec/Actuation 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Initial 0 6 0 0 0 6 0 0 0 0 0 0 Time B4 Reduction 0 12 0 0 0 12 0 0 0 0 0 0 Cars Waiting 0 0 0 0 0 0 0 0 0 0 0 0 Time To Reduce 0 12 0 0 0 12 0 0 0 0 0 0 Minimum Gap 0.0 4.0 0.0 0.0 0.0 4 .0 0.0 0.0 0.0 0.0 0.0 0.0 TUSTIN (TUSTIN RANCH ROAD AREA) BRYAN AV. & MARKET ST. 12/7/2018 9:46 Power Start, Remote Flash ---------------------------_------------------------------_----------- Phase 1 2 3 4 5 6 7 8 9 10 11 12 Power Start. . . . . X X . External Start . . . X X . Into Remote Flash. X X . Exit Remote Flash. X X Overlap Remote Flash Yellow. A B C D Flash Together . . . X X X X X X . Initialization Interval: Power Start . . . . . . . . Green External Start. . . . . . . Green Power Start All Red Time. . 6 Power Start Flash Time. . . 8 Remote Flash Options: Out of Flash Yellow . . . . NO Out of Flash All Red. . . . NO Minimum Recall. . . . . . . NO Alternate Flash •. . . . . . NO Flash Thru Load Switches. . NO Cycle Through Phases. . . . NO TUSTIN (TUSTIN RANCH ROAD AREA) BRYAN AV. & MARKET ST. 12/7/2018 9:46 Option Data --------------------------------------------------------------------- Phase 1 2 3 4 5 6 7 8 9 10 11 12 Guaranteed Passage . . Call To NonActuated 1 . X X . Call To NonActuated 2 . X X . Dual Entry.. . X X . Conditional Service . . . Conditional Reservice . . Actuated Rest in Walk . . . Flashing Walk . . . . . . Enable Programmable Options Dual Entry. . . . . . . . . . . ON Backup Protection Group 1 . . . . OFF Conditional Service . . . . . . OFF Backup Protection Group 2 . . . . OFF Ped Clearance Protection. . . . OFF Backup Protection Group 3 . . . . OFF Special Preempt Overlap Flash OFF Simultaneous Gap Group 1. . . . . ON Cond Service Det Cross Switch OFF Simultaneous Gap Group 2. . . . . OFF Lock Detectors in Red Only. . . OFF Simultaneous Gap Group 3. . . . . OFF Five Section Left Turn Control Phases: 5-2 7--4 1-6 3-8 11-10 9-12 Left Turn Head. . . . TUSTIN (TUSTIN RANCH ROAD AREA) BRYAN AV. & MARKET ST. 12/7/2018 9:46 Recall Data, Dimming ----------------------------------------------------------------------- Phase 1 2 3 4 5 6 7 8 9 10 11 12 Locking Detector. X ., X . Vehicle Recall. . . . . X X . Pedestrian Recall . . . . Recall To Max . . . . . . Soft Recall . . . . . . . Don't Rest Here . . . . Ped Dark if No Call . . . Dimming: Load Switch 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Green/Walk. . . . NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO Yellow/Ped Clear. NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO Red/Don't Walk. . NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO TUSTIN (TUSTIN RANCH ROAD AREA) BRYAN AV. & MARKET ST. 12/7/2018 9:46 Detector Type/Timers ----------------------------------------------------------------- Locking Log Timers Don't Reset Det. Memory Enable Extend Delay Extend Type 1 NO NO 0.0 0 0 - Normal 2 NO YES 0.0 0 0 - Normal 3 NO NO 0.0 0 0 - Normal 4 NO NO 0.0 0 0 - Normal 5 NO NO 0.0 0 0 - Normal 6 NO YES 0.0 0 0 - Normal 7 NO YES 0.0 0 6 - Calling 8 NO YES 0.0 0 0 - Normal 9 NO YES 0.0 0 0 - Normal 10 NO YES 0. 0 0 0 - Normal 11 NO NO 0.0 15 1 - Extend/Delay 12 NO NO 0. 0 15 1 - Extend/Delay 13 NO YES 0.0 0 0 - Normal 14 NO YES 0.0 0 0 - Normal 15 NO NO 0.0 0 0 - Normal 16 NO NO 0.0 0 0 - Normal 17 NO NO 0.0 0 0 - Normal 18 NO NO 0.0 0 0 - Normal 19 NO NO 0.0 0 0 - Normal 20 NO NO 0.0 0 0 - Normal 21 NO NO 0.0 0 0 - Normal 22 NO NO 0.0 0 0 - Normal 23 NO NO 0.0 0 0 - Normal 24 NO NO 0.0 0 0 - Normal 25 NO NO 0.0 0 0 - Normal 26 NO NO 0.0 0 0 - Normal 27 NO NO 0.0 0 0 - Normal 28 NO NO 0.0 0 0 - Normal 29 NO NO 0.0 0 0 - Normal 30 NO NO 0.0 0 0 - Normal 31 NO NO 0.0 0 0 - Normal 32 NO NO 0.0 0 0 - Normal Detector Names Det 1: Detector 1 Det 17: Detector 17 Det 2: WB PH 2 LIMIT 1-2 Det 18: Detector 18 Det 3: Detector 3 Det 19: Detector 19 Det 4: NB PH 4 LT Det 20: Detector 20 Det 5: WB PH 5 LT Det 21: Detector 21 Det 6: EB PH 6 LIMIT 1-2 Det 22: Detector 22 Det 7: Detector 7 Det 23: Detector 23 Det 8: Detector 8 Det 24: Detector 24 Det 9: Detector 9 Det 25: Detector 25 Det 10: WB PH 2 ADV 1-2 Det 26: Detector 26 Det 11: Detector 11 Det 27: Detector 27 Det 12: NB PH 4 RT Det 28: Detector 28 Det 13: Detector 13 Det 29: Detector 29 Det 14 : EB PH 6 ADV 1-2 Det 30: Detector 30 Det 15: Detector 15 Det 31: Detector 31 Det 16: Detector 16 Det 32: Detector 32 TUSTIN (TUSTIN RANCH ROAD AREA) BRYAN AV. & MARKET ST. 12/7/2018 9:46 Detector Phase Assignment ------------------------------------------------------------------ Phase Det. 1 2 3 4 5 6 7 8 9 10 11 12 1 2 X 3 4 X 5 X 6 X 7 8 9 10 X 11 12 X 13 14 x 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 TUSTIN (JAMBOREE ROAD AREA) EL CAMINO REAL & AUTO CENTER DR. 12/7/2018 9:49 Timing Data -----------_..------------------------------------------------------ Phase 1 2 3 4 5 6 7 8 Direction E/L W N S W/L E Minimum Green 2 8 3 3 2 8 0 0 Walk 0 7 0 7 0 7 0 0 Ped Clearance 7 10 7 12 7 10 7 7 Vehicle Extension 1.0 4 .0 , 2 .0 2 .0 1.0 4 .0 0.0 0.0 Max Extension 0 0 0 0 0 0 0 0 Max 1 12 35 30 18 20 35 0 0 Max 2 0 0 0 0 0 0 0 0 Max 3 0 0 0 0 0 0 0 0 Yellow Change 3.5 4 .4 3.7 3. 