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HomeMy WebLinkAbout072513 DH Agenda AGENDA TEMECULA PLANNING DIRECTOR'S HEARING REGULAR MEETING July 25, 2013 1:30 P.M. TEMECULA CITY HALL Great Oak Conference Room 41000 Main Street Temecula, CA 92590 CALL TO ORDER: Patrick Richardson, Director of Community Development PUBLIC COMMENTS A total of 15 minutes is provided so members of the public can address the Director of Community Development on items that are not listed on the Agenda. Speakers are limited to three (3) minutes each. If you desire to speak to the Director about an item not listed on the Agenda, a white "Request to Speak" form should be filled out and filed with the Director. When you are called to speak, please come forward and state vour name and address. Item No. 1 1:30 p.m. Project Number: PAl2-0073 Project Type: Minor Conditional Use Permit and Minor Modification Project Title: Crossroads Church Applicant: Howard Parsell Project Description: A Minor Conditional Use Permit to allow Crossroads Church to operate within an existing industrial building, and a Minor Modification to include an expansion of on and off-site parking spaces and new doors for access to the structure on the front elevation Location: 26090 Ynez Road Environmental Action: Section 15311, Class 11 Accessory Structures (Small Parking Lot) Section 15301, Class 1 Existing Facilities (Exterior poors/Pedestrian Pathway) Project Planner: Eric Jones NOTICE TO THE PUBLIC The agenda packet (including staff reports) will be available for public viewing in the Main Reception area at the Temecula Civic Center (41000 Main Street, Temecula) after 4:00 PM the Friday before the Director's Hearing. At that time, the agenda packet may also be accessed on the City's website — www.cityoftemecula.orq — and will be available for public viewing at the respective meeting. Supplemental material received after the posting of the Agenda Any supplemental material distributed regarding any item on the agenda, after the posting of the agenda, will be available for public viewing in the Main Reception area at the Temecula Civic Center (41000 Main Street, Temecula, 8:00 AM — 5:00 PM). In addition, such material may be accessed on the City's website — www.citvoftemecula.org — and will be available for public viewing at the respective meeting. If you have questions regarding any item on the agenda for this meeting, please contact the Planning Department at the Temecula Civic Center, (951) 694-6400. STAFF REPORT — PLANNING CITY OF TEMECULA DIRECTOR'S HEARING DATE OF MEETING: July 25, 2013 PREPARED BY: Eric Jones, Case Planner PROJECT Planning Application Number PAl2-0073, a Minor Conditional Use SUMMARY: Permit to allow Crossroads Church to operate within an existing industrial building, and a Minor Modification to include an expansion of on and off-site parking spaces and new doors for access to the structure on the front elevation located at 26090 Ynez Road RECOMMENDATION: Approve with Conditions CEQA: Categorically Exempt Section 15311, Class 11, Accessory Structures (Small Parking Lot) Section 15301, Class 1, Existing Facilities (Exterior poors/ Pedestrian Pathway) PROJECT DATA SUMMARY Name of Applicant: Howard Parsell, on behalf of Crossroads Church General Plan Industrial Park (IP) Designation: Zoning Designation: Light Industrial (LI) Existing Conditions/ Land Use: Site: Existing Light Industrial Structure/Industrial Park (IP) North: Existing Light Industrial Structure/Industrial Park (IP) South: Existing Light Industrial Structure/Industrial Park (IP) - East: Existing Light Industrial Structure/Industrial Park (IP) West: Ynez Road, Vacant Lot/Service Commercial (SC) Existinq/Proposed Min/Max Allowable or Required Lot Area: 4.88 Acres 0.9 Acres Minimum Total Floor Area/Ratio: N/A N/A Landscape Area/Coverage: 23% Total 20% Minimum Parking Required/Provided: Phase 1: 166 Spaces Phase 1: 166 Required Proposed Phase 2: 247 Spaces Phase 2: 243 Required Proposed G:\PLANNING\2012\PAl2-0073 Crossroads Church CUP\Planning\Hearing\STAFF REPORT.doc 1 BACKGROUND SUMMARY On April 12, 2012, Howard Parsell submitted Planning Application PAl2-0073 on behalf of Crossroads Church. The application consisted of a Minor Conditional Use Permit to conduct religious services within an existing industrial structure and a Minor Modification to add parking via striping at the rear of the structure, to construct a new parking lot on the parcel immediately to the south, and to add two exterior doors and related pedestrian path on the west elevation of the existing structure. The project will be developed in two phases. Phase 1 will consist of tenant improvement work and the two exterior doors and related pedestrian path on the west elevation. Additional parking will be added to the rear of the structure via striping. Phase 2 will consist of additional tenant improvements and the construction of a thirty-six space parking lot on the parcel immediately south of the project site. Staff has worked with the applicant to ensure that all concerns have been addressed, and the applicant concurs with the recommended Conditions of Approval. ANALYSIS Crossroads Church is currently conducting religious services from an existing structure within a Light Industrial (LI) zone via a Major Temporary Use Permit (PAl2-0222). This permit will expire on December 20, 2013. Per the City of Temecula Development Code (Table 17.08.030), churches conducting religious services in the Light Industrial zone must obtain a Conditional Use Permit (CUP). Crossroads Church provides religious services to adults and children. Daycare facilities are not provided by the church and no educational institution use is proposed for the church with the exception of traditional Sunday school classes. The hours of operation for the church are as follows: • Sunday 7 a.m. to 2 p.m. — Church Service (adult services with children's ministry) • Monday thru Friday 8:30 a.m. to 4:30 p.m. - Office Hours • Wednesday Evening 6 p.m. to 8:30 p.m. - Church Service (adult services with children's ministries) � Saturday — Office Closed The church will grow operations over two phases. The Minor Modification will allow for several alterations to be made to the structure and project site. Phase 1 will consist of the addition of two exterior doors on the west elevation that will match existing doors on the west elevation. A new pedestrian pathway leading to disabled spaces will also be installed. The first phase will also include the addition of sixteen parking spaces in the rear of the structure. These spaces will ensure the parking requirements for the 5,800 square foot sanctuary are met. Phase 2 will feature a larger sanctuary totaling 8,500 square feet. This new sanctuary will replace the Phase 1 sanctuary that will then be used as a multi-purpose room. The larger sanctuary will require 75 additional parking spaces. These spaces will be added at the rear of the structure, as well as on the adjacent property located immediately south of the project site. The newly constructed parking lot will contain 36 spaces and feature a vehicular and pedestrian drive-aisle between the two parcels. A reciprocal parking agreement between the two property G:\PLANNING\2012\PAl2-0073 Crossroads Church CUP\Planning\Hearing\STAFF REPORT.doc 2 owners has been recorded at the County Assessor's Office. All new Phase 2 parking areas meet all City of Temecula Development Code and Design Guidelines requirements. A traffic study was completed for the project in December of 2012 due to concerns about the church's impact on the surrounding circulation system. The study was conducted by Trames Solutions and concluded that the church will not have a significant impact on the operation of the surrounding street system and intersections. LEGAL NOTICING REQUIREMENTS Notice of the public hearing was published in the Californian on July 11, 2013 and mailed to the property owners within the required 600-foot radius. ENVIRONMENTAL DETERMINATION In accordance with the California Environmental Quality Act, the proposed project has been deemed to be categorically exempt from further environmental review (Section 15311, Class 11 Accessory Structures (Small Parking Lot); Section 15301, Class 1 Existing Facilities (Exterior Doors/Pedestrian Pathway). Section 15311 — The proposed small parking lot will allow for additional parking for the existing structure. In addition, the small parking lot meets all requirements of the City of Temecula Municipal Code, Design Guidelines and other ordinances and regulations. Section 15301 — The two exterior doors, pedestrian pathway and rear parking (via striping) will be added to an existing industrial structure. No square footage will be added to the structure. Therefore fhe use involves a negligible expansion of an existing structure. FINDINGS Conditional Use Permit (Section 17.04.010.E) The proposed conditional use is consistent with the General Plan and the Development Code. The proposed religious facility is located within a Light Industrial (LI) zoning district. These types of uses require a Conditional Use Permit in L/ zones. The project has been reviewed and conditioned to ensure it is consistent with the City of Temecula General Plan and Development Code. The proposed conditional use is compatible with the nature, condition and development of adjacent uses, buildings and structures and the proposed conditional use will not adversely affect the adjacent uses, buildings or structures. The proposed use is for a religious facility located within an LI zoning district. According to the City of Temecula Development Code, these types of uses are allowed in LI districts upon the approval of a Conditional Use Permit. Other light industrial uses surround the project on all sides with the exception of the west elevation. Ynez Road and a vacant lot are located to the west of the project site. The project has been reviewed and conditioned to ensure it will not adversely affect adjacent uses, buildings or structures. G:\PLANNING\2012\PAl2-0073 Crossroads Church CUP\Planning\Hearing\STAFF REPORT.doc 3 The site for a proposed conditional use is adequate in size and shape to accommodate the yards, walls, fences, parking and loading facilities, buffer areas, landscaping, and other development features prescribed in this Development Code and required by the Planning Commission or City Council in order to integrate the use with other uses in the neighborhood. The proposed project has been reviewed and conditioned to ensure that the requirements for yards, walls, fences, parking and loading facilities, buffer areas, landscaping, and other development features required in the City of Temecula Development Code have been satisfied. As a result, the project is designed to integrate into the surrounding area. The nature of the proposed conditional use is not detrimental to the health, safety and general welfare of the community. The project is for a religious facility /ocated in an L/ zoning district. Religious facilities are a conditionally permitted use in the LI zone. The project has been reviewed and conditioned to ensure it meets the Development, Fire and Building Codes. These codes contain provisions to ensure the project will not be detrimental to the health, safety and general welfare of the community. In addition, a traffic study was completed for the project by an independent consultant. The study concluded that the project will not have a significant traffic impact on the operation of the surrounding street system and intersections. That the decision to approve, conditionally approve, or deny the application for a conditional use permit be based on substantial evidence in view of the record as a whole before the Director of Community Development. The decision to conditionally approve the application for the Conditional Use Permit will be based on substantial evidence in view of the record as a whole before the Director of Community Development. Minor Modification (Section 17.05.030.E) The proposed use is in conformance with the General Plan for Temecula and with all applicable requirements of State law and other Ordinances of the city. The project is located within a Light Industrial (LI) zoning district. Religious facilities are permitted in Ll zoning districts upon the approval of a Conditional Use Permit (CUP). The project has been reviewed to ensure its compliance with the General Plan for Temecula and with all applicable requirements of State law and other Ordinances of the City. The overall development of the land is designed for the protection of the public health, safety, and general welfare. The project is for a religious facility located in an LI zoning district. Religious facilities are a conditionally permitted use in the L/ zone. The project has been reviewed and conditioned to ensure it meets the Development, Fire and Building Codes. These Codes contain provisions that will ensure the project will not be detrimental to the health, safety and general welfare of the community. In addition, a traffic study was completed for the project by an independent consultant. The study concluded that the project will not have a significant traffic impact on the operation of the surrounding street system and intersections. G:\PLANNING\2012\PAl2-0073 Crossroads Church CUP\Planning\Hearing\STAFF REPORT.doc 4 ATTACH M ENTS Vicinity Map Plan Reductions Resolution Exhibit A- Draft Conditions of Approval State of Operations Traffic Study Notice of Public Hearing G:\PLANNING�2012\PAl2-0073 Crossroads Church CUP\Planning\Hearing\STAFF REPORT.doc 5 VICINITY MAP R T � � � O� � I � ! N � PAl2-0073 , �s �� ��Q- � � �G � �� O� N� 2 � r� i 0 250 500 Feet 1 PLAN REDUCTIONS G�OO �/�In G�G�DD CROSS ROADS CHURCH pQ����� �o������r 26090 Ynez Road — Temecula California 92590 r `�""` u ° . � ����i e�q �. 9�y e �oq . . �xw ww ert�T wre� uo� w ouis��au ow �rso�es OENERAL NOTES """"` STRUCTUHAL SPECIFICATIONS FIRE PREVENTION NOTES INDEX TO DRAWINQS a e�� o� xo.,m o,�,.i� �ROYP6TMI IIOTCL � �� � �� a �� d � � � � '� pnF � 1 . �� � �� �� ' Wct� En9inaef'p. inc. �� «. �ma/r .nu.�mi w�aw�w�m�emv� ..r �wm�r ei e. mr�w. d TsriwaAa F=e P &vaeu s� �v 6�a�a q�ry �n e� wr r+9�r'. 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U 11 p ��c ..c�. . � . . uas. �ow T � aZ�"s� � sr��u m e�u o° aua C�eckedBy: FM ' PO a� 1' . , aw�c�r e+o�ru w. R.. .uw Pb� Date: tr01-2013 �,.�M,�w�.�a,o '* �.ow�. w.w�...�..�mr a �s�.� �A—F- �., rz..uoxccaur.c* � :, �� ,o .� „ �. .� � ���-�— a�:� �,� L—G �� �� ��� .��� • . � - �� � ry �� . TREEPLANTINGDETAIL . . . . ' OI 06 Snrets DH RESOLUTION DH RESOLUTION NO. 13- A RESOLUTION OF THE PLANNING DIRECTOR OF THE CITY OF TEMECULA APPROVING PLANNING APPLICATION NO. PAl2-0073, A MINOR CONDITIONAL USE PERMIT TO ALLOW CROSSROADS CHURCH TO OPERATE WITHIN AN EXISTING INDUSTRIAL BUILDING, AND A MINOR MODIFICATION TO INCLUDE AN EXPANSION OF ON AND OFF-SITE PARKING SPACES AND NEW DOORS FOR ACCESS TO THE STRUCTURE ON THE FRONT ELEVATION LOCATED AT 26090 YNEZ ROAD (APN 910-110-042) Section 1. Procedural Findings. The Planning Director of the City of Temecula does hereby find, determine and declare that: A. On April 12, 2012, Howard Parsell, on behalf of Crossroads Church, filed Planning Application No. PAl2-0073, a Conditional Use Permit and Minor Modification Application in a manner in accord with the City of Temecula General Plan and Development Code. B. The Application was processed including, but not limited to a public notice, in the time and manner prescribed by State and local law. C. The Planning Director, at a regular meeting, considered the Application and environmental review on July 25, 2013, at a duly noticed public hearing as prescribed by law, at which time the City staff and interested persons had an opportunity to and did testify either in support or in opposition to this matter. D. At the conclusion of the Director's Hearing and after due consideration of the testimony, the Planning Director approved Planning Application No. PAl2-0073 subject to Conditions of Approval, after finding that the project proposed in Planning Application No. PAl2-0073, conformed to the City of Temecula's General Plan Development Code. Section 2. Further Findings. The Planning Director, in approving Planning Application No. PAl2-0073, hereby makes the following findings as required by the City of Temecula Development Code (Conditional Use Permit Section 17.04.010.E and Minor Modification Section 17.05.030.E): Conditional Use Permit (Section 17.04. 010. E) A. The proposed use is in conformance with the General Plan for Temecula and with all applicable requirements of State law and other Ordinances of the City; The proposed religious facility is located within a Light Industrial (LI) zoning district. These types of uses require a Conditional Use Permit in LI zones. The project has been reviewed and conditioned to ensure it is consistent with the City of Temecula General Plan and Development Code. B. The proposed conditional use is compatible with the nature, condition and development of adjacent uses, buildings and structures and the proposed conditional use will not adversely affect the adjacent uses, buildings or structures; The proposed use is for a religious facility located within an LI zoning district. According to the City of Temecula Development Code, these types of uses are allowed in LI districts upon the approval of a Conditional Use Permit. Other light industria/ uses surround the project on all sides with the exception of the west e/evation. Ynez Road and a vacant lot are located to the west of the project site. The project has been reviewed and conditioned to ensure it will not adversely affect adjacent uses, buildings or structures. C. The site for a proposed conditional use is adequate in size and shape to accommodate the yards, walls, fences, parking and loading facilities, buffer areas, landscaping, and other development features prescribed in this Development Code and required by the Planning Commission or City Council in order to integrate the use with other uses in the neighborhood; The proposed project has been reviewed and conditioned to ensure that the requirements for yards, walls, fences, parking and /oading facilities, buffer areas, landscaping, and other development features required in the City of Temecu/a Development Code have been satisfied. As a result, the project is designed to integrate into the surrounding area. D. The nature of the proposed conditional use is not detrimental to the health, safety and general welfare of the community; The project is for a religious facility located in an LI zoning district. Religious facilities are a conditionally permitted use in the LI zone. The project has been reviewed and conditioned to ensure it meets the Development, Fire and Building Codes. These codes contain provisions to ensure the project will not be detrimental to the hea/th, safety and general welfare of the community. In addition, a traffic study was completed for the project by an independent consultant. The study concluded that the project will not have a significant traffic impact on the operation of the surrounding street system and intersections. E. That the decision to approve, conditionally approve, or deny the application for a conditional use permit be based on substantial evidence in view of the record as a whole before the Director of Planning; The decision to approve, conditionally approve, or deny the application for the Conditional Use Permit will be based on substantia/ evidence in view of the record as a whole before the Director of Planning. Minor Modification (Section 17.05.030.E) F. The proposed use is in conformance with the General Plan for Temecula and with all applicable requirements of State law and other Ordinances of the City; The project is located within a Light Industrial (LI) zoning district. Religious facilities are permitted in LI zoning districts upon the approval of a Conditional Use Permit (CUP). The project has been reviewed to ensure its compliance with the General Plan for Temecula and with all applicab/e requirements of State /aw and other Ordinances of the City. G. The overall development of the land is designed for the protection of the public health, safety, and general welfare: The project is for a religious facility located in an LI zoning district. Religious facilities are a conditionally permitted use in the LI zone. The project has been reviewed and conditioned to ensure it meets the Development, Fire and Building Codes. These Codes contain provisions that will ensure the project will not be detrimental to the health, safety and general we/fare of the community. In addition, a traffic study was completed for the project by an independent consultant. The study concluded that the project will not have a significant traffic impact on the operation of the surrounding street system and intersections. Section 3. Environmental Findings. The Planning Director hereby makes the following environmental findings and determinations in connection with the approval of the Conditional Use Permit and Minor Modification Application: A. In accordance with the California Environmental Quality Act, the proposed project has been deemed to be categorically exempt from further environmental review.; Section 15311, Class 11, Accessory Structures The proposed small parking lot will allow for additional parking for the existing structure. In addition, the small parking lot meets al/ requirements of the City of Temecula Municipal Code, Design Guidelines and other ordinances and regulations. Section 15301, Class 1, Existing Facilities The two exterior doors, pedestrian pathway and rear parking (via striping) will be added to an existing industrial structure. No square footage will be added to the structure. Therefore the use involves a negligible expansion of an existing structure. Section 4. Conditions. The Planning Director of the City of Temecula approves Planning Application No. PAl2-0073, a Minor Conditional Use Permit to allow Crossroads Church to operate within an existing industrial building, and a Minor Modification to include an expansion of on and off-site parking spaces and new doors for access to the structure on the front elevation, located at 26090 Ynez Road subject to the Conditions of Approval set forth on Exhibit A, attached hereto, and incorporated herein by this reference. Section 5. PASSED, APPROVED AND ADOPTED by the City of Temecula Planning Director this 25th day of July, 2013. Patrick Richardson, Director of Community Development I, Cynthia Lariccia, Secretary of the Temecula Director's Hearing, do hereby certify that the forgoing DH Resolution No. 13- was duly and regularly adopted by the Planning Director of the City of Temecula at a regular meeting thereof held on the 25th day of July, 2013. Cynthia Lariccia, Secretary EXHIBIT A CONDITIONS OF APPROVAL EXHIBIT A CITY OF TEMECULA DRAFT CONDITIONS OF APPROVAL Planning Application No.: PAl2-0073 Project Description: A Minor Conditional Use Permit and Minor Modification application to allow Crossroads Church to operate within an existing industrial building located at 26090 Ynez Road. The project will be constructed in two phases. Modifications include an expansion of on and off-site parking spaces and new doors for access to the structure on the front elevation Assessor's Parcel No.: 910-110-042 MSHCP Category: N/A (No new grading/square footage) DIF Category: N/A (No new square footage) TUMF Category: Exempt (No new square footage) Quimby Category: N/A (Non-Residential Project) Approval Date: July 25, 2013 Expiration Date: July 25, 2015 PLANNING DEPARTMENT Within 48 Hours of the Approval of This Project PL-1. The applicant/developer shall deliver to the Planning Department a cashier's check or money order made payable to the County Clerk in the amount of Fifty Dollars ($50.00) for the County administrative fee, to enable the City to file the Notice of Exemption as provided under Public Resources Code Section 21152 and California Code of Regulations Section 15062. If within said 48-hour period the applicant/ developer has not delivered to the Planning Department the check as required above, the approval for the project granted shall be void by reason of failure of condition (Fish and Wildlife Code Section 711.4(c)). General Requirements PL-2. The applicant and owner of the real property subject to this condition shall hereby agree to indemnify, protect, hold harmless, and defend the City with Legal Counsel of the City's own selection from any and all claims, actions, awards, judgments, or proceedings against the City to attack, set aside, annul, or seek monetary damages resulting, directly or indirectly, from any action in furtherance of and the approval of the City, or any agency or instrumentality thereof, advisory agency, appeal board or legislative body including actions approved by the voters of the City, concerning the Planning Application. The City shall be deemed for purposes of this condition, to include any agency or instrumentality thereof, or any of its elected or appointed officials, officers, employees, consultants, contractors, legal counsel, and agents. City shall promptly notify both the applicant and landowner of any claim, action, or proceeding to which this condition is applicable and shall further cooperate fully in the defense of the action. The City reserves the right to take any and all action the City deems to be in the best interest of the City and its citizens in regards to such defense. PL-3. The permittee shall obtain City approval for any modifications or revisions to the approval of this project. PL-4. This approval shall be used within two years of the approval date; otherwise, it shall become null and void. By use is meant the beginning of substantial construction contemplated by this approval within the two year period, which is thereafter diligently pursued to completion, or the beginning of substantial utilization contemplated by this approval. PL-5. The Planning Director may, upon an application being filed prior to expiration, and for good cause, grant a time extension of up to 3 one-year extensions of time, one year at a time. PL-6. The development of the premises shall substantially conform to the approved site plan and elevations contained on file with the Planning Department. PL-7. Landscaping installed for the project shall be continuously maintained to the reasonable satisfaction of the Planning Director. If it is determined that the landscaping is not being maintained, the Planning Director shall have the authority to require the property owner to bring the landscaping into conformance with the approved landscape plan. The continued maintenance of all landscaped areas shall be the responsibility of the developer or any successors in interest. PL-8. Other than stormwater, it is illegal to allow liquids, gels, powders, sediment, fertilizers, landscape debris, and waste from entering the storm drain system or from leaving the property. Spills and leaks must be cleaned up immediately. Do not wash, maintain, or repair vehicles onsite. Do not hose down parking areas, sidewalks, alleys, or gutters. Ensure that all materials and products stored outside are protected from rain. Ensure all trash bins are covered at all times. PL-9. Parking for the project shall be shared across the site, including parking spaces in all lots that are a part of the project. If the project involves multiple lots, the applicant shall submit to the Planning Department a copy of a recorded Reciprocal Use Agreement, which provides for cross-lot access and parking across all lots. PL-10. If construction is phased, a construction staging area plan or phasing plan for construction equipment and trash shall be approved by the Planning Director. PL-11. The applicant shall comply with their Statement of Operations Submitted April 12, 2012, on file with the Planning Department, unless superseded by these Conditions of Approval. PL-12. This Conditional Use Permit may be revoked pursuant to Section 17.03.080 of the Ciry's Development Code. PL-13. The City, its Planning Director, Planning Commission, and City Council retain and reserve the right and jurisdiction to review and modify this Conditional Use Permit (including the Conditions of Approval) based on changed circumstances. Changed circumstances include, but are not limited to, the modification of business, a change in scope, emphasis, size of nature of the business, and the expansion, alteration, reconfiguration or change of use. The reservation of right to review any Conditional Use Permit granted or approved or conditionally approved hereunder by the City, its Planning Director, Planning Commission and City Council is in addition to, and not in- lieu of, the right of the City, its Planning Director, Planning Commission, and City Council to review, revoke or modify any Conditional Use Permit approved or conditionally approved hereunder for any violations of the conditions imposed on such Conditional Use Permit or for the maintenance of any nuisance condition or other code violation thereon. PL-14. The developer shall contact the City's franchised solid waste hauler for disposal of construction and demolition debris. Only the City's franchisee may haul demolition and construction debris. PL-15. The applicant shall comply with the Public Art Ordinance. Prior to Issuance of Grading Permit(s) PL-16. Provide the Planning Department with a copy of the underground water plans and electrical plans for verification of proper placement of transformer(s) and double detector check prior to final agreement with the utility companies. PL-17. The off-site parking lot shall be installed complete with landscaping before the phase 2 sanctuary will be permitted for use. PL-18. The following shall be included in the Notes Section of the Grading Plan: "If at any time during excavation/construction of the site, archaeological/cultural resources, or any artifacts or other objects which reasonably appears to be evidence of cultural or archaeological resource are discovered, the property owner shall immediately advise the City of such and the City shall cause all further excavation or other disturbance of the affected area to immediately cease. The Planning Director at his/her sole discretion may require the property owner to deposit a sum of money it deems reasonably necessary to allow the City to consult and/or authorize an independent, fully qualified specialist to inspect the site at no cost to the City, in order to assess the significance of the find. Upon determining that the discovery is not an archaeological/ cultural resource, the Planning Director shall notify the property owner of such determination and shall authorize the resumption of work. Upon determining that the discovery is an archaeological/cultural resource, the Planning Director shall notify the property owner that no further excavation or development may take place until a mitigation plan or other corrective measures have been approved by the Planning Director." PL-19. If cultural resources are discovered during the project construction (inadvertent discoveries), all work in the area of the find shall cease, and a qualified archaeologist and representatives of the Pechanga Tribe shall be retained by the project sponsor to investigate the find, and make recommendations as to treatment and mitigation. PL-20. The landowner agrees to relinquish ownership of all cultural resources, including all archaeological artifacts that are found on the project area, to the Pechanga Tribe for proper treatment and disposition. PL-21. All sacred sites are to be avoided and preserved. PL-22. A copy of the Rough Grading Plans shall be submitted and approved by #he Planning Department. Prior to Issuance of Building Permit(s) PL-23. The applicant shall submit a photometric plan, including the parking lot to the Planning Department, which meets the requirements of the Development Code and the Palomar Lighting Ordinance. The parking lot light standards shall be placed in such a way as to not adversely impact the growth potential of the parking lot trees. PL-24. For the Phase 2 parking lot improvements, four copies of Construction Landscaping and Irrigation Plans shall be reviewed and approved by the Planning Department. These plans shall conform to the approved conceptual landscape plan, or as amended by these conditions. The location, number, height and spread, water usage or KC value, genus, species, and container size of the plants shall be shown. The plans shall be consistent with the Water Efficient Ordinance and Water Storage Contingency Plan per the Rancho California Water District. The plans shall be accompanied by the appropriate filing fee (per the City of Temecula Fee Schedule at time of submittal) and one copy of the approved Grading Plan. PL-25. For the Phase 2 parking lot improvements, the Landscaping and Irrigation Plans shall provide a minimum five-foot wide planter to be installed at the perimeter of all parking areas. Curbs, walkways, etc. are not to infringe on this area. PL-26. For the Phase 2 parking lot improvements, the Landscaping and Irrigation Plans shall include a note stating that "Three landscape site inspections are required. The first inspection will be conducted at installation of irrigation while trenches are open. This will verify that irrigation equipment and layout is per plan specifications and details. Any adjustments or discrepancies in actual conditions will be addressed at this time and will require an approval to continue. Where applicable, a mainline pressure check will also be conducted. This will verify that the irrigation mainline is capable of being pressurized to 150 psi for a minimum period of two hours without loss of pressure. The second inspection will verity that all irrigation systems are operating properly, and to verify that all plantings have been installed consistent with the approved construction landscape plans. The third inspection will verify property landscape maintenance for release of the one-year landscape maintenance bond." The applicanUowner shall contact the Planning Department to schedule inspections. PL-27. For the Phase 2 parking lot improvements, the Landscaping and Irrigation Plans shall include a note on the plans stating that "The contractor shall provide two copies of an agronomic soils report at the first irrigation inspection." PL-28. For the Phase 2 parking lot improvements, the Landscaping and Irrigation Plans shall include water usage calculations per Chapter 17.32 of the Development Code (Water Efficient Ordinance), the total cost estimate of plantings and irrigation (in accordance with approved plan). Applicant shall use evapotranspiration (ETo) factor of 0.70 for calculating the maximum allowable water budget. PL-29. Forthe Phase 2 parking lot improvements, a landscape maintenance program shall be submitted for approval, which details the proper maintenance of all proposed plant materials to assure proper growth and landscape development for the long-term esthetics of the property. The approved maintenance program shall be provided to the landscape maintenance contractor who shall be responsible to carry out the detailed program. PL-30. All WQMP treatment devices, including design details, shall be shown on the construction landscape plans. If revisions are made to the WQMP design that result in any changes to the conceptual landscape plans after entitlement, the revisions will be shown on the construction landscape plans, subject to the approval of the Planning Director. PL-31. All utilities shall be screened from public view. Landscape construction drawings shall show and label all utilities and provide appropriate screening. Provide a three-foot clear zone around fire check detectors as required by the Fire Department before starting the screen. Group utilities together in order to reduce intrusion. Screening of utilities is not to look like an after-thought. Plan planting beds and design around utilities. Locate all light poles on plans and insure that there are no conflicts with trees. PL-32. The developer shall provide the Planning Department verification of arrangements made with the City's franchise solid waste hauler for disposal of construction and demolition debris. Prior to Release of Power, Building Occupancy or Any Use Allowed by This Permit PL-33. All required landscape planting and irrigation shall have been installed consistent with the approved construction plans and shall be in a condition acceptable to the Planning Director. The plants shall be healthy and free of weeds, disease, or pests. The irrigation system shall be properly constructed and in good working order. PL-34. Performance securities, in amounts to be determined by the Planning Director, to guarantee the maintenance of the plantings in accordance with the approved construction landscape and irrigation plan shall be filed with the Planning Department for a period of one year from final Certificate of Occupancy. After that year, if the landscaping and irrigation system have been maintained in a condition satisfactory to the Planning Director, the bond shall be released upon request by the applicant. PL-35. Each parking space reserved for the handicapped shall be identified by a permanently affixed reflectorized sign constructed of porcelain on steel, beaded text or equal, displaying the International Symbol of Accessibility. The sign shall not be smaller than 70 square inches in area and shall be centered at the interior end of the parking space at a minimum height of 80 inches from the bottom of the sign to the parking space finished grade, or centered at a minimum height of 36 inches from the parking space finished grade, ground, or sidewalk. A sign shall also be posted in a conspicuous place, at each entrance to the off-street parking facility, not less than 17 inches by 22 inches, clearly and conspicuously stating the following: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed by telephoning (951) 696-3000." PL-36. In addition to the above requirements, the surface of each parking place shall have a surface identification sign duplicating the Symbol of Accessibility in blue paint of at least three square feet in size. PL-37. All site improvements, including but not limited to, parking areas and striping shall be installed. PL-38. All of the foregoing conditions shall be complied with prior to occupancy or any use allowed by this permit. OUTSIDE AGENCIES PL-39. The applicant shall comply with the recommendations set forth in the County of Riverside Department of Environmental Health's transmittal dated April 30, 2012, a copy of which is attached. BUILDING AND SAFETY DIVISION General Conditions/Information B-1. All design components shall comply with applicable provisions of the 2010 edition of the California Building, Plumbing and Mechanical Codes; 2010 California Electrical Code; California Administrative Code, 2010 California Energy Codes, 2010 California Green Building Standards, California Title 24 Disabled Access Regulations, and City of Temecula Municipal Code. B-2. 2010 California Green Building Standards provide 10% voluntary measures on project. B-3. Provide details of all applicable disabled access provisions and building setbacks on plans. B-4. Provide disabled access from the public way to the main entrance of the building. B-5. Provide van accessible parking located as close as possible to the main entry. B-6. Show path of accessibility from parking to furthest point of improvement. B-7. Show path of travel from public right way to all public areas on site. B-8. Obtain all building plans and permit approvals prior to commencement of any construction work. Trash enclosures, patio covers, light standards, and any block walls will require separate approvals and permits. B-9. Signage shall be posted conspicuously at the entrance to the project that indicates the hours of construction, as allowed by the City of Temecula Municipal Ordinance 9.20.060, for any site within one-quarter mile of an occupied residence. The permitted hours of construction are Monday through Friday from 7:00 a.m. to 6:30 p.m., and Saturday from 7:00 a.m. to 6:30 p.m. No work is permitted on Sundays and nationally recognized Government Holidays. B-10. The City of Temecula adopted an ordinance on March 31, 2003 to collect fees for a Riverside County area wide Transportation Uniform Mitigation Fee (TUMF). This project is subject to payment of these fees at the time of building permit issuance. The fees are subject to the provisions of Chapter 15.08 of the Temecula Municipal Code and the fee schedule in effect at the time of building permit issuance. B-11. Provide an approved automatic fire sprinkler system. At Plan Review Submittal B-12. Provide electrical plan including load calculations and panel schedule, plumbing schematic and mechanical plan applicable to scope of work for plan review. Prior to Issuance of Building Permit(s) B-13. Provide appropriate stamp of a registered professional with original signature on plans. Prior to Beginning of Construction B-14. A pre-construction meeting is required with the building inspector prior to the start of the building construction. FIRE PREVENTION General Requirements F-1. Final fire and life safety conditions will be addressed when building plans are reviewed by Fire Prevention. These conditions will be based on occupancy, use, the California Building Code (CBC), California Fire Code (CFC), and related codes which are in force at the time of building plan submittal. Prior to Issuance of Building Permit(s) F-2. Fire Department vehicle access roads shall have an unobstructed width of not less than 24 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches (CFC Chapter 5 and Temecula City Ordinance 15.16.020). F-3. Fire sprinkler plans shall be submitted to Fire Prevention for approval. Three sets of sprinkler plans must be submitted by the installing contractor to the Fire Prevention Bureau. These plans must be submitted prior to the issuance of building permit. These systems shall be complete and operational prior to the building being occupied. F-4. Fire alarm plans shall be submitted to Fire Prevention for approval. Three sets of alarm plans must be submitted by the installing contractor to the Fire Prevention Bureau. The fire alarm system is required to have a dedicated circuit from the house panel. These plans must be submitted prior to the issuance of building permit. These systems shall be complete and operational prior to the building being occupied. A voice evacuation system will be required due to the occupant load. F-5. If the rooms that are being used for study purposes are labeled as a classroom, then they will be considered an `E' occupancy and then the building will be required to be equipped with smoke detection. Prior to Issuance of Certificate of Occupancy F-6. Hydrant locations shall be identified by the installation of reflective markers (blue dots per Temecula City Ordinance 15.16.020). F-7. New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Commercial buildings shall have a minimum of 12-inch numbers with suite numbers being a minimum of six inches in size. All suites shall have a minimum of six-inch high letters and/or numbers on both the front and rear doors (CFC Chapter 5 and Temecula City Ordinance 15.16.020). F-8. A"Knox-Box" shall be provided. The Knox-Box shall be installed a minimum of six feet in height and be located to the right side of the fire riser sprinkler room (CFC Chapter 5). POLICE DEPARTMENT General Requirements PD-1. Applicant shall ensure all landscaping surrounding any proposed equipment structure and slim line poles is kept at a height of no more than three feet from ground level. Plants, hedges and shrubbery shall be defensible plants to deter would-be intruders from breaking into the structure utilizing lower level entry ways. PD-2. Applicant shall ensure any trees surrounding any structure rooftop be kept at a distance to prevent roof accessibility by would-be burglars. Since trees also act as a natural ladder, the branches must be pruned to have a six-foot clearance from the structure. PD-3. Any berms shall not exceed three feet in height. PD-4. The placement of any landscaping should be in compliance with guidelines from Crime Prevention Through Environmental Design (CPTED). PD-5. Any exterior lighting to the structure must be in compliance with Riverside County Mount Palomar Lighting Ordinance 655, low pressure sodium lighting preferred. PD-6. Any exterior doors shall have vandal resistant light fixtures installed above the door. The door area shall be illuminated with a minimum one-foot candle illumination at ground level, evenly dispersed. PD-7. Any lighting affixed to the buildings shall be vandal resistant, wall mount light fixtures. PD-8. All doors, windows, locking mechanisms, hinges, and other miscellaneous hardware shall be commercial or institution grade. PD-9. Any graffiti painted or marked upon the structure should be removed or painted over within twenty-four (24) hours of being discovered. Report all crimes to the Temecula Police 24-hour dispatch center at 951-696-HELP. PD-10. Any roof hatches shall be painted "International Orange." PD-11. Crime Prevention Through Environmental design (CPTED) as developed by the National Crime Prevention Institute (NCPI) supports the concept that "the proper design and effective use of the built environment can lead to a reduction in the fear and incidence of crime and an improvement in the quality of life." The nine primary strategies that support this concept are included below: a. Provide clear border definition of controlled space. Examples of border definition may include fences, shrubbery or signs in exterior areas. Within a building, the arrangement of furniture and color definition can serve as a means of identifying controlled space. b. Provide clearly marked transitional zones. Persons need to be able to identify when they are moving from public to semi-public to private space. c. Gathering or congregating areas to be located or designated in locations where there is good surveillance and access control. d. Place safe activities in unsafe locations. Safe activities attract normal users to a location and subsequently render the location less attractive to abnormal users due to observation and possible intervention. e. Place unsafe activities in safe locations. Placing unsafe activities in areas of natural surveillance or controlled access will help overcome risk and make the users of the areas feel safer. f. Redesign the use of space to provide natural barriers. Separate activities that may conflict with each other (outdoor basketball court and children's play area, for example) by distance, natural terrain or other functions to avoid such conflict. g. Improve scheduling of space. The timing in the use of space can reduce the risk for normal users and cause abnormal users to be of greater risk of surveillance and intervention. h. Redesign space to increase the perception of natural surveillance. Abnormal users need to be aware of the risk of detection and possible intervention. Windows and clean lines-of sight serve to provide such a perception of surveillance. i. Overcome distance and isolation. This strategy may be accomplished through improved communications (portable two-way radios, for example) and design efficiencies, such as the location of restrooms in a public building. PD-12. Any questions regarding these conditions should be directed to the Temecula Police Department Crime Prevention and Plans Unit at (951) 506-5131. PUBLIC WORKS DEPARTMENT General Requirements PW-1. Unless otherwise noted, all conditions shall be completed by the developer at no cost to any Government Agency. It is understood that the developer correctly shows on the site plan all existing and proposed property lines, easements, traveled ways, improvement constraints and drainage courses, and their omission may require the project to be resubmitted for further review and revision. PW-2. The project is proposed to be developed in two phases. a. Phase 1 consists of restriping existing parking spaces along the easterly parcel boundary b. Phase 2 consists parking lot expansions, associated with the Sanctuary improvements: i. Addition of 42 parking spaces along the easterly parcel boundary and ii. Addition of 36 parking spaces along the northerly parcel boundary of Parcel Map No. 21361, Parcel 9(APN 910-110-041) PW-3. A Grading Permit for precise grading, including all on-site flat work and improvements, shall be obtained from the Department of Public Works prior to commencement of any construction outside of the City-maintained street right-of-way. PW-4. An Encroachment Permit shall be obtained from the Department of Public Works prior to commencement of any construction within an existing or proposed City right-of-way. PW-5. All improvement plans shall be coordinated for consistency with adjacent projects and existing improvements contiguous to the site and shall be submitted on standard 24" x 36" City of Temecula mylars. PW-6. The project shall include construction-phase pollution prevention controls into the design of the project to prevent non-permitted runoff from discharging off site or entering any storm water conveyance system or receiving water during all field-related activities. PW-7. The conceptually-accepted water quality trench must be incorporated into the precise grading plan as part of the initial grading plan submittal package. The precise grading plan must incorporate all comments related to the trench provided during the previous round of plan review. PW-8. Permanent landscape and irrigation plans shall be consistent with the accepted water quality trench. PW-9. All onsite drainage and the water quality trench shall be privately maintained. Prior to Issuance of Grading Permit — Phase 2(Sanctuary) PW-10. The developer shall obtain an easement for ingress and egress over the adjacent property. PW-11. The developer shall obtain a letter of approval for the construction of the proposed parking lot located on Parcel 9 of Parcel Map No. 21361 (APN 910-110-041). The letter shall be in format as directed by the Department of Public Works. PW-12. The water quality trench must receive final acceptance by the Department of Public Works. PW-13. The project shall submit a completed Water Quality Operation and Maintenance (O&M) Agreement that must include the owner's notarized signature, proof of recordation with the County Recorder's Office, and all long-term maintenance procedures for the water quality trench. PW-14. A grading plan shall be prepared by a registered civil engineer in accordance with City of Temecula standards, and shall be reviewed and approved by the Department of Public Works prior to the commencement of grading. The grading plan shall include all necessary erosion control measures needed to adequately protect the site (public and private) and adjoining properties from damage due to erosion. PW-15. The developer shall post security and enter into an agreement guaranteeing the grading and erosion control improvements in conformance with applicable City Standards and subject to approval by the Department of Public Works in accordance with the Construction, Grading and Encroachment Ordinance Section 18.24.140. PW-16. A Soils Report shall be prepared by a registered soil or civil engineer and submitted to the Department of Public Works with the initial grading plan check. The report shall address all soil conditions of the site, and provide recommendations forthe construction of engineered structures and pavement sections. PW-17. Construction-phase pollution prevention controls shall be consistent with the Temecula Municipal Code Chapter 18.15 and associated technical manual and the City's standard notes for Erosion and Sediment Control. PW-18. The developer shall comply with all constraints which may be shown upon an Environmental Constraint Sheet (ECS) recorded with any underlying maps related to the subject property. PW-19. The applicant shall comply with the provisions of Chapter 8.24 of the Temecula Municipal Code (Habitat Conservation) by paying the appropriate fee set forth in that ordinance or by providing documented evidence that the fees have already been paid. PW-20. For Phase 2, the estimated water quality infiltration rate listed on the "Infiltration Trench Design Procedure" worksheet shall be field-verified per the engineer's footnote on the worksheet. In addition, a percolation test report shall be submitted to the City for review. Based on the percolation test results, the trench dimensions may need to be adjusted. Site revisions will need to be processed through the Planning Department. Prior to Issuance of Building Permit PW-21. The developer shall vacate and dedicate the abutters rights of access along Ynez Road pursuant to the new location of the driveway. Prior to Issuance of Certificate of Occupancy PW-22. For Phase 2, the developer shall complete all improvements associated with the approved grading plans. PW-23. The project shall demonstrate that the water quality trench has been constructed and installed in conformance with approved plans and is ready for immediate implementation. PW-24. The existing improvements shall be reviewed. Any appurtenance damaged or broken shall be repaired or removed and replaced to the satisfaction of the Department of Public Works. PW-25. All necessary certifications and clearances from engineers, utility companies and public agencies shall be submitted as required by the Department of Public Works. � RIVERSI�E COUNTY COMMIJN r HEALTH AGENCY aEPARTMENT OF ENVIRC�NMENTAL HEALTH Apri130, 2012 City of Temecula ���� ��� Plannin De artment g P Y� 3 Z01Z Attn: Eric Jones, Project Planner P.O. Box 9033 � _=---,�.