6 3.5 4 .4 3.0 3.0 Red Clearance 1.0 1.0 1.0 1. 0 1.0 1.0 0.0 0.0 Red Revert 2.0 2.0 2.0 2. 0 2.0 2.0 2.0 2.0 Actuations B4 Init 0 0 0 0 0 0 0 0 Seconds/Actuation 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Initial 0 8 0 0 0 8 0 0 Time B4 Reduction 0 8 0 0 0 8 0 0 Cars Waiting 0 0 0 0 0 0 0 0 Time To Reduce 0 8 0 0 0 8 0 0 Minimum Gap 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 Cond Sery Min Green 0 0 0 0 0 0 0 0 TUSTIN (JAMBOREE ROAD AREA) EL CAMINO REAL & AUTO CENTER DR. 12/7/2018 9:49 Recall & Start/Flash Data -------------------------------------------------------------------- Phase 1 2 3 4 5 6 7 8 Phases In Use . . . . . X X X X X X Locking Detector. X X Vehicle Recall. . Pedestrian Recall . Recall To Max . Soft Recall . . . . . . X X Power Start . . . . . . X X External Start. . . . . . X X Remote Flash Phases X X Initialization Interval Green Yellow Red Yellow Ovlps Power Start. . . . X External Start X Power Start All Red Time. . . . 4 Power Start Flash Time. . . . . 10 TUSTIN (JAMBOREE ROAD AREA) EL CAMINO REAL & AUTO CENTER DR. 12/7/2018 9:49 Option Data ----------------------------------------------------------------- Phase 1 2 3 4 5 6 7 8 Guaranteed Passage. . Call to Non Actuated 1. Call to Non Actuated 2. Dual Entry. . . . . . . X X Conditional Service . Conditional Reservice . Actuated Rest In Walk . Flashing Walk . . . . . Enable Programmable Options Dual Entry . . . . . . . . . . . X Backup Protection Group 1. . . . X Conditional Service. . . . . . . Backup Protection Group 2. . . . Ped Clearance Protection . . . . Simultaneous Gap Group 1 . . X Special Preempt Ovlp Flash . . . Simultaneous Gap Group 2 . . . . Five Section Left Turn Control Phases: 1-6 3-8 5-2 7-4 Left Turn Head r TUSTIN (JAMBOREE ROAD AREA) EL CAMINO REAL & AUTO CENTER DR. 12/7/2018 9:49 Detector Type and Phase Assignment Data ----------------------------------------------__--------------------_-_ Type Phase Assignment 1 2 3 4 5 6 7 8 Detector 1 . . . 0 X Detector 2 5 X Detector 3 . . . 0 X Detector 4 . . . 0 X Detector 5 . . . 0 X Detector 6 . . . 5 X Detector 7 . . . 0 Detector 8 . . . 0 Detector 9 0 Detector 10 0 X Detector 11 0 Detector 12 1 X Detector 13 1 X Detector 14 0 X Detector 15 1 X Detector 16 1 X Note on Detector Type: 0 = normal 1 = extend/delay 2 = stop bar 3 = stop bar w/timer (use extend timer) 4 = calling 5 = stop bar with resettable timer (use extend timer) TUSTIN (JAMBOREE ROAD AREA) EL CAMINO REAL & AUTO CENTER DR. 12/7/2018 9:49 Detector Timers and Cross Switching Data ----------------------------------------------------------------- Timers Cross Switching Phase Extend Delay 1 2 3 4 5 6 7 8 Detector 1 . . . 0.0 0 X Detector 2 . . . 2.0 0 Detector 3 . . . 0.0 0 Detector 4 . . . 0.0 0 Detector 5 . . . 0.0 0 X Detector 6 . . . 2.0 0 Detector 7 . . . 0.0 0 Detector 8 . . . 0.0 0 Detector 9 . . . 0.0 0 Detector 10 . . . 0.0 0 Detector 11 0.0 0 Detector 12 0.0 5 Detector 13 . . . 0.0 5 Detector 14 0.0 0 Detector 15 0.0 10 Detector 16 0.0 10 ATTACHMENT E QUEUE MANAGEMENT PLAN 1 AND 2 (U w ' � r I } } c ro CL EO I I � an n } I I Z) ro z I II w C7 � rn 6 7_ 1 I 1 1 1 I t 1 f f r 1 U) 11 Q 1 1 1 1 1 1 1 1 1 1 1 1 L Lf3In ; ; t ,t , f U—.,._!1._..._I _ Z _ I i - r i r is U' I CM A.9 I uj —}- VLLJ Q � CJ ui "w- { - t 1 1 1 I p' QLLJ ui 1 I p � � U c _ KEEP CLEAR Fp ��,_O ' I cJ [r 2_ 0 LLI C] INU Z U E C a Ca LD W LU a E O V7 ul F-- -C x p Q [3fM `^ W J a.. u7 Q CSI --. s�p:qab lnoABl a��++ual4wosl-�r68'S 5SQZ'97.IRhJ 0avp _`-.1� -.wn:m0 ZL.€Z1:lv :'u'?is��v,n�lvpPtl�s°J 4�u>n}uqunl-rL0EZ1EZ\:W z oK co N � u l* 0 0 °' J. � V) ru co 1 1 IIZ-10 119-9 IL I N I I I t I f r I N l x 1 N 1 1 1 1 f 1 t 1 N t L-! ca 1 1 1 1 1 1 1 t ! 1 1 N cn - --W a) f I 1 1 1 1 1 A l 11 i O t 1 1 t 1 1 1 t 1 1 1 1 O cn— U ®®® (n_ 7 1 1 1 1 t, M 11.1 + �•1 1,� 1l1 1 ; .,. 1 L Cl7 � ® X w cn LU LLJ LU LLJ . cr f 1. .1 •+ _ 1 r •c CL cn E w o 9Z G o !b o KEEP Cl En ! (U C _ (II s N N w low i C RS ti2 C4r Q 7 00 X v r L .. / a E olc�lY X -: u LO rn Q 00 A. c r t F- FO 9e1 7nOhHl all!nsawurosl-e0,6-61OZ 9[idy 8mp sa:m8y���nanD�L6EZtsu9!4„3\u8ytap\�d!l!ppq ssg yau%I v!1€nl-ZL9EZ1F21 M ATTACHMENT F RESOLUTION NO. 4385 RESOLUTION NO. 4385 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF TUSTIN, CALIFORNIA APPROVING CONDITIONAL USE PERMIT 2018-00018 AND DESIGN REVIEW 2018-00026, A REQUEST TO DEMOLISH THE EXISTING GOODYEAR TIRE CENTER AND ADJACENT GOODYEAR PARKING AREA AT 2541 EL CAMINO REAL AND REPLACE WITH 56 NEW PARKING STALLS AND TO, CONSTRUCT A NEW 16 PUMP COSTCO GASOLINE FUEL STATION WITH CANOPY AND RELATED EQUIPMENT AT 2655 EL CAMINO REAL. The Planning Commission does hereby resolve as follows: I. The Planning Commission finds and determines as follows: A. That a proper application for Conditional Use Permit (CUP) 2018-00018 and Design Review (DR) 