���� Temecula, CA 92589 S�JBJECT: PA#12-0073 — CROSSROADS CHURCH MIlVOR CUP (ASSESSORS PARCE�, NITMBER#E910-110-042) Dear Mr. Jones: The project listed in the subject heading of this letter is proposing a Minor Conditional Use Permit and Minor Modification application to allow Crossroad Church to opera.te within an existing industrial building located at 26090 Ynez Road, Temecula, CA. In accordance with the agreement between the County of Riverside, Department of Environmental Health (DEI-� and the City of Menifee, DEH offers the following comments for the pmposed project: POTABLE WATER SERVICE AND SAIVITARY SEWER SERVICE: A General Condition sha11 be placed on this project indicating the proposal for Rancho California Water District (RCWD) pota.ble water service and Fastern Municipal Water District (EMWD) sanitary sewer service. A"will-serve" letter for potable water service sha11 be required from RCWD. However, per Memorandum of Understanding between the County of Riverside and EMWD, no "will-serve" letters sha11 be required from EMWD for projects located in their service area. Please note that it is the responsibility of the developer to ensure that a11 requirements to obtain potable water service and sanitary sewer service aze met with EMWD, as well as, all other applicable agencies. Should you have any questions regarding this letter, please contact me by phone at (951) 955-8980. S � � , � i el Mistica, MBA, REHS Environmental Protection and Oversight Division Land Use and Water Resources Program Environmental Resources Management Divisron • Land UseM/ater Engineering Program 4080 Lemon Sf., 2 F(oor, Riverside, CA 92501 •(951) 955-8982 • FAX (951) 781-9653 38686 E! Cerrrto Rd., Palm Desert. CA 92211 •(760) 393-3390 • FAX (760) 863-7Q13 STATEMENT OF OPERATIONS Statement of Operations for Crossroads Church: 26090 Ynez Rd., Temecula We exist as a church to improve the lives of those who attend our ministries and as well as to improve the community in which we belong. Here is our outline of operations through the guide line of a week outlook. *A detailed description of the equipment proposed for the event....n/a *Hours and days of operation; Sunday 7am — 2pm - Church Service (Adult services with Children's ministries), Monday thru Friday 8:30 — 4:30 - Office Hours, Wednesday Night 6pm — 8:30 Church Service (Adult services with Children's ministries), Friday & Saturday — Office Closed. *Number of employees...16 *Proposed private security...n/a *Estimated number of people in attendance...500 *Total number of parking spaces eliminated for the event...n/a *Indicate if food will be provided..n/a *Indicate if alcohol will be provided..no *Indicate if live entertainment or loud music will be provided..no *Indicate all types of structures to be provided..n/a *Indicate how many portable restrooms will be provided..none *Indicate if ADA paths are existing on-site..Yes Statement of Operations for the business of FFF Enterprises. It is the building to our south and is the property in which we have a reciprocal parking agreement. Monday thru Friday 5am — 5:30pm Employee hours of operation TRAFFIC STUDY CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS CITY OF TEMECULA, CALIFORNIA DECEMBER 5, 2012 (REVISED) OcTOBER 22, 2012 Prepared for: Mr. Eric Jones CITY OF TEMECULA 43200 Business Park Drive Temecula, CA 92590 Prepared by: Q gpFE3slpy�,� ��� �� O . ' ' '�p � Scott Sato, P.E. 100 E. San Marcos Boulevard, Suite 400 San Marcos, CA 92069 �`8�1�1�� ��ILL�1�60�� ���.. (00640002_04 Report) TABLE OF CONTENTS SECTION PAGE 1.0 INTRODUCTION AND SUMMARY ............................................................................... 1 A. Purpose of the TIA and Study Objectives B. Site Location and Study Area C. Development Project Identification 1. Project Size and Description 2. Existing Land Use 3. Proposed Land Use 4. Site Plan of Proposed Project 5. Proposed Project Opening Year 6. Proposed Project Phasing D. Findings 2.0 AREA CONDITIONS ...................................................................................................... 7 A. Study Area and Intersections B. Existing Traffic Controls and Intersection Geometrics C. Existing Traffic Volumes D. Existing Delay and Level of Service E. Transit Senrice 3.0 PROJECTED FUTURE TRAFFIC ................................................................................. 11 A. Project Traffic 1. Ambient Growth Rate 2. Project Trip Generation 3. Project Trip Distribution and Assignment 4. Other Trip Generation Factors 5. Project Peak Hour Tuming Movement Traffic B. Traffic Background 1. Ambient Growth Rate. 2. Other Approved or Proposed Development Projects 3. Total Background Peak Hour Tuming Movement Vo�umes 4.0 TRAFFIC ANALYSIS ..................................................................................................... 20 A. Delay and Level of Service for Opening Year (2013) With Project Conditions 5.0 FINDINGS AND RECOMMENDATIONS ...................................................................... 24 A. Traffic Impacts and Level of Service Analysis 1. Existing Conditions 2. Existing Plus Project 3. Opening Year (2013) With Project Conditions B. Circulation Recommendations 1. On-Site � CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_REPOR7) LIST OF FIGURES FIGURE PAGE 1 -A LOCATION MAP ............................................................................................................. 3 1-B SITE PLAN ...................................................................................................................... 5 2-A EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS ............................................................................... 8 2-6 EXISTING (2012) SUNDAY TRAFFIC VOLUMES ........................................................ 9 3-A PROJECT TRIP DISTRIBUTION ........................................................................•--........ 16 3-B PROJECT ONLY SUNDAY TRAFFIC VOLUMES ........................................................ 17 3-C EXISTING PLUS PROJECT PEAK HOUR INTERSECTION VOLUMES ................................................................... 27 3-D OPENING YEAR (2013) WITH PROJECT PEAK HOUR INTERSECTION VOLUMES ................................................................... 28 CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_REPORr) LIST OF TABLES TABLE PAGE 2-1 INTERSECTION ANALYSIS FOR EXISTING CONDITIONS ....................................... 11 3-1 TRIP GENERATION RATES .......................................................................................... 13 3-2 TRIP GENERATION SUMMARY .................................................................................. 14 4-1 INTERSECTION ANALYSIS FOR EXISTING PLUS PROJECT CONDITIONS .................................................................. 21 4-2 INTERSECTION ANALYSIS FOR OPENING YEAR (2013) WITH PROJECT CONDITIONS ............................................ 23 CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECUtA (JN0064-0002-04_RePORr) LIST OF APPENDICES SCOPING AGREEMENT ........................................................................................................... A TRAFFIC COUNT WORKSHEETS ........................................................................................... B EXISTING (2012) ANALYSIS CALCULATION WORKSHEETS .............................................. C EXISTING PLUS PROJECT CALCULATION WORKSHEETS ................................................ D OPENING YEAR (2013) WITH PROJECT CONDITIONS INTERSECTION ANALYSIS CALCULATION WORKSHEETS ................................................ E ` CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_REPORr) CROSSROADS CHURCH TRAFFIC IMPACTANALYSIS CIN OF TEMECULA, CALIFORNIA 1.0 INTRODUCTION AND SUMMARY A. Purpose of the TIA and Study Objectives The purpose of this traffic impact analysis (TIA) is to evaluate the traffic impacts of the proposed Crossroads Church development. The project is proposed to be developed with a 999 seat church. The site is located between Equity Drive and County Center Drive along Ynez Road in the City of Temecula. Studv obiectives include the followinq: Existing Traffic. Existing tra�c wilf be counted to determine current conditions. This constitutes the environmental setting for a CEQA analysis at the time that the hearing body reviews the project. Tra�c count data shall be new or' recent. In some cases, data up to one year old may be acceptable with the approval of the City of Temecula Engineering Department. Any exception to this must be requested prior to approval of the scoping agreement Existing Plus Project Traffic. Traffic generated by the proposed project is added to the existing traffic conditions. This will the basis for determining direct project impacts to the existing circulation system. Opening Year With Project Completion (existing + ambient + project). Traffic conditions prior to the time that the proposed development is comp�eted will be estimated by increasing the existing traffic counts by an appropriate growth rate to be provided by City of Temecula Engineering Department staff, projected to the year that the project is estimated to be completed. Traffic generated by the proposed project will then be added, and the impacts on the circulation system will be analyzed. This will be the basis for determining project-specific impacts, mitigation, and conditions of approval. Cumulative (existing + ambient + project + cumulative). Traffic generated by other approved projects in the study area shall be identified and added to the Project Completion traffic identified in Scenario 2. This may also include projects that are proposed and in the review process, but not yet fully approved. This scenario will be analyzed, and a determination made if improvements funded through an approved funding mechanism (TUMF, DIF, CFD, etc.) can accommodate the cumulative traffic at the target Level of Service (LOS) identified in the General Plan. If the "funded" improvements can provide the target LOS, payment into the fee program will be CROSSROADS CHURCH TR,4FFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_RePORT) 1 considered as cumulative mitigation through the conditions of approval. Other improvements needed beyond the "funded" improvements (such as localized improvements to non-TUMF facilities) should be identified as such. B. Site Location and Studv Area The project site is generally located between Equity Drive and County Center Drive along Ynez Road in the City of Temecula. Figure 1-A illustrates the site location and the traffic analysis study area. In general, the study area shall include any intersection of Collector or higher classification street with another Collector roadway or higher classification street, at which the proposed project will add 50 or more peak hour trips, not exceeding a 5-mile radius from the project site. Pursuant to the attached scoping agreement (see Appendix "A") and discussions with City of Temecula staff, the study area includes the following existing intersections: � � �- • ° 1 I-15 SB Ramps (NS) / Winchester Rd. (EW) 2 I-15 NB Ramps (NS) / Winchester Rd. (EW) 3 Ynez Rd. (NS) / Date St. (EW) 4 Ynez Rd. (NS) / Dwy. 1(EW) 5 Ynez Rd. (NS) / Dwy. 2(EW) 6 Ynez Rd. (NS) / County Center Dr. (EW) 7 Ynez Rd. (NS) / Winchester Rd. (EW) 8 Margarita Rd. (NS) / Winchester Rd. (EW) NOTE: NS = North-South Roadway; EW = East-West Roadway C. Development Proiect Identification 1. Proiect Size and Description The Crossroads Church Site is proposed to be developed with a 999 seat church. It is anticipated that the project will be built by 2013. 2. Existina Land Use The project site is currently zoned as a light industrial area and is currently occupied. However, only a nominal amount of traffic occurs on a Sunday. Adjacent uses include the following: CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JNOO64-0002-04_REPORT) 2 FIGURE 1-A STUDY AREA ., � , ,� , � , , L_ �� �. /'� / 1 !'�- ---,_ �' \/ % i \ 1 � ` , , ��� -�.� ��` y �✓ / `\ / ��� �� � ��� ; �� ..� � r.y� � .. � � � ��� - __ r � _ ,�"1�-._. \ � �,,---�, �;;�V � '� � ! � \ � �� j o e - ' `�.. 7� ' � � '� ��.. �-�.-. - % � \ �_ ` F C °���' �R. '-� �= � , i `� � �.., aw,. , ., ` ,-;;-;-;;-:;� r,' , ;%; i i,+ ? i r,;;;; ;�r SITE 99 D6yy Z r„�i;;';; � • �`="�_�+ 9 PQ . \ 9 � O �� `' �'�. 5 t . G � N � � / ��.._ _ �� /_ / � / � r% � / �'/ � y/ � �, % / � � f F 9 � i ! � \. � � ti �. ` � l` \ \ \ �`�� LEGEND: ' � = EXISTING INTERSECTION ANALYSIS LOCATION � N Crossroads Church Traffic Impact Analysis TRAMES SOLUTIONS INC. City of Temecula, CA (JN0064-0002:01.dwg) 3 • . North — Industrial • South — Industrial • East — Industrial • West — Vacant 3. Proposed Land Use Proposed Land Use: Church 4. Site Plan of Prorwsed Project Figure 1-B illustrates the conceptual land use plan. The project is proposed to have one restricted right-in/right-out access (Driveway 1) and a full access (Driveway 2) along Ynez Road. 5. Proposed Project Opening Year The proposed project is anticipated to be completed in 2013. Future tra�c analysis has been based upon one year of background (ambient) growth, at 1% per year. It should be noted that no other future developments is included for opening year (2013) conditions since the project is anticipated to be completed earlier than the future developments provided by the City of Temecula. 6. Proposed Proiect Phasinq The project is expected to be completed in a single phase. Therefore, all traffic recommendations included in this report have not been separated into different development phases. D. Findinps Traffic Impacts and Level of Service Analvsis 1. Existinq Conditions For Existing traffic conditions, the study area intersections are currently operating at an acceptable level of service during the peak hours with existing geometry. CROSSROADS CHURCH TR,4FFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04 Rea0R1) 4 �n � o o �' __ u, _ _ _ _ _ - — - -----`. _ _ _ _ �_ c�o m _ _ _ _ _ — _ ._ �_ � �_ , _ . _ . _ _ _ --- . .< _ _. . _ .. � o , _._ ..____ _ _ _ "_--- -. � �, - _._ _ o n - - _ - . _ y � � - . - . D � .. .. _ . _ __ _.__.._ .. _ Y r N _ ;E ,Z � ' - � � - � � .� �� _ _ � - . � o � .... ...�. ' �" __ -� � . - A p ` . - o m ---- — __-- - -. _— _.__---- .�._ - v . . ___ _ r-r.--- - - � .r----�. . 4 zazr�p,p,... __ . __ � - - -.. . _ ^ . � -'-"--..._.,._ � 4 N � ; . 1 � i� { . • , " -;�----.-.,,..',! 629 . pp -.. .. _ - - .. � ""' - N � r � e l : � � _ :•: . - . � .� -._...`�-:-.� - � r � � �. . . ..�..��' , -r :'.,. ---�_,,, 1 ,l ' �� .:} � .� i��� � , i � � ( roo r ,. . �:• • � . �19p�� - <p y. ��: � ' ' i � �:���� . 1 ��j �? �� ��-.. .' . . '' • 1" +,'.-, �,_ • .,. N �^ _ �.i� � �; -� � -=-�: � _. , 1, �� �.,:. 7 f 7 � !�� � ��� . . . -r - � ( �rt': .�. � i ��_� � i .� ��°'� � �i id� �b r �'" �'� f � ` r �� � 1 . � : �. - - _ � , i � � j .�., � � -�._`� �� "' � .1, � j ' 1 Jt � ���. r ' � f / ' , ' , � ,�! " � d �� , ��, ' �,' �/,/� � ��� . � fTt , _ �1 „� � y /� �� � � t ' # l � r ' ) � �o ��� � . ��• -� �.� � � . " _ _,�-- v� .: .t� � � � � ;�m _ „ � : ' � d � (��. ;' � T c �, - � � � � , _. , � I'�T1 - �:_: _..... tlOf w NM11! IM WPCCTI � �� " {., � (.... a � I -' F d ►+�BT Fi�� AWA• 8E.197 QP _ � / � .:�-,�::� . Z � - ?/O 1q,+L10Q A4lA• �6,aT9 8i' � - � �I ..:� - C�4REI:M 10TK• '74.00.1 9' ' � � - � �'�� � � � � � . . . .,�, • l 1 �� �� - e0'�p .. d ' ' �'.�- -" � �j ,� BXIOTINO BUILDIN�t � ... .� W�t.. � - . �. h - - �; � � .. ,, q �� � �+ I��I�'���.t � . �.z� I,.-.� E � y � .. _ ,-�- _ --�-- �� �_..._.____ _ . .. m 1 _ . ._ , _ _ �, ��.__. � � ._....�.._._!_. . .., _�`� . � . _._.i__ �: _ _l _ .�:.:1.V - .._._._. _ . _ �. �: .. . .. .. � . �: . . . . : � . � . o � �:� . . .. . , . . . . : . . � � . ...;:..; : , ., � . . � � . . ... .. .. . _ . ... . . . . .. . . . .��... . � _ _ _ ----- �,oi�ov�za�r . a io: ye � _ �_ . z . ,(n Wil�� dil. 81►@ tiY00t 18 81Q81�4 � z � r...�___,.,� 2. Existinq Plus Proiect Conditions For Existing Plus Project traffic conditions, the study area intersections are projected to operate at acceptable levels of service during the peak hours with existing geometry. 3. Oqening Year (2013) with Proiect Conditions For Opening Year (2013) with project traffic conditions, the study area intersections are projected to operate at acceptable levels of service during the peak hours with existing geometry. CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_REPOR7) 6 2.0 AREA CONDITIONS A. Studv Area and Intersections In general, the minimum area to be studied shall include any intersection of "Collecto�' or higher classification street, with °Collecto�' or higher classification streets, at which the proposed project will add 50 or more peak hour trips, not exceeding a 5-mile radius from the project site. The City of Temecula Engineering Department may require deviation from these requirements based on area conditions. The study area includes the following existing intersections (shown previously on Figure 1-A): � � � • 1 I-15 SB Ramps (NS) / Winchester Rd. (EW) 2 I-15 NB Ramps (NS) / Winchester Rd. (EW) 3 Ynez Rd. (NS) / Date St. (EW) 4 Ynez Rd. (NS) / Dwy. 1(EW) 5 Ynez Rd. (NS) / Dwy. 2(EW) 6 Ynez Rd. (NS) / County Center Dr. (EW) 7 Ynez Rd. (NS) / Winchester Rd. (EW) 8 Margarita Rd. (NS) / Winchester Rd. (EW) NOTE: NS = North-South Roadway; EW = East-West Roadway B. Existing Traffic Controls and Intersection Geometrics Figure 2-A identifies the existing roadway conditions for study area roadways. The existing intersection traffic controls and geometrics are identified. The site is generally located between Equity Drive and County Center Drive in the City of Temecula. C. Existin9 Traffic Volumes Existing intersection level of service calculations are based upon manual Sunday peak hour tuming movement counts made for Trames Solutions, Inc. in September 2012. A Sunday moming peak hour was counted since the church's highest traffic volumes would occur during this timeframe. Existing Sunday peak hour intersection tuming movements are shown on Figure 2-B. The traffic count worksheets are included in Appendix "B". CROSSROADS CHURCH TR,4FFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_REaoRr) 7 FIGURE 2-A EXISTING NUMBER OF THROUGH LANES AND IHTERSECTION CONTROLS < `' � `'__ _._� o r � � ,�' � / - � " / \ �; � ��' � ' 1 ' � r�/' ' ���� 1 � �� � �'� ," �'� _ _ � / --,�. 1 � ". 4 � ��---� �� � % ,\.�-i / � _� l L � �•.�� � , oe � ��� ��� r� \ �� r� --- t--- _ � � F `, � �,, � ���' DR. ,� �� � O / ` . I � t �\ \\' \Y QO � � � o � � �-�. r� ,-,"�;,�', `'"' "�'� SITE � OK, 2 �,__ 6 0 � � I I � ��Q,Q'� `�` � 9 0 i i �� G � NCS� � � G 1 , � `' �'C--`` � E� �� G � Z� � \ � � ao y,� 45 MP" �'` R � � N°" � �\ • pr � �O � � ,'p ��� O / � ��. o fti Fl � yf '�.l jf � � 9 � ��,��C T �.� ,� � �� � r / �'f ���` � f �'r � LEGEND: Yilf � = TRAFFIC SIGNAL i = STOP SIGN 4 = NUMBER OF LANES � f l�f� D = DIVIDED U = UNDIVIDED RTO = RIGHT TURN OVERLAP Q = INTERSECTION ANALYSIS ID - — - = FUTURE ROADWAY � N Crossroads Church Tra�c Impact Analysis TRAMES SOL.UTIONS (NC. Ciry of Temecula, CA (JN0064-0002:01.dwg) 8 FIGURE 2-B EXISTING (2012) SUNDAY PEAK HOUR TRAFFIC VOLUMES J�N ��� 2 J r7 0� ry v ( o 7 '�--, I �� � �� � � ��� o � \ �� � i \..� % f / �-�., ��; ` �`� ��,� � : � ��. �._-� I \ _ � � l � ; `` _ � � � � �� � � � �. : A� (' � l� / - -� N !�� �� ��! '�� +�� � �,� � �. � Q Q � � �, - `M1 I "� �/ ` �,.. __._�-.r--."' ` . . �.r..---''� \. p �Q� ,� . � \� . ��' DR. �""-.. . \ +�� l � w o D � 1.,T �'`.� . �.� . `' ,' "�'� 1i r;; ;;,; ;�,a 9 /,,: ;-;,-m SITE 9 D � 2 5 '`:.. �i 9 °i O' � 9 1 I� �e S �� PP � O N � G �N � o � � � ----�� � � � � ,� � ,� � ti a � � t � v � ` , � o `� C ` 2 �^�� ! ,,��/� 1 �` L ; , 'G c�` j �.� � 9 ; ,,�,� � � 1� s� � ti���s � , 1 1 �y�tin � '� .��o b �� o� 1 �A 7 � 1 ry 1 7� �9 `�s� �� � IEGEND: ``� 100 = SUNDAY PEAK HOUR VOLUMES Q = INTERSECTION ANALYSIS ID A N Crossroads Church Traffic Impact Analysis TRAMES SOLUTIONS INC. City of Temecula, CA (JN00640002:01.dwg) 9 D. Existing Delav and Level of Service The City of Temecula has established Level of Service (LOS) "D" as the maximum allowable threshold for the intersection operations. Therefore, LOS "E" or "F° is considered unacceptable and requires improvements measures. O�erations Analvsis Methodoloqv The City of Temecula Engineering Department requires the use of the Transportation Research Board - Highway Capacity Manual (HCM), 2000 Update, or most recent release. Unsignalized intersections are analyzed using Chapter 17 of the Highway Capacity Manual. Signalized intersections Level of Service are analyzed using the Operational Method as described in Chapter 16, Section II. The results of the existing conditions intersection analysis are summarized in Table 2-1. The existing condition operations analysis worksheets are provided in Appendix "C". The study area intersections are currently operating at an acceptable level of service (LOS "D" or better) during the peak hours with the existing geometry and traffic controls: E. Transit Service The following Riverside Transit Agency (RTA) Routes service the study area: • Route 23, 24, 61, 79 • Route 202, 206, 208, 217 CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JNOOF>4-0002-04_REPORT� 10 TABLE 2-1 INTERSECTION ANALYSIS FOR EXISTING (2012) CONDITIONS Intersection A roach Lanes Z SUNDAY Tra�c Northbound Southbound Eastbound Westbound DELAY' LEVEL OF ID Intersection Control' L T R L T R L T R L T R (SECS.► SERVICE 1 I-15 SB Ramps/Winchester Rd. TS 0 0 0 2 0.5 1.5 0 3 1 0 3 1» 13.7 B 2 I-15 NB Ramps/Winchester Rd. TS 1 1! 1 0 0 0 0 3 2» 0 3 2 13.1 B 3 Ynez Rd./Date St. TS 1 2 1 1 2 1 1 3 1 2 2 1 17.5 B 4 Ynez Rd./Dwy. 1 CSS 0 2 0 0 2 0 0 0 0 0 0 1 0.0 A 5 Ynez Rd./Dwy. 2 CSS 0 2 0 1 2 0 0 0 0 0 1! 0 0.0 A 6 Ynez Rd./County Center Dr. TS 0 2 0 1 2 0 0 0 0 1 0 1 3.1 A 7 Ynez Rd./Winchester Rd. TS 3 2 1> 2 1.5 1.5 2 4 1> 2 4 0 25.4 C 8 Margarta Rd./Winchester Rd. TS 2 2 1> 2 2 1> 2 3 1> 2 3 0 26.5 C ' CSS = Cross Street Stop; TS = Traffic Signal 2 When a right tum is designated, the lane can either be striped or unstriped. To function as a right tum lane there must be sufficient width for right tuming vehicles to Vavel outside ihe through lanes. L= Left; T= Through; R= Right; 1! = Shared Left-Through-Right Lane; »= Free Right Tum; >= Right Tum Overlap ' Delay and Ievel of service calculated using the following analysis software: Synchro 8.0, build 801, revision 563 Crossroads Church Traffic Impact Analysis (C:\TRAMES\0064-0002\Excel\00640002_04 Report�2-1) 11 THIS PAGE IS LEFT INTENTIONALLY BLANK 12 3.0 PROJECTED FUTURE TRAFFIC This section of the report quantifies the number of trips generated by the proposed project and other known developments in the area. A. Pro1ect Traffic 1. Ambient Growth Rate Some traffic volume increases on roadways can be attributed to vehicles originating outside of the study area. These types of trips either end up within the study area or pass-through onto an outside destination. Therefore, to account for these trips (termed "ambient growth"), a growth rate can be applied to existing traffic volumes. A 1% ambient growth rate that has been used in this study to account for traffic not attributed to the project or other planned developments within the study area. The Ciry of Temecula Transportation Department staff has previously reviewed and approved this rate. 2. Proiect Trip Generation Trip generation represents the amount of traffic which is attracted and produced by a development. The trip generation for the project is based upon the specific land use which has been planned for this development. For the purpose of this analysis, the following land use assumption is evaluated: � Church: 999 seats Trip generation rates for the proposed development are shown in Table 3-1. The trip generation rates are based upon data collected by the Institute of Transpbrtation � Engineers (ITE). The daily and peak hour trip generations for the proposed project are shown on Table 3-2. The proposed development is projected to generate a total of approximately 1,848 trip-ends per day with 610 vehicles per hour during the Sunday peak. It should be noted that the weekday peak hour trip generation was reviewed but the proposed project did not exceed the 100 vehicle trips outlined in the Traffic Impact Analysis Guidelines May, 2011 (Section 3.0). Therefore, Sunday trip generation was selected. CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_RePOR7) 13 TABLE 3-1 PROJECT TRIP GENERATION RATES' SUNDAY ITE PEAK HOUR LAND USE CODE QUANTITY . UNITS IN OUT TOTAL DAILY Church 560 999 SEATS 0.31 0.30 0.61 1.85 ' Source: ITE (Institute of TranspoRation Engineers) Trip Generation Manual, 8th Edition, 2008. Crossroads Church Traffic Impact Analysis (C:\TRAMES\00640002\Exce�0064-0002_04 Report\3-1) 14 TABLE 3-2 PROJECT TRIP GENERATION SUMMARY SUNDAY PEAK HOUR LAND USE QUANTITY UNITS IN OUT TOTAL DAILY Church 999 SEATS 310 300 610 1,848 TOTAL 310 300 610 1,848 , Crossroads Church Traffic impact Analysis (C:\TRAMES\0064-00021Exce�0064-0002_04 Report\3-2) 15 3. Project Trip Distribution and Assignment Trip distribution represents the directional orientation of traffic to and from the project site. The projecYs trip distribution pattems are based on the proximity of the residential units to the proposed driveway locations, the surrounding trip attractors (employment bases, commercial opportunities, schools, recreation centers, etc.), and the regional freeway interchanges. The trip distribution pattem for the project is illustrated on Figure 3-A. 4. Other Trip Generation Factors The project consists of church uses that do not generate a significant amount of pass-by trips. Furthermore, it is unlikely that trips will be reduced to/from the site by non-motorized modes of travel due to the lack of; 1) convenient transit opportunities, 2) bike lanes, and 3) pedestrian trails. 