2018-00026 has been submitted by Terry Odle1MG2, applicant, requesting authorization to demolish the existing Goodyear Tire Center and adjacent Goodyear parking area at 2541 El Camino Real and to construct a new 16 pump Costco gasoline fuel station with canopy and related equipment located at 2655 El Camino Real. B. That the site is zoned as Planned Community Mixed-Use and within the East Tustin Specific Plan (ETSP) and has a General Plan land-use designation of Planned Community Commercial/Business. (PCCB). The project has been reviewed for consistency with the Air Quality Sub-element of the City of Tustin General Plan and has been determined to be consistent with the Air Quality Sub-element. C. Pursuant to ETSP Section 3.7.2.A.1.u, new service stations are pen-nitted subject to approval of a CUP. D. That a public hearing was duly called, noticed, and held on said application on June 11, 2019, by the Planning Commission. E. That the establishment, maintenance, and operation of the proposed gasoline fuel station to an existing Costco Warehouse will not, under the circumstances of this case, be detrimental to the health, safety, morals, comfort, or general welfare of the persons residing or working in the neighborhood of such proposed use, nor be injurious or detrimental to the property and improvements in the neighborhood of the subject property, or to the general welfare of the City of Tustin in that: Resolution No. 4385 Page 2 1) Pursuant to Section 3.8.2 and 3.7.2.A.1.0 of the ETSP, the Specific Plan allows for service stations with the approval ofa Conditional Use Permit. 2) Pursuant to Tustin City Code (TCC) Section 9291c, the Planning Commission is authorized to act on CUPs and impose conditions deemed necessary to protect the public interest and ensure compliance with the General Plan. 3) The proposed use, as conditioned, would not be detrimental to surrounding properties in that the scope of operations forthe proposed service station would be compatible and provide support services for the uses in the area. 4) The proposed use is not anticipated to result in parking impacts since the site provides more than the TCC required number of parking spaces to service the existing shopping center and proposed use. Demolition of the existing Goodyear Tire Center building will be replaced with additional parking spaces that will continue to provide adequate parking for the shopping center. 5) The proposed use is not anticipated to result in queueing or circulation impacts as the project has two (2) queue management plans incorporated into the Traffic Analysis to accommodate potential queueing. demands. If queues cannot be adequately managed by the strategies in the plan, closure of the northbound right turn lane with retractable bollards and re-routing of customers to the next parking aisle will be implemented. In addition to the queuing management plans, the project has been conditioned to provide three (3) on-site traffic attendants to guide and direct traffic. Through a combination of queueing plans and manned personal for traffic guidance, the use will not impact circulation on the site or within the existing.shopping center. 6) The proposed protect, as conditioned, adequately addresses anticipated off-site traffic impacts through the installation of a new westbound right turn lane along EI Camino Real into the Costco Warehouse parking lot at the intersection of Auto Center Drive and EI Camino Real and lane restriping along EI Camino Real to accommodate the new vehicle lane. 7) The proposed use, as.conditioned, would not create a noise impact on the surrounding neighborhood since the service station would be subject to the Tustin Noise Ordinance and General Plan Noise Element. Resolution No.4385 Page 3 8) The construction and operation of the gasoline station will operate within the ministerial requirements of the South Coast Air Quality Management District (SCAQMD) and the project has been conditioned to comply with SCAQMD air quality standards and all required permits. 9) The proposed use would not be detrimental to the surrounding properties in that the hours of operation of the instruction would be consistent with the general business hours of other businesses within the surrounding vicinity. 10) The location, size and general appearance of the proposed service station, canopy and equipment enclosure is compatible of the existing structures and surrounding area in that the proposed improvements, including the canopy, is proportionately sized for the site. 11) As conditioned, the applicant will be required to submit a Master Sign_ Plan. F. That the location, size, and general appearance of the proposed project, as conditioned, is compatible with the surrounding area in that the proposed improvements, including the canopy and equipment enclosure, is proportionately sized to the site. The proposal will not impair the orderly and harmonious development of the area, the present or future development therein, or the occupancy as a whole. In making such findings, the Planning Commission has considered at least the following items: 1) The height, bulk, and area of proposed use is compatible with the existing Costco warehouse building. 2) Setbacks and site planning have been thoroughly evaluated in that the proposed project location, layout and proximity to the existing Costco Warehouse building has been analyzed and the proposed project complies with the requirements established in the ETSP. 3) Exterior material and colors have been reviewed for the proposed project and they are compatible with the existing warehouse building and other retail tenants within the shopping center. 4) Type and pitch of roofs have been reviewed for the proposed project and the proposed roofed canopy over the fuel pumps is compatible with the existing warehouse building and other retail tenants within the shopping center. Resolution No.4385 Page,4 5) Landscaping, parking area design and traffic circulation have been reviewed and analyzed in that the project includes a Traffic Analysis that addressed overall on-site circulation. The linstallation of substantial new landscaping throughout the project area and within the remaining areas of the existing Costco parking lot will improve and enhance the overall appearance. 6) Location and method of refuse storage has been adequately addressed in that the proposed project does not propose any changes to the existing refuse function and operation. 7) Physical relationship of proposed structures to existing structures has been evaluated in that the proposed canopy and small equipment will aid in the function of the gasoline station. The canopy will be proportional in height and area to the other buildings on the project site and within the existing shopping center overall. The location of the equipment is ancillary to the gasoline station and will be screened by either a wall and/or landscaping. 8) Appearance and design relationship of proposed structures to existing structures is consistent and compatible in that the proposed columns and colors for the canopy and equipment enclosure will correspond with the exterior of the existing warehouse building. Proposed landscaping will provide consistency throughout the parking lot and enhance the appearance of the proposed use. 9) Development guidelines and criteria for the ETSP Mixed-Use area as well as the City's Service Station Guidelines adopted by the City Council have been reviewed and incorporated into the:project. G. This project is categorically exempt from further environmental review pursuant to the California Environmental Quality Act (CEQA) Section Section 15332, Class 32, "In-Fill Development Projects" in that the project is consistent with the City's General Plan and ETSP and occurs within city limits on a project site of no more than five (5) acres substantially surrounded by urban uses. The project site has no value as habitat for endangered, rare, or threatened species. The project can be adequately served by all required utilities and public services. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality. Il. The Planning Commission hereby approves CUP 2018-00018 and DR 2018-00026, authorizing the demolition of the existing Goodyear Tire Center and adjacent Goodyear parking area at 2541 EI Camino Real and construction of a new 16 pump Costco gasoline fuel station with canopy and related equipment located at 2655 EI Resolution No.4385 Page 5 Camino Real. PASSED AND ADOPTED by the Planning Commission of the City of Tustin, at a regular meeting on the 11 th day of June, 2019. STEVE KOZAK Chairperson ELIZABETH A. BINSACK Planning Commission Secretary STATE OF CALIFORNIA ) COUNTY OF ORANGE ) CITY OF TUSTIN ) I, ELIZABETH A. BINSACK, the undersigned, hereby certify that I am the Planning Commission Secretary of the Planning Commission of the City of Tustin, California; that Resolution No. 4385 was duly passed and adopted,at a regular meeting of the Tustin Planning Commission, held on the 11 th of June, 2019. PLANNING COMMISSIONER AYES: PLANNING COMMISSIONER NOES: PLANNING COMMISSIONER ABSTAINED: PLANNING COMMISSIONER ABSENT: ELIZABETH A. BINSACK Planning Commission Secretary EXHIBIT A CONDITIONS OF APPROVAL CONDITIONAL USE PERMIT 2018-00018 DESIGN REVIEW 2018-00026 GENERAL (1) 1.1 The proposed project shall substantially conform to the submitted plans for the project date stamped June 11, 2019, on file with the Community Development Department, as herein modified, or as modified by the Community Development Director in accordance with this Exhibit. The Director may also approve subsequent minor modifications to plans during plan check if such modifications are consistent with provisions of the Tustin City Code or other applicable regulations. (1) 1.2 This approval shall become null and void unless the use is established within twelve (12) months of the date of this Exhibit. Time extensions may be granted if a written request and