5. Proiect Peak Hour Tumina Movement Traffic The assignment of traffic from the site to the adjoining roadway system has been based upon the site's trip generation, trip distribution, proposed arterial highway and local street systems, which would be in place by the time of initial occupancy of the site. Based on the ident�ed project traffic generation and distribution, project peak hour intersection traffic volumes and average daily traffic (ADT) volumes are shown on Figure 3-B. B. Traffic Background 1. Ambient Growth Rates To assess Opening Year (2013) with Project traffic conditions, project traffic is combined with existing (2012) traffic and area-wide growth of 1%. 2. Other Approved or Proposed Development Proiects It should be noted that the project is anticipated to be completed earlier than the future developments near the study area that was provided by City staff. Therefore, additional trips from the following cumulative projects are not included for Opening Year (2013) conditions: • PA07-0335 - 80, 000 square foot auto dealership (Mercedes Benz) - Dealership is anticipated to open March 1, 2014 CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CI7Y OF TEMECULA (JN0064-0002-04_R�oRr) 16 FIGURE 3-A PROJECT TRIP DISTRI�UTIOM o -_._ � � �' / s � w ��� J� \`� � /',,� _ �` � � ,� � \ , � � �"�'� % , `�-.�. \, �,� � ' v�. r ���'� l i'-�."__— �~_ / / � ; \ ti• �, �% ��- � �u '"• ��' � `� ' ��' - Q Q %y �,'�.__ _. _ `� ( �,, * � ' �L� � _. _ . � ,`. ' � v� � �� ' �� .� Fv ���' DR. �i ^� dP � � ,,\ � `b ,\ `, _..`.. / �WY � �� �5�� •�� v,'%;%� a � �:; =;�i;�.+ o � .,-%;; ; � - SITE 9 9 . Z ;;, � «��a 99� �� . a � Q .O 9 m ���P �i o �� G pv� Q(�. G .A� � /.--_.__.-. a �,/ GE �`� y � / / �•� /J— � �� / � � �/ �\ / � � � r ti�`� `tiF� ( 9 0 ,�I. sg �, � � ��� ,�� �� .,\ .� .\ �\ LEGEND: �p �-1096 = PERCENT TO/FROM PROJECT '`�, $ � N Crossroads Church Traffic Impact Analysis TRAMES SOLUTIONS INC. City of Temecula, CA (JN00640002:01.dwg) 17 FIGURE 3-B PROJECT ONLY SUNDAY TRAFFIC VOLUMES r�� ; � '� s OJ � o� ° Oo l W ��'�� I, � � i� '� ���....__ �� .. �� � � .., ,/ %' ' �-�`' ` � 9 � \ � ��� ,�\ '�..� �.-\4/-��-� �`�._�_----- o d � �� ,, (� ` T _ \ /� ;;' -_ ;! _ _, ti `'��� ��' �. ,�_ `�" /;� ,�.-_� o Q' /� ��� � �1' - ��----� � � � �-- �, `-�. . � o a � DR. 1-- �� ��P t0 r� ` � � N � '�� �� � b rp� a r ��,, y � o� ,� ��i .� r ���''''� � .- ,;,--;;� SITE 9 ��" 2 �'�''�`,�S;�i G� � ��. � �:+ u'j 9 � N � Q,O• � 9 NO � + � o ���P 1 � o • G � N � oP � � / , ��, =----...,, \ N / n � � / � �� ! `P�e 7s� / �� b � ,� � �5�. ti � u' O.fO j { ,� v a� ` 9 Q � > p ( � s � ry �j� � �� 9ti � � �` N O� �� ��� , 1 b �/� ��' LEGEND: 4� /- o ��� 610 = SUNDAY PEAK HOUR VOLUMES � ° 0 1,848 = VEHICLES PER DAY Q = INTERSECTION ANALYSIS ID � H Crossroads Church Traffic Impact Analysis TRr4MES SO�UTIONS (NC. City of Temecula, CA (JN0064-0002:01.dwg) 18 • French Valley Interchange • Santa Gertrudis Interconnect 3. Total Background Peak Hour Tuming Movement Volumes Existing Plus Project Sunday peak hour intersection tuming movement volumes are shown on Figures 3-C Opening Year (2013) With Project Sunday peak hour intersection tuming movement volumes are shown on Figures 3-D. CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_REaoRr) 19 FIGURE 3-C EXISTIWG PLUS PROJECT SUNDAY PEAK HOUR TRAFFIC VOLUMES m� t �� r / � '�as ?4�! � 1 0 `rv� ---. ; � , � � „ , � ` , --a '-, �'` ,, / , - _�--�-�.. ( � —.,1 ; j � �; ^ ` , t /�.\� -�.. ` y �� �� � /. � 1�_.,,, Y' _� `�,/' � � ,.., , ��� — tos L'' / '\ ��_ �,._� � ` ��--, � � �• � � � � � � ,,, �� ,l �'� / , Q i ' , �-,-- � `�_ � ° � �--L-- � � � � /` F � .�'' ` �� 0 ���' DR. �,.,._�' '� \ ..�. { � Z� � j } } �. � �'\/ ! � � OWy �\.1 � �=�:� SITE 9 D � 2 r ��._ � Gi 9 O� �� 9 + I. � .��P O �`' L ° ` �EN � ��. ��� /� � i ^�, •\ � �'y � �' / ti'� � � ✓, s`'� ����? �,` � ?��,� ���� 2�� � y � ` � 9 � /� �' � � . �� .��, �,���s �i`� ����ti� � � � ry �� � b' `'e ,y �� '9� ti �� �9 �'s� �1 ^ LEGEND: ``� �00 = SUNDAY PEAK HOUR VOLUMES � = INTERSECTION ANALYSIS ID � N Crossroads Church Traffic Impact Analysis TRAM�S SOlUT10NS INC, City of Temecula, CA (JN0064-0002:01.dwg) 20 FIGURE 3-D OPENING YEAR (2013) SUNDAY PEAK HOUR TRAFFIC VOLUMES m�� ��� � ! � -�as ? J �7 58 � o� Na�' �._, � � r � J � C �` % ��� ` ��--`�.. M \ 1 ��� � ��^ � `�� / �� '��� �� � � � �;� � � I�..�_ 1 � • \ �� ` � �-- ! H ° �� �� ��� � , % _ � o� �'� ` `-�,--- �' �''-�—.� ,�' —_1._,_ �'� � ; � .,- � F �. � ,,. _ __�� . M � � DR. ���. +� / l-255 � '� \� $ � OWY �„ �.�.� �;%;;!�a p � 2 �'; '%�",�'�,�',�' - SITE 9 ����i 9 ^ O ' 9 i I� � ��� � O � ` G � R �e� o ch UN G�� / �\, . �EN� � ` \ / �'�, / � �r" 1` � ' v ^� � � /, F� t�d ��j� �� J / ti�+��' i 2 + ��,� 9 -� � ,,�,�' f - � C ,�,9�` < <,�� � � ry ���� � 9 , 1 /,� � �� 9 1 '� 1 � , �^ �1 ���' / 59 B B�� LEGEND: 6 ``� ^ 100 = SUNDAY PEAK HQUR VOLUMES Q = INTERSECTION ANALYSIS ID A N Crossroads Church Traffic Impact Anaysis TRAMES SOLUTIONS INC. City of Temecula, CA (JN00640002:01.dwg) 21 4.0 TRAFFIC ANALYSIS Peak hour intersection analysis has been performed at the study area intersections for each of the project scenarios and for projected future conditions. Improvements are recommended to satisfy the level of service requirements of the City of Temecula and if the following impacts are identified: 1) When existing traffic conditions (Analysis Scenario 1) exceed the General Plan target LOS. 2) When project tra�c, when added to existing traffic (Analysis Scenario 2), will deteriorate the LOS to below the target LOS, and impacts cannot be mitigated through project conditions of approval. 3) When cumulative traffic (Analysis Scenario 3) exceeds the target LOS, and impacts cannot be mitigated through existing infrastructure funding mechanisms. It is important to note that the General Plan allows the City Council to approve development projects even in instances where the target LOS is exceeded, if the project has overriding benefits. Examples include projects that provide jobs in a local area, projects that provide needed transportation improvements that otherwise would not be constructed, projects that provide habitat conservations, projects that implement non- � motorized transportation systems, or projects that provide some unique benefits to the City which outweigh the traffic impacts. These projects are required to mitigate traffic impacts to the extent that it is economically feasible as determined by the Engineering Department, based on a value engineering analysis. Projects that have a significant traffic impact and require a finding of overriding benefits may be required to prepare an Environmental Impact Report. The need to prepare an EIR shall be determined through consultation between the Engineering Department, Planning Department, and the City Attomey. A. Delay and Level of Service for Existinq Plus Proiect Conditions Intersection levels of service for the Existing plus Project traffic conditions are shown in Table 4-1. Table 4-1 shows HCM calculations based on the geometrics at the study area intersections. The operation analysis worksheets are provided in Appendix "D". For Existing plus Project traffic conditions, the study area intersections are projected to operate at acceptable levels of service during the peak hours with existing geometry. CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_R�ortT) 22 TABLE 41 INTERSECTION ANALYSIS FOR EXISTING PLUS PRWECT CONDITIONS Intersection A roach Lanes Z SUNDAY Tra�c Northbound Southbound Eastbound Westbound DELAY' LEVEL OF ID IntersecGon ConVol' L T R L T R L T R L T R (SECS.) SERVICE 1 I-15 SB Ramps/Winchester Rd. TS 0 0 0 2 0.5 1.5 0 3 1 0 3 1» 13.7 B 2 I-15 NB Ramps/Winchester Rd. TS 1 1! 1 0 0 0 0 3 2» 0 3 2 13.2 B 3 Ynez Rd./Date St. TS 1 2 1 1 2 1 1 3 1 2 2 1 18.0 B 4 Ynez Rd./Dwy. 1 CSS 0 2 0 0 2 0 0 0 0 0 0 1 9.2 A 5 Ynez Rd./Dwy. 2 CSS 0 2 0 1 2 0 0 0 0 0 1! 0 17.4 C 6 Ynez Rd./County Center Dr. TS 0 2 0 1 2 0 0 0 0 1 0 1 3.1 A 7 Ynez Rd.IWinchester Rd. TS 3 2 1> 2 t.5 1.5 2 4 1> 2 4 0 27.6 C 8 Margarita Rd./Winchester Rd. TS 2 2 1> 2 2 1> 2 3 1> 2 3 0 29.4 C ' CSS = Cross SUeet Stop; TS = Traffic Signal Z When a right tum is designated, the lane can either be striped or unstriped. To funcGon as a right tum lane there must be sufficient width for right tuming vehicles to travel outside the through lanes. L= Left; T= Through; R= Right; 1! = Shared Left-Through-Right Lane; »= Free Right Tum; >= Right Tum Overlap ' Delay and level of service calculated using the following analysis so(iware: Synchro 8.0, build 801, revision 563 Crossroads Church Tra�c Impact Analysis (C:\TRAMES\0064-0002\Excel\00640002_04 Report141) 23 B. Delav and Level of Service for Oqeninq Year (2013) With Project Conditions Intersection levels of service for the Opening Year�(2013) with project traffic conditions are shown in Table 4-2. Table 4-2 shows HCM calculations based on the geometrics at the study area intersections. The operation analysis worksheets are provided in Appendix "E". For Opening Year (2013) With Project traffic conditions, the study area intersections are projected to operate at acceptable levels of senrice during the peak hours with existing geometry. CROSSROADS CHURCH TRAFFIC IMPACT ANALYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_REPORT) 24 TABLE 42 INTERSECTION ANALYSIS FOR OPENING YEAR (2013) WITH PROJECT CONDITIONS Intersection A roach Lanes � SUNDAY Traffic NoRhbound Southbound Eastbound Wesffiound DELAY' LEVEL OF ID Intersection Control' L T R L T R L T R L T R (SECS.) SERVICE 1 I-15 SB Ramp�nchester Rd. TS 0 0 0 2 0.5 1.5 0 3 1 0 3 1» 13.7 B 2 I-15 NB Ramps/Winchester Rd. TS 1 1! 1 0 0 0 0 3 2» 0 3 2 13.3 B 3 Ynez Rd.IDate St. TS 1 2 1 1 2 1 1 3 1 2 2 1 18.1 B 4 Ynez Rd.IDwy. t CSS 0 2 0 0 2 0 0 0 0 0 0 1 9.2 A 5 Ynez Rd./Dvry. 2 CSS 0 2 0 1 2 0 0 0 0 0 1! 0 17.4 C 6 Ynez Rd./County Center Dr. TS 0 2 0 1 2 0 0 0 0 1 0 1 3.1 A 7 Ynez Rd./Winchester Rd. TS 3 2 1> 2 1.5 1.5 2 4 1> 2 4 0 28.3 C 8 Margarita Rd.�nchester Rd. TS 2 2 1> 2 2 1> 2 3 1> 2 3 0 29.6 C ' CSS = Cross Street Stop; TS = Traffic Signal Z When a right tum is designated, the lane can either be striped or unstriped. To function as a right tum lane there must be sufficient width for right tuming vehicles to travel outside the ihrough lanes. L= Left; T= Through; R= Right; 1! = Shared Left-Through-Right Lane; »= Free Right Tum; >= Right Tum Overlap ' Delay and level of service calculated using the following analysis software: Synchro 8.0, build 801, revision 563 Crossroads Church Traffic Impact Analysis (C:\TRAMES10064-0002\F�ccel\00640002_04 Report\42) L5 THIS PAGE IS LEFT INTENTIONALLY BLANK Zs 5.0 FINDINGS AND RECOMMENDATIONS A. Traffic Impacts and Levei of Service Analvsis 4. Existing Conditions For Existing traffic conditions, the study area intersections are currently operating at an acceptable level of service during the peak hours with existing geometry. 5. Existing Plus Project Conditions For Existing Plus Project traffic conditions, the study area intersections are projected to operate at acceptable levels of service during the peak hours with existing geometry. 6. Openina Year (2013) with Proiect Conditions For Opening Year (2013) with project traffic conditions, the study area intersections are projected to operate at acceptable levels of service during the peak hours with existing geometry. B. Circulation Recommendations 1. On-Site Figure 5-A illustrates the on-site recommended roadway and intersection lane improvements. Construction of on-site improvements shall occur in conjunction with adjacent project development activity or as needed for project access purposes. The recommended on-site roadway improvements are described below. • Provide stop sign control at the project driveways. • Provide a dedicated southbound left tum lane (approximately 50 ft. tum pocket length) at Driveway 2 along Ynez Road. • On-site traffic signing and striping should be implemented in conjunction with detailed construction plans for the project. • Verify that minimum sight distance is provided at the project access points. CROSSROADS CHURCH TRAFFIC IMPACT ANAIYSIS TRAMES SOLUTIONS, INC. CITY OF TEMECULA (JN0064-0002-04_REaoRr) 2� THIS PAGE IS LEFT INTENTIONALLY BLANK 2s APPENDIX A SCOPING AGREEMENT SCOPING AGREEMENT FOR TRAFFIC IMPACT ANALYSIS Project Name: Crossroads Church Project Address: East of Ynez Road and North of Winchester Road Project Descxiption: 999 Seat Church Case No. Related Cases - SP No. EIR No. GPA No. CZ No. Consultar�t Develooer Name: Trames Solutions, lnc. City of Temecula Address: Scott Sato AAr. Eric Jones 100 E. San AAarcos Bivd., Ste. 400 43200 B�iness Park Drivs San Marcos, CA 82069 Temecula, CA 92590 Phone No: p6Q) 291-1400 (951) 506v115 Date: 8/7/2012 A. Trip Generation Source: ITE 8th Edition C�nrerrt GP Land Use: Proposed Land Use: Church Current Zoning: Llght industrial Proposed Zoning: Light Industrial Current Tri� Generation Propased Trip Generation I� Out Total In Out Totai Weekday AM Trips - - - 17 10 2T PM Trips - - - 13 14 2T Surxiay AM Trips - - 310 300 610 Iraemal Trip Allowance No ( 0 % Trip Discourrt) Pass-By Trip Allawance No ( 0 9O Trip Disoourtt) A pass-by trip discour�t of 25°� may be altowed for appropriate land uses. The pass-by fips at adjacerrt study area artersections ar� project driveways shall be shown on a f�gure in the report docum�rt. B. Trip Geographic Dlstribution: (See enached e�,�bit for detai�ed assi�ment). N 0% S 0% E 0°�6 W 0°Au C. Cumulative Traific Projed Opening Year 2013 Annual Ambierrt Grawth Rate: 1.0 % Other area projects to be anatyzed: To be provided by the City of Temecula (To be provid�l by City and/or agericies within one mile radius of project) Model/Forecast Methodology: Near Term Analysis wlll be based on Other Projects and Growth Rah (Buihf-out or travel demand model-iderrtify mode� D. Study Area Ir�ersections: (NOTE: Subject to revision upon the discretion of the Cify Engineer) 1 Ynez RdJProjectAccess:Poi►rts 6 1-15.SB RampsNYinches�eer 2 Ynez Rd.NVinchester Road 7 1-15 NB RampsNYtnchester 3 Ynez RdJCounty Center Dr. 8 4 Ynez RdJDate 3t 9 5 MaTgaritalWincieester 10 C:lUse,rslSco2t Sabo\wwk�,lobslCurcent Jobs�1043 Crossroads Churchle�acellCrossroads Church_Scbping_Agree.rn�t 2.�ds�AScope A-1 E. Study Area Roadway Segmetrts: (NOTE: Subject to revision upon the disaetion of the City Engir�er) 1 None Required per RFP 3 2 4 F. Otlter Jurisdictiorrai Impacts Is ihis projed within a one mile radius of the SPhere of Influence of another City or County boundary? es ff so, name of jurisdiction: City of Murrieta G. Site Plan H. Spec'rfic issues to be addressed (in addition to the standard anafysis described in fhe Guidelir�) (To be filled out by City of Temecxx�a) 1 Only a Sunday ana{ysis .will be conducbad based on tl�e nominal amount of weekday trip generation I. 6dsdng Coreditior�: Traffic co�mt data must be new or recerrt (less than or� ar otd). Provide date of Vaffic co�mt, if using other than rrew courrts. Date of Counts '��Ze/2 — q �/� �T Recommended by: Approv�ed Scoping Agreemer� �4� �,� �'::� 9/17/2012 � : - ?s �,... Consultar�t's Represerrtative Date em Date Scoping Agreemertt Subitted on_ Revised on: C:\Users�OOtt Sato\workUobslCurr�t Jobs11043 Crossroeds ChurchlezcellCrossroads Church_Scapin�AAreement 2.�dsxlScope A-2 APPENDIX B TRAFFIC COUNT WORKSHEETS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268�268 Ciry of Temecula File Name : TEMISSWISUN N/S: I-15 Southbound Ramps Site Code : 00000001 E/W: Winchester Road Start Date : 9/30/2012 Weather. Sunny Page No : 1 Gro s Printed- Total Volume 1-15 Southbound Off Ramp Winchester Road I-I S Southbound On Ramp Winchcster Road Southbound Westbound NoRhbound Eastbound Start Time Left Thru Ri ht A. Total Left Thru Ri ht A p. Total Left Thru Ri ht A. Total Left Thru Ri ht A. Total tnc iorat 08:30 AM 107 1 75 183 0 102 99 201 0 0 0 0 0 33 16 49 433 08:45 AM 163 I l02 266 0 196 I21 317 0 0 0 0 0 38 20 58 64l Total 2�0 2 177 449 0 298 220 518 0 0 0 0 0 71 36 107 1074 09:00 AM I14 0 62 176 0 I35 123 258 0 0 0 0 0 57 18 75 509 09:15 AM l34 1 68 203 0 97 139 236 0 0 0 0 0 62 19 81 520 09:30 AM 170 0 59 229 0 127 l64 291 0 0 0 0 0 71 24 95 6l5 09:45 AM 271 0 IOI 372 0 137 I55 292 0 0 0 0 0 75 28 103 767 Total 689 1 290 980 0 496 581 1077 0 0 0 0 0 265 89 354 2411 10:00 AM 198 1 79 278 0 l64 157 321 0 0 0 0 0 132 26 158 757 10:15 A�Yf 297 1 100 398 0 I51 144 295 0 0 0 0 0 188 42 230 923 10:30 AM 252 2 96 350 0 175 153 328 0 0 0 0 0 174 48 222 900 10:45 AM 310 2 90 402 0 130 ]55 285 0 0 0 0 0 149 42 I91 878 Total 1057 6 365 1428 0 620 609 1229 0 0 0 0 0 643 158 801 3458 11:00 AM 264 1 59 324 0 135 l56 291 0 0 0 0 0 156 32 188 803 11:15 AM 320 1 61 382 0 102 178 280 0 0 0 0 0 129 26 I55 817 Grand Total 2600 11 952 3563 0 1651 U44 3395 0 0 0 0 0 1264 341 1605 8563 Apprch % 73 03 26.7 0 48.6 5 L4 0 0 0 0 78.8 21.2 Total % 30.4 0.1 11.1 4L6 0 19.3 20.4 39.6 0 0 0 0 0 14.8 4 18J + I-15 Southbound Off Ramp Winchester Road I-15 Southbound On Ramp Winchester Road Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht A. Total Left Thru Ri ht A. Total Left Thru Ri ht n. romi Left Thru Ri ht n. romi [n�. Toral Peak Hour Analysis From 08:30 AM to 11: I S AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at I0: I S AM 10:15 AM 297 1 100 398 0 151 144 295 0 0 0 0 0 18S 42 230 923 ]0:30 AM 252 2 96 350 0 175 153 328 0 0 0 0 0 174 48 222 900 10:45 AM 310 2 90 402 0 l30 I55 285 0 0 0 0 0 149 42 191 878 I1:00 AM 264 I 59 324 0 135 156 291 0 0 0 0 0 156 32 188 803 Total Volume 1123 6 345 1474 0 591 608 1199 0 0 0 0 0 667. 164 831 3504 % A . Total 762 0.4 23.4 0 49.3 SOJ 0 0 0 0 803 19.7 PHF .906 .750 .863 9 U .000 .844 .974 .914 .000 .000 .000 .000 .000 .887 .854 .903 .949 A-1 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Temecula File Name : TEMI5SWISUN WS: I-15 Southbound Ramps Site Code : 00000001 E/W: Winchester Road Start Date : 9/30/2012 Weather. Sunny Page No : 2 1-15 Southbound Otf Ramp Out In Total 608 1474 2082 345 6 1123 �h` 1 `�. Peak Hour Data � o ° '� ms o ~ �� NoRh � � ° � � m �� � Peak Hour Begins at 10:15 A � � m � m r c� t Totai VOIUme r � — O � � o � m n � T r Left Thru R' ht 0 0 0 170 0 170 Out In Total Peak Hour Analysis From 08:30 AM to 11:15 AM - Peak 1 of 1 Peak Hour for Each A roach Be ins at: 10:15 AM - 09:45 AM 08:30 AM 10:15 AM +0 mins. 297 1 100 398 0 137 155 292 0 0 0 0 0 188 42 230 +15 mins. 252 2 96 350 0 164 157 321 0 0 0 0 0 174 48 222 +30 mins. 310 2 90 402 0 I51 144 295 0 0 0 0 0 149 42 191 +45 mins. 264 1 59 324 0 175 153 328 0 0 0 0 0 156 32 188 To[al Volume 1123 6 345 1474 0 627 609 1236 0 0 0 0 0 667 164 831 % A . Total 76.2 0.4 23.4 0 50.7 493 0 0 0 0 80.3 19.7 PHF .906 J50 .863 .9 U .000 .896 .970 .942 .000 .000 .000 .000 .000 .887 .854 .903 A-2 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Temecula File Name : TEMISNWISUN WS: 1-15 Northbound Ramps Site Code : 00000001 E/W: Winchester Road Start Date : 9/30/2012 Weather. Sunny Page No : 1 Grou s Printed-'fotal Volume [-15 Northbound On Ramp Winchester Road I-15 Northbound OffRamp Winchester Road Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht ,� . Tomi Left Thru Ri ht A. Tmal Left Thru Ri ht P. ro�i Left Thru Ri ht Tomi Inc. Torat 08:30 A,�1 0 0 0 0 0 169 82 251 37 0 Il5 152 0 138 12 150 553 08:45 AM 0 0 0 0 0 276 87 363 69 0 109 178 0 170 13 183 724 Total 0 0 0 0 0 445 169 614 106 0 224 330 0 308 25 333 1277 09:00 AM 0 0 0 0 0 204 113 317 38 0 123 161 0 171 26 197 675 09:15 A�yi 0 0 0 0 0 223 116 339 20 0 137 l57 0 150 35 185 681 09:30 AM 0 0 0 0 0 257 131 388 46 0 131 177 0 234 18 252 817 09:45.4��t 0 0 0 0 0 258 164 422 48 0 152 200 0 296 37 333 955 Total 0 0 0 0 0 942 524 1466 152 0 543 695 0 851 116 967 3128 10:00 AM 0 0 0 0 0 256 153 409 57 I l55 213 0 302 31 333 955 I0:15 AM 0 0 0 0 0 252 162 414 57 0 166 223 0 429 42 471 1108 10:30 AM 0 0 0 0 0 267 175 442 48 0 16l 209 0 363 59 422 1073 10:45 AM 0 0 0 0 0 262 210 472 40 0 193 233 0 398 55 453 1158 Total 0 0 0 0 0 1037 700 1737 202 I 675 878 0 1492 l87 1679 4294 11:00 AM 0 0 0 0 0 252 I98 450 36 0 U6 212 0 362 61 423 1085 11:15 AM 0 0 0 0 0 251 233 484 23 0 l77 200 0 402 38 440 1124 Grand Total 0 0 0 0 0 2927 1824 4751 Sl9 1 U95 2315 0 3415 427 3842 10908 Apprch % 0 0 0 0 61.6 38.4 22.4 0 77.5 0 88.9 11.1 1'otal % 0 0 0 0 0 26.8 16.7 43.6 4.8 0 16.5 21.2 0 31.3 3.9 35.2 I-15 Northbound On Ramp Winchester Road I-IS Northbound Off Ramp Winchester Road Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht a. ro�i Left Thru Ri ht ApD. Total Left Thru Ri t n�. rod� Left Thru Ri ht Tomi tnc. Total Peak Hour Malysis From 0830 AM to 11:15 AM - Peak I of I Peak Hour for Entire Infersection Begins at 1030 AM 10:30 A,vI 0 0 0 0 0 267 175 442 48 0 l61 209 0 363 59 422 1073 10:45 AM 0 0 0 0 0 262 210 472 40 0 193 233 0 398 55 453 1158 11:00 AM 0 0 0 0 0 252 198 450 36 0 l�6 212 0 362 61 423 1085 11:15 AM 0 0 0 0 0 251 233 484 23 0 177 200 0 402 38 440 1124 Total Volume 0 0 0 0 0 1032 816 1848 147 0 707 854 0 1525 213 1738 4440 % A . Total 0 0 0 0 55.8 441 17.2 0 82.8 0 87.7 123 PHF .000 .000 .000 .000 .000 .966 .876 .955 .766 .000 .916 .916 .000 .948 .873 .959 .959 A-3 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Temecula File Name : TEMISNWISUN N/S: I-15 Northbound Ramps � Site Code : 00000001 E/W: Winchester Road Start Date : 9/30/2012 Weather. Sunny Page No : 2 I-15 Northbound On Ramp Out In Total 816 0 816 0 0 0 : �h` 1 `� Peak Hour Data � o T �o � � � W ^ o � North � � � � L c �� Peak Hour Begins at 10:30 � W A 3 m N m c L TOtal VOlume � o 3 0 � � � o �� m �, T �► Lefl Thru Ri ht 147 0 707 213 854 1067 Out In Total Peak Hour Analysis From 0830 AM to 11:15 AM - Peak 1 of 1 Peak Hour for Each A roach Be ins at: 0830 AM 10:30 AM 10:00 AM I0:15 AM +0 mins. 0 0 0 0 0 267 175 442 57 1 155 213 0 429 42 471 +15 mins. 0 0 0 0 0 262 210 472 57 0 166 223 0 363 59 422 +30 mins. 0 0 0 0 0 252 198 450 48 0 161 209 0 398 55 453 +45 mins. 0 0 0 0 0 251 233 484 40 0 193 233 0 362 61 423 Total Vofume 0 0 0 0 0 1032 816 1848 202 1 675 878 0 I552 217 1769 % A . Total 0 0 0 0 55.8 442 23 0.1 76.9 0 87.7 12.3 PHF .000 .000 .000 .000 .000 .966 .876. .955 .886 .250 .874 .942 .000 .904 .889 .939 A� Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268�268 City of Temecula File Name : TEMYNDASUN N/S: Ynez Road Site Code : 00000001 EJW: Date Street Start Date : 9/30/2012 Weather. Sunny Page No : 1 Gro s Printed- To[al Vofume Ynez Road Date Strcet Ynez Road Date Street Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht .. Tomi Lcft Thru Ri ht A. Toml Left Thru Ri h[ A. Total Left Thru Ri ht 1or�i Inc. To�al 08:30 AM 5 15 1 21 47 2 2 51 0 6 22 28 0 0 0 0 100 08:45 AM 7 1 I 0 18 69 ( 6 76 4 8 14 26 0 2 1 3 123 Total 12 26 1 39 I16 3 8 127 4 14 36 54 0 2 I 3 223 09:00 AM 6 9 1 16 64 2 0 66 2 2 24 28 0 0 0 0 1 l0 09:15 AM 9 l5 0 24 84 2 4 90 3 6 26 35 0 I 0 1 150 0930 AM 3 12 0 IS 70 0 6 76 1 6 23 30 0 1 0 1 122 09:45 AM 4 13 0 l7 65 2 3 70 l 11 43 55 1 1 4 6 148 Totai 22 49 1 72 283 6 13 302 7 25 116 148 1 3 4 8 530 10:00 AM 9 7 0 16 69 0 3 72 0 l3 38 51 1 2 0 3 I42 10:I5 ?.bt 7 4 0 ll 66 2 2 70 0 5 45 50 0 0 I 1 132 10:30 AIvt 4 18 0 22 67 l 10 78 0 5 38 43 0 1 1 2 145 10:45 AM 6 10 0 16 53 0 3 56 1 3 39 43 0 1 1 2 I 17 Total 26 39 0 65 255 3 t8 276 1 26 160 187 1 4 3 8 536 11:00 AM 3 I7 0 20 55 2 6 63 0 14 42 56 0 0 0 0 139 11:15 AM 7 l6 0 23 56 1 4 61 0 11 40 51 0 1 2 3 138 Grand Total 70 147 2 219 765 15 49 829 12 90 394 496 2 10 10 22 1566 Apprch % 32 67.1 0.9 923 1.8 5.9 2A 18.1 79.4 9.1 45.5 45.5 7'otal % 4.5 9.4 0.1 14 489 I 3.1 52.9 0.8 5.7 25.2 31.7 0.1 0.6 0.6 1.4 Ynez Road Date Street Ynez Road Date Street Southbound Westbound Northbound Eastbound Start Time LeR Thru Ri ht A. Toral Left Thru Ri ht .� . romi Left Thru Ri ht A p. Toml Left Thru Ri ht p. Toral [nc. Total Peak Hour Malysis From 08:30 PuVI to 1 I: I S AM - Peak 1 of 1 Peak Hour for Entire Intersec[ion Begins at 09:45 AM 09:45 AM 4 13 0 17 65 2 3 70 1 11 43 55 1 1 4 6 148 10:00 AM 9 7 0 16 69 0 3 72 0 13 38 51 1 2 0 3 142 10:15 AM 7 4 0 11 66 2 2 70 0 5 45 50 0 0 1 1 132 ]0:30AM 4 18 0 22 67 I 10 78 0 5 38 43 0 1 I 2 145 Total Volume 24 42 0 66 267 5 l8 290 1 34 164 199 2 4 6 12 567 % A . Total 36.4 63.6 0 92.1 1.7 6.2 0.5 17.1 82.4 16.7 33.3 50 PHF .667 .583 .000 J50 .967 .625 .450 .929 .250 .654 .9ll .905 .500 .500 .375 .500 .958 A-5 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268�268 City of Temecula File Name : TEMYNDASUN N/S: Ynez Road Site Code : 00000001 E/W: Date Street Start Date : 9/30/2012 Weather. Sunny Page No : 2 Ynez Road Out In Total � 66 120 0 42 24 �ht � Le� Peak Hour Data �� T ~ �� Nortn � , � m — m m � �� 2 � m �— �� Peak Hour Begins at 09:45 � m �[n �n o � o� m L Total VolUme � m p � i i �� o m �, i r Left Thru Ri ht 1 34 164 315 199 514 Out In Total Peak Hour Analysis From 08:30 AM to 11:15 AM - Peak 1 of 1 Peak How for Each A roach Be �ns a[: 1030 AM 08:45 AM 09:45 AM 09:45 AM +0 mins. 4 18 0 22 69 I 6 76 1 11 43 55 1 1 4 6 +Ij mins. 6 ]0 0 16 64 2 0 66 0 13 38 51 1 2 0 3 +30 mins. 3 17 0 20 84 2 4 90 0 5 45 50 0 0 1 1 +45 mins. 7 16 0 23 70 0 6 76 0 5 38 43 0 1 1 2 Total Volume 20 61 0 81 287 5 16 308 1 34 164 199 2 4 6 12 % A . Total 24.7 753 0 932 1.6 5.2 0.5 17.I 82.4 16.7 33.3 50 PHF .714 .847 .000 .880 .854 .625 .667 .856 .250 .654 .911 .905 .500 .500 .375 .500 A-6 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Temecula File Name : TEMYNDWSUN N/S: Ynez Road Site Code : 00000097 E/W: Project Access Start Date : 9/30/2012 Weather. Sunny Page No : 1 Gro s Printcd- Total Volume Ynez Road Counry Center Drive Ynez Road Southbound Westbound Northbound Start Time Left 'I7vu A. Total Left Ri ht A. Total Thru Ri ht A. Total Int. Total 08:30 Abi 0 64 64 0 0 0 27 0 27 91 08:45 Al�f 0 80 80 0 0 0 26 0 26 I06 Total 0 l44 144 0 0 0 53 0 53 197 09:00 AM 0 66 66 0 0 0 31 0 31 97 09:15 AM 0 96 96 0 0 0 34 0 34 130 0930 AM 0 81 81 0 1 1 29 1 30 112 09:45 AM 0 79. 79 0 0 0 45 0 45 l24 Total 0 322 322 0 1 1 139 1 140 463 10:00 AM 0 73 73 0 0 0 51 0 51 l24 I0:15 AM 0 SO 80 0 0 0 63 0 63 143 10:30 AM 0 78 78 0 0 0 47 0 47 125 10:45 AM 0 67 67 0 0 0 44 0 44 111 Total 0 298 298 0 0 0 205 0 205 503 11:00 AM 0 75 75 0 0 0 59 0 59 134 1 l:15 AM 0 67 67 0 0' 0 55 0 55 122 Grand Total 0 906 906 , 0 1 1 511 1 512 1419 ApprCh % 0 100 0 ]00 99.8 0.2 Total % 0 63.8 63.8 0 0.1 0.1 36 0.1 36.1 Ynez Road County Center Drive Ynez Road Southbound Westbound Northbound Start Time Left Thru A. Total Left Ri ht A. Total Thru Ri ht A. Total Int. Total Peak Hour Malysis From 08:30 AM to 11:15 AM - Peak 1 of 1 Peak Hour for Entire [n[ersection Begins at 09:45 AM 09:45 AM 0 79 79 0 0 0 45 0 45 124 10:00 AM 0 73 73 0 0 0 51 0 51 124 I0:15 AM 0 80 80 0 0 0 63 0 63 143 10:30 AM 0 78 78 0 0 0 47 0 47 125 Total Volume 0 310 310 0 0 0 206 0 206 516 % A . Total 0 100 0 0 100 0 PHF .000 .969 .969 .000 .000 .000 .8 U .000 .8 U .902 A-7 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Temecula File Name : TEMYNDWSUN NlS: Ynez Road Site Code : 00000097 ENV: Project Access Start Date : 9/30/2012 Weather. Sunny Page No : 2 Ynez Road Out In Total 206 310 516 310 0 1 `� ► Peak Hour Data r � � Nortn ,� � � � e Peak Hour Begins at 09:45 A � 3� r o � Total Volume �s o � o m m j R�� 206 0 310 206 516 Out In Total Peak Hour Analysis From 0830 AM to 11:15 AM - Peak 1 of 1 Peak Hour for Each A roach Be 'ns ar. 09:15 AM 08:45 AM 10:15 AM +0 mins. 0 96 96 0 0 0 63 0 63 +15 mins. 0 81 81 0 0 0 47 0 47 +30 mi�s. 0 79 79 0 0 0 44 0 44 +45 micis. 0 73 73 0 1 1 59 0 59 Total Volume 0 329 329 0 1 1 213 0 2l3 % A . Total 0 l00 0 ] 00 ] 00 0 PHF .000 .857 .857 .000 150 .250 .845 .000 .845 A-8 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Temecula File Name : TEMYNCCSUN WS: Ynez Road Site Code : 00000001 E/W: County Center Drive Start Date : 9/30/2012 Weather. Sunny Page No : 1 Gro s Printed- Total Volumc Ynez Road Counry Center Drive Ynez Road Southbound Westbound Northbound Start Time Left Thru A. Total Left Ri ht A. Total Thru Ri ht A. Total Int. Total 0830 AM 1 66 67 0 1 1 36 2 38 106 08:45 AM 0 80 80 2 0 2 32 10 42 l24 Total 1 146 147 2 1 3 68 12 80 230 09:00 A��I 0 68 68 5 0 5 35 10 45 1l8 09:15 AM 1 97 98 3 0 3 42 l2 54 155 0930 AM 0 88 88 8 0 8 33 7 40 136 09:45 AM 1 85 86 10 2 12 54 12 66 164 Total 2 338 340 26 2 28 164 4l 205 573 10:00 AM 2 8l 83 9 0 9 55 18 73 165 10:15 P.�Yt 3 69 72 9 I l0 61 17 78 I60 10:30 AI�t 1 84 85 10 3 13 44 15 59 157 10:45 AM 2 73 75 6 0 6 50 5 55 136 Total 8 307 3l5 34 4 38 210 55 265 618 ll:00 AM 0 75 75 6 0 6 55 ]0 65 146 11:15 AM 0 78 78 6 0 6 62 8 70 154 Grand Total 1 l 944 955 74 7 81 559 126 685 1721 Apprch % 1.2 98.8 91.4 8.6 81.6 18.4 Total % 0.6 54.9 55.5 4.3 0.4 4J 32.5 73 39.8 Ynez Road County Ce�ter Drive Ynez Road Southbound Westbound Northbound Start Time Left Thru A. Total Left Ri ht A. Total Thru Ri ht A. Total Int. Total Peak Hour Malysis From 08:30 AM to 11:15 AM - Peak 1 of 1 Peak Hour for Entire Intersectioa Begins at 09:45 AM 09:45 AM I 85 86 10 2 12 54 12 66 164 10:00 AM 2 81 83 9 0 9 55 18 73 165 10:15 AM 3 69 72 9 I 10 61 17 78 160 10:30 AM 1 84 85 l0 3 13 44 15 59 157 Total Volume 7 319 326 38 6 44 2l4 62 276 646 % A . Total 2.1 97.9 86.4 13.6 77.5 22.5 PHF .583 .938 .948 .950 .500 .846 .877 .861 .885 .979 A-9 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268�268 City of Temecula Fi�e Name : TEMYNCCSUN N/S: Ynez Road Site Code : 00000001 EJW: County Center Drive Start Date : 9/30/2012 Weather. Sunny Page No : 2 Ynez Road Out In Total 220 326 546 319 7 Thru Left 1 '� Peak Hour Data T ° �� wortn °° � ' � � � °' m Peak Hour Begins at 09:45 A p > > r A g Total Volume �� m � o m m T �► Thru Ri ht 214 62 357 276 633 Out In Total Peak Hour Analysis From 0830 AM to 11:15 AM - Peak 1 of 1 Peak Hour for Each A roach Be ins at: 09:15 AM 09:45 A�vt 09:45 AM +0 mins. ] 97 98 10 2 12 54 12 66 +15 minS. 0 88 88 9 0 9 55 18 73 +30 mins. 1 85 86 9 I 10 61 17 78 +45 mins. 2 81 83 ]0 3 13 44 15 59 'Cotal Volume 4 351 355 38 6 44 214 62 276 % A . Total 1.1 98.9 86.4 13.6 77.5 22.5 PHF .500 .905 .906 .950 .500 .846 .877 .861 .885 A-10 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268�268 Ciry of Temecula File Name : TEMYNWISUN WS: Ynez Road Site Code : 00000001 EJW: Winchester Road Start Date : 9/3U/2012 Weather: Sunny Page No : 1 Gro s Printed- Total Volumc Ynez Road Winchester Road Ynez Road Winchester Road Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht ,� . romi Left Thru Ri ht A p. Total Left Thru Ri ht A. Toral Left Thru Ri ht n. ro�� Inc. Totai 08:30 AM , 4 23 46 73 27 198 7 232 31 14 19 ,64 29 145 57 231 600 08:45 AM 2 30 54 86 33 225 9 267 51 14 18 83 20 185 74 279 715 Total 6 53 100 159 60 423 16 499 82 28 37 147 49 330 l31 510 I315 09:00 AM 6 IS 59 80 47 220 4 271 36 10 42 88 43 178 59 280 719 09:15 AM 15 32 66 113 60 223 3 286 54 18 30 102 40 182 66 288 789 0930 AM 9 36 50 95 33 250 5 288 41 13 41 95 35 202 81 318 796 09:45 AM 34 61 81 l76 �7 313 16 406 48 29 45 122 59 278 126 463 1167 Total 64 144 256 464 217 1006 28 1251 179 70 l58 407 177 840 332 1349 3471 ]0:00 AM 24 36 71 l3l 66 251 20 337 74 34 39 147 41 250 137 428 1043 10:15 AM 13 38 51 102 68 284 IS 367 65 24 44 133 56 351 150 557 1159 1030 AM 10 36 49 95 45 313 2 360 100 22 54 176 42 338 162 542 1173 10:45 AM l2 41 50 103 76 3ll ll 398 Il2 25 57 l94 29 358 178 565 1260 Total 59 15l 221 431 255 1i59 48 1462 351 105 194 650 168 1297 627 2092 4635 1L•00 AM 9 36 7l ll6 70 271 7 348 89 38 89 216 54 322 152 528 1208 I1:15 AM 21 52 72 145 72 283 18 373 125 32 75 232 50 352 170 572 1322 Graud Total 159 436 720 1315 674 3142 117 3933 826 273 553 1652 498 3141 1412 5051 11951 Apprch % 12.1 332 54.8 17.1 79.9 3 50 16.5 33.5 9.9 62.2 28 Total % 1.3 3.6 6 1 I 5.6 26.3 1 32.9 6.9 2.3 4.6 13.8 4.2 263 I 1.8 423 Ynez Road Winchester Road Ynez Road Winchester Road Southbound Westbound Northbound Eastbound Start Time Left Thru Ri t w . Tomi Left Thru Ri ht A. Toral Left Thru Ri ht A. Total Left Thru Ri ht A p. Total [nc Total Peak Hour Malysis From 08:30 A�YI to 11:15 AM - Peak 1 of 1 Peak Hour for Entire [ntersection Begins at 10:30 AM 1030 PuYi 10 36 49 95 45 313 2 360 � 100 22 54 176 42 338 162 542 1173 I0:45 AM 12 41 50 103 76 311 Il 398 112 25 57 194 29 358 178 565 1260 11:00 AM 9 36 71 116 70 271 7 348 89 38 89 216 54 322 152 528 1208 11:15 AM 21 52 72 145 72 283 18 373 t25 32 75 232 50 352 170 572 1322 Total Volume 52 165 242 459 263 1178 38 1479 426 117 275 818 175 1370 662 2207 4963 % A . Total 1 L3 35.9 52J 17.8 79.6 2.6 52.1 14.3 33.6 7.9 62.1 30 PHF .619 .793 .840 J91 .865 .941 .528 .929 .852 .770 .772 .881 .810 .957 .930 .965 .939 A-11 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Temecula File Name : TEMYNWISUN N/S: Ynez Road Site Code : 00000001 E/W: Winchester Road Start Date : 9/30/2012 Weather: Sunny Page No : 2 Ynez Road Out In Total 330 459 789 242 165 52 Right � Left �� � Peak Hour Data � o �, ? �o , ��' � A m� o � North '--`^ m „ _ � � c ��� Peak Hour Begins at 1030 A �2 � �� m m (n c m L Total Volume � o � Oa —�°'"� �� � � m n �-, T �► Left Thru Ri ht 426 117 275 1090 818 1908 Out In Total Peak Hour A�alysis From 08:30 AM to 11:15 AM - Peak 1 of 1 Peak Hour for Each A roach Be ins at: 09: I S AM 10:30 AM 10:30 AM 10:30 AM +0 mins. 15 32 66 113 45 313 2 360 100 22 54 176 42 338 162 542 +15 mins. 9 36 50 95 76 311 ll 39S 112 25 57 194 29 358 178 565 +30 mins. 34 61 81 176 70 271 7 348 89 38 89 216 54 322 152 528 +45 mins. 24 36 71 131 72 283 18 373 125 32 75 232 50 352 170 572 Total Volume 82 165 268 SIS 263 1178 38 1479 426 II7 275 818 l75 1370 662 2207 % A . Total 15.9 32 52 17.8 79.6 2.6 52.1 143 33.6 7.9 62.1 30 PHF .603 .676 .827 .732 .865 .941 .528 .929 .852 .770 .772 .881 .810 .957 .930 .965 A-12 Counts Unlimited, inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Temecula File Name : TEMMAWISUN N/S: Margarita Road Site Code : 00000001 E/VV: Winchester Road Start Date : 9/30/2012 Weather: Sunny Page No : 1 Grou s Printed- Total Volume Margarita Road Winchester Road Margarita Road Winchester Road Southbound Westbound NoRhbound Eastbound Start Time Left Thru Ri ht .a . ro�i Left Thru Ri ht n. ror�� Left Thru Ri ht n. romi Left Thru Ri ht Tor�i Inc Torai 0830 ?u�f 21 62 23 106 68 U9 20 267 33 48 39 120 20 104 18 142 635 08:45,4,�1 19 61 24 104 97 269 31 397 31 50 32 113 21 115 26 162 776 Total 40 123 47 210 165 448 51 664 64 98 71 233 41 219 44 304 1411 09:00 AM 39 76 24 139 71 210 28 309 37 36 4l 114 30 123 21 174 736 09:15 A,�I 37 60 37 134 85 228 20 333 31 36 37 104 20 126 22 168 739 09:30 AM 31 68 44 143 109 246 24 379 51 67 68 186 32 106 34 172 880 09:45 AM 31 92 48 l71 132 285 28 445 46 60 55 161 47 l68 31 246 1023 Total 138 296 l53 587 397 969 100 1466 165 199 201 565 129 523 108 760 3378 10:00 AM 32 62 50 l44 142 300 33 475 44 37 72 l53 44 146 35 225 997 10:15 ?.�'�f 34 87 63 184 127 239 25 391 57 66 75 198 40 159 61 260 1033 10:30 AM 25 109 51 185 151 303 30 484 50 77 97 224 44 178 42 264 1157 10:45 A.�t 40 123 65 228 177 279 35 491 45 78 66 189 54 200 42 296 1204 Total . 131 381 229 741 597 1121 123 1841 196 258 310 764 182 683 180 1045 4391 11:00 A:yI 38 103 59 200 155 301 24 480 48 90 78 216 49 160 34 243 1139 ILIS P.��I 37 96 46 179 146 303 35 484 53 77 82 212 51 215 48 314 1189 Grand rotal 384 999 534 1917 1460 3142 333 4935 526 722 742 1990 452 1800 414 2666 I1508 Apprch % 20 52.1 27.9 29.6 63.7 6.7 26.4 36.3 37.3 17 67.5 I5.5 Total % 3.3 8.7 4.6 16.7 12.7 273 2.9 42.9 4.6 63 6.4 17.3 3.9 15.6 3.6 23.2 Mazgarita Road Winchester Road Margarita Road Winchester Road Southbound Westbound Northbound Eastbound Start Time Left Thru Ri ht A. Toral Left Thru Ri ht A. Topl Left Thru Ri ht App. Total Left Thru Ri ht n. ror�i [nc To�al Peak How Analysis From 08:30 AM to 1 1:15 AM - Peak 1 of 1 Peak Hour for Enrire Intersection Begins at 1030 AM 1030 AM 25 109 51 185 151 303 30 484 50 77 97 224 44 178 42 264 1157 10:45 AM 40 123 65 228 177 279 35 491 45 78 66 189 54 200 42 296 1204 11:00 A.Ht 38 103 59 200 155 301 24 480 48 90 78 216 49 160 34 243 1139 I1:15 Ab1 37 96 46 179 146 303 35 484 53 77 82 212 51 215 48 314 1189 Total Volume 140 431 221 792 629 1186 124 1939 196 322 323 84l l98 753 166 1117 4689 %A .Total 17.7 54.4 27.9 32.4 6L2 6.4 233 38.3 38.4 17.7 67.4 14.9 PHF .875 .876 .850 .868 .888 .979 .886 .987 .925 .894 .832 .939 .9I7 .876 .865 .889 .974 1 A-13 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268�268 City of Temecula File Name : TEMMAWISUN N/S: Margarita Road Site Code : 00000001 E/W: Winchester Road Start Date : 9/30/2012 Weather. Sunny Page No : 2 Margarita Road Out In Total 0 792 1436 i' 221 431 140 Right Thru Le� �� 1 Peak Hour Data � r �° m � a ~ � J� NOrth � A � � c � �— "' �—� Peak Hour Begins at 1030 �2 m � m w m L y c m= Total Volume r ° m 7 �� � �� N W � . � � � �m � T r left Thru Ri ht 796 322 323 1226 841 2067 Out In Tofal Peak Hour Analysis From 08:30 AM to 11:15 AM - Peak 1 of 1 Peak Hour for Each A roach Be ins at 10:15 AM 10:30 AM 10:30 AM 10:30 AM +0 mins. 34 87 63 184 151 303 30 484 50 77 97 224 44 l78 42 264 +15 mins. 25 109 51 185 177 279 35 491 45 78 66 189 54 200 42 296 +30 mins. 40 123 65 228 I55 301 24 480 48 90 78 216 49 160 34 243 +45 mins. 38 I03 59 200 l46 303 35 484 53 77 82 212 51 215 48 314 Total Volume 137 422 238 797 629 I186 124 1939 196 322 323 84l 198 753 166 1117 % A . Total 172 52.9 29.9 32.4 61.2 6.4 233 383 38.4 17J 67.4 14.9 PHF .856 .858 9l5 .874 888 .979 .886 .987 .925 .894 .832 .939 .917 .876 .865 .889 A-14 APPENDIX C EXISTING (2012) CONDITIONS INTERSECTION ANALYSIS CALCULATION WORKSHEETS HCM Signalized Intersection Capacity Analysis Existing (2012) Conditions 1: Winchester Rd. (EW) 8� I-15 SB On Ramp (NS)/I-15 SB Off Ramp (NS) Sunday Peak Hour � �l I� I� � � � � �'al � 1� tt.. ouer�ent ;; � ... ,� ��.,= � .''`',SEL .:��ET�_ i 'SER �"�- N. � NWT ;'•�.NW.,�;�. PIEI;;u� NE'f�;. NER;�� SyUI_ �SI�V �SV11; Lane Configurations �� � � ��� � ��¢ Volume v h *� �. � ��, � � �� 1-�--r 123 � ��6 �"��345� �.'�;� ; °�p � � �pY �� p �� ��,� :'r667s:� z�,�'�,��� ,59,� 0 . .�.�_P.�)s�' N..�s::..k�__�..,�5..�.,.c:,��.�a�s'te���....:�::x;,�..�. ��c��.�? � �._. ��` u.�. �'.� � .. Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Tofal=lost time / s �'�'���,� M��4� 0 �� �.4 0 `��4�0 , �� �-��� ���"���''�'�'������ 4�'� � `�4.0'� � �,Sry� �'.�4.'U� � � �.:v.,,.v ,�.:,.:�- l )_� �x ���,v:��a."`��; �:��sa�;:.�.�z,.:.��.w..�:s..:s�,��-� ,�;:�..�.iG.s «...§:� �t.,..._ Lane Util. Factor 0.97 0.95 0.95 0.91 1.00 0.91 ---��-�---� ���--,--�--�- �.-�---_-�- Fd� M�� � ���t�z�€:�100 � �?08 085 �;,�,`� ;�.�' �_.�' �� '� ,#*�y �100:� �0.85���'� � ,��.�.���1r0U��,�-��� _ ��.._., Flt Protected 0.95 1.00 1.00 1.00 � 1.00 1.00 } �� ��. Satd�F� lo p tj����i� 3 33" �-1513�fi� 150 �'4 �'� �'� �;��,���� } 5; 583��� �;:�.�;`�5085����� �...v.a: � �� �:� .� ._..�,_,_:..{�,.._:,��� �� � -�- -_� , Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 ��^�rr�Tr��s'�',,.."�,"�"� "�..P"r, E;'' a a ^m5ta r- '� � _.N'""^_"�.�'° `"'°`°t:.- �r°'_". �} � �`�� :34�, 33�� 9513��1504 �°' S���� �'�`�� ��K��` 5085; „�'�1583�` .� � � �5085� ��,,� SC3td:µF��Wt�pP.��, ..u4 .'i�r�S.�Y4. as:.:;� r. �i:5a,..,...t�., :�...� .,,, �3,z..a...� Cs�,�.. _f1,����.�. ;� kr ."�'�;.� ��.e�35�+GC... Peak-hourfactor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A j Flow;�� (vph)��`�_�� .�,x118 �2 �6 363 ;:;���0.?��� 0:.�:�� ��''0 �-�-� 0 s�"702<�w �� 3����0'."� 622;���_0 ._.�..w_ _ ;r �.� .,._.__��. � _� � LL �:�� � � . � - . � �. � �., RTOR Reduction (vph) 0 29 29 0�0 0 0 0 121 T 0 0 0 Lane:;Gro"'' p,F (vpfi)� ��.�?�;::1182 . " :�� 5x,��:°..�1�` 56 �:�. �_.0� �� ,LL`O.h.v��'��.a. 0,:`: , .`'�0.:�,��..7.02�`° M�2 �� 2 , `� �� Tum Type Split NA Perm NA Perm NA °��,�°- :� �w""�� �,�� - �- b «-a�r^�'f'x'w'M.'^�' y� ��� �Z'�» i � c ���"°'��'"�a'r`"'F" �-'°`�.� � Protected,Ptiases�����' �.s�, a6 �,�-���6�.p�,�h �.,� � > a ,L��a.�,� ���.� ,�4 ����� ,�� ��_ =��8���_�; �r..�,�.s�::<r.:.�.e. �;_`�'�.,.�:�..,�t.u�:�....u.::�i,.��.�.,�e �5��'`.3:.- .��',���� �t ,�;�,�,� a...�...r�r�z._.�< ��,.. `':�-� r�.�s;" Permitted Phases 6 4 Actuated Green� G (s)��� � 410�`�410 � �°,�"'�41.�0'��r.-���� � ���z�� ��..�x��:� � Effective Green, g(s) 41.0 41.0 41.0 21.0 21.0 21.0 A tuc ated g/C�:�Ratio��.�`i� �-rO�� 5�=0 59�� 0 59 ��y� ��. �,.� �`^ ��-s*��� � 0 30 �� 0 30=�� ,�� _. t �=0 30s �� � � � � •�� � ����� � ��� Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 �-��- ��r--�-�m-�--�-� ��:. g ^�° , r ^ � Uehicfe,Eztension.(5) ��� ._.aF��.3 �'��:.,�3 O���s3 � �: ������������ ������,� �.�.�,.� .3����3'U-�'� 0.�-�� _� _��?�, ��3:U.,����� __. __. _ . _. Lane Grp Cap (vph) 2011 886 881 1526 475 1526 vls Rat�o'�'Pro '010�����x��-�����-��,�;��.'�-"�',� � ,���� Y �`�" � ,��, �,w��12�� �,i ��'�. '��' i�a..-�t:W�.�a.:...�.�c�,�.� � .�..ti:�:�..�s�.;a�..�.. �:r.3�.:.....���.:� '� '�.�:a.;:�.�. �,'�";"'�-���r..��.. .....�.�.�.�.+°rx.k,�.W::�'�::� v/s Ratio Perm 0.10 0.03 �����. � ���---���°�- ��,,.-�� k }0 46�"� 011=� ��� � 0 41: �� v/cjRatio _ �.� ���� � � r 0 59 �0�18 ���; 018 �.�.,��:� ��..Y�_ .� �_ .�� �. '� �� ���` ,�, � � � � Uniform Delay, d1 9.2 6.7 6.7 19.9 17.7 19.5 g ssion factor �,���'�`�°�y100 F 100=��� 1 00��-�7' ��'z'� �� ��� �� ��``°��1 00' -�,�°100'� �'"�'0 fi9�'��� `� - �..,_.`i.�.w.>a�.��: .����.�� - .,.°�,.r�� , ���. �'^ 3 '" � ���.�...�.'?� `t 'i-�.�sa�s.��^ � � Incremental Delay, d2 1.3 0.4 0.4 1.0 0.5 0.8 Dela s�` �.� ���"�'�„.�"�104��.,�'��7$1�8� ���;��'��"" � y � ��.�.�:, ��� , �-���---� , '��� 5 -,� ri���N Y:� ),�.;� J .:.�.��:�`�"�t�-�`';� x. �: . ���-�,��, °�` �� �� t � � -�:�� 20.9 �:��.18 2� � �r�:�14 3 �.s���,��..� Level of Service B A A C B B A roach�Dela S �'�� ` `? $��� r •�,[�,"t'�,-• :�•, : a� ���-^ �' s� s'R�m„^�3'. � � .-�--_� r?"'��;���-^a{� z ", 3 ,� ," � � � �.PP.:. -Y ��.)�:-:�...�.� �- 9 sw:.�:�,��.-�,. �• ���.� �____�.���<�� � �,� ` �.<;;��,�. �14.3 -� �..A, Approach LOS A A C B .., _. . � x. . � . �nfefsect�an;Summa�Y � : �.4:y. "<�"w��:�,?�`` � .,.�:'`�°';`a,�'��'" ". � vrt��.�..= t:� '� ,�a��•s* = z. `'' rt; �. � ' . _ . . . _ � . ._. _ . _x .� . . ..._. .� HCM Average Control Delay 13 7 HCM Level of Service B ---�-�- �; ��-:ry�,:�,,�',��-�: ��, x -� „ -� ,��-<n�- ��, �� �... HGM�Volume:to Capacity ratio�}���,� � �aF 0.54�* ��.��,���,�,� ,��,�,�����'�_.i 4�a�i,���� ����',�zr,�a��i.�;��i�s.st�,m� �i Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 Intersection Capac� lJt�l¢ahon �� �`:y;� ���92�6%�°��'''`ICU Le el.of SeNice ��,�'',�°�"`��fr �'�� F ������'��` �'�'" � � ``� � - ....,....� ..,..._,�U,�...��.��:.. - -�,..w:....._.._�.�.�� � �� ,�.�F:�._� �::::�,..�'� Analysis Period (min) 15 cr� �---- : � y � �r��`^'�Y ��"",*°°��, -�, X,� S�°'Lr� . . .. ._ r ' � ,-.,.. .Y".'.-"�'� ..� d f "� �, i �' r c Critical Group���� =-��. �,� .�.:.�:,:�....��-`�� � i :� ? ���, � � � ���Y � �.r 4 � �a� � * � .�.�� .� _�;.�y�:�,..:�,:��•..:�g ._.� �..�;s�.'�,.... ���a�,.._..��:.,�:s..._.� Crossroads Church Traffic Impact Analysis Synchro 8 Report C:\TRAMES10064-00021SYNCHRO\ExistinglE_2012 Sunday.syn 12/5/2012 C-1 HCM Signalized Intersection Capacity Analysis Existing (2012) Conditions 2: Winchester Rd. (EW) & I-15 NB Off Ramp/I-15 NB On Ramp (NS) Sunday Peak Hour `� �► ►� � ''� � '� � -� �, ,� ,�.. ..,; �_ � � � �:.�x .� Lane Configurations � � � �`'�'� T�`'F �� Vol me (!!Ph �� � ,;��,,���;0 ,�����0��`� �4 ��147�,��� �� ,�707���� `0� 1,525� ��'��0��� ��0� �032� �81�6 . � � � Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 `��-3�t �,..�; *a 3'�^� . a �� '"�i�;�'s ',�-Si � �,'�'�`���4 O �'; �3"4#O��'�'��� � ,. � �„.�.�'�' ?� }�-�' `..�'�'.'�'� �'` 'h ��.,� �#� 4�:� Total Lost:t�me_�s)x�:��� �,����.���.;���;.. �����._��� ��,�;�,���.�.;�<�.��� �w4 0� ��.��., ��.�;�,��p Lane Util. Factor 0.95 0.91 0.95 0.91 0.91 0.88 °� ���� ��� � _��`�,�:���� ,.�;�;� ��� � ��� w�°��� �` -���- `��� , � ��� �`�" `�'�� ���� 100 r�0 85 F�.�=�`�'�.�"�'� , ��������3�;�����.:�����. �� ".�.��,�. �.� ���� ����:,,0 86 ��0 8 5 , �°��.��;�.� �100>� �K,�� �.�,� �.� �� :�.,� ��-�,�., Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 S F ow (protj �,��;�:��,�� ���� �������� �,�1681 ����1448��1504 ,�,,���a;[ 5085`��,������. .�, �a5085�� 2787 ��� � Flt Permitted 0 95 1 00 1 00 1 00 1 00 1 00 SC�td d (Perrtt) � ;�-�, � ���. z: � � .s�' '��"�'r �'� 2y�.�r'{�.�""��k„�'-n�i� -���,`,�� ���"'�� �..._ �(�� � ���� � �� � '`� � 1681� �1448„ i504, ��, �� �?5085 ��.,_�� E;,� ��.s��5Q85�.�;0.y2787 Peak-hour factor PHF 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 Ad}' Fo , P )�����"� �����:����.��..���0� �n153_,� ���0���.736�'����0�,��,�.��15,89�t,���0'��.��� ��075��850 RTOR Reduction (vph) 0 0 0 0 5 5 0 0 0 0 0 461 . ���,�. ,....r: �rKr.-S"° ,,,��.'�z».K �'� .�^' �'_"�.� x ax' � `�°� ���-'°"°�,�� ��*"'E�,'z:?sxr �`` .z'�,€�°�y;"'s%` � ,�' �.,� y�*-.� i�ane �� 0 ����Q���-� �0 ���138���.�,371,����-37.0�,.����,�0��� 1589 �-��. .U1075.:� 389 �. �� _ �.�., Tum Type Spht NA Perm NA NA Perm -° ���` *"+ �s�C �: ,���'"���;;�� ��.'�'� �°..�'�� � a „"���'�����`4,�°`� �������� �$�� i Protected �Ph3S 2 S���;��.`�����1 , '„;���-���;°��,��..��� ,�.`.�:� z�?��:��i�_� ��. M�°�:�«z�,�%�,.��'�.,��»,�'� ��... ��..._.�:��.mm.�.,�.��.,��� Permitted Phases 2 $ *��^-^°-zs+'::a�'°:^'� °rs=^=r� . � � �. r�� ,� �" z + m }�d�'� : 4 s�°7� _.pw ' x.,, y , r^.��^k° .Ax,ctuatetl Green �,.�s�)."� `�.:.�� �`���;�4��.�.���,�� �x���� 0���. � 30 O �:��:��k�, �,��,������,�:� , �, 32:0: �,� Effective Green g(s) 30 0 30 0 30 0 32.0 32.0 32 0 �„ �'^— .�-, "�•��vb �di"""�rw g„'+*: --s�, 3 '°'°" , � � �. �'* ��'��"�'""Y AcfuatedtglC,�Rat��� �����;,���.r ��.� a �� y �' ��'.������� q. 0 43,��0.43,��,° 0 43,.� ��� 9 ��!0 46:� ��`� ����� 0'46 �� � .. ���*j.�., �� . �a� � : �� �:.�,.��0 46 Clearance Time (s) 4 0 4 0 4.0 4 0 4 0 4.0 �ehid e�'��� �: =�- � °� � �� ,��.� �� �, � -� Q �-. �� ��- � � t � �--�` �.k�3 0 'E7(tens�on��s}�-��� ',��.��5� �_....�?'�,���', ��;� ��.�'��`� ,� ,��3 0.�=",�.' �.'`�'r*� .�.�. . � 3.0.�. `�..,�..�,� Lane Grp Cap(vph) 720 621 645 2325 2325 1274 v/s Rat o Prot� ��� �` "���<�. . ������ �� � ��� 0 08�,��c0 26,;;. ��� �� `���`�` � , ��0 2i��`����� . . �,,...._ ��...�..r�'����'� ..- �.�.v3;�roy � "� * "�5,.�"���.. � a� C� 3�...:. �sm ��3�z.. fi �.,, �� - �' �� ��t.� � .3ntt�^,z"" � .��,§�5m.,....w.. v/s Ratio Perm 0 25 014 '�at��.��,�:-� ������������,.x����.� ������019��0�60�� ;�U•57����`�-�'�--����6$������� '�,� : � 0.46�,���,�,O.F31 Uniform Delay, d1 12 5 15 4 15 2 15 0 13.1 12.0 � ��zz�*rw° �.� a� �, �R"�� '�� �+ i��. `� �' �:`�'�` � � �� ��������'� r �.�x.�'�g*"4. . �` � Progress�on�Factor •: � �� � ;, �.. �;� � � 100 � �100���� 1� OQ� . . . �g' 0 80�`"" ��� �;,�� � O AS�� 1:26 n __.,�.,� . .����"��;.,� • � �����`� �.�, �,� -= z .. Incremental Delay d2 0 6 4 2 3 7 14 0.5 0 5 w'.^q�' . .�'�' �'�'F*'���5'�w- �. � , �" � '*�'r .,.,�,. ^�-^�:.. � .ee � �. .-?�c�'�'r ��° � `,��` t Delayn�s): . ' ,����,` ��� ���`� ���`��`'��,'�.�����13 ���`�' 6. `" �� �����5�.r�.,:.�� �s -����� 6:4R�� 15:6 Level of Service B B B B A B APproach y�;�s)�������`���; ���18�2����.��� ��"„��, ���.��������;�������� Approach LOS A B B B .w�e� .., �uKr7ryt�y ,. ;�, „ . „. . . � HCM Average Control Delay 13 1 HCM Level of Service B ^r°��.°s�"s�`�" ���cxri.�t-�s .. r �„ 7` ''� 4„",�,"'. �.i� �,' *r '�:nS*�..°„- ?.'. 9 m� HGMNUofume;to Capac►ty�ra�o������ � ��.����d 64� ���:�,�"� �,,�`���������������� ��;� `��.�'�°,., �. �s�� ��� �, � � � . �.�xu�t.�.,�„�� .::� a�:.�.�..���^ ���� s,n� �� t ��. .��`�����., �" �,,,�.. �. ��,� � ��r � .� .<.<�_,� Actuated Cycle Length (s) 70 0 Sum of lost t�me (s) 8 0 �r:��:rt-s^� �--z;�-�szr�-c �e- �e-crs�c� �*'ss'z�� � r �+^ xu-^� �,,.^� a`�'_..�.x�sr�°t^�tt. �, ��..?�.'i` a �,�e�,�.��-v -�. ,� �. � Intersection Capaaty Ut�lizat�on;�� ��,„�,���?�� ,, 65 3%0������ ICU Leve1=�, �,of�Service����;���, � ,�,�; ��„�� Analysis Penod (min) 15 ;� °' r�w: �et�`4� ,��'��. � G���''°�''4^�;'r`� �.�r'�.,',�-��s�'�r��3� �2�� t` "+v��.,>""���-:�4`�z��� �� µ"7r��,�.�'�`���`�� s�,*'"�-? C ��fltlCa� Lall@ GfOUP.�.?���.,�ti:,���:�r� .�...�.u.,.�.���,,,,��._�a�,-�.�z.,�,�?». �..u��,� .,�� r ,x�,::..�,,�,�����r�;�;;�:...�� <��? Crossroads Church Traffic Impact Analysis Synchro 8 Report C:\TRAMES\0064-0002\SYNCHR01Existing\E_2012 Sunday.syn 12/5/2012 G2 HCM Signalized Intersection Capacity Analysis Existing (2012) Conditions 3: Date St. (EW) 8� Ynez Rd. (NS) Sunday Peak Hour , � � � � � � � T � � � � ove�ne�tt�.� < ,,�._�,���� � r,;:�.EBL, ::`„�EBT:� � EBR;��WBf.� :� WBT ';' WBR �'� . . �(BL+;� . �fBT�:; ���NBR':; �.z,x � SBT¢� �° _ �.��, . . SB� L �j �� m �► � �� � � ���► � �� �� � � u: r�*3a�k ��' `S Sfi;l ,��' �w z�'�;�'��-.�`"`u"--...��`"""„"-,�--'SS^*°a��"° t^"� , 3'° °"'.- t ^ " 3 Volume v h '�' � > 2 ��"42� w�,UO � :� � 1,��� ` + 34 � ��. � 164� ��'� ,, 2' �� � � �4 � f .�`n �;� t `�'�� �. s �.�_P )��.��a�,�',�.�,.�....�r �.,�.._.�,.sr���� �r.. ;�. ��....u.�.�a::r�...�:.:�"a��o�.�..�.::��6�.�,,.�.'�z���.w�.` s.�`�..;18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 �---Y-�-�� --�- �-» �>.'��'�„ �� "`f. ��"��- .� � a � ,.`"�" v ��,:.� �a y_�°°' i ,'�`"� ^�-z�e,r"� F" �+.� s� '�a- L'�^m ��---- e Total�Lost-time �� 4�0 .,��•�_4 0�,,. .��,����, �4 0+�,�4 U�,. 4 O 0. �., � 4�O���u 4 O,u _�. 4:0;;,�,�,4;OF�,�4:0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.91 1.00 � 0.97 0.95 1.00 _ r �"� 1 ^`.�"�`�" �,�„?,�T ' .3*�---��5.j'�,.' a.^'�*t^�?�, �53'��r°-r�------rs� �_�'_' �` � '.�°..-. i .-^ Frt � Y,����_,, �, K�� �„�,1 00 � r 100 :x: �.; `�,1 00 � 100 �-;� �0 85 1 00 .s � 1 00 ,� �-0.85', = 1 00;��.�1:OU' M 0:85 ��........ � _ ,�..�.�. ��_ - ..�..,.....��,�:.r.w Flt Protected 0.95 1.00 0.95 1.00 1.00� 0.95 1.00 1.00 0.95 1.00 1.00 Satd:.Fl�" o p )�.� ;�;� ,. , �a�<�3539 '����770 � 3539?:� 51 83 „�1770� �5 8 ' Ya � �``� 51 83 1583 � - 3433:° �. 3539;.� 3 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd�Flow�(Perm)��� r .�,<<, �:1,77,0�, :: 3539 . �'�� 1 70 :� _ 3539,::�, ,1583 _1�Z70� 5085:��'.1583;;,._ �33�,���; 353�^9 �';`1583 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 � 0.96 0.96 0.96 0.96 0.96 Ad Flow u h � �r� f �25 �`�'„�� 44 ">�"0�'��„� F 35 b; ��171�.���� �- 2�� `� -°�� �� �� � �� � �. .�. 1- �wp )� ��..���._..�..�_...��,.�`� ,... �� 6 ;27_. 8:b_.��-:�5.��_t� 19 RTOR Reduction (vph) 0 0 0 0 0 74 0 0 6 0 0 16 �*±rms�,*--^*-°v�°��_,�*�,.'x ,; ��,.°w.� :u.r� r�j�'-^�� �'� �*u +Y o px ..... �ai" ; �'��T�'" �.'� S `�"� 'Ta°*"� '_ a �- Lane .44��;� �.0�<����tiJ.��t..�...35 ��„97,� �����.2� ���4��� ti�.0� �27;8�.��;,.�� .5�; � �3 Tum Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA M M1f Perm � "T�"� �.�'k��„ r�-�,.y�{R,...TM--an-�-.; �""�"' � ,f•�&^ -r+,.:� vi.mr �.. '°o;t""Ta'��° - �:*AF��c�' - ^-c. s Pr'otectedfiPhases.�,�;� `.�' ��� : ;lr�r� 6'C�f� \& �.,r ;sr x r Ys2'�'�..x� � �� � }�=�4 �, a��s M� � ,0��`r��L y j .� .�.,����., :�..��_,�....�w� .._.J.......�. ��:.,,_,��,::Y�.�.�E..d� ,.u_..__�...,� . ...t� ,_fi_i..�.,x_ °. �G�4;. Permitted Phases 6 2 W 4 8 'Actuate d G�een�G (s)��.�' � 2 5_���41 0�'���'� z�,1 2 u_ 39 7`�:,�39 7�� ;�` 0;8�� 3� h 1 3= �1U�5:�"�"11A'�'� �11�0 - ���,.�.::�o.�...,�� �.�H.:u.,.�;�.,..�..�.. Effective Green, g(s) 2.5 �41.0 1.2 39.7 39.7 0.8 1.3 1.3 10.5 11.0 11.0 � � .� r- • •�-�-� �� �--g �- Acttiated g/C �`� �, �::0 ���,0 5 9��_,� f�;.�� 0 02,��0 57 ;:� 0 57 �:�-�0 01-�_� 0.02:�� �0 02'°.,, 0::15:° ��0.16==,�01:6 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 �1/etiicle ension ,(s)�� �.���`�;3 0�; �;:�3 0.,��_._ ��., 3 0 t� 0�, 3 0���` 3 0�:�-��,3�� 3.0 ;� ;� 3A�`� �� 3 0;��3:0 Lane Grp Cap (vph) 63 2073 30 2007 898 20 94 29 515 556 249 v s RatioyPr, ot�-,���^,`,�' ��� cp p1'� ;�'p �.�� ���-���;� p`p1":�,.`�.` � 0 00�"� c0 00 <.�. ���"``T-�, , ; , � � '� �, . ar.i. e�> e i �..�}iw:�`� �.�t�>.u.....x..�.a ^�is.�.�t'��._�.�.v�.a�. ,fh C.� �8;::�.. �..�.,,_�Q:c,_`Z?i_.:�...� v/s Ratio Perm c0.06 0.00 0.00 /c:E' Ratio,��. ,�'�' :-�, 40, � 00 2������0 03, �_�?-.��.,�,0, 02��01�01 �,0 04;:'.��., 0 OO�M,�,��, ����-0 0 01 Uniform Delay, d1 33.0 6.1 33.8 6.6 7.0 34.2 33.7 33.7 27.5 24.9 24.9 Pro r,ession�Factor�'� 1 00�'� 100�"���� �1 51�=:�0 09"`'�M1x��O 05��1�00�.��-100�_ 100;:� x� 1�OOw„��00 '�1�00 ,...�9� - �.���...�.._.���..�.,�;�:��� �,��`..�..�d�;,:..�..,��.�... z. Incremental Delay, d2 4.1 0.0 0.5 0.0 0.2 22 0.2 0.1 1.1 0.0 0.0 � . �---�--�-�- _ Delay,(s)��,- ":�°� ������� r,37�1,>:;���61���"�= � 516���;��p 6� e� = 0 6�"�� 36 4�33�9�� 33�8?� 2856`-N ��24�9�24a9 ..�..�._�.�. �.��� � �-r , �,...�:s.,���.��. � *�,,..,..�,�,a��,.._ �� •.� Level of Service D A D A A D C C C C C -�".�'�.,�- �� ���us, � k r ��-�'x"i"'��. � � „�.i',• --�7{'r+�c� t- . -".-���-�i.r � ,.'f"_,.^t -. s ' AP,Proach'3Delay fs) ,�,� ��`� 17 3" - � �; 0 8'� ` ��d� � �'�" -� � .n:�._� �L.�:.S�'��_e�.L.a c . t `� ��s. .c .,E},�S'��.:,, . !` _� '`4�. '°v� � 3 �.� L� Y.�; 1 � S ,. ��2� 3�� ��' *� ��.:.-�:.,u� Approach LOS B A C C u�te�sectia �mma R'-� s� �� � 4 � ry .f � . .�.2 , ��', �iyt ^ y nF_ � r., ° . s ..a 4 � s � , r xf 'r+ z � �'r' � c � ' r HCM Average Control Delay 17.5 HCM Level of Service B HC M�� olumertoCapaciry F� a1 0 ��""x^''�+����� -'� -k '"��' #r�""#�"r ���.�� ���`"-�-T�'.-v �; *s �.'�:. �r��'t V...,..K.�� ^�ac.�:..�iSfi,...a>'.��..,.G:aO 2� �.e.: 7:.;.r�::;:�:��s.,•.adt r� a✓ a.,���„e;a..�.t...�.:°���'�...�,.a .y ��.,_:u.�,si.�'�a:�.,,.::� Actuated Cycle Length (s) 70.0 Sum of lost time (s) 16.0 -�. ...��r.?r� �- �...-�a�K-'�s,�..^r.^�^' Ra�,�"",�'k n """c�r �� .r v^^^*r-� �-�u.-��c�,+--�F-v^� r ° * '.� �'.�""T"S#_"?�;�r -r - a �r Intersection�Capacity�Ut�lizat�on���a� "?.� -,��� ��28�9%��;�,�(CU �� ��_x� x A � 5 ��, �� �,, . . ��.,�k.m.�., ._.�.�.,��.._:��.�.�..�:�..,..�`.�,:_ _ : Analysis Period (min) 15 . C���i tcn I al La GfOY�wU��T` �'s�„�` �,�-.f�l� .�f:x .�� �, ;*`�"'Z'� �T'q���C`�ei'�'='"� :t'��"3 �' t T�� �'a" y�'c-��'�"t,"�3�� �„,,�si� 3' � �.,�.,-.w-�..t�..�..�.Ps�2:�,.:�"` - � x ��. , 's.u.+e�.1�...a..�.�.�i+�.:a�'�:.,.ti�;3�` } ...�+.�,�"�^,�':s::+.�5.r,.._._.';:S_.u:�,;.:an."�.::�».,,.S:�wa�.:�s::..�r�...>.a..����.,,�✓,k�.:�s.t.�..�su.:.�..�,.a..'�w��s�•'.�.�,�`'��,.,.�.3:...,�'x't. R .,.�u..�;<k Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES\0064-0002\SYNCHRO\ExistinglE_2012 Sunday.syn 12/5/2012 C-3 HCM Unsignalized Intersection Capacity Analysis Existing (2012) Conditions 4: Ynez Rd. (NS) & Project Dwy. 1(EW) Sunday Peak Hour � � T �' �► l orie .� ..� �,°�Y�* z ,� � � �. ::.W.Bl.�: :. � BR,�. ��: NBT�,;';��NBR��.: S� w ��.�"`SBT��s a, �.�''� � '`���r��: .���"�'_.k��;.. ;�� Lane Configurafions � �'� '�'� Volum e �"�-�0 ��� �0 �:�206 -� 31�=-`--���� "�,�, v����"���.� � .,\ . �_ . w.,..� R ,,_�`c,. :-� : , �� !: a -.t��uv�'� � � a�sJ:.�:.:is.=....r '.�. �'..� �: Sign Control Stop Free �� Free Grad" —�-� �, k ° �� F� � � o � �w, _ Q% f , � a z 0%.: �,..�^ �� �� � � � -�•cK �"`''} , 7:}..>_.-,�����. � e��..��� �._:.� � ��-� 0 /���_. �• � :��..�: � �; _ z., - � �._ � � r Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 �•,� 'x „� -�"`i..���""`ri $; �--- , .. ..v^;y�-•-'�'-rv-ss.a�. .. a F� Hourly�flow; rate (vph} ��" ��0 �° � ;� 0 229 _ �, 0-��:� � 0 �;_ 344 r� � _ -, 3ti � � � � �- � � ,�. .�, �..�b:,:,.. ....s� ..�..� _�... . .�.�._.._ �� �.� �::��,.�._ �:�.V��� Pedestrians �ssm2-r• ,,y'f-p'°'�, ^.�.� r > Y'�` `�:.' 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Average Delay 0 0 -�„ �t -.:tt�tt ?;_ta" � 'x} �'"k+✓ a Q ^c :�^--. . �.ss --`_r"R'k'_ " e -ygrr � a +z•-!"--+- �. ,�-- ,F" '7" Intersection�Capacity:lJtiliiatio, n:;� �� � 9,/0 ��,;���.ICU Level-of Service-� ��� �,��� � A ��_�,��� ,�'�� .�� Analys�s Penod (mm) 15 ���-�^ ��� ��--- '�� �-�--r �-•---� :�'�' �, r- ;� � -�--� -�r �, ��,3-`��,3�,��` '� '� ai: �'�,. ���.sc�`����d't'K r�+'r`. .t �"t.. Y+�s� 3��5�4 ��' >t t �'.f� a. „� ,a, �`�`ir� ',... � ��_ .� . +^�,u �,� ,�.L"2 a�; „ .�-1.;.�.��;�,as,.,�.,,.fi..-.er:.,s.�� .�,..._w::-�.�:�,..�.._.._� ;�'.._,,.�� Crossroads Church Traffic Impact Analysis Synchro 8 Report C:\TRAMES10064-00021SYNCHRO1ExistinglE_2012 Sunday.syn 12/5/2012 C-4 HCM Unsignalized Intersection Capacity Analysis Existing (2012) Conditions 5: Ynez Rd. (NS) & Project Dwy. 2(EW) Sunday Peak Hour � � T � � j ri , , .o.,veme�: '_ .. ��: ry�`�:�:WBL, N��iBT -�;,�1B17x.�w�eS,BL.��:r.�SBT�� �, ��,.�,�:���:,�,_�,� �:�.`.=�n� �:�," '�� _ �..._r.. 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Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES10064-00021SYNCHR01ExistinglE_2012 Sunday.syn 12/5l2012 G5 HCM Signalized Intersection Capacity Analysis Existing (2012) Conditions 6: Ynez Rd. (NS) & County Center Dr. (EW) Sunday Peak Hour <' � T �' �► l �veine.Stt�g:� '��'� ,,,�� �WBL. ��WBR„ti�NBT �,NBR ;:��SBL�" SB7:,.�_.��. _�.. �.��_°. �F.3� �ane Configurat�ons � r �� � ��F l a'3'�� ?ts"' —^.'q�._.._.im'm�"��' ' ,.e ��"F�_'�__...� Voluine, h '''��', � '���"�38 , �` F� g, �' � 1 � 62 � °�� ,7 :�`�� 319 ;� .� �::� ,.� � F��: � � �'' �����- �, . _ ��.,u�.'�'�,'�.. ..-.,' . -� :.. ., . . '�i:�?„� �� - �• st -�� � - -�' �-�. �:,'�. F....i r _ _ _ A`'t�. Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 STofa.,�,,�I�.��L�ost�' �S��',��' ���a;�,�4 i �`��� �'"��`����c:��.�`��`����� �—� �� ��--.�:����. �� � ,,. � � .����—�;'-� f �;j Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 Frt�` ' �' ��r �,.•�� ��100 �� 0 85� � 0 97 ��-�r�����---�— 'k # x--�� � � r�.�:� �, ����~� � �� ---�� ;,� �g �L`�.�r�v..�.€�.�� �•,. s�,�.,�:'.�::»� ....�..a.�_ �,o �..�.v. t�` � � a , �+�,+m�C.._:r::s�si �'�� Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd��Flow'�(p�ot) ��t�����1770,��51 83��3 24 0 �`� ��`' 17�70 "�'�353 ;'`��� ��� x �� � � t �,r,;� _^.�, _ • f �� .� �., �a:;:�:,�� �- ��. - � � Flt Permitted� 0.95 1.00 1.00 0.95 1.00 S - '-r - a.�..g-.ssms:^" . '�:'�,'��,"„" ti � "'�"�"'_'_"��';;�`�'�._.�"'�: ti.t C .",' �t'.re �fi°i"^'���""�,wn'�va�i�a''��'�'x�a'�4c`x'�a..,� Y°T""e�»� atd;•bFlow�(Perm},��������i�-�1,7,7,0 �,�,;1583 ���3,,420,,�.,� _,� � .,�; 3539a.��,� a,.,..,-:��W � ��.�;, ,,�w��� .,. �,.�.- .0 :�� .� �..�:.�:�_._�� Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 A --z�:�.—'s �'�.`,�'" k _.-",�"" ., �4u - z^?3m - ^ i�" � .z r� � - " . �`°"� �r�` d) ��`::. �Fr.� ,,.�� 326 ;:s� ���. �-��:� ���.-.�:�:x�.,..r�,:.�����?����..=� RTOR Reduction (vph) 0 6 17 0 0 0 -��.--w-���--�-:�� ��------���--T.�-� ----t �. ���.� � �: _ � � .�` <7_ ��„326.�� � ` ,. � -=` � � .� `�, d � �.�����'�� °' Laner;Group;Flow;(�ph)���-�-�. 39�__��,rOKt��264F.-���x ���: t. _ � Tum Type f NA Prot NA Prot NA .::r-c,-s-�-��--^���rc,�;a�.�„�. &F'��Iv � ''�" �3`.,T""' a , c .��.�a,�"'� � :��.£?��' ", ,.�'�m'm � ,�x"°�,'���""�.�'��, " . ,� v ` � ✓ � Protected P.tiases � � � �� 8, E ���,8 ;.�� 2 � �� ,�, �n 1 �:� �6�> ,,� �..�,,_ � �.,- ��.��<�, y r �, � >�; `t ��;;�� � � . _ .._ . �i.r�...,....a: ��' ,._ .��,�s.,�.,.,�...__`:,�:..�.a.. �.:m.�:.ar� -4�.e.ua._.:�'.. kc... k.� � ::��. ,�_x �. .. a .� _.:�s3 Permitted Phases ��- �-����-�-�-�� , ACtUBt@d Gf22(1 G"��S��M�i � e � � �- � � x = �s' � a ��.- „� �� , � �: -f 48 48 � `514 � ��-� 148 � 572',:7 � ���'i � � .�� �w K ,.. . u�.a _ n.sw��A. `�'�' -�'� '�^ .,,su�`-,..�.� i�`�1.._ J�..:<y:.a �c'��;�'-.4,..Y'...�. .�uS.,«,.r:se..,.,:tx.� .u`�.�'.u:,�..,v3.5.=.t,�.::.�:.�'�. �...L�:�3.� z� �.. Effective Green g(s) 4 8 4 8 514 1 8 57 2 .v i-'�� t t '� .t � ,R -f f��� Ac�iated g/C�'Ra o�l '�'���, � �,"'�'�0 07 �0 73 .�•. �- .r � 0 03 :��`�0 82��'�:"� ����"�`"�`�� `"�':' x� s� - - s �€. _ ',�._ � r '�' �; '`�� Clearance Time (s) 4 0 4 0 4 0 4 0 4 0 Vehi'�cle�Extension s; � ,�. 3'�0�'.�-.` 3 `�'�''," 3 ��°����" �, 'r'.� � "��"`�,�"��� �� � "�°`������ �,-- �-� :,::. ����"� � ��::�.�. �,�,� �.4�'�,;3 0� �,3 O.x�� ���.,. ��'. �����.� A.�,.�,..._��. �� p�� Lane Grp Cap (vph) 121 109 2511 46 2892 � - �rR`�^ - "F'�-'k , .�� , -.. Y. ..,}��' �"`-- _`:�"'r7- �_r, -r•^° �Tr-�� Fsc*S' ����7 Kt w5 �.'�: v/s Rat�o Prot i������ �c0 02 '�0 00 �� 0 08�'�= ��r 0 00. �° c0 09 ��� t �-. �� , �� � �: > x^�.s �,,,a��s.� ,� .�..��2:.:33.sL.d,......:s'k^�..,�.�°�si:s�`:a��..�,.:;?:��r7ffy:��l�r�r��ic:L+,� �Z�,..�::i,�cz� v/s Ratio Perm v%c:R ta io �,� ����t� � 0 32 �0 00 �=�011 ���,?��015 a�,'� 11 :� ° ,�.�,; �� �., ?�,..�, 3F ��,�..�;� Uniform Delay, d1 31 1 30 4 2 7 33 4 1 3 {��� �"m�.' ��;e.� '%ms.-a,°� . +�'.� "'G �""" �. -z�..a�� { -ar � 'p�, s i � � �5��,. x ��°� Progeession.Factor,�'�=��,�.�. ��� 31a,��0�,1,7��'������ .^ �.�%s�.� � �'��� , _ _. �.'� . � t ���� .._ . � � ¢�� i� �_�. :�. -��.�� Incremental Delay d2 1 5 0 0 01 1 4 01 Dela s�°�'��.�,.��,�����:��326 ��.`:3 4�-�06� -�« s { 45f2�;�w� 03�"�,,�n��;.'��4� .<�: ��,� � r�� �� y � ��,�t�� >�,d,��.�� ,<..�,�'`...,_.�. �.���`�v"�:>,zx�.,�� �:,:��:.:��.�..::�x.�;�..�r.���.�..,�..,�:��a"5,�: ���.�, Levet of Service C C A D A °+��:....-... ". ?:'m"`^='°r �o-.-�.r^ r�; E ..z - ^�+ 4 ����^c - ^�v"' - ra`����xr � k�' Approach�DelaY �s). �,�s� �. 32 3 ,� � �� 0 6 ,� ,?�����- E � � ��. :.�� ,� . , � _ ..� _ - >� .�.m�.. u.,.. ..a.a�u ... .` ,., :,,�..:�..a. .» '�"�� "�� a, -�"�.u._,a'; '�"�...,�'cL Approach LOS C A A . „ � � �, x � } � �,� r� �tecsecti��►�Sra� � � , . - � z. E . ..�> �4 :*'�'�.. .�."$ - .�'i..i, s� `�v' . .S y n . -y n i �'g�" o' `� ,.u� . ._€ '�'. � _ HCM Average Control Delay 31 HCM Level of Seroice A 2 c-e�-��.."°�a-����^.���z��s `x4.�e-��'� F �� ���3� �� ..� �, af "�"`� ` �.,� ,� - r w�. r r a. . . � HCM.Uolume•to Capacity ratio��; 013 ,��-� �-.;�,�� � �, �,,,;�� �� � �����T� � � � �*. . ,:..`�.�.5.'Ks:.�:,u�:�.�.s:v... „�.s.S:ti.�. .�! � �'c.zs.aa..x.�.=r ��.�`r .��#:`.�,s�:a.,.s.�:a1 Actuated Cycle Length (s) 70 0 Sum of lost time (s) 8 0 R.°-x?n°.N�^�:^t--�n°vn-�^°--��a^ r ^-Yr,-�.�a, _.-r •+-rg'^- -r�,.r. - ar < � :�"?T4 'ir' ..'"' - *.s�.-.+° , .^. - +-c�wr_r - ^s - �r Intersect�on Capaeity llt�lizaUon� s �;��,,,�u,18 8% � �h�� ICU Level:of Serviee: � , r :� �� ��, ,A �ia,�_ .:� ��;� a� , = f : Analysis Penod (mm) 15 n-"� a: x�r�., y , ,roC C �` "'s � C ��, t' � 'rt�x�."� K�T'* +�"�"" ,+, �7 '+�'���"�.`"�y"">�"�.�'� ��; #=,.`� "'F �s . r� c � Cntical Lane Grou ��'�� .g .:�'�- ���� �� �� _ '�' • � �� `� �, � � . t� � � 4° � � ��� ��" �� » w :��� �� ��.. �� w' �' . - .� a..�.=m,�.,�P. ..s.�..�._l�a:<.�s�.��r. .��a��:.�:�� �,-.��..:.�._,�..:�i�:.:..���.._�� � �.,w�,?.:� Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES\0064-00021SYNCHRO1Existing\E_2012 Sunday.syn 12/5/2012 C-6 HCM Signalized Intersection Capacity Analysis Existing (2012) Conditions 7: Winchester Rd. (EW) 8� Ynez Rd. (NS) Sunday Peak Hour `� � � .� '� � � � --x � � ,�. �Vtovement. ' �w � . ,y� SEL' ` 'r } $ET3-; 4 SER.�;.; N1NLY:���NUVT� �°�, , R �. SNEaT� nNERk= StNLa., '•SW.T,.� :�SVN . Lane Configura6ons � � �� �+ ��� }* � �� 1111 i' � �'� 1111} VOIUf ���''���� ^ � ' S2 � 165�* 242 � G � 426� 11� 275�� 175 ° 731 0 ^� �.662�� ,. �263��' ,11:78'°�. ��,;r38 II@ � 1I p Il � i F.�c'.=.,. , �...•ti.s2:'+_.r_....e�_ycc_.T``_._..:�,,._��' ._.�.asr.....+3+f�. ::��..�. "� �r'�:��.:i:.a�.»�....,.._ z. Ideal Flow (vphpl) 1900 1900 1900 1900 . 1900 1900 1900 1900 1900 1900 1900 1900 --��--.-�-�---�----• Total�Lost�time (s)�������,�4 0 r�.� �4?0 '�`� 4 0��:� 4 0�,;£ � 4 0� 4 0.�� ��' 4'0"" 4����' 4�'�' 4`0' ti�h 4:0" �. �;�` _ ._ra 4 � � � .,��`s z#t x�`. r'�,_ _ A, �, Lane Util. Factor 0.97 � 0.91 0.91 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 Frt r���,�,_���>��,� 00��94.�; r 0 85 1,0O ��100� 0 85`�� �10�0��3;1.0 �r � 0 85'�' � 1:00�_ .�LQO;=�� Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd :;Flow (p�ot)����",����3 1441 �����,�� ,�; �1583:�� 3433��� � g= F "�� � 4990 '� 3539 6408� �1583�r� ,3433 � �,� 6378; , r� �� Flt Permitted 0.95 1.00 1.00 0.95 1.00 rt 1.00 0.95 1.00 1.00 0.95 1.00 Satd�<Flow (P m).�#�','';: ���' .,'�343�� :� ;31,83 14,41 �,:_�.4990 3;�` 3539 1583= s�,�' *34 3 6408,;; h 1583 �� �3433:��� 6378;. `� ,�� : Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 A ,d Fl (yph"��'�' :�,.�.;:�� �',�� 5 5 �� �, ",,�,,,,��„�� �� '���293� 186���,1457 �-`� 70,4 � :, - 21� 53�� 0 „�. , fi �;� 176 257 453 }�124 � � �- RTOR Reduction (vph) 0 0 0 0 0 255 0 0 445 0 6 0 Lan G uo p'FIO ,(VPII)'; ; j. �''�' x: ,55... .�F297 �� 136_,� _��,:45.3,� 124_�;:�:� �38,+�� 1 ; 145� ,.2'�59;�,�28Qa.,���1287: �,�„x0 Tum Type Split NA Perm Split NA Over Prot NA Over Prot NA +c�•v*q - 47-z - �,'�^` '� ,, ::. c -",�:" v^ :^^.�.Y3""'^ � ,�^� � n�,"'°r'3�'_^'n'�*n � x r� P�otected P h 8 S 2 3.a_.� '#�.:.._... �:��.�.6 � :,;.s`.`,..t 6.:��N � ��:::"__� �y'' �? ,� � i�7ti� �.>.0 _..44:t�.t�.�'i"2;`v ; � 4 3,;.���, _$;� a�;� Permitted Phases � 6 � � � �"' a :°�","-�, � �„ } . � �-°�° --�-,.Y Actuated Green�G,(s)��� ���,,:12 3��:12K3��:�12 3,� r�16 O �16 0�,�. �9 O a �"�,� 61,�=�16 7���16 �,.�9:Or�'� K 1'9`�6�..' �;� Effective Green, g(s) 12.3 12.3 12.3 16.0 16.0 9.0 6.1 16.7 16.0 9.0 19.6 .. . �.-a� "'-• � F . -rr-m� � r �- � �� �`. � a� "� � �� �.y�9'�` Aetuated x�018�,"�,�; 018 '.���,O �,;� � 0 23�,�,,: 0 3 ;�, Q 13 ``: ;`�,0 09�,�' O ;,�'�`, ,0 23;,��� 013� � g0 28�,�,�,� Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Veh�"`�icle�Exte�' n o s�� �� _�"� �. 3 OF��s3�0.�� �� . U�.���3 O�x'� �3 0�~�`'���,3 0�`�;��3 0�:;�.,,:�3.0��� �3 0�� ��Q,`�,, ( ) . ���,��..3,0��.,�� .�� Lane Grp Cap(vph) 603 559 253 1141 809 204 299 1529 362 441 1786 %s;R Uoa Prot�,�;�� 02�"�:;0 09.��,��`,�,0 09 ��,0.04 ,� 0 02��0.0�5�c0 23��c01�6"..�`�,-�."g„�'c0:20� �«�:� �,� v/s Ratio Perm c0.09 ��" K � �¢� °�'� 0 09 � 53-. Y �, ,�,'�0 54, � 0 40� �.�,015�.;�,.-`� 018'��'�0 62 � 0 5�_ 0 63���0�� 7��„�,`:-� v/c Ratio � � : q � Uniform Delay, d1 24.2 26.2 26.3 22.9 21.6 27.2 30.8 26.3 24.9 28.9 22.7 . ��--a-� �- ;,;--°��'� 0 45; �::U 44�.�a��� � � � OO,n ��r1�0 �0 �0 8 � 82 �����,��..�.,,6�9���.��,�3?�� Pro"ress�on:;F.,actor �;; ,� .. � -�1 00 � Incremental Delay, d2 0.1 1.0 2.2 1.0� 0.4 � 0.4 3.0 11.7 8.9 2.0 1.7 Delay�"�`N(s)�t =nXk ��'j'�.' M 11� 'OG 12 6�'�;'13 6==a23 9��'22 0�.��;��27�,�` 29�9�� �331 �.�4��,,>�2?=1:�'�t10'2��,� �E>+l�s.ft f�Si��'�v...vca..Y'�rw. .R+..�d"T�.,.�.v.� - � Level of Service B B B C C C C C D C B I�^"-^-�=°�n - r - n�''�fi�.•+-�.e, - r - e - 'r� � � _��;;"��"�`; �^-- „'�""- .� � :x � m-'s°.`. r "�`D "".�.,,y��'.��.9'�.:. Approach DelaY,.�s)�� f '�� �:::�s;12 7 ������ �s :� `� . ��,24 9 ��:,;-�,'`��:.�::�37 0 � � ;'��*�,'� ��;���12:�4.��, ���,�,�:� Approach LOS B ��� �� C D B nterseotion°Sucnmary., � ��, ° � ,, ` _ �u�'� . �:`�`' a � 2 �.� � -� � g'� � �. �` �- ; . . , . .. , ,� _ .� .. .. _ _ _ ,.. .. : _ . .x . . .. , ;. . � � , . .. , ... HCM Average Control Delay 25.4 HCM Level of Service C WC TM°M Vol'ume to Capacity, ratio wF � r x �;:_ � 0 77� �'� � : - �. �`�"�: �, �''%~ �-;i �s�€ � , a 3 q „ ; yNy +. �;' � ; � 2 ,� �;�. . ,�,r..;d ' _ �-,...s..:.ar_�.v.R.J.........r...: f. ..u��..ta.:��:ti:sa���� u �.,` •�?� wY�'. z.� °`'� � i'� � ..Y�'s` ' M1 .' * . � R Actuated Cycle Length (s) 70.0 Sum of lost time (s) 16.0 . -- . �,,._p ty - �'�,�.�''��:�656/o ICIJLevel'of�Sernce° . � .��,;��,,�. •„-----� I'ntersectionaCa aa �lltilization 4 � ' � o ' � , i s �F f�:.s� �„C x, �;� ,� � _-.�...�_..�,. .,-,� . � . .�...��....�,. _�". ���i� Analysis Period (min) 15 a ..-^+--;�-.s.--a.-��vr. - .r - .c�'L - ��..�'nsr� ..Y �Y" "�°�.'� .T�� tN ,.,, ,� �.. - '�^ - St°7'.� - s� -- r - � - r< , �.^a�;f..� } "t - �'���'°"_ , �y'�`�:"n"� , �?. c ��Critical'Larie Grou x< �'�' 4 ��- � � � u ..���� „� �� -�� °•- -...:��.J.�P,�:,.,�t�,._�_.._....�.:".��:,.�����:����. � �� �-�� _.t:i.�_....,.�..._�.,s.�' � �� � Crossroads Church Traffic Impact Analysis Synchro 8 Report C:\TRAMES10064-00021SYNCHR01ExistinglE_2012 Sunday.syn 12/512012 G7 HCM Signalized Intersection Capacity Analysis Existing (2012) Conditions 8: WlnChester Rd. (EW) Sunday Peak Hour `� � � � '� �' '� � � �i � '`• ovem��t_f=.�.�� �' � ' � ' �' R N., �_";.�NWRvr�:.,�.�NEI:�a� :�.:�:.�� �r ._ ._._._ _ ..:..�..._� �..$EL,F.,�.:,, SET�.,:.MS�R �•,�s PI . _t� . Lane Configurations �� �� �► �� �} � �� ��� �+ ►�� ��� �ol (yph); s ,� r R :���3 �,� 140 �;, :y�22��196'� �' 322��..'�32�_ 3��19 �x'�. 7,5 ':;.�' � 2.4 Ideal Flow (vphpl) 1900 1900 1900 V 1900 1900 1900 1900 1900 1900 1900 1900 1900 g �^•�-� � y tx ,.F, .._,�s�-"�^�¢�. �� tr� �,.�.; "� �` .`r�'*" ,,,,.^'t.'q"''""" .pr� .�� • �, �; � k^ �,^'^^� f 4 ToCal:lost t►me (s) �„.:�.� 4.0,�, �:� 4,0,,,.. P� ��U4 0,��� �4 0...�,�, F�.y4 U;��,. 4 0�:;",� �ti 4.0�„� ,;�, 4.p"' ��4.0.����4:0�,�,��,�;0.� Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 Frt ��_�� � _ �`����-��. �100'' :� $ �' �-��_.-'�,°��„ 100 �100����"0 85 "� 100 ,,,^�'T,.- "-�. '�' �--�'�`` � � ��� r�.�.�.�:�.�� - �.1 00 r 0, 85 �.m-�..,:....�:�...�. r;�,�;.� y�100����, 0 85. 100 .�0:9 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 � �` � 3 :.> �� � " 3539-�:�� k1583�r� .�3433� ��5085 �> � 15834�a� �3433��,�5013� ��. � Satd � Flow (prot?��,��,���� ���:� 33 �'�3539�1583 t 3433 �'��,,,: �; � �'�' � ``� �'� �� `� Flt Permitted� 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd Flow:_(p �e „������ .: �;:1583,.:, f 3433,.��� 3539.;`"'r1583.:�k�3433:r">�.� 05 85 ��1583���5 �.��'�� Peak- hourfactor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Ad� , ���' �� 228 c� 202 332,�,��, 333 � 204 �""776.,�° r 171 648'� 1223 ��128 F.low (�Ph) � �� ;3144 ,:, � . �..°'°.T�.�.�.°'';� � ,a r � .� � � k .a.-..s '" � ��._.s..,.^e." .�G:a..�.L.. `�'- � � _..F�t• Fv ��.= +� . ',��` .__1„ae : ✓Rr ��'..:.,...,:.,...�° �� .� o RTOR Reduction (vph) 0 0 205 0 0 257 0 0 154 0 18 0 �-----�_°--- •---�--;;�-� ,. --�-w-�--_-� r �� Lane:.Group Flowx(vPb)':. . y ..: .�;�14,4,,,n:._�.444 :�� .�,23�:_� �, 202 �,:-�. :332� ,„j � 76.': ;,„ 204 _�.Y ,. .7,7.6:.� �17,�.�.. n+6,48 ��. �� 1333h��� x;,�;0 Tum Type Prot NA Over Prot NA Over Prot NA Over Prot NA � .,^e,r�^^_.i�'�° 'TT-�rTr'ry._n .. � ,�i.^�t'*" M1 'x. Protected Phases� f�`' °€>=� ' ' ` ` �. �.. _ " � �-'��� � �� �` �� '� `° ��. 1;:, 6 ` 7 :..�:�5, :'�, 2` ° 3... ;:�.. 7;.e�� 4;�. a �� 5'��- 3� 8��,:�i P �,:...�.._ :� � �.� - ermitted Phases Ac�ated G� �ee G s � �; 4 8'�h 16 0��;`# 7� O A� 6 8 :'�~' � �� r. �,'"�-�-�` t �-�-�, �' z"�-- ,�-�--�.-�-� � � �, ..�(�);,� ��,.:�,�, : x t 18-0 _�16 0�,. 7.0__ f� 15 2�,;:� �,6 8, �16 0< �� 24 2- .� - t�:l Effective Green, g(s) 4.8 16.0 7.0 6.8 18.0 16.0 7.0 15.2 6.8 16.0 24.2 Ac� tuated�'!C Ratio ��'0 7 0 23 �'�4 010 ' E:� 0�10 `' 0 26 �` 0 23 �010 = R 0 22 0 0: � 0.23��� �' �r • � . , � � : _ 9� - �a �..�..� :_ ,. _ x : _ .. ' , :y _. . �:w _ � �: °",. � ,��,;;�, . _ _ .. _ _ ...�u.,�,.. ��. ,..:.. , �,. Clearance Time (s) � 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 beliicle E�cteiis"ion�(s), .;. 0�;'� � 3 0��- ;�3A <_;� , Q� =�3 O.�;F �', 3 0_ ` 3 0 f�� 3$0:°`""��-3 0�'�3:0��""�+3:0� � r� .. . _..._ . _ . _.. _:.: .. �i. . r.� . r: .x. �:�'rr�. . . rc:*£s_ .�.z..3.a . , u � .z .. .r. ...�'-.k- -' �;.#.�. •a. Lane Grp Cap(vph) 235 809 158 333 910 362 343 1104 154 785 1733 v/s;R�"a o P t � � ��4. '�� �:: s _' ;-�: -�--' , : , , �-'�"_�'_'�'�. " ��, �'�'�� , , < �., 0 04., �,�c013� �-n0 01 4 ; .c0 06 -; 0 09 , �,0 05� - 0�06 ;� 0 y15, a �0 01 �;k c019�` �c0� 27;�� �=t� v/s Ratio Perm v/c�R atio�� �' �','�`��-�`��:0 61��a"' �-;�-'�..-��--'_-�-�-_,�'-` ' � � - � , 0.83� r 0 77� ;"'�.,:, _ f ,�,��� ���,�� ��„�;;. T�:O 554 � 014 0.61 , x 0 36 tiYtry 0.2,1,�.Y� ,0:59 s' 0 70;a.� �011:��v ��,� �- Uniform Delay, d1 31.7 23.8 28.8 30.3 21.3 21.9 30.1 25.3 28.8 25.7 20.4 R no Factor_�� 1 00'�1�00 100�,�100 �;�k100 '"100 0:8�� 5`;�=�019 L 380vy,� QO ��x��100� Incremental Delay, d2 4.7 � 2.7 0.4 3.1 1.1 0.3 1.3 1.8 � 0.1 7.1 3.3 Dela s��'���• �° � 4°�~36 4���26 5�y29 2x*�33 �`�'�22 4;�2 �� 27 0: �;'• x�6 5�` 109 6¢; 32 g°� 2� 3�"�� ��. �.ca:.:J.�€� � �a?u ..... e � a . _.}-� .ai4 -"r_ "�'��: .._..��'�� Level of Service D C C C C C C A F C C -„�-4.-�---- . .�,--. . qP.Proach Delay (s) _ :° F � � 29 0 �.:� � ��„., ' 24 9 '� �' s � Y -t 25 4 "��: ` � ��' � -�26:7�.� .�r; . ,-.. � _ .� ih..l.ux . .. , ja ^ � :�it...�.._..lY::.C�..»,_..`.:�.�.roL.�' e.;3: . e �.,t- .._,"s..��` y >�„.,A . . �':si.tt-a....w-„ss..:ss�..� Approach LOS C C C C nteisection Scim�nary� " �`' 3:, � �'� ": � _ �" =4 , .. ... � <. � F._.. _ . . _. .\ . ... _... .. . ... , ..,_ � ..,. w.. .. . ... a.c�.. HCM Average Control Delay 26.5 HCM Level of Service C ,, � r� , : ?,+t. `� �-: � � � � - �S i - �.g °y;�;;"�'°.�°.."� �.,'�°"_� HCM;Volume�to Capacity�ra6o � > � ,� �� ? 0 68 �.:�. �,u, . ��.T;�-�° � �„�: ;° , ,-� ��...,�� .,�_�.,.:�>, _��._x.. . ��`� �-� . ,� ��,�.� Actuated Cycle Length (s) 70.0 Sum of lost time (s) 12.0 Intersection Capa ic ty�U i izat I Uon '�`�� -�` k � 6'�3% °ICU 'I,:of Seru. i .ce � 1 �` � s B�'�°�'� ��� _ ��<+._��..�.� .is��e.�,- ..�:.��.�:�.:..., �,�::::::��.�� ___. . . . ... .. ..., ,_ ,...,, . Analysis Period (min) 15 c Crit�cal Lane Group ' r-- � y �-�� t�`� � .f ,, = ^ � �sff�,� 2"�.�'�`x �.,� 3 � ���,t .�- �:r�.� �"�l �x...w.,w..�..>...,�.�,a -�. ��....w.:.ik.:: �z��.,st��i,'�ar1.:.x:��:.._.w.:..ta,,.:�'.`..2..x.:ri.d....$ao,..��.,T�,...,��,.-1,.s..u.._..G.?.E;:ts'- �zE"" 'a �,iY.:.;�a.av�.�:..�'..�.:..°S�',�s,P ..z=�._. .�3�. ..�,,-'�,�,�, Crossroads Church Traffic Impact Analysis Synchro 8 Report C:\TRAMES10064-00021SYNCHRO1ExistinglE_2012 Sunday.syn 12/5/2012 C-8 APPENDIX D EXISTING PLUS PROJECT CONDITIONS INTERSECTION ANALYSIS CALCULATION WORKSHEETS HCM Signalized Intersection Capacity Analysis Existing + Project Conditions 1: Winchester Rd. (EW) & I-15 SB On Ramp (NS)/I-15 SB Off Ramp (NS) Sunday Peak Hour "' � � r '� �' '� � � �, � �'. aireinent :�;;; � ` �.':� � �� �;_SEL .:;��SET :--::�SEk��;;�NWL;�. NW1'�.;_ .NV1►R,- � �,�IEL;�. NET.� :NER� ��� ,L SVtfi�&�:�SIN.a. Lane Configurations � �► � ��� � ��} Volume (ypti)`;r��"� F''�'� r:x1170 �~ 6.�} � 345 ��-�0 �� 0;'�0�= x�0;�, � 6 76 �:#` 164�`�'�0���� k�.:,.. � ��•�.�:• K __-.,.3r.za.3.:--�.. �+?sua.w �.�A ..a, ..s_:�.a �._.•�1+.�,�"..�.a �,�.. -��.#- �:.. Ideal Flow (vphpl) �1900 1900 1900 1900� 1900 1900 1900 1900 1900 1900 1900 1900 -r.ri-�-�v-�-`,�"a-c- 7 L� .. F'---°""'� . 'a`�s g To3 , tal: time (s).�, : :� � ��a ,��,�,q 0, ,�;� 4 O�t ; * 4 Oh�;s, ��£,�.� � :��:� *� �'" ,� 40:� ��4 0�, � ..�.t ,4:0 ��.:� Lane Util. Factor 0.97 0.95 0.95 � 0.91 1.00 �0.91 Frt�.;t ,�' ��:;��;�`�-,�, `'�� �1 0'ps, t���`�� 85' .-.`4��0 85� �_.-�- � � �:�� T �t: �,�'�'`:s ,� ��. �� } 1 00 -�:¢� r0 85 ,' ����1: 00 �` ,1 ,. ,� �..,�._.! 4 ..T � �;„,: t..._ -..a...£. •�:.....,..�..�.,..��...�._..,. � � �-�-�.�,�, . . :..�.,....��,,.. � .�..�� Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd: ` ' � '= ° '� `3433� y F 15� 1� 1504�' � � -�' � � ` � , Y �" 5U85, ' `�158� 3 =��"�� ��-` � °Flouir�Prot)•'�..` �.�„ �-��. , �. � � �-�. ��_ � } 4 �a r �� , � �; .�_._�°;5085�-�� y_`5.'s�....�.�.s . �F- ; .��:� .a F ��t.:�..k.Wu .��:w....�.aa.�...st..-* -.� ��i�a Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 ^ .a.-�: ^-�+ d+tz'xi' r��� '^'� �A.�-� = s ..- n, ��'t�" � ; ",'.� �' ."'_'_"'��" ��rv.�... � ,,z �w Satd�Flow,:(perm)�,�'����.�.:� �°3433.a:;�k1513�`„_��1504,u��:¢�.__��?�.�, _.,��.�s,�f. ��f_: ...,n���,.U�5085�,"�1'S83.� . ;�,�..,2: .�,5085:� �.��:�� Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 ��T�'L�.!'t^?"'WS'^M .+';�.` . "�'�vnF^'+8'h T" 3,.� _"""o'k"" X IT"'�'.'�P'f' AdJ: 1 ����.�.�� RTOR Reduction (vph) 0 29 29 0 0 0 0 0 121 0 0 0 - +°.;n,�,.+r - w ;�° � "r` r'9� C l" �.''t"T+°' a'i,^v�T`n '7�:; , s' -- u - . r LarierGroupMFlow:(.�ph) �,�.�,��� ..�M1232 �, ¢ a�1,55., ; �W 156,`��n;� �0��;� „�}��0�,� r � , U.,��� a �,.,0 ��:���702:;=�`� �52��`y`�`� 0.�;, ��' 622 �'�',��;0 Turn Type Split NA Perm NA Perm NA :-:Am rs : ,� � ��-�*e� ,.�" � .�;;�^'�" a �'�'°F�ew"�"��""'�, �� ;.� "`7�"�°*�'8�r�` '�,t"'' Protectetl Fhases�� � r.�.._���4�.��6,�:��,..,,u6�� .��<�. �,.,.�.��'?,�«��.�.��.��;�°��.��`��.�;..E�4`��.�x�-�,�.���_�:��.�� > ���.� ��,::� Permitted Phases 6 4 Ynrx2a:��� ^�"�` �� �^-^ ^r - '^ - x•� � t ';^�'re � �a4 'f ' z TA xi'�'� Y p�'n �� �- r��A ' '3�� ��410 � 41A � �410 �- � ��. �- ��� � � �21 O 21A���� ��- 2�1w0� � ActuatedG�een�G��(s)�.�,���..,���,=�� ��,� F<�..�.� ;�.�:.�,�.��.�,���� � �w�..���,��.. ��.-.,�„�;����.�.,�.-.:��,�.:.r,��:�,�_„� Effective Green, g(s) 41.0 41.0 41.0 21.0 21.0 21.0 Act dt gIC,Raho� �`� �'�,'�'=0 59� :w0 59 �� 0 59 -� ���:'�� �"�°*�"�� � � � �� �� 0 30:��� 0 30�°� ��� �0�30��� - - �.�•�, n� �`�,.�.�._ ..�...�....� - .��,.�..�.,, e.��:�.,��,m.-,��.' Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 . ,. � • . ,. '�?;5.."' � '�r r - t'+'�.?�^�'��r" fT.,"' 't � e �'�"' ?2; a - g . -� �^a:� Vehicle;Extensions(s)t...�� ����rt��-,3 0��.�.�' 3 0��,� �,,< ...� �.',.� .���,`��.�_�.��.� �,3 0:+����3 Q�������� � 3:0������ Lane Grp Cap (vph) 2011 886 881 1526 475 1526 V�S 'Ratio Prot ive �r�-^�-x r �-"^-�,� �����""��"`�� .e�� �� � � .'�'s'��-'�'x ���$��-���"���°°x"°�,�,�7 - - _ ::�- , :�: _.c0 36 , ���01,0 _ � � x �; , �„ . �.�; _� c014 ��:��::�.:�:� ��:a.. �-� v/s Ratio Perm 0.10 0.03 v/c�Rat�o � a� �� �-°-� �� a0� �'�� � '� � "�; .,,"�.�� �� � 3� 0 46 ��011 , � � �, . ,- 0 41:�.� £-� -S i.s�e�`� .��....sv *'k ,s..,.._s-' L,.*�:,.s:.s3 �.y� �+. .k. .s.'� � � k � Uniform Delay, d1 9.4 6.7 6.7 19.9 17.7 19.5 �c'�`-'+.n^.-. �, -�' -�ss^ !,Y*^J` �,'c. �`--r�--�+�-.°�?'h'---°'�[�-g °i'�ST,�"'- . .��4-r�-zr�*.�...'^3�9-+�--�--z. �•-�-r•s �:n.'-R'"�� .����-�.' P[ogression�Factor � �� �3�.1 00 � r1 00� 100� , r� ��<r> � ,. �`�;w �� 1:00��� .�100 �� �-068����� - _�_.a_��...o.�.'.:��.:... x. � cm a�..�...�:��,.. 6'_`� �.`.,.�.k�3.0 Incremental Delay, d2 1.4 0.4 0.4 1.0 0.5 0.7 Delay �'� �.;:�_....�':: ��� ��. �� 1�� 71 -�� �.���r�.� �.�;�� 20 9 {a ,,18 2 ��"�'���4��:..���. �::� Level of Service B A A C B B � y _, '' .��..,"-" a. �t'"��4�,.` �. e 'wt� �1`.._'rq*'�""�3_°-s'� .. �_-•' � }� Approach Delay (s) ,r t ,� �3 rx .� .�� 9t9 -��- � �� k ��..��� � �0 0 _ � . _ � i„ �-., � �20 4:- �:�� ,�.. �.�s � 14 0. � , .0 �:�H:�z.. t��..��. �;.�:�_...�.s,�:: .`.�:�'i-`:�_� ��..�u..� ,..�:.�,_,.k - �.� Approach LOS A A C B . , _ ., , . , rite�secfion,� rn �,. 1.:e�.:�+�i'a'�.a'��.`, , €�:.�s r`� „�:�'.� c,a:d�v�4� `y �I 'v• " , + .fi �%�:� .� a � n .�-; g �'. _'.`�..; � � �:�a�`#, a HCM Average Control Delay 13.7 HCM Level of Service B �- r^",.�^""�, �-�rs^��^r*a�^s� �.�^ :r },���� „€-�."^ �".,� e �, ° '�'4'S� 6 a`,�i'a� v, y ��'fu � �� �'". FiCM Volume;to Ca aci ratio+� �-�� �P�� g� 0 56 � � ���� � ��-,� � � a,- ��� ������ ����.�����,� �� ._�..,,�., eb. P.,.�.s.� �ia� �:.��.� s?� ����..r.. s�`t„��.:�'s:n ��as �.u,.c Ev - k�..,,. �_ ��, ,.�.� �.�::#z�..��::_�..:r��� Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 Intersecii,,,�,,., on,,:Capacity Util zi ation�� � ���µ�,,,�,�95 8%��,��,IC[J Leve of�Semce � .�; ���P�.�„ *, ��,'�,���F �,���, � ���;� �� Analysis Period (min) � 15 c C�tci i al�L na e Grou �.;-��,-� ��`'`�'�, � ,�� ��� .� �L�,'��..�,���`��'� ��'��➢ ��ti��������� ;���z�� ri"�`�� �. ��� , �;io...�....M.N..�..�.,a.Y.��..P„�.�.a.•.v:�j�.��t's� � a,<:�,���"-s,�.�..,.x«-. �, ..,,.,�_ .:s.�a��c ��'���;�,�i�:�a�.��w�:s.�.. `� ,.���.�:.,. 3 Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES10064-00021SYNCHROIE+P101 E+P Sunday.syn 12l5/2012 D-1 HCM Signalized Intersection Capacity Analysis Existing + Project Conditions 2: Winchester Rd. (EW) & I-15 NB Off Ramp/I-15 NB On Ramp (NS) Sunday Peak Hour "r �t 1� 1�'� � � � � �l �j l� lv ,ov v���,��.�i"° 3 _���`S� �� a. �;�;SER w��NW `,�',,� ����"� NWR„i:_'�'�NEL�; ��tE°�����IER�;�,�^ ���5,�: SVIf:. . .... _. , . Lane Configurations � �, � ��� ��} ��+ -�-.r�-_ . < F.. Y r �. _. t.; � � _ �� `�Y '!�"' '�".. �""""_"'°" �--` x �"' Volume (uph)':-.� .�_ � p���=� p � 0 �.z. ,147x �;�: � 0�`��738rv. 0 � ,1572�:w� 3��,��0 ; s�1062; �-�861 Ideal Flow (vphpl) 1900 190 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 TotaFLost'time (s)��`.�����` �- `.:���;�� ,r, u.�:, ' �:� u�� � ;� ; ..�-. Y s , ��,. :-:�.,���. �� � - - � ,4A����40 40;�� � - �40 � ��,�; f �4'0=�� 4:0 Lane Util. Factor 0.95 0.91 0.95 0.91 � 0.91 0.88 F�t�'.:�, ���,��a t��� ���"�"�-'°"j �, , �� 1}00.-��" . � �0:85 } ���-� �� �� ��. � � � �� -��� � 1 00 � 0 86 � 0 85 � �; :�-`'- . �x. , � � .�.,,.., .... ��'a° �.,. � .Sa.�;�...;,.�:�.�,�z.�,.ax _ . �._r:„ .�:5�..�..._ �`^� �.Fa'�s�..�s� �._?..� ;t�.�z - ��. - Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 --- .x a �; ��-s" � ,� ., • r� ., t�. - �'s�r'-i•gc 's�e°* Satd�Flo�w,(pr,ot)� ��,�; � ;�„�� ��-�� �. � .�150� �08'S�,���,��,b �, �.��,5085�� 2787 Flt Permitted - 0.95 1.00 1.00 1.00 1.00 1.00 Satd o (Pem),.��.;"�:�3��,'�'����"�'_��'�'� 1681 k ��14'48=�`�150,4;��."�"��5085.,�=�.�°,��"�:�.'��.5085; �;�2787 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Ad p;Flow v h� � �` � � 4 r 0 `��153 ���'��' 0 � �769.�,`' � 0„�� 1638 ; `.� 0'r{ `'4 ���0#?9106 ��897 � � _ _ �.�P ./�.u`�.�"'�.� �.C� dii, T�3h'4:.d5�k�m.a .��'� �..,..�. � � S:� .a • .�w y.:. .k s_ ,,.- _ ?s � '� �,,,. ;'�+�."` �1 RTOR Reduc6on (vph) 0 0 0 0 5 5 0 0� 0 0 0 487 �' °�`�'���`�{ ' Y ,. �: ; �,.0 �� _ 0 �'., �0 31 8 _._� 387''��''�.�' ..387 ��Q .w �1638 ��' 0"`��;�,� 0 �;,. _ 11;063 '�_'4:;10 L'ane.Gr,oup�Flow:(vptj);,.,., Tum Type Split NA Perm NA NA Perm � ,� 5.,, �, ���.r' � n .�`fc� d �k c� ��"A�`"'�`,%.,"'�'��`�, . ' �„y._R,�.'�'-�...v"�_'y'7r a ..- PfOt2Ct2(� Pf18Se. s�.+ii�.�a.�af'�,'�....�.�.�� Z t f �2�s �r�2 r7'�#`r.t � t'�+' x� i*, _ t s s ���,a�, �_i :x,r::��:_.. �. .,au'�,.i.�,. ....w.��ti.,_..t�,�,�r_....wu...#.*i:.`r.+:..G.,.� ,.=.<�.� ��� �'r �,.o..�.�u�:,K* Permitted Phases 2 ' 8 Actuated Green, G (s)����"�' �t�`��'`�������� �'��� �30 0 ��`30 0 � 30�0���^���`� �`*x32 0�� °�����'� {32•°0 � �.32:0 ..�.�...w. .r�n�:;°�.`��a. � u�s. ��r.�,�...,:w,:c:�3.�.�.,�.s�.�x..,._:,..w..5�x..+.�.. �.��,:��.i�.,��„�::.�.,...��..:s. ��. Effective Green, g(s) 30.0 30.0 30.0 32.0 32.0 32.0 "�,a„-t.'^x"'� - "'"'�'z.r ,T ,�^�"r� , �t��'� .3, ..�'P'"S5:"�a,r"'"."""'�' ...'_'",.""1a �-� ks�,��.-„ys,,,n'�'"-."..�,r"`''�, .,i""s .���'-..�x ,�- ' a � { �, , Actuated glC: Rafio � � � �. �� �„� :;�,� x 3�, ��� .�� �,� 0 43�0 43 � 0 43 �� ,� . < � � �,� 0 46� ��� s ;�? �'�� 0 ,46:# � 0 46 �..�.._ _ � Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 1%ehicle Eztension- s -�� � ��� � .� � f; �`�a 3 p �-,��,_. �, §�-�,� -,�-�.r°�,-�,�, Y � ,� ;-°�-;-- . ,. . . . _ a� _)��a . �. �:��. .. ��� ,. �.� �-r �_. �... aM , � �;�.�3 0 � ., .. ,3 4:. �. .. _ . � �:.�..� 3 �:�: : �r _-. �� �., � �,3 :9N�Y _.�3:0 Lane Grp Cap (vph) 720 621 645 2325 2325 1274 - r - �r��«A � - �-�--� �+z-�-�; ��-� -�: �!s RaUo�Prot�, ,�,���'���� ����, �,>: 0 08� _°c0 27 �;�`�;�� 32� y,; ;�� „�4� � 0:22��� v/s Ratio Perm 0.26 0:15 V��U 3� a' yr��"���3 3 dc �r ���R:�' a�� � �:y:�;,� 3:�.rK���'����,� ��„ t 4 '.'�•, E '_.°" - �s . � �..�:����� 0 62 �: 0�60 � �0.7.0, � d �' �. `� �.. � �0 48� t� 0 32 .�':��, .. _ �.r�� .��..���,?:,�,�.ac�.ti��� ��,�:... Uniform Delay, d1 12.5 15.6 15.4 15.2 13.2 12.1 Pro �ession Fac ot r ��r���`'�'`� �° `��° `% . ,�i �� 1 00 � 100� +a� 1�00� :'���� �'�.� n'�`� �a0 79 �""���' ;?��"t, �s ��0 48�'� 1;18 9 � ��.�.;.�:��:.,.��..r�k.�:.. - ��. , ..,.....:..�.,z....�..�,...�.z..n:�.,;�.,�r�:,.��.�...w.��.�= ..,�.�.,�..,..���.�, Incremental Delay, d2 0.6 4.7 4.1 1.6 0.5 0.5 Delay(s) �� °.� � 7 � .,�,�P'�'�;�� :°� � ��`�- r;� 13 0 ��20 3 19 5 � - �, �'�13 6�s�"�,`�5J �"_".���6 8:�`,14.�7 r ,_..�..., .� � �n ,a,� ,,s,: , ..M :� -,� �����.��.���.:� � j- ` _ <� - • ��::�.:.:� ����,�-J Level of Service B C B B A B .�:",.„"�'--'*-'^-�.. ,�"�"'�,r• � '-'�• ; .. . � "F3^r,- �t-""'3�"-; � 'c� s^-m . Approach Delay (sj��, �,,4�� �- 0 0� �-� ,�° � 18 9 i 13.6,=x �� , , ? > � �� 10 3: ��� ,.:.:�;F "'�..a_... .�.'..:.'t.::.5ti�c:.....�...`w�.:;�,�r,.a._ u=:..a.�..�.-z��:: 1.:� Approach LOS A B B B _. . � . nfer�tiori,Su�m� ':� � �; IF.%� � cv� x � t ^� ; 3 c � "' ;�` �$�x� c r r�_E � � � ;�• .,. .�.. ,�.�n � � ,.. � a.. ,<.� .. . &s.,. a ���.. w.fi� '. �.•• . .7�.. r�' ,.. .r�. : � r ' .. �: "� +�k . HCM Average Control Delay 13.2 HCM Level of Seroice B __^°°+'. tiusr�`�"�„�-' s �"'° a � "'e ,.-�°"�+�-'-:'"'� Y ,^�tarf'°' �r,F+'.�,�-+�." �*�`.�*ry'-�c. '.c*� �u .z-,.-hr .. H�'.�M �O�UR12''t0'�pBCI�/ ��}�O".��;�. �`��b�i��.��'?b,� 6? � �:,�; 3���. � '� �i��� ,.�^`� �� � �"��� Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 -a�ra °r� °��r��a� z --- .;.nr �-K^- ;cr-�- tr. 7" ;r �s r� -«� z� : r '^��'°'�s'd .,zrt s � "� i - -�^a - e^�' a°� % r �*�^� Intersect�on}Capacity llt�lizat�orn 4 ���#- �p {67 5% � � � IGU LeveLof Service- -� � �' `�� �C r �_�, �.� r E �� - �:: �� � � :.� f� .�.�...�.: ��...�M;� �.�� �, .._,_._�.�„�,�_ <-� - Analysis Period (min) 15 -.*'""�"�'�-.�'^'�°°�-.�-. K ��x:- - �"""�"' -- �'7n';�v� - ��`� ;��r: �"s�-�---"-'�',., _`,� C :L'(1tiC2�=�.2f1@�'fOUp;�t`� r'y� r��s � r�,'.'-�'„ � � ,� �'=� � ,� t,, y .a�v' � :a5� §�,_,s:si_3�«:., _�...,w�:.t,f.�.i.:�� � � •;:3 �_.._:e�:_:;.a�r._..:.i(3;:�.._.....�^�1. � �x:•`,:�i.�zi....�« "�._ Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES10064-00021SYNCHROIE+P101 E+p Sunday.syn 12/5/2012 D-2 HCM Signalized Intersection Capacity Analysis Existing + Project Conditions 3: Date St. (EW) 8� Ynez Rd. (NS) Sunday Peak Hour � -• � � '- �- � t � �► 1 � � :_� �, � '�>; EBL_L,�.�. BT��� EBR.���;WB �.�'` WBT��:s �WBR.;_ � ;��NB�.� :. N��:;- . � BR:�" ° BL�: � 'SBT�� _. ySB ov�__�nt �S_ � ;�, ,. Lane Configurations � ►� �� � � �} � � ��� �► ►�� �� � �Uolum ,e, pfi)��»�� � � ��,24, ��5�; �`�� } ��1 �;: ��49��� 194� � f �� s2�;;���,,, 4��`���6;���'___'� 298��`'�y . ��5r��� Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 _ ..> . . . ., ?TotalF,::�.Lost�t�me�(s)�:��'�� 0 �;� '���. ����._,�w ;.a�4ry0��4'0'� ���,4 0 �x,�� 4 0 .�:� 4 �����::���4 0-� � 4:0 N F Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 �,��-�L��.,��-� �-�-, ��_, �-u- �---1 OO �--��n--•----�� �,�----•�-�- � j Frt .�<�� �-� ,� „�� 1 00.,��°�100����t ,,�;� �,. t, n 100.��,, = 0 85,��; 100.; 1 OU �.k 0 85, = 1 00':�, f ,1_00��0:85 Flt Protected 0.96 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd`�Flow (prot)� �'_�-�: .��°3539 ,� � *� ��1770�3539�;� 1583 � �; ��„���''��� 3539:�1583 � 1770 �= 51770 s5085� • 1583�.� 3433;� ,__ Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd�Flow,�perm�)����'`���,�:1��"�77 �'�:3539�:��.�'z; 3539�1583°"�1�77,0��.�,508.5_��_^1583,:,�`�3,433��3539:��1583 Peak factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Ad F,low (�ph),� �,.��,�;° �,�,�,���2��� �60 s �0 �"`�1.�� � 51'��2 �'" � 2��"� � 4"�'�6� �310=� � � �5:� ' ��19 .s� 'z�.�.���'.. .�m�, °.s.,,.;,�;2..��.a:. `�,..�:�.�..�,,.�.W:+K:�:�...-.�,�..,>r„�::s.r.t..!n....����"�"�.,a.a.. RTOR Reduction (vph) 0 0 0 0 0 85 0 0 6 0 0� 16 Lane Gr p F ow;(vph���25�,�. u�Q '� '��5_1 �,117.'� `� 2��;,,4�� j � f" �3� 1� U::"�'�.y5:,���9 f .. c=� v� ... �.. _ ..�1'. t�� _ ,.. ...,. < 3..., x .. .., , : :* . t .. , i .,� , a .Y.:r.> �'r_.. � �_� .2 �x.:�;'�'' .. . Tum Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm ^�':5�^� . a7�' 3 y 'Z"�- -��€�. �'��"'�'�'-�'--��'�-°"- '��.�'�"�" � ,�--`�°'--R-� .,-�,..-��,�t P�otected.Pfiases . ���. �� 1 t _ �' 6 � � �' � , 5 ��: 2�, ,� _= � ` 7 �y�4:�'r�. � -�' �3=.�A �� 8-'� �:1 ��..�`�...-,.�. ..,.�u ; - �.. .,�:. � Permitted Phases � 6 2 4 8 Actuated;G'r e�G'�S ��'`�.� 2 4,�'`�"`4� 1 8 �-'�'��;�'...��? -" �40'6�°�4U�`6� ;'�'0 8,��1.3�° 13�=i "�9 7��''�'� �� .:� ��-� ,.)�.� ��;.,.,,�. �- � � � w �� ; _ , � �,10 2:- 10 2 Effective Green, g(s) 2.4 41.8 1.2 40.6 40.6 0.8 1.3 1.3 9.7 10.2 10.2 i4ctuat d%C,-Ratio ��'�=`0 03 ,�0 60, �� � 0 02� :�0 58 =� U�58$ 0.01� �0 02 Y 0 02� Y ��'' ''� -��'�� .�._����..�9�,,.��,..�.,.� ..�:�.�,�.���,..,.�.t.��z: `�,�;�.. � � � �:�.�� ,�'��.�.� 014����015 � �,�"�015 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 _x, Vefiicle�Eztenswn.{s);�=,��� �5�...�3 0,�,;��3 0-!��;_�`��=� 3 0� �3`0��' :�� ,3.0�� .�.3 0;�;3 0�.��3 0-��' 3�O;a,a :�3 0 �.,�_3:Q . F� �.. . . Lane Grp Cap (vph) 61 2113 30 2053 918 20 94 29 476 516 231 ���� ��v � x�c0 0'1 �' 02 ��'�� r;�"�0 00�.-,� 0,01 �� ' ��;- 0 00 c0 ,�'� ��.c0 09 ; ��,0•,�00��___�''� v/s Rat�o Prot�, � � � _ r �= � � ' , 7 � v/s Ratio Perm c0.07 0.00 0.00 v!c€R � ��,� .,� .�:U�41 ��0 3 ���L���°�=�=.�a 0 OZ ��' 013 � 0 0 �� 04 �,. "0 00��r --� � �.�.. at�o��,� . �� � , ��� -��. -� * r0 65 „�� 0 01;= � ,O;Q1 Uniform Delay, d1 33.1 5.8 33.8 6.3 6.7 34.2 33.7 33.7 28.5 25.6 25.6 P or gressi� o Factor,�������1 <0�0 ��t�1 00�;� �� ��`1 •5.0,�.,,�,0 25 �� 00 0�-�100���OO��k��00 �00 � 1�00 � 1: ,00 Incremental Delay, d2 4.4 0.0 0.5 0.0 0.3 2.2 0.2 0.1 3.2 0.0 0.0 Delay (s) ;�-����"�` ��'�� �3`� 7' a'� ��5 8����`'���� 5�=°�1 6��' 0 3� 36 4;�� 33 9���33 8� 31 7 25 6� 25A6 °u3.: , - ,a _.ti._..����.��'`�_vt � .v.s�>�� �..:.r�r�:�� .d�;r'���✓-,.�.�..-_'�,-.;ai „e�...;.a.s�.y.,�.�+`�. �,sc.r«�..�.�.��..,.-�.,.`�._,w..�...-.3r...L....�.�+.:,,' w Level of Service D A D A A D C C C C �C - � sz -. ,. , �, . ' ' � = s--> " s-� +,-''e''x t zr^x ^'�'> �'z`�."R�� £'e' � �� Approach Delay (s) �� -�� � � �15}1 ,,:;�, � r � 0 8 � �' ,� �� � � � 34 ,��: Z � � 31:�3. � � .c r�:;��_ =��,=. z�� �:.��....�:.�... ,c�,..�,.�.�w �....�,,.,.�.�;.w�..���� Approach 'LOS B A C C �tersect�on.;Summa' � � ��;�, °�� . �.� • � t t � .. . ,� . . � � v . � . F .,:. <: . , _.,�, _ . x ,.:.. -_ __.-�� . �..,. HCM Average Control Delay � 18.0 HCM Level of Service B �'�"w -d�,,u �x� '�' �a w���.,�;v -^`* _:,�` �'�; ^T� 17 �'""'�'*�, ,�„ �tT �?` F , � F� Yfi•k"yc� s �� *. c` � HCM��Uolume'to Eapacity ratio .��;,� ,� 0 23 , ; ,,. t�,. r � : _ . _ " "v:'.'..�r. 'Yttx:S� .,�.�,��,t ? w" - �.s�i�'a°�asoa.....�a�.� � � �:r�_...m-.�..,..._.,3aE....�...�...� �. Actuated Cycle Length (s) 70.0 Sum of lost time (s) 16.0 r-�,^� iJ^ .r-^ ��.a ', .�.-^^�_•.,�. �--�� c� � �'�"�' - 1. � �r Intersectio�n�, � �;5.r : � .; �� 4 �29 8%'� Level�of Sernce:��,���r,,. 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(NS) & County Center Dr. (EW) Sunday Peak Hour � � 1 � � 1 ovement��:� . .�����;,�,..,8_ a�11UBR�� v�KJBT ��NBR °��zSB �.��SBT���' t$��.r ,.�« ,:���,�; u , .�;��, ,;�� ^� �ane Configurations ►� � �� � �� . x� �c , a�='�'° - •�"'�_•_�" . � ----- cv �^'� �i:�i ,'°'�'�-„M'�.'�- .�*; 's�"'��� '�,�''-� t �� ,"V,olume (vph)�::,��� ° �.�.:�., 3 8 � {6 _ 478 �. 62 ,� 7 57,4, .�� , ,� � �;� .� { .,�'_:-: �, :; Ideal Flow (vphpl) � 1900 1900 � 1900 1900 1900 19 TotafLo's�t!Ume �s' �s � � tl;� 4 0 � �4 0, �" v4 0 ^ � ' , 4 0 4 Ot" �,�, <�;� � � �`x� ,��'���� w.....:,� )�„_::�.:s�.3 :w :�v�.u..u....�,f'x,"�.,..�.�..,..w,i.a.=.�.,�.s..�..w�a �.;.� �.:K.w.,..�:s ::�:....:�,.:..�w°G �..��c:r" ��-a,.n5�.::�.�z:.'��s� Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 "'*�� "�'°"°`-�" '"�, ,�a +�'" ���, s � � . : "p"'"..^2 ,g'?��z"""a �'* ` -z*'sa'�' . .* t'j?,ar.zx�^�. �, �q*�"`"'g � S� 2 sC�.: r .� � �� 3� �` r r- 3 �w ....,�� Frt�:3.�.�.�.�` �� � �: � . r .�.1 00.�,0 85 . <, 0 98 ,.�,'a'_s� � 100 ��=� 100 �� � � �,r , � .�>, ._.�..:���� Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd,�,:;Flow.(prot),_ ��--;�� �,17�_�70 ��3479�,�, �- 17�70�'��353�' 9`:�'� � � �;�� � ���x�.'���-� ��➢� Flt Permitted� 0.95 1.00 1.00 �� 0.95 1.00 s+. `�'» , .-- ..a-r� ...' -ytP'r^-. ".."�+_^" "*'�.:"'.-�' , 5z k )'�•s�` T�'�"�r ' "C�C'k4'_Z:= �-^'R^a� -�'�� Satd: Flow;(p'erm} Y � . � ,41770 <. ,�:�1583 ,: � ,t3479..���. � . _ ._.� 17,.7,0 : F � 3539�M; . _. ��-.:�G, � : ���; �: ,. � ��NaA�w .� . xr� _;��� Peak-hour factor, PHF 0.98 0.98 � 0.98 0.98 0.98 0.98 ,� - � r : - ' , ""� r " s �.Ta ..' .. �-^ ,+s-'r' ""w+sr - 7' -".-`�^as-rs•rmr�n� � t�lt'` "T .�a .4§ a% . d >'.,.'- 3Y 4 -"F Y RT"`' K..1,`w �T'�:'T`'.,'�t5,''4�+��., Ad� .,Flow �`!Ph)�� ��' -�, � �;� 39 �. � , �6 r 488 _ r 63 t ; a 7 ,�: a 586 � . :�' � �� �:� ,g�: � ��` � � �� # ��_ � = ����- � -- � �����r RTOR Reduction (vph) 0 6 6 0 0 0 Lane Group`Elow(vph �' 39_� .��- .0,�� 545���0 � ,7 � 586 .'�;. � r� ;'��� �, Tum Type NA Prot NA Prot NA �--a� � ��,�--,-s-�-����TT�� ---�-��,�,,, Protected�Phasess� �..�' �� ��,..�$��_�.* .8.�:.._r��? �:.��..,��� ='.`.� �`�� ..�.,�..� :..� '�.�:.:�.�;::u�:,;�:�.."'���.���::- Permitted Phases �-d�-�.�--� �- � �.-� -� � --,--�.,-� r�„ k �:�-; �--�--� Acfuated�Green� G�(s)_ ����4 8 �,4 8 514 � �` .;rs � 1 g � � 57 2r Yw k ' �, � � � � �, � i',:.,� ��d � ;b.F._,.....�.:�. ._.. __ e �.�: °' ' i � � ". �'•�,�,t ` l�� � a�.�:.:��r.� _y..a_...'`...:y.-�ab e `�'� �. � :�u.:- � ; Effective Green, g(s) �4.8 4.8 51.4 �� 1.8 57.2 Rctuatetl /C-Rat�o .,�,:�� .� �0 07� '�' 0 07 =F r; 0 73�` `y* r' 0 03�� 0 8 �'r� �;° ,; �� k�� �:�, �s � �� � �.:��� 9 �..�. - ��.. ...�.k:h,. �.� c. ���. ,.:::� Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 V .. . :� � ,�,�: � �`����.-" '_'^'r?"�_'^'�.'-'"���e j��'�,�"'S .:'_'„,_m:t� ��r "��'_� *"'nr�r �".��5"'���'" `�, � -=�g��,� ehicle E�enswn,(S)r.�,�� � x=:� �3 0..��� _�3 O,e���,�3{0.�,�;,.. ..,�. a� ,�.3 O.r.��..�3 �.��:b�`��w�'�.�� f.��.;��. _�.�� ,w=�� ��.�. ���.��.�.�-n __ __ __ . Lane Grp Cap (vph) 121 109 2555 46 2892 v7s:R ia ot Pro �`���`�c0'02 �. �0 00 `�c016�'����� w "� 0 0� 0�'c017 '�'�`� ���� ' s�f �' `s � �5� � �w .._:�,,.�. �.t.t:.b�.N��.,:�.�. � �� ..�s�,. � ...�.,�.�.:,_ c�:: v/s Ratio Perm �-�°-��-�-: ��-��----��-�---- . �e �� ,� � v/c;Ratior } ;.-� }�� , �"�� � `0 32��z, p 21, ,.� 0�15 �;•� 20 ,,;:�- ��,�.�.-�- �;,.����Y� � �> ���� w Uniform Delay, d1 31.1 30.4 2.9 33.4 1.4 � °.`�:.c--�-ts:�r."'�3-'.naa.t �clr.� �" ?+ y 'E's". "��,s '�t T " " '� ��'$ ^'^rp.` .,`�e$i�:.�,°�'°.7g�.,.:.„ '�'^{� � ',.. � P�ogression Factor �� � ,;=,�1 00 � �;1 00� � 0 82,„�� ,�����,;;. 1�15 �0:55;f ����� ,�,��,� �;� ,����, ,�� �..,�....�,�,.�, _.:�.�,...�.�.� ,���:r�.�, £��£'.���. Incremental Delay, d2 1.5 0.0 0.1 1.5 0.2 � � � �°�� x . �-----�--K---z � �nr-F; �-- �-�-- ; _ ��- Dela s � �-� �,� �: �"32 6 �30 4 { , �2 5��� -�.� ;k �.�39'8' ��°�0 9 > --��:: �t �����-� �y:� � x ��� �;� � ��y.:.`�,.1� .. �'g'Yt.,. . s °z�a,.ra:.:�_d'Y. �......-. r,. y .�:�:,� ; ,.. ..�, w' x`g' ..a�! Level of Service C C A D A Approach Delay (s) � � �32 3 �� � � 2 5 , ` �. i �� ,..' : t z'�-,.-� � � 1 4�` �' � � � � a � s _ � � _ ;��?�:�$` n � }�-.. - - .�.�, . N ,�. ?�-....s�:. �:3aW. _�..:� -.� �.:s �,.,�+' �...�m��F Approach LOS C A A . , 3 f ,. � ,,;. nter,secfion Stir�ma ,��_�� �.. ,:::;,• $ � M.`..'�;� ."�3: :�- �'.�'..'Y'` z+:;'i. '.�. 3, s '�, . �� t, �• : ',�*'� s>.' �?;:� t .2::aW._,. . . ��" . "' . .�^:��. �:. HCM Average Control Delay 3.1 HCM Level of Service A °--- ..: r �.v�F---"�'�R.r--�--- �,;..: -...; � .� . 4a c+. j x, .. �- �r. �._ �� 5� HCM.Volume'�to Capacity ratio, � s � 0 22, �'�° � -� y :� x .,�,� �`,�,� r �_ * � . �_ _�:�., _..,�::...:'_�,....� �.._� �,.:�. �:-�� � '�c,�.3 �.� '�- � ...�, Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 Inter'section'Capac�ty UU lization�`������,'_ 25 9%ry;�,,,�"iGU$Level�of Servi� ,��, � � ��'� F�A �'' -� `�.��h � �"s �� - _ .�.,.� � ...�... ..:�,� �;:r�.:...�.a:,�.�.::,�.�L �r..��...�":�;�: Analysis Period (min) 15 �- �-�;-rt-x^�-'�nna'°,�-a �; ^5�� �'�°� w�r�. + �s,� +�S+i'F't�r"';' '� ..;r - r^c�,. --; °� .�e'�'-' `t4'"� ����*�'m .t c Cnt�cal Lane Group���°��� ri � $,�.;� � �, ; � ��:k s � � � ��� �:. ,�, ,�� �� �, �k �`.�k�,��;.� � " � � . �- � "fi c.tr.�.Z.*Yi:'�,:.s._, c��:..a�.._,.at :._:�7.,, ..i_�..� A�.:�3:.��, ..�,:.: 5..�t.,.�3.�.�,� �z.� .��., Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES10064-00021SYNCHR01E+P101 E+P Sunday.syn 12/512012 D-6 HCM Signalized Intersection Capacity Analysis Existing + Project Conditions 7: Winchester Rd. (EW) & Ynez Rd. (NS) Sunday Peak Hour "r � � � � � � � �t � � k.. ve ' n � .: S� : � ._ � � .� _ _. ��E �. "N � - • �� �� . � Lane Configurations ►�� �� �+ '���i �Ff � �i� 1t11 �' '�'� 111�► Vol mu e,( ���,�'� ����,217,���:� �317�� 426����133 ��275 ���253�� 1370���662 � ��`�263 �„��',�1 2Q9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 _°°� � � °c.. r .� '?t5 �'�' �..� ..-w.° �...r°, ri-eu2 '° '�� �- """`�:..sq� 9" ' � .,-. �* .,'€� s z °a'.r.�-� r p^-�„"^�rN'"" Total�Lost t�me,�s)� ��k:��4 0�,�°;�`��4�� �;����4 0�� � 4 0�� 4.�,��4.0�; � 4,O�u���4.0,�"'�,� 4 0���;_4.0.�����4 0.�;_ ���� Lane Util. Factor 0.97 0.91 0.91 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 Frt��;'�-�.�:�`����,. �"�;��,k`._100���093���;08.5,���,.�:�:: 100�x��,�085�:,� � Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd�Flow (prot)����.��� �,�;�34�33���3151,�-1441��= 4990�� 3539���1383 ��3433�6408��,� 1583� '�3433��.�;626 ����� �� Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd?hFlow;(perm���� �;��,'�33!_�= �-`3151�.�1441,� �4990�3539����;1583 � °-.��1583�;��'3433��``�;6263 Peak-hourfactor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 tt r � � 3�"+� '3, '� �' � '� +r. "'+., ��,-+*,s� �;�" t �zt'�` �^s € ��� °�� �- 3 Ad� �Flow {vPh) ����;� : ��,R�����231�,���191 ��: 453 _� „s�141�� �� 1457 �:.�, ,�7����`�280 � 1253����222 RTOR Reduction (vph) 0 0 0 0 0 261 0 0 434 0 44 0 L na e`Group�Flow.{vph)���,� �`�231���,`�3,60�� 168 a ..;�453���f��141���_<'�32�'�.�269�'„� �1_457,�;� 270,:�,,,,.A280r��4331�'��'���;U Tum Type Split NA Perm Split NA Over Prot NA Over Prot NA � '"°� ?. �: ��,;. `��'� a ��--�"� -�--y,� �'y� s„ � �. �� -,..� .��'"`r�e, i 3�. na a�" `"� '��'�� � �"� �' r ? � � � � �'�. . � ,� r+ � ProtectedPtiases���������������.'�:6�.,���.,�s���: m,�m�a._�...�$2'��:�,��?., �x� . 3�;:>,��,��..?k.��.��4��.x�.�.��.2:������,. �ma, 4�� Permitted Phases 6 Actt ted G�een �G (s) ;�13 8�„� 13 8 fi�;�s13$8 �� 16,0���� 16 0��7 7�,? �6.0��� 16 5;�16 0���7 7� 18 2� ��� Effective Green g(s) 13 8 13 8 13 8 16 0 16 0 7 7 6 0 16 5 16 0 7 7 18.2 Actuated /C:Rai�o �'� �� � �`� � �' �"� �'` �`� � 011 �' 0 09 � �0 24� 0 23 �`01,1�� 0�26�����' 9 �„�,{:.�. ��-� �.�4�� 20�� 0 20 ��z �0 2 3�.�,02�� .�u�: �° �,��.�.� . � .� � ��..��,...,.��� � ���;,...,� ,�.� Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4A 4.0 4.0 4.0 Ue ih cle Eictensia (s)��:���;�'�3�0����3 0���,��;3 0�}�.�3 0���3 0���,��3.0�.��3 0���3.0"��3�0 ���3 0��3 0����... Lane Grp Cap(vph) 677 621 284 1141 809 174 294 1510 362 378 1628 v/S R�aUo Prot;' �- ��'���',�" �.�0 Oi'��0;1�1����;��0 09�.��0`04 0 02���� 0.08�`��c0 23,, �c0�17��.�0� 23����,.,�� v/s Ratio Perm c0.12 .s� �,�'� a�"'` "",.� � 2 �" �" �.-� �. � . °� '�'�� x `��"'' "�'X`"'-T r `"".�.,�, y's4 ��"� v(c�Rat�o����,� ��,���� � 0 34,� ��0'58�� 0 59�� 0 40 ��017,,�.019��� 0 91.�0 96�� �07y5.��.�,0:74u���,0 88�� �:� Uniform Delay, d1 24 2 25 5 25 5 22 9 21 7 28 3 31.7 26 5 251 30 2 24 8 ProgressionFactor��� ��062���,061;�0'61 �1 0'�100��100��'�0.$7��,0�84.,,�,�1�38�0�74��4���� Incremental Delay d2 0 3 1 3 3 3 1 0 0 5 0 5 25 0 131 9 9 4 6 4 4 Delay�{s��s����� s�� �17 0�� 18�`9��,�`� 23 9� ��� �t,�22 2�;',��28 8�����,,52`8�,�� 35 3�;�� �44 7� �,�26�9�� ����1„4�3� `��� �.fi� Level of Seroice B B B C C C D D D C B ���--�-� ��-� ����'�- a � �� ��� ��� .r16 9 ����'�� f ���",�.���--�� �,��� �� ���,����„ �- -� � � ��,; ��-��"�,��� �� �16 3�'� ��-�� ; Approach�DelaY �s)_���.���.��.� � ,�,:��.���..��..�,w�:�Y,� 25 3 �.��.•�������r39x9 � � � � �.�, �� �� � � �,�� ��?�w,�.�.,�,��, Approach LOS B C� D B n �rse�tior�S�rn�n_. g. � � _ : . _ .� :. , .�_ - : ; HCM Average Control Delay 27 6 HCM Level of Service C �. } � ^w„ � � .r � .. � ,� .:fi � v� �� �'. ��SS'�13 'x ]i '�'� ,y; Y ' * `wt.� ���y� � � - �'t'� , r� � -# e,s�s�.�� � "� t� - , HCM�Volume to Capacityratio����.�� . �:�nA.�<"��,���Q?�.6� ��.�"���:.v�,�.,� �.���������: ���:���:�..��=�;��.��,�����,_.����� ��� Actuated Cycle length (s) 70 0 Sum of lost fime (s) 12 0 Intersection,Ca ac► �'�1t1128�1Oft�� � � �� �� � °"���� � � � ���� � ��� � ��� �� � � � � p �Y� , �'� �� ��£ �:. 9% �� �w��� �ICU Level of Service: �. �, �� � ���. _�.�. ��,������,,�..`_ . -� � � ° �� � . � � ��,. , �.� .,.�,�.. ' , �� � ...,�.. �.,��� � � �-.. w _..� ,�. �,.� �� ��. � Analysis Penod (min) 15 r € _ } . '�"�� �^,� ^"R„� �-, `n�.r'?v ,��"-,S'�"i2' �- �,' �'� "�': �, ``";� �� "�° w ''�'€ �'a��a' �`�„ �` �.� �- "� �`�i��i °r` °'aak �t�'e��"«s v* t� c Ciit�cal Lane Group�� �. � �.�� ` _��..�� `` ��.��.�� � �� � �;� .��,�g��_,�;,���Y.�. �"��,�; �. ��;�� �.�..���§r�:�}� �.�. .. .-�. �.tir. : . a , �w�.�_Ys.,a, '...t..� x� ..�.�,.�. a.��t.v..t...,, w.� �'�' ..�k� . 'u.u��.: 3 Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES10064-00021SYNCHR01E+P101 E+P Sunday.syn 12/5/2012 D-7 HCM Signalized Intersection Capacity Analysis Existing + Project Conditions 8: Winchester Rd. (EW) Sunday Peak Hour � � � � � � � � � � � � e .: . . a . � _ �� � �� � � � d �� � �� ��: �.=, ��.���t . � �.� , �.� , _. ...,� _ . w . a ..M � _e _ _,_ _ �ane �on�igurat�ons �� �� � �� �� � �� ��� � �� ���, r:�.�-°� -e���,�3<�"� ��a �,¢� ;�et�aa--` c ��. 4 ��.°° �',�`"",�''�� �ezs � --� ��s Volume (vph) ��.������� ��,�� z140_ :-, �252 � 258��-,� ,322�4���323��228„�y'�,,��828:��226;�� ��1264�u �124 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 . .,�,'.", -s ...-;-_ �4'3 �. �' � �.� �'. �°.�"�." "��"; `"�. ,x 3 �;a'�'�3'""�-- "`�,.� " �.?��'�. .�°� �°^-� a .s � r� Total'Lost t�me (s) �� �: .�:� ����4���'���4.,��� r�4 �#� � �4 0 �..�.� 4-0� $ �4 0 ���4 U �.�4•���� � 4 0 �� ������ Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 � `� > � �" 'q� '�.' �r ;�,� �� .�� °r e� �s ""�,�,,�-,.�" �'�,,.,_. .� "�..� `�.°` �..�' .�.�.. """,.� y .�� Frt�,��:� , ��` � ��� ���,�,100 ;�,,100� ��085�100��10Q ���085�'��'`� 100��;100��085��,100��, ��99����>��.� �..�..:� .�•�_�.�.. �,�� .,� �,��. � �.�.���� ��� r .z..��,�..�.� < Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 �0.95 1.00 1.00 0.95 1.00 Satd Flow` p t)���;��� �,3433�;��3539��1583�,~`�343 LL 1583���433�5085��1583��� �33��5017����� Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd'�Flow�(perm)?��,�.yw,.�:`�'�`�3433r����3539�`ti�_1583���'3433�'��'3539��1583�„°�3,433..;����508���1583;��343.3.���„501,7�„� � Peak-hourfactor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Ad�`�RFlow (vPhj�� ���;;144�� ���. _44,4���R260��266��332� � 333���,�235 �854 �;�233 �,°,�~^�`�,��648:: ��1303 a�� 128 �.. _.� ��, . RTOR Reduction (vph) 0 0 234 0 0 257 0 0 210 0. 17 0 Lane :G ou�Flow � h °s �" � ` 144��444 ��� 2� 6� ��266��'332��'��' °76',�' 235�� ��-� ����� ���� `` �l >�'' P� ( P _) ,� � � ..��s_ � <� �;,�.,� ��,� ���.$54�.����23:.�.�648;,.�,�1414�,���.��0 .,.. N. Tum Type Prot NA Over Prot NA Over Prot NA Over Prot NA Protected, �.,Phases� ��` `������ '�� �x�� � �g ���'7��`��5 �-.r `��2 `'���3"�� �-�q�� �� � � ���.� .,.. _ s...�.�n.,s.,. a...� .$�.�': ,..,.s.W.��.a�..��'�rx.v..v�.'::..`�'. Permitted Phases Act ted Green G�(s){ ��r�� ���4 8��96 0;��`�'��7 ��„�>�18 0�,��16 0�,�'���7 0��1u5,2,�� �.6.8���16 0���%24 2���" ���� Effective Green, g(s) 4.8 16.0 7.0 6.8 18.0 16.0 7.0 15.2 6.8 16.0 24.2 Ac'tuated,g/C'Rat�o������� �0 07 �� 0 23����0�110� �0 2��10�_��.0 22�-���010:��`*,��0:23�,,0:35��.��? Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vetiicle�Extensoi n(s}Y� �,� 0,���,�.3�0'�`�^3:`��0� �,30���,�3,0,�.��}3Q��� � � Lane Grp Cap (vph) 235 809 158 333 910 362 343 1104 154 785 1734 v/s Rat�o Prot�:�,���_�'� ���0 04�� ;c013 02 �� c0 08 �� �0 09� �0 05 .����0 �07 ���017���.��0 01,� �c0�,19�s c 0 28���`����.� v%s Ratio Perm v/c Raho�� ����:�'���; "�:0 61 '���0 55���� 0�16���0�80 �"`�� 0 36� 0 21 � 0:69'���0.77=���� 01��0.83��-� 0 82:��-'�� '��� �u„�.,�,�'y .�'� as�aw.�..� �a �`� Uniform Delay, d1 31.7 23.8 28.8 30.9 21.3 21.9 30.4 25.8 28.9 25.7 20.9 P,rog�ession Factor����� ����1,�00 ���00�"��1`�00'���1 00�;�1��00� fa1�O 94�� 028��4,12���100�� � 0�,��� Incremental Delay, d2 � 4.7 2.7 0.5 12.6 1.1 0.3 2.9 2.8 0.2 7.1 4.4 �,�Y �S}.���.�.� ����� �L36�4,����26 5�; 2.��� 43� 4 . , �����.�,.2�.�z 3�. s�°�-���119 4��32 8;y,�.��25 ���'��;�`�� Level of Service D C C D C C C A F C C �°-� - a° _ .x'^' '�-�7. , w�� . � �. �"_`� '� u:lx "�Sx ` �� �^ p ,,, �'�,"� .� ���.` > -. y .�` �".'�. c ""'��� `% �.- .�,.�'�, "� � A roaet►�Dela s ���.� ���� �29Q� �� , F��`�� 28+4���;�` ����331 �; �� a� � p 276�� ��'� Pp w,. _ � � ��,,. �_ ».,�.� �,;��� a ��,.�.>,�..���» �. �s�.�,.� � �� F€,� 3�,.x�� � a��.a.�.,�...�=�tt; �'� .� .:u.�ex.a�:�''�w.�> �. �w.�,.��! Approach LOS C C C C , n er_se c►��Su�tt ` � � , r� 4 . � �..�, .; . }� 3 : � .� - . �: �, .� ,. _.. . �, _� ..� .� � -x �� � HCM Average Control Delay 29.4 HCM Level of Service C �^ -�. t°�^ �r - ;� � � �s. �fis"' ,� �,.:. �rxw� ��0�72 � ���a,`"' # �.'��'���'�'r�� ���'�.�'�y'�`�'���'��"3�' �s,� � � � �'e s ?'='k� �s k:.��z^"��`� � HCM'Volume to�Capacit}! rat�oh ���- ,� � � � ;� � x� �� � � ��:� ��� � ` °� .4s� ,.....,�.�.. . �.�., .�.- �z.n_ �d a �+Ya�3c.� �s�-.: ,7a��'�,ra,.i�"s��„5�a..'�'h�e � �� '�, � ��z,+���.i,z��'s�v�ss,�E*�r.u..�:rs. ��S,z�,...�..�� Actuated Cycle Length (s) 70.0 Sum of lost time (s) 12.0 °.u�- .ma�z. x as- � �u mc v -r .� ,�m� �+ r� °z �.� �, �rs. �"'� :-s'°�r :.- Pr i+� Y�"'x` s � � �, x � . Intersection�Capacity UUlization�._ �"`� ��� �+, � .��66 5%��x�� �� ICU Level Qf Service � ���� � ����_�. � � �� � _ Analysis Period (min) 15 . Ci � Crifical Lane�� �=�Xx� 'a"„w`Ft' "S � �4-�`�'�+--°' i � x� F �P��` ' ���'�a �"",�y,�`�d n�' .,���` � s'�''`:�7'�"°`"'��''Pw`. .�..i'�" � �s�� "�' �x` � ",{�""`z`�� ,t a i.�1 +,.�., .: . . �...,...,.�.. P.�w�,,.�.�?'.�it,..�"zis..�,.i.:�-s .-v�'a..._a.�:,�_�'t,��.�_r��.,,r..�t�a....s,��a".E*,.M=:i��c�«�„�a.k��'d`�..x,.a_'L.:�.,:��''t�.s ,,.Ta:. �,....�.�-�,'3`.,. �..�z"r.,���.��Y:���-,.'1 . Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES\0064-00021SYNCHROIE+P101 E+P Sunday.syn 12/5/2012 D-8 APPENDIX E OPENING YEAR (2013) WITH PROJECT CONDITIONS INTERSECTION ANALYSIS CALCULATION WORKSHEETS HCM Signalized Intersection Capacity Analysis Opening Year (2013) WP Conditions 1: Winchester Rd. (EW) & I-15 SB On Ramp (NS)/I-15 SB Off Ramp (NS) Sunday Peak Hour "r � ►� x-+ � � � � '�t �i � �" VY4 J c�e�•k..'_ � � � � .4_ _>"%... ..:bL.� w{•� ' � �,� :, .. .. . .. ....< . ,._. . . .a... �_.... x.. .: _ ,_ . ,_.. . . �ane Configurations �� �, � ��� � ��►¢ UOI-,^t^-Ume`r�,�s� � �°.'�'° �- � :�'�� d . a -�� `�� '' u�� °s�' ' ,� "°..��.��„ ".-��p�� � �a.� c^ �"�-""`�"��, � ���I? )��������� . �118�.. 6 �� �348.a ���.��= . �;�;,O� � _�.. ��:��674���.._<.�16fi�����0 A�:� :�597 �.���.� Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 '� � � �' `�°"�`�� �"� �� "�"�.� ��� �� " k �� ��`� �Total�Lost em s)��� ;����:�� 4 0���,4 Q`��`�4 ���� , ���� _ .��`�� � ���� `��� �;.zs:��-4 0 �°`�.��a � _�.����,� �� �,�.�.. � ,�� .�� �.�.,. � .� ,_ Lane Util. Factor 0.97 0.95 0.95 0.91 1.00 0.91 T�m���'�'�ie��� 7 �u�3�,^��g � .�&� �9 ��'"; � e -�,-�'� "5. �€es: �',�..±_, "rn ' x��3'3�'� j:�"s a�.{�. �'.��"}" �.:� Frt�� �„ ,�. � � � �w���� 100 � 0 $5 � 0 85 ��� ��� �� �.�,� �� � { ��� ����100� �0 85 � ���.�. -� " 100�'�"'`� ' � .� ,�- ;�,�,w.s..'�:�°.;s�.w �...�,�f.. e'v..�.7.'*�.�.,� ?s�.a....:,:.,a'�z,.`�*.�..� �..�x,.,��.n.,-..r..,<,.'a�,..s�. �..�a..�.�s..u_�au_#ma.i,4n���,_�6y.._..za.� Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd�:�F,low "�'� � �,.��.�3 �,����,�`����.��.,����,�:�.�. ��� �� ., �� �:���f � ��"�� ,�(p ) � � , �:� .� �� 5085� 1583 �� � 5085 1z �. Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 SaM F owl p m),�����; „; �. ,�� 3433�,'�"�1513����1504 �����„�.,;;,�, � ����� W "�`���� ��',� 50$,5,����1583 ����� � .5085`�� � � Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 --�-��-��--� � -� �� -� -� �-�� � - � Ad��'Flow�(vph}���"�����1243� ��`��6 � �366 �. �#0 � "��� p ���0����� 0;� �709 �����175 � �'��O;K � ��628��, �,�,0 �. ��„�...i .�.� � s:�"��z.�d� ��"�.'"�: �w�.,��. � ;L:.��� ��.�,.�.` � ..�.�� ....:.,,�...�������a�'�,_. ,. ., ...t �,:u ° RTOR Reduction (vph) 0 28 28 0 0 0 0 0 123 0 0 0 L na e;Gro pFlow;{yph}'�`�fl��:��1243���1.57 f�159����0�� Tum Type Split NA Perm NA Perm NA �r�-� - ^^s��- - a���g` ,� ;' �" " ^r�,�" �+;g.�� �ia, fic�' � ��,��y' at���� �..sF� � � ��`��s� ..��--'�3'"'- z�g�``:s�`°- �w�'.� ��' Pmtected Phases ���� u �� 6 �, �. 6 �� �. � }�.� �;� ��db- �� '��--� ��.Y �<� � �, 4 ,� ����, �� � �� ��� � 8�� ���`,� . a.s. ...�..�,:w�.�`.r1.,.-_ � � � '�.'�.. 3'¢.e�. �...t.�. .or..s:.�� �,.a.�.. :k�..,..,,�3'�,.,w.��.�.:Y .�...�-�. ...�.k....r»,. _;�.-..aa.::as:..�c,..a> _ s:�� Permitted Phases 6 4 7^^r,�:.w-'x. >? ��7"' - �'��'"^ S - r��s �.a. a ° Y�� ��'�x"� S Fy ., r s ea'�` �rr- e5� � .,.�.n d ��.�.:°-a.�+•-�, �� ;x,��.� .. Actuated Green G.(s)�, =�,�41, 0�; 49 4� 410 ���f,��,.�„�,-������:,�_ 21:0 ���21�0 v�-�� �*_:��� 210�,;��,.��; Effective Green, g(s) 41.0 41:0 41.0 21.0 21.0 21.0 A� ated�g/C:Ratio���-`� '��0 59 0 59�� 0 59 �� "� � � �' ��� � �' `� � -`� ``� �'� � � � �, -"�`-�' � ����� ,,�.��' ���.,�.�. •� �.t ��.�?�� ��,��;,.�°=�'�'� �-< � � �'��,-���0 30 � ��0 3� ��',� ��' �0�30���, , � � �_ � .:��' ��. Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 - r� �:�°'�� �' , �,n �s" - °'�°° - g u �;. � ,.r'`�. �� . �". �" � �, i y�"� �"�� �.� '�`. _V,ehiele,Extension,(s)�; 4`�� 3a0.�'��„3.0��. �30;� _�,u Y :, ,�, , �:�� ,� _����������.3._0 :�3,Q..���`.� 30������ Lane Grp Cap (vph) 2011 886 881 1526 475 1526 V1s�Raho�'P.,rot�y- ��. , c0 3fi 0�10�'"� ��`-���,,���`" � �� � � �"� ��`�.� ,�`�� �`���.� � � .�, r x � �;��- �, �� c014��` ���� �� �, ry p��.2,� �a;. v..wg..� �� ::x».'^�... ....a3iwew `��` ' �� ':�-s..»��t3�xi :M�:.m.:�.�,a�:����.�.������c3 ��:�.,.�....� .. v/s Ratio Perm 0.11 g 0.03 ��`�'�"-� `�'k� � �-��� °, :0 6L '� ' 0 � 8� � @� 8� '�-�.� '��-3.��,�m sr � k ��:�a�`�,L "� "� a b � , ��'.� �'�` w � ? ,�,�"" v/c Rafio °� � s �� � �,�� �� � , = 0 4,6�r� �011 �� � � � �0 41���� � ..�. � .�::.�"`M'�fm"'s���.�sna . � ,e.u�. �,.:».�,a,.. . ���s.�.. �u:'S� �v -�5._ u� �� ..� w.. �.a.,�,::., �.a�?'S:+�e L......�.:,. * .a,.> �,u'>a Uniform Delay, d1 9.4 6.7 6.7 19.9 17.7 19.6 :�..u.9�� ,��u.� �� �: �.������,� �,� � � � � � _�'�..� ������ ��. = �100 �� ��..a ��������� 6 Rro resswn�Factor�� � � � �a�1 00 100 �- . � . _ � z Incremental Delay, d2 1.4 0.4 0.5 1.0 0.5 0.8 Dela s " '� ������ 1 `9� ��71 .��.a�7�2 �`����-��� ��,��� � �;� � �� � ;�,:��-���,�.-� Yr� ) � ��. �:.� � �, � 4 � � :"�`�� '� � � �a �.�.� 9��.��18 2� �� ��� �14.0`� ��3 �3 �� d...:.a�. ° �,� .�a '��.a �..a.srsw. .'�:ma �x.su�.. �.�,.,��.:��Fs.......�,.�.�-h �.�- �.. �;a,,,.�. �,.w. r�'��,. 3..,�..���a....�s�°��'�a�sMavh�em..,..,-w. Level of Service B A A C B B �..-�� -�-�- �� � � h �� : �: .�-- �� � „�� � �- � � -� , � �� � ���� ��: �� �� _ � °�- � � � � � �� �" � � �. 14 0: � � � Approach Delay�{s �� �� �w �� � 1�0 0 �'�� � ��� �`�-���� 0 ���.��� ����� :�����...�g ��.j���,� � .� � � - 2Q 4 � � .��:�.��� ,.���._ � �� , . .� � �-� . � � �, - . �.�.� .. .�.,�..��� �;, � � � a _ �. �.. Approach LOS B A C w 6 . . , �t�. Qn� : �►, a= . <<F,�, , . � , , .' ; . .. � : �� . ' . . . ..:. - 3 m, ,;;; HCM Average Control Delay 13.7 HCM Level of Seroice B HC� ' M��VQIt1fT12`F� C� *�, (2�10 '�� ��`�s� ����o�57�g,,� ;� �,��� �" ��r��-���,,y�' �; �`��. �"' �� ,�� , ,, � � �� �� �_� �� ���� �,,� a. ��P,�;;l� �,.�' �, ti.�.�u�:�.'�''�� °s::�3� ,r.. �.'� s�.�,:��""�.`�,�,.,�����ar�,�R'������`:s6�-at����: $a��.�,�^.�.� s � z...�:>.�z*>„�.�.�53: �*.�?�»_,'a Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 _ ,,.�- ,. t�w - a^ - �° -rv x�. : '� � ��' "�-'� 0 , .�'�' : ' +,a +°' g .-^ 'ra„�`? x. ;r � v �„„�#' .: t � ' �`° t .. R �..".� Intersection�Capacfty�t�Jt�hzaUon�� �� �-�, � -� ��96 6/0 ����� ICU Level Semce �� #� :- � �t� � � � F;Y � �- �:��, ,� . � � �� ,...�� -.a..�...�. ,�m�,ww:,�.*w��.�,.._.:s:zs�.E 2���.3.,.31�.,.,�.�-s.s�.xL3`.�i� �rt..�..,�.�.mss,�.,-,. �.i _>n,w.,�,...�. es,.s�A3�w :�+��e.'�t�3.o-.'�� � �..�,�„ 3H.:s. _.,..r..,.,' at� a ,�,a._ _ Analysis Period (min) 15 Cc� l�al Lane G ou ,��`'"'�r�. ����'�a"�� '�«*�a;"z'4z���'�r�'�`=a�*"�tt��"���' '�``���«�a����F��`�-,�,`��n�&,4i�'?,�,.�� � F u� � �; � � "- �,,'� � x . ,.� .�.p..�.:,..,.�.,.,r-s.�.:.�P:-a�,�`�...� ,�.a,` �.w..,-,; ��su.wor�:::'z�+�....�..?:,'�.a�:."'3..c �# Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES10064-00021SYNCHR01201310Y 2013 WP_Sunday.syn 12/5/2012 E-1 HCM Signalized Intersection Capacity Analysis Opening Year (2013) WP Conditions 2: Winchester Rd. (EW) 8� I-15 NB Off Ramp/I-15 NB On Ramp (NS) Sunday Peak Hour � � � �. � r 3 � .� � ,� �. " ovement� �, � , �°�,�� , ?_. � SEL , w;'��SET °�. SER." �w`= ., �La<-��' T '� L;�r�� E�T�� N �2�` S .... . I�f S .'� SN,.'�.�.WR�.�, � � �.� � �..�. Lane Configurations � �. � �►�F� ��� �� Uolume ph)_ �� 148�`��..,��x0��,:�r£745;���`�,�0����0= ��' 0;�.� 1072 �'�-�869 � ��:��������� Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 _ . . � �- -�-� � � -�--;.,� >-�- � -�--�-;�-�" v ���-�� - �s�� �-� ��',e'�_�° _,_�' x .� ,'��T"'' 4 � ^" � ''f`�` ;Total=Lost 6me (sj,��..,�.� �� � 3 r�,�, - �� *, � �fi4 Uf,; ,�,.4 0 .�,�.�4 U�_� .��-�..�Y� � 4.0.� � � �°� � 4:0. �� �4�A - Y .., Ca�tt�s`.sy' �..��1a.x..�..rr��! .�..�....u,.,.Y.'S._.. � -a��:�.u��`�.�l:,.s..�� '"��'2? Lane Util. Factor 0.95 0.91 0.95 0.91 0.91 0.88 ?%; c s?a>.�. w '.f�;' z � , �'�+� '�"'�'. � '_...'.. .. . �, ., � _ �„ � � . a . ,� � t .. � � F_ rt�>. �� _.,.�� �,.t ?.�,� +� �'.� �� „,x:�, ,1�00,� �0 86 =�_ a0 85 .�� , 1:OOx� �F �. # �. � 10U=� �`0 85 � .:�.,.:��..� h�� �-����;.�:�.o.�,:..�..����.�.��.���;..���_ Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd<Flo,w�, i �`-�_ �-� �`�:- �'��"' ���� ;��'��1681 ' ��1448 �� 1504 ' �� ��;`- 5085�� �� r�'�'�5085� 2787 ...,w._.�a,�M /�e.� - wss�._,�'�.�...._ Gnxx_ �.,�1 .�, �,i'� - t:l�:�.. .^:r�.=�'�`x'a� .� ....,ear�..s.-,- Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 Sattl�Flow:(perm)., �:; �♦ ,�,, �`�_.�. �'�.�?�;.�:;����;�":T�; �'�1681 1�8 �1504���� � 5�. 085`:'�-s,,��,�.��'�.���5085,�,�-�� 72 87 Peak-hourfactor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 � �,-'�-r-�'r-'"s,---- ���zs� � �z , � �rs-� Adl•".�WY��Ph)�;.. ;��� ��'t ��,�,�s0,��.��,.�:p�r�h0 ;' 154.� _;��,776�0<"�1'653 ��U,� �0�, ��1117�„��_905 RTOR Reduction (vph) 0 0 0 0 4 4 0 0 0 0 0 491 .. . . - r - �-'°' - � -- .�. - •• ,� � x - L'-ane:Group';Flo.w,("vph)a�`w.::�,� ,� z.0.;�., M .ra0.. , . � 0 ..m. _139�;��..,391::�_.:.„.LL392�„� a �,0 x 1653;��.,�_O u ��U, � �111,7;� � 4_14 Tum Type Split NA Perm NA NA Perm �--�--:��-z--�.�---� , �� , �� � -� � �- �� Rrotected Phases ��,?� ..4-�.,_.���y;� .s.��,� � � a<� w � � �:s '� 2 ;� _.,�2 F�_�: ��`u-�� . ..: � �,U�4u.;� �. �� . � �°,�::,���: �� $.�:.��`�, Permitted Phases 2 8 Actua Green, G= 's ��� .�� � �.. , � � _ _ � �.. �-£ : � ,-� -- -.�.�� )�.:�..��.�����,s;,:,��..���7 a�30 0� 30 0�30 0,�,,,, .� 4 ��� 32 0.����-�� 32`0� 32�0 Effective Green, g(s) 30.0 30.0 30.0 32.0 32.0 32.0 Actuated g/C R ia ot � �..-� ����-� ��`� k�' ` :�y0k43' �.� 0`43 �'�� ���0 43 � ��,-� �"k �'�p 4g'� ��-��'��'�`�'�� � � �.w...: �� � __d -� a -� � °��.. �.�..�.��� � 0 46��� 0:46 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 .. ... . � "�-�?�?�"Rs+� w�� -x . yF� a � , F'3 `:ra.� '� �� c - -��'c� ,P'�� ��� �1/ehicle$Exte.nsion.(S).�:��.��_.:�-�.�� :.,��.�r���s�a,�. �.�. 0��.30.�,� �3:0� � =.t,n..�3A�,,�.��`e Lane Grp Cap (vph) 720 621 645 2325 2325 1274 v/s Rat�o Prot�� `�'�'�'-�'��,��. k��` ; �., ��� �-`�-- �p �.�-� ,�.z,�� y: � c0 33�� ���` �:��� �0 22-.�`'.��n' -��.:��. �... ���.����.��::��.,..�.s � :_. c0:27�,��� �.� ,.- ����w,.�..�..��,.�-� v/s Ratio Perm 0.26 0.15 v/c';Rafio;`'�`��`����° ^�`��.:�-ti.���-��������0,19��06 � 0"61,� ��'�071��`'�` � � �.` ��. ; �0..4 '�<U;32 � : . �a+"''$d .Y�...�r. r Uniform Defay, d1 � 12.5 15.7 15.5 15.3 13.2 12.1 P>�o ��Factor :�"�''� ,.�sz� �-r�°�,c'� w; �:,�s:," �'�DU� 1 p�p �. "� r '� p7`�°g�`,��"'��,� , � , � - 0`47.;s��� 11 9 .,ka..�9.5 ....,;•,�5�.. «s4.::ah:,.�w.�aL,�'u�i������Ja7.skR:.da�'*ct.a�.�.r..ti'k'r" 'c6'�Y`�� ��� �v'`t^�e �`�_<�✓..�.�...,.w�.-�v.s»...ti�� Incremental Delay, d2 0.6 4.8 4.2 1.6 0.5 0.5 --�-�-� � ��� ,:., ;'�'°' �'�� � . �131��" 20 4 �*k' 19 7.�-���,� � - � ��� �°�: ��- Dela n s�: +� �, .� � � 13:7-= � �': � �6.7 14'9 w�..�.:.y � �..r�i:��i`��',.�`���i,. , '� � ` �{ �,.a.�+�..�:?'t,sa�.���.,a.... . � :�s��`"���'�`Y��..�..�-�_._. ��mt� ..�3��.*.ae.� Level of Seroice B C B B A B . °�";�f +"'��"',,x'.,�+r"'m^y� ^�r .'�fi�^E^tr,:+" '�' �w.w ,, �^ r '� .^.-.,- �„ �.� - � . :"i',.�-�'+'�."""' . *v 3� m��m. 'qPPFoach Delay(s) � ��"� ,:� ,�� ` 00��� �'�`�,,��.�'�r��� °19�0����-�����'`"����13.7�-�� .::� � �,��}.� ��p>4 �� �, .t. ..��'��.i��a�����, ,c.�.��Ys:�.:�'�us���1,a��',z. ,e�.�"'�.��"�, ���� �.�.��-:���::,�`�»..�..��,�_:�1.�.yr� Approach LOS A B B B ..,�> . . f,t�8 2CttOF1"SUF11�718 `.,�.�+, Y t�' s� ?' �:'" .'^� z+ t. � � m �� ,x�` FS._ .�� :a.� ...,zr ,-:;�.. '�.,r„t � :..�. �� .:�,:�t.t� �'�.,:' ;� a.k� _.:�...,.. _��_ i�.'a :.��;� HCM Average Control Delay 13.3� HCM Level of Service B T^^--°r�*�zr"aaz.. .,��LL-��:aca':"ma�" 4 r'�. c t!�' "_� p 7�, at'�-whr�a s� ."t�fi"�' et ��. "i�' �' �"'�# �' '� HCMVolumetoCapacity,ratio�.�,"`�'��� �4�406,.�.;�7,.� ���'.���° �����s������- �-��� ��. � � �,�,��� .� ,.�.. �, .m:z,�:�;��se��, � �.� ���r �.x�,�:.�, r�,�,;.�.,�� k;� Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 .���' - �� - } " � � � �-`__.� -�� `-�- �" ° �681 /o �'Ns�+1CU Level o SeNice `� t � �� �C -�,�a $� � -� �"�*;,�-� ��� IntersectionyGa aci ,Ufihzation ��' � � � � - r.,�.P --,�Ib . ,...'..,�4�^:.�b'.t.u� �;w�a�. �..Wf�:.t Analysis Period (min) 15 m^^°-,^.�^rc•--s.�-zers+'•'^avw�r+e�"�` -�" � �.� "'��'•�i +'��a'.5'�' •eq5& �� � Y� �a.:' i� a �: s `� + - ^^� �. - ^r� - '�'e r c� Cntical�L-ane Grou �� � �`�*`��'�-� k �,'�:��„�� ��: ��.`���r � `� � :� 3� � _`� � ��°��� r �-� :�, �,� � � � _� � P.�dx.� :�t�cr�a.'�. �,,:.:":��5.rc�,.�:,.�: a.� ,.,.�w�..�L3.YV.�Au��,�,.��_ti�P.'�... „ '"*�.ro �,.n:t; v^�:"�u. �°..�...,. �� m.S`� 4-a.o„�rt�",: �:'....��..:K�:.3'S:1 Crossroads Church Traffic Impact Analysis � Synchro 8 Report C:ITRAMES10064-00021SYNCHR01201310Y 2013 WP_Sunday.syn 12/5/2012 E-2 HCM Signalized Intersection Capacity Analysis Opening Year (2013) WP Conditions 3: Date St. (EW) & Ynez Rd. (NS) Sunday Peak Hour � � � � � � � � � � 1 � ��.�.�►����.� � � � = .��� ..� ����`a ����� :�.-�� � ����� ���� �. ��� � �. t��� � rk,d�� �� , :_� ��� . �T�.�_ ��: Lane Configurations � �� � � �� � ►� ��� � �� �* � "" . `�"'"'.,� �" �,,'�' �� �� "�". �'" ,��.. ""�,� ,� ..n"�'�t' � � �" t.'�rx^ '��'^ Votume,,fVP�)� �Y� �,��,�� ,��;�,�� � w 58 �� �p � ��� k � r �x49� *� 196 � ��2 �. ��� � �--�-�� � �, � �� e`"�� r� � .�� _ .�M. ��,3..��� �,�. :�:�,�._ ��. � �.�u�£:._�� �< � 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 � 1900 1900 1900 ��-�-�-f� ), "� �� . � �- �� �--� � �� �� �-��, � --� Total Lost Ume s � ��`� � h 4 0� � �4 0 �`�,� �, �-� �°4 0 � _�,4 0 � ,��0 � �4 0 4�0'�;�4 0 °� �"`4 0;� �'�4 0'�, � ��4 0 .�` , ..3. �..� � ��e,.�. ��"�a.�,....�.,.x��,�.r..w,,..�w.�_��.z.w.azz..�ri�... �.:c.��.,...e..� ..,�.ri,r<�w,:.�'��„`;`�.;:...f,.�.�....�:..��.�.,a �„ :�`�'..�. "�_,�'.UU� ,.. � - Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 �,�,"� �,';' r/ � a `xv � �' ; Y 'S^{,' °a : � .� r �- .. - ��,. ., g ��. z ,-.. . Frt� �,�z� �� :,�,.� � t � � � 100 �100 � �,����° � �1 00 ,; � '�1 00 ' � ; 0 85 �� � 100 �r � 100 � � � 0 85 � �1 00 � � 100���0 85 �L.: �,:�.:.� L�,.a.�,..�:m�,�>»a3u� .�t�,:�°.�.. _ .,.:.�,^:.��..e..,.�..w.,=,..r�,.hkcaa.-,� ,.`�e",�.. x.',n�aa..�,s':,.5_a_.�..s.€c��...:.�.,.k.wa_:aar,....>m�..x�.�.�.�,.ti.x.,.�3.�,�.��:�� Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 S ta d±�Flow p t),����`�����;1770,�,43539 � ���3539 ��`�,,15$3�,�`;�,�17,70�� 508 ���1583.��3433 �,3539�,�#�`1583 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd�F l o w �(Perm)"�� ;r ' ��� ��177.,0,��h3539..�� �� ,��� ��� 1770� �3539"'�;�"1583�,��177Q�;.� 5085�.$k1583�.��3,433��_> Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 � �� ���- ��. ..5'k� '"i fi �. �`c.� a ' `� �,. � -.� � , r y'1 � �,` „�,.�,° "TM°�, a� y �' „�°°' Ad� Flow v (i ���u �� .�..25 �x: � 60 � � h_�0 E� ��1y ��.�,51��� � 204 �. �� �2� �'�.-� 4 �� �.6� ��314 �� � �� 5;�= �-� 19 �.a. ��<P t�..�.�.,.�.sz�=,.x���:.�s .� .�.�..�`: _ �. s� . � , �^.z�:.� :C`"�,�..w.�.,���;�.,. �.,..r�.���.�.�,v,a...,-.,�::�u..� � r RTOR Reduction (vph) 0 0 0 0� 0 86 0 0 6 0 0 16 �'.c`S"e.. "g.."��'"'"ti'�5. �" �C ?""'°_ m�+ F y � "{. 'R . '�` ;� .'� � °' 4p '� �. 5 '". Lane:Group.Flow (upH);� �t������ '�`�;�.,.60n. �,�r ,0 �",�;��,�;1� ` {, 51 �� 11$ ° 2`�` ��`�4�'� �-�0��:314;�� � �5�� �3 Tum Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm . ^� ��^.� r„�,=r . �. p a'�" � .- s � �,s� - c �. -� 'S rf . "�+,"w'� �' .E�"'- .. "� S �.. � `� 4 Protected Phases ��� r �''�� t $ ; �:?s � �� � �r � � �. � � '� � � r � � � �c+� e �? �a � w � t� � : : .�..,<._� �:.�����._��v�.��.,�..s�..�.,�.�. �,�.,.,.� 5.���� ?..�.;;,������. _Y�r�.,#4� �.y �._,��,� 3����.���.$;�W �_,� Permitted Phases 6 2 4 y 8 �� �- -� ��- �,. �„ � � .�� � -„ � � -� ��. Actaated G�een'�G` s�`� `� ��� �� 2 5� �}:41#8 �`�� �� � 12 °� 40 5���40 5'��°�� 0 8*��' �' 1�3 ;� ���13 9 7�� �`10 2 rt ��10 2 .:�,.w��,a��.my,.1.o.�� ��?��v'�.`_�..r.,�u �,�,..,...z�4:c.:�:..r,�4t�.�:?..,_Y,s�<���...,x..uls .,:.�`�,.. -�.�..�,-> � Effective Green, g(s) 2.5 � 41.8 1.2 40.5 40.5 0.8 �1.3 1.3 9.7 10.2 10.2 a?a^�.�^�e a 8 ✓" �. F '�,??.' - ��. @ . '�; z f ° �.' "r �z,,� ;, � aua--x Actuated glC�Rafio �����=:�0 04� �0,60s��� a� � � 0 02���0 58, �0 58,�-� 0 01�� ��0,02��0 02 �� Q 14' ����,015� ��=�,015 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 °�-^s��:T-`r�- �--�:.^^^^,�.. r � - r� vag ..�-" �c -'��.� "````�'�'"� � r'�Sv'.....`.."�, � . UeH�cle�Extension 0,.��a�?�3�Q �.:�.,�.����:��;3 �w�-�°�;�3 U.��`��,�`�.�3 �� �,�.�,3 0��;���x�3�0..;����3 O��r��3 0.=����,�3 0��,�3:0 Lane Grp Cap (vph) 63 2113 30 2048 916 20 94 29 476 516 231 r �^- g .-�. j - - ,�^- �'"`°} ?% r �" s� � � "���,'�z x� '�'^ � 'z� s'�r�,� 6 ��* ��`g�w'�� "°�"�-fl-°�s w �'��' � ��'�¢'' �r�` � � s ��� A �/s�Rat�o,�Pro�-�����<: �c 0 OU�,�,� 0 01�.����-��0 00 �c0 OO�,�:������.��c 0 � O � . v%s Ratio Perm c0.07 0.00 0.00 � � �� .� �� �-�� � � � � � �� � � � � � �, � v/c�Rat►o ����,���� ����;�0�40��;0 03�;, ����`��:�0 03 �� 0'02�,`� i13�-���,�0�10 0 04�Q 00��� 0 66� ��0 01; �� 0 01 Uniform Delay, d1 33.0 5.8 33.8 6.3 6.7 34.2 33.7 33.7 28.6 25.6 25.6 Progre�` ssion Factor � �� �,� �� 00 �'���,100 �a �4;�� �1�51 ���k0 25��`'����,0 0����1�00 ���� 100��100 �����100 ��� 100 Incremental Delay, d2 4.1 0.0 0.5 0.0 0.3 2.2 0.2 0.1 3.3 0.0 0.0 -�,�:-�,���.,°� ��*"�� ���-- �-- �� � � �-�-. ; � �- �- � � -�--- Delay.�;ts} M�'�'���°��;;�.���37�'�,��s��,s��� ���� ���51x,. 6����0 3ui�� 36 4>�u �,9�.� 33 8���`31�9�, ��25 6��� 25 6 Level of Service D A D A A D C C C C C r -..�*?a�° :�--s.�-e. �� �t�".,�- �-q' nx•s. . 're� ��: c� � � � ..c �a z..r°,� �� r � � .r'� A roach Dela s r�'���� � �,�> �150 $� � � # � � $�� _ "���� � � � -� � � � �PR,�:,.�. ...�Y:�� )�3�`�:� �A�. u ���,,.t��, Po:�� �.�;�.�� _�.��� ��.� 8,n.�.��.�*�.�.:.� �,� �-:;t�:��.� 3��'.�������,� ��-.� �,� 3�� 4k°� K.�� Approach LOS B A C C �s � -, a � , � � � -__ . �.,�Xt�a: �,. �W �� � . ���.� �� �,. « � ���� � � . _ .� .. . u.2 . __.. < a HCM Average Control Delay 18.1 HCM Level of Service B �--� �, � ���-� �-� � � �s � -� �'� °��r �"` ,�� �. j �-� a � : �`,� � �` �i � �' HCM-Volume to Capacity ���,�.� ��`�, � ���� 0 23 ,�� � � ��� � � � �� � ��t ��� ��. ��� �- �._� � �� ���� � ��, �,_; .rvx�...,...a. .e.k:.a..i,. _», .. . s..4. h.si.a"�'+�'...�..Sv..:aa ...�-0:...<s_:�xso_ .�.dt,3a6aw>3..+:1.-:#.+.$.es's.u.s ..�9..uG"k"�,'s.,.4.r_ua.�..k� ,ca. "`a�.��e.,isy,..�e., d.s:'sa, J,AU.3 Actuated Cycle Length (s) 70A �Sum of lost time (s) 16.0 °� :,-�:..?s�_ ^^t. .x-a a^ . a �'� �'''+ [ ' �r^r4,�rsz� x�;z - � �^ tx+* "�`r�"' a .. -�< -:a',- .�, �, �°^�t' , . .��. ..s cs Intersection Capacity_ lt�il►zation'� � � � $ , 29 9%0 � � � Level of Sennce � � � � � a , � �� MA ; � � � ��'� ��-� �� s.����.�,a,.��,__,.�a.. �,�a s�.,._. _�x�. . _ s - ���.,�` � �.�s�R .€ ,.yt_�� _�,s.t�.��.t.ts Analysis Period (min) 15 �vx, .-,°;--.7., �� ,�TMp^ K v�'2 �, m'� ., c .�� � �s 1� a� a �' �w_ = +C i � s a . � `"`�r°�., .'�'s .i'"' "� �`�' ""1�s �.4t°cre, E ,„ a � , c,��Cntical Lane Group �����. ������ �����. �� �,�:�.��, �;4.�_.:��'� �.a����� ����,._��...�.�,� 3_.�� �n�:�4..�r:�� ���,��� ��� �� ��� ����.�4����A_�.� -.� r Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES\0064-00021SYNCHR01201310Y 2013 WP_Sunday.syn 12(5/2012 E-3 HCM Unsignalized Intersection Capacity Analysis Opening Year (2013) WP Conditions 4: Ynez Rd. (NS) & Project Dwy. 1(EW) Sunday Peak Hour � ti t � � j , o:�e � „` ;� ���U-e#� � � �� l� � �� ���R ��,����;, ���.���' , � :. � � � .� � , . _... � _ _ Lane Configurations � �'� �� ;�,. r �. "'.���.�� � `�^'cn�,`-s-� �`�".� a t,a.�� +eP'ifi*�a.. 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'°T`"�.` .,+.�'��"a. ..:, a�:° �;� �" Uetiide Extension s � 3 0 �.���3 0,� �3 0..���,�,� ��,3 0 �:� �3.0�,`� �� `� '� ° � =3� ��, ��.' ;��, �� `��_��' �_. �( ) � �.,. °� � ,� �� � � ��;.'�.� � Lane G�p Cap (vph) A � 121 109 2554 46 2892 � x- �-^ry��� �°� ,�� F �'?' ,"�..t.�,�` �_'� ��� ,a � �-� y . ���'�"� :�£"�� a ��y�"`� '*�� .'�"� �,�;,r-�'r'�f�" w 'ri � " "3 � . �°'�` ,�/s,�,�„Ratio .�c0�16 �� �����0.00 �c017 �,� � -�.�,��;���.� � 4�� � �_ � �.��. ��..��.,��,�.�.�-��� �„�.�c��.�;� ".�.`��'��:�.�,-.� � v/s Ratio Perm r.r-"�^°.s"-�z�-ar ; � � ��-" E�� ��.�.��.,�.���"�r"� u..... �?�"a��.`,.�..�.: ����-:.�.-^�����3��x �`�`�'���`��'��.�s��:�.��.��s.+�'�,i:� � �/ Rat►o���,�, ���0 32�$ rt o 00 0 2� �, a �5 0 2a � Uniform Delay, d1 31.1 30.4 2.9 33.4 1.4 - �,a.sr �z°�� ,.�. �."� '%��m�s^.� ^� ���'""a� � xt�sS ; �' * "�` �t r�;.r. � '�"°�'+', "t � 2� "�'�'x �' w+`�"�'8 n'° �, �� ,�' �"��.. '�'"." �„a Pr�ogression�actor, �k;�k :,�� :1 00���1 00 ����0 81 �� . �,.�� $��.�����0 ����`,.�_�,w,���<:���.�:�.�.�.��.�.�.�.��� �.�� �.,�� � Incremental Delay, d2 1.5 0.0 0.1 1.5 0.2 -r-��-� ��.�� � �� ��32 6 � 30 4 �: 39 9 � �0 9 `��,�� ��,����'�'���� �����-��������-� ��., Delay� �S� " ����K.�.��•��� a � ` "..,��'�t,-.'-.� >�� �.�. ��� � � �"�� ��.� �. ��...,,�.� � a �:u,�,�.� .��- k�.s��'�*.��„�..�aa:ar,z�z�,.�z.���,�...�s�_.5.,_,.,� Level of Service C C A D A x; � ��"°�.s" :°�rr' ! �S� � � ' T "� , ��'�"'�_ '�` ... ��,a'�,r"'� +�'3t �r ^�r +zx. Y`�.- �' ��+ b, ��� :-�� 1 �s h„�,,`.� "� Approach Delay (s)� � ��32 3 � � ,��� ,���2 5�� � �� � �� ,,1�4 � ��� �, .�� �. , �.�;�� ��,� � � � �� � � . �s�.��. �r,W, =.s��a�4 �.�.. �`�� .Y.�.�-� � v�::w��<�,„�:r �.� �. n :.�...� � . �s�..�.�s�k�'� ���-�,.:n�`M. ..z3.,�k�e�,,e.�,.,r,��....f°� � Approach LOS C A A , f.�rsee �ca�t u�n�a. �__, � ,.. ._� � � :,. .� ;.. �_ � � �. � .: " ..���,-� HCM Average Control Delay 3.1 HCM Level of Service A - T ^a -�"° s'r�r,�er: .s.- � a�-: � •'`�, �'*�,� ' �,tt � �.,.� �, � W p ��'_`�- `^ �,:, �'; r �s ss � ,^:.,�,`�"�,�'''� 8-, k,.� "f'R, i� ,��-�' �" � �^ �a��'�^`�. �'r� .s � � HCMEVolume to Capacity rat�o � � `�,��::� ��, � � 0 22 �-� ��� � _ �. � : ���n�� � � � ��� IN �� -��� �� `�� �$ "��. � ���� �z.,x��em � � , r...�.n'�:sx_.s'�u� ...w..�,.� .��a,,.�fx:..a�'..,s.��.�,..;s'"�.`�-_.a.��x��.:r�.'k`... �".^izi.��' .�,�3,.. . a�3�w�,,.; f u.� ,�»sm ..��.�.,.. '- s:ax.-c�. Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 , , � ,..,- . ,, � ,,. �;..�.�. - _;^ - �c^".^^e,°� s..�°..<rss,^,r� ,. ��"`- 's ro� �. "".., ���-�^ �L� 7,- a, "-�"ax°am� Intersection Ufil�zat�on��.������ 9%�� of Serv�ce� �����,�� �� ��������� �.`� ���-,��� ���� Analysis Period (min) 15 � �,.. ..a Y r�..-�-�--'� .a�?�,-a �,v.,, �'"�' X �n� � �, `�" '��-� 'e� �� �,� ^'� ��s{.. "'�.w°a �+�.�� �"�;'�°:'" G �`".� ' � . �� "��` ", """..�� ,�.,.,. �;*.�.-°# �"4. ,d't2z' �.-�:"'� c � nfical Lane Group `�, � �< � � � ��� � �,., , � � s = � � �,�� €��� �.� � �.,�� � �,� }����,� �.,�,` _ w.,�....,....,�..� �s.a.�.,,, �.�:v.,x.�..,...,ws.:�`" .�'aw.r,�....�,o�'�..'�` `s.....� .f.F.. 7'Y.�a.a�..�.#s..,s ;r?���i.+ .:�c'��e......�...._� �'r�,��`'?�„sr" _,� r�'f�.s,:��w�..>.�t'S�� :�r :�a y;� �a.s;� "}' Crossroads Church Traffic Impact Analysis Synchro 8 Report C:ITRAMES10064-00021SYNCHR01201310Y 2013 WP_Sunday.syn 12/5/2012 E-6 HCM Signalized Intersection Capacity Analysis Opening Year (2013) WP Conditions 7: Winchester Rd. (EW) & Ynez Rd. (NS) sunday Peak Hour "r �► � �-. � � � �' � � � k.. _ -_ .. }_� A _ . � � x , � .� . � �. - . . �ue�e . , ; ., ,� e� _ .. W � ��� _ � ,_ _ s _ � �� Lane ConfiguraUons �� �'�, � ��� �� � ��i ifi11 rv i' '�� itiT� � U�'o�tti e�(vPh) � ��`� t218 ��182�`���31 ���30'.`���,,�� �134��2 �� �£255�'��13��`�2�-�` 1190 �209 .�.�.�y„� .� � Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ^�, �'.+� r.T.s. �F'^ �„",.c .'� � s u"'a ✓�-^ , �`^. ,�,. "" � ""F°�F `� � .a�M?"Y,"'"'"'v- Total�Lost�time (s) �.���,���������4 0� �� 4 0��,�4�0� ���'4 0�`���'� 4 0; �_ 4 0.-�.,`� � 4 0�h 4 0����4 0, 4°0:� �4 0���� � r� .mc�,.,�.�.�.,,. ��.#:�3��r ��....� � � � � .�'. �a�,. � Lane Util. Factor 0.97 0.91 0.91 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 Frt� ��+�'� � �� � '��Y' ��; �� �1`00`"� �0 93 . ;�r=�0�85 �' 00 `� �� � ,1�00��1�00�� 80 5�� "�100 �Q 98�`���� .�..,. �����a��.�����'�.,.�_��v.���.�..���.,�.��`� 08 ���, � ��.�.-��.��� � ��. Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 Satd�Flow(prot)��"�,.���,����3433, �1� 4990� ,3539;� 1583 ��3433�'�640$,����,�1583�, 3433� 6 64;������� Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 j 0.95 1.00 1.00 0.95 1.00 Satd�'Flow�(petm)�����-��.�:3433 �640$�� 1583z;;�3433��,�626,4°;., Peak-hourfactor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 AdjR 232 yf ���194���339 ��457� �296 �,M27n1� "�,14,72>y��7�12 283���1266��''��222 .����- �,�:��...� RTOR Reduction (vph) 0 0 0 0 0 263 0 0 431 0 43 0 Lan G P..Flow.� Ph)���,��`��:232 x ��.:;�364����169 �.r, 457�_`��143�, ���_33��'��'�27�1,�'��1 74 2,����281�=���283��-;�1445� ���0 Tum Type Split NA Perm Split NA Over Prot NA Over Prot NA Protected Phase���,���� �� �,�� g �°�� �. �g �� � '� ���2 "°�`� �": �°���3�';t� �'��`�������� � �� �� ��n � _ a�� v.�>s � . .FS .fi.: �.w""s,1s>.....zuz+c�_,�,�...w�:�o��.� �'� .�u.. s.,...�`i:'�. �`s.��..«�i���C�. xj 3�+'"� �.c.:;-..r"x�''�`.,..3w'� Permitted Phases 6 �� ��„ � � � �- � � �� -� - �' �,� . � �:� �-� ,� ��� A�ctuated Green a G(s);;��,���z��13 8�-�13 8�,�„*�, 3 8��16 0.��.16�0� 7,�, ,�6�0��16.5�, �*16!0�;.�, �.�7� �� Effective Green, g(s) 13.8 13.8 13.8 16.0 16.0 7.7 6.0 16.5 16.0 7.7 18.2 Ac�-t ate g C� Rat�o����" ���0 20 �;�U 20 ��'�'��0 2Q���0,�23 ��,��,'�0�23 ��1;1 �� '� �, ���' , 0 3� 0��, 0'26����� 009���,�0.24� Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4A 4.0 4.0 4.0 4.0 4.0 �� -�-�-���� � � � -� ^� � �r � � � .� 1/ehicle�Extension�(s}�"���,'��, .N� 3 0��„ ,�;�3 0�.��3 0�;;�3 0,� ��3 0��� 3�0�;� 0� 3,0.� 3�0��3�0�,����3=(������;� Lane Grp Cap(vph) 677 622 284 1141 809 174 294 1510 362 378 1629 v�s'Ra�io Pro ��'���� ,��`0 07 � �� u _� �`� `` �'0 ,04 �.,� 0.02 �;� 0 08 � 23µ= c018"', �o:08,�, � p 3�,�� ���� �012 ,� 0 09�� �� �, v/s Ratio Perm c0.12 v(c R ti � ����.,�,� ,.�,'�'�'��:�_�, �' �0°59��r��;0 66 �0�40�� �0�1"'8'����0��19� `��Q 92�" 0 97, _ ��.0:7,8��,�0 75 0`89 � �` ,�. �.�, 0 34 �:��,�, �>���.�„ ���`��; � ,.�,�,� � � �_�,.�� � � �� �,� Uniform Delay, d1 24.2 25.5 25.6 22.9 21.7 28.3 31.8 26.5 25.3 30.2 24.9 ���r:�s°.� . �� �. ��,�•. "r'�'�:�a �° t�� r °^-. �°� -^.'��,"�""""�.. �s�-�--��ww��..'.�-�'�.�..-� m� '�.'�.e Progression Factor��; ���; ��0 62,�� 0 61 ����0 6�1��1�OO� ��100� �0 88 �= 0�,84,��,,�1_��0 74�:���0;40 ;��'���� Incremental Delay, d2 0.3 1.4 3.3 1.0 0.5 0.5 26.3 14.7 11.3 4.7 4.6 Delay��s)��.;����a:���� 5�� �17�f��,��18�8�`���24�0,�`� 2-���.�28 8�"��`�54� ���37 0 � 45 3���.�??`�,1��� ������' ���� Level of Service B B B C C C D D D� C� B .^�-^�^ .^' an-m- "'c r x "£- :R's�` � ^s. -z ^ "'ar 7 a^ . *'C t.?' - 'N +'F.:£ Approach�Delay�s) ���-�' � �169��� p �,-� �� �� �253 �� �'�� ^ �-� = 413� s���" ��"��� 16=6�� � �� �«,��....�.,�..t , . �:�,�dr,a.,e'�'.�aa�.., s�+�::.,.,��..sa,f ����,.` ?�� � t�= .��.����:�.�,s.�.:�..�:-�:._._,�: �,.. .v.��,� �=w,'�.�::..:s�'.,:� .u..�..�.!-�.._,�? , »u �.�.��.,�. �,.�ss�.� Approach LOS B C D B � � �� � .. e e �o�� : �►!. , k -� . . a �. � , _ ._s.�, __ . .� . . � HCM Average Control Delay 28.3 HCM Level of Service C HCN1 Uolume to �C a aCl �fB�lOzs�� �s�;��=-��� ��� � 78��.�. ���.�� ����� ..� `�y ����?°�'� a.� �� �.�. 3 i •��.� �'�::�� �� P �Y � �z� � � �- � � '�� � -�� ���, �.;� Actuated Cycle Length (s) 70.0 Sum of lost time (s) 12.0 c+, -�_ :,�- ^°� -�r° -s ,e r'v °t a� *,� �^- *"°°'� � x -� z�, -rEU. .� '� ""�"�" 'c�'s � .ar' � Intersection Capac�ty�lltilization ��� �� 4 67 4%0� _ ����ICU�Level of#SeNice����� �°��' ����C����� �� ��`�'� �`� `� � � � _ . �.�. a,�.?�� Y,�..�.�,v.�.,�i, s� ��.'.��... . e; �.�..�....,,�„�«,� .. �`..,�3�"��a�, . ,+:.�..>,�.�.�,,,��'�..�-s�-..�.,.a`a�+..,.��3�� Analysis Period (min) 15 �-, �: r� � «rn° ,sz�v� -�,x �"" �<� z � , '-`�x�... -k �' �i3 �� "�,`, �� �.'"4,y^'�.�, . �^� ��'� a =�` s��s ,� ^m �.�.s� �i"'� c,�CnticalLaneGroup�.�����-����������.�����`�,_��� ����.�,. .. .:���� ���.�.'�",.��.���"�; Crossroads Church Traffic Impact Analysis Synchro 8 Report C:\TRAMES10064-00021SYNCHR01201310Y 2013 WP_Sunday.syn 12/5/2012 E-7 HCM Signalized Intersection Capacity Analysis Opening 1(ear (2013) WP Conditions 8: Winchester Rd. (EW) Sunday