associated fee are received by the Community Development Department within thirty (30) days prior to expiration. (1) 1.3 Unless otherwise specified, the conditions contained in this Exhibit shall be complied with as specified, subject to review and approval by the Community Development Department. (1) 1.4 Approval of CUP 2018-000181DR 2018-00026 is contingent upon the applicant returning to the Community Development Department a notarized "Agreement to Conditions Imposed" form and the property owner signing and recording with the County Clerk-Recorder a notarized "Notice of Discretionary Permit Approval and Conditions of Approval"form. The forms shall be established by the Director of Community Development, and evidence of recordation shall be provided to the Community Development, Department. SOURCE CODES (1)STANDARD CONDITION (5) RESPONSIBLE AGENCY REQUIREMENT (2)CEQA MITIGATION (6) LANDSCAPING GUIDELINES (3) BUILDING CODE (7) PCICC POLICY (4) DESIGN REVIEW EXCEPTION Exhibit A Resolution No.4385 Page 2 (1) 1.5 CUP 2018-00018/DR 2018-00026 may be reviewed on an annual basis, or more often if necessary, by the Community Development Director. The Community Development Director shall review the use to ascertain compliance with conditions of approval and compatibility with the area. If the use is not operated in accordance with CUP 2018-00018/DR 2018-00026, or is found to be a nuisance or negative impacts are affecting the surrounding tenants or neighborhood, the Community Development Director shall impose additional conditions or the applicant may be required to implement other measures to eliminate the nuisance or negative impacts, or may initiate proceedings to revoke CUP 2018-00018/DR 2018-00026. Failure to comply with conditions of approval, or if the establishment creates undue burden to City resources, or if the CUP is abandoned for a twelve (12) month period, these circumstances shall be grounds for revocation of the CUP. (1) 1.6 Any transfer of ownership of the establishment and/or operator shall require the new owner and/or operator to sign and return an "Agreement to Conditions Imposed" form provided by the Community Development. Failure to do so would be a basis for revocation.proceeding. (1) 1.7 Any violation of any of the conditions imposed is subject to the issuance of an Administrative Citation pursuant to TCC Section 1162(a). (1) 1.8 As a condition of approval of CUP 2018-00018/DR 2018-00026, the applicant shall agree, at its sole cost and expense, to defend, indemnify, and hold harmless the City, its officers, employees, agents, and consultants, from any claim, action, or proceeding brought by a third-party against the City, its officers, agents,.and employees, which seeks to attack, set aside, challenge, void, or annul an approval of the City Council, the Planning Commission, or any other decision-making body, including staff, concerning this project. The City agrees to promptly notify the applicants of any such claim or action filed-against the City and to fully cooperate in the defense.of any such action. The City may, at its sole cost and expense, elect to participate in'defense of any such action under this condition. (1) 1.9 The applicant shall be responsible for costs associated with any necessary code enforcement action, including attorney's fees, subject to the applicable notice, hearing, and appeal process as established by the City Council by ordinance. (1) 1.10 All on-site signs shall comply with the City's Sign Code. Prior to the issuance of a sign permit, the applicant must apply for a Master Sign Program forthe property.Any proposed painted wall signs, including murals Exhibit A Resolution No. 4385 Page 3 or graphics to be added to the building or pump areas shall require a separate approval of a CUP. (1) 1.11 All final exterior colors and materials shall be subject to review and approval of the Community Development Department and final field inspection by the Planning Division. Colors, materials and textures shall be noted on the construction plans. (1) 1.12 The applicant shall obtain approval from the Air Quality Management District prior to the issuance of the building or grading permit. The applicant shall comply with all South Coast Air Quality Control District regulations and shall acquire an Authority to Construct ATC) and Permit to Operate (PTO). LANDSCAPING (1) 1.13 All proposed landscaping and irrigation plans shall comply with the approved plans and with the City's Water Efficiency Landscape Ordinance. A Landscape Installation Certificate of Completion, certifying that the landscaping was installed in accordance with the approved plans, shall be submitted to the City prior to the final inspections by Building and Planning Divisions. (1) 1.14 An irrigation plan should be provided which shows the location and control of backflow prevention devices at the meter, pipe size, sprinkler type, spacing, and coverage details for all equipment. Install efficient irrigation systems which minimize runoff and evaporation and maximize the amount of water which will reach the plant roots. Drip irrigation, soil moisture sensors, and automatic irrigation systems are a few methods of increasing irrigation efficiency. (1) 1.15 Backflow devices and double detector checks shall be painted to match surrounding landscaping when in planters or painted to match the building when located adjacent to the building. Landscaping shall be utilized to screen the devices whenever possible. (1) 1.16 All plant materials shall be installed in a healthy and vigorous condition, typical to the species, and shall be maintained in a neat and healthy condition. Maintenance includes, but is not limited to, trimming, mowing, weeding, removal of litter, fertilizing, regular watering, and replacement of dead or diseased dying plants. Unhealthy or dead trees shall be replaced within seventy-two (72) hours upon notification by the City. Exhibit A Resolution No.4385 Page 4 {***} 1.17 Additional landscape screening shall be provided at the southeast comer of the Costco property (adjacent to the EI Modena-Tustin Channel) to screen the proposed controller enclosure and clean air separator. MISCELLANEOUS (1) 1.18 Adequate lighting shall be provided to illuminate the fueling area, subject to Community Development Department review and approval. Said lighting shall meet requirements set forth in the Building Security and California Fire Codes. (1) 1.19 Fire and Police access and passage shall be permitted at all times. (1) 1.20 "No Loitering" signage shall be posted on the site (1) 1.21 Outdoor vending activities are prohibited. (1) 1.22 All utility services serving the site shall be installed and maintained underground. USE RESTRICTIONS (1) 2.1 Business hours are limited to the following: Monday--Sunday— 5:00 AM— 10:00 PM Modifications to hours or operation may be modified by the Director of Community Development if it is determined that no impacts to surrounding tenants or properties will occur. (1) 2.2 Business operations shall be conducted in a manner that does not create a public or private nuisance. Any such nuisance must be abated immediately upon notice by the City. (1) 2.3 No outdoor storage is permitted or display of materials shall be permitted except allowed by the TCC. (1) 2.4 Storage and/or advertising of vehicles for sale or lease is not permitted. (1) 2.5 If water and air are to be provided to customers, then it shall be made available at no cost and for twenty-four(24) hours per day, seven (7) days per week. Exhibit A Resolution No. 4385 Page 5 (1) 2.6 The subject property shall be maintained in a safe, clean and sanitary condition at all times. The property owners shall be responsible for the daily maintenance and up-keep of the businesses', including but not limited to trash removal, painting, graffiti removal, and maintenance of improvements to ensure that the facilities are maintained in a neat and attractive manner. Any graffiti painted or marked upon the premises or any adjacent area under control of the property owner or the business shall be removed or painted within 24 hours of being applied. (1) 2.7 All litter shall be removed from the exterior areas around the premises including public sidewalk areas,alleys and parking areas, no less frequently than once each day. TRAFFIC, PARKING AND CIRCULATION (***) 2.8 Retractable bollard's shall be installed within the northbound right-hand turn lane (within shopping center off Auto Center Drive and EI Camino,Real) to the gas stationtre-fueling area as part of the queue management plan. Use of bollards may be necessary during peak times, per the approved plan. (***) 2.9 In addition to the queue management plan contained within the Final Traffic Analysis date stamped April 17, 2019, the applicant, at a minimum, shall provide three (3) traffic attendants during peak periods; 1-2 attendants directing cars to a queue lane and 1-2 attendants near the pump entrance directing cars to a fueling position. The third attendant shall be a floater depending on the need and could either be placed near the pumps or at the front of the queue lanes. In addition, there shall be one (1) individual staffed at the station during all open business hours. Said individual shall manage the overall operations for the gas station. (***) 2.10 The 36 parking spaces in the row directly north of the proposed gas station and the 13 parking spaces along the east property line adjacent to the EI Modena-Tustin Channel shall be restricted to employee parking only. (***) 2.11 The words "KEEP CLEAR"shall be painted in large capitalized letters onto the pavement of the parking lot adjacent to the vehicular exit from the gas station per the approved plans. Said signage shall help to maintain an unobstructed opening adjacent to the gas station and allow for vehicles entering and exiting from.the fueling area. Exhibit A Resolution No.4385 Page 6 {***) 2.12 A five (5) foot wide access stair shall be installed within the existing block wall along the south property line nearest the gas station adjacent to EI Camino Real. Said access stair will allow for emergency access (i.e. hose pull) by .the Orange County Fire Authority (OCFA) in the event of an emergency. {***} 2.13 If, in the future, the City's Community Development Director, Police Chief and/or Public Works Department determine that a parking or traffic queuing problem exists on the site of in the vicinity as a result of the facility, the Community Development Director, Police Chief, and/or Public Works Department may require the applicant to prepare a parking demand analysis ortraffic study queuing analysis and the applicant shall be required to provide measures to alleviate the problem. Said measures shall be reviewed and approved by the Community Development Department, Police Chief, and/or Public Works Department. 2.14 Per the approved plans, the applicant shall install a westbound right tum lane along EI Camino Real into the Costco Warehouse parking lot at the intersection of Auto Center Drive and El Camino Real. A second designated right turn lane shall be installed on the site to funnel vehicles into the Costco Gasoline fueling area. Final lane striping plans for EI Camino Real shall be subject to the review and approval of the Public Works/Engineering Division. {***) 2.15 Following demolition of the Goodyear Tire Center building, the new parking'lot shall be restriped in accordance with TCC Section 9266. PLANCHECK SUBMITTAL (1) 3.1 At the time of building or encroachment permit application, the plans shall comply with the latest edition of the codes, City Ordinances, State, Federal laws, and regulations as adopted by the City Council of the City of Tustin. (1) 3.2 Prior to issuance of any permits, the applicant shall submit for approval by the Community Development and Public Works Departments, a Water Quality Management Plan (WQMP). If the WQMP has been determined to be a Priority WQMP, it shall identify Low Impact Development (LID) principles and Best Management Practices (BMPs) that will be used on- site to retain storm water and treat predictable pollutant run-off. The Priority WQMP shall identify: the implementation of BMPs, the assignment of long-term maintenance responsibilities, (specifying the developer, parcel owner, maintenance association, lessees, etc.), and reference to the location(s) of structural BMPs. Exhibit A Resolution No. 4385 Page 7 (1) 3.3 Prior to submittal of a Water Quality Management Plan (WQMP), the applicant shall submit a deposit of$2,700.00 to the Public Works Department for the estimated cost of reviewing the WQMP. (1) 3.4 Prior to issuance of any permits,the applicant shall record "Covenant and Agreement Regarding O & M Plan to Fund and Maintain Water Quality BMPs, Consent to Inspect, and Indemnification" with the County Clerk- Recorder. This document shall bind current and future owner(s) of the property regarding implementation and maintenance of the structural and non-structural BMPs as specified in the approved WQMP. (1) 3.5 Prior to any work in the public right-of-way, an Encroachment Permit shall be obtained from and applicable fees paid to the Public Works Department. (1) 3.6 Prior to issuance of an Encroachment Permit, the applicant shall submit to the Public Works Department 24" x 36" reproducible street improvement plans, as prepared by a California Registered Civil Engineer, for approval. The plans shall clearly show existing and proposed surface and underground improvements, including construction, rest6ping of EI Camino Real to accommodate a dedicated westbound right-turn lane, and/or replacement of any missing or damaged public improvements adjacent to this development. (1) 3.7 Prior to issuance of an Encroachment Permit for construction within the public right-of-way, a 24" x 36" construction area traffic control plan, as prepared by a California Registered Traffic Engineer, or Civil Engineer experienced in this type of plan preparation, shall be prepared and submitted to the Public Works Department for approval. (1) 3.8 Current Federal Americans with Disabilities Act(ADA) requirements shall be met at all driveways and sidewalks adjacent to the site. City of Tustin standards shall apply, unless otherwise approved by the City Engineer. '(1) 3.9 Prior to issuance of a Building Permit,- the applicant shall submit an underground storage tank plan to the Orange County Fire Authority (OCFA)for review and approval. (1) 3.10 In accordance with City policies, the developer shall post security for the grading permit in an amount to be determined by the Building Official. The required amount must include items relating to hazardous conditions such as erosion and airldust control, the cost of completing any Mechanically-Stabilized Earth (MSE)walls, provisions for landscaping as relating to slope stability, compliance with approved landscape plans, and contingency funds which must include an allowance for site maintenance. Exhibit A Resolution No.4385 Page 8 (1) 3.11 The developer shall submit a complete hydrology and hydraulic study (including off-site areas affecting the development), prepared by a California-registered professional civil engineer, consistent with the use of the criteria of the Orange County Hydrology Manual, to the City Building Official for review and approval. The study shall be consistent with the study submitted during the entitlement review process. The study report shall determine potential storm water runoff rates and peak flows for the City of Tustin and County of Orange design storms. Enough detail shall be provided to develop the existing conditions and proposed project conditions potential hydrograph and timing of peak flows. The study report shall demonstrate that the effect of storm water discharge to any City-, County-, or Other Agency-owned drainage or flood control facility as mitigated shall be designed and implemented to prevent post- construction storm flows from exceeding pre-construction volumes and rates. (1) 3.12 The developer shall submit storm drain plans, prepared by a California registered professional civil engineer, depicting proposed storm drain improvements for the project. All storm drain improvements shall comply with the City of Tustin Construction Standards for Private Streets, Storm Drain and On-Site Private Improvements Manual and the Orange County Local Drainage Manual. (1) 3.13 The developer shall submit precise grading plans, prepared by a California registered professional civil engineer, depicting proposed grading, erosion control and improvements for the project. All plans and design shall comply with the City of Tustin Grading Manual and requirements. (1) 3.14 Prior to approval of the final design plans and issuance of a grading permit, the developer shall conduct a site-specific geotechnical investigation for the entire site and prepare a report that fully assesses the geologic and soil conditions of the site. As part of the report preparation, soil sampling and any geotechnical testing will be completed at each location where structures are to be erected. The report shall provide grading and structural design recommendations for avoiding liquefaction, subsidence or collapse for each of the proposed structures. The recommendations shall be included in the plans submitted to the City. (1) 3.16 Construction and Demolition Waste Recycling and Reduction Plan (WRRP). Exhibit A Resolution No. 4385 Page 9 a. The applicant/contractor is required to submit a WRRP to the Public Works Department. The WRRP must indicate how the applicant will comply with the City's requirement (City Code Section 4351, et al) to recycle at least 65% of the project waste material or the amount required by the California Green Building Standards Code. b. The applicant will be required to submit a fifty-dollar $50.00 application fee and a cash security deposit. Based on the review of the submitted Waste Management Plan, the cash security deposit in the amount of five(5) percent of the project's valuation as determined by the Building Official, rounded to the nearest thousand.The deposit amount will be collected in accordance with the TCC. c. Prior to issuance of a permit, the applicant shall submit the required security deposit in the form of cash, cashier's check, personal check; or money order made payable to the "City of Tustin". (1) 3.17 Any damage done to existing public right-of-way improvements and/or utilities shall be repaired to the satisfaction of the City Engineer before issuance of a Certificate of Occupancy. (1) 3.18 The applicant is responsible for all costs related to the installation, upgrade, alteration, relocation or abandonment of all existing City of Tustin public water facilities affected by the proposed project. FEES (1) 4.1 Within forty-eight(48) hours of approval of the subject project, the applicant shall deliver to the Community Development Department, a cashier's check payable to the COUNTY CLERK in the amount of fifty dollars ($50.00) to enable the City to file the appropriate environmental documentation for the project. If within such forty-eight(48) hour period the applicant has not delivered to the Community Development Department the above-noted check, the statute of limitations for any interested party to challenge the environmental determination under the provisions of the California Environmental Quality Act could be significantly lengthened. (1) 4.2 Prior to issuance of a Building Permit(s), payment of the most current Major Thoroughfare and Bridge Fees (for the Foothill/Eastern Transportation Corridor Agency (TCA)) to the City of Tustin (through the Public Works Department) shall be required. The fee rate schedule automatically increases on July 1 st of each year. Exhibit A Resolution No.4385 Page 10 (1) 4.3 The applicant shall pay are required fees to the City or the respective outside agency prior to the issuance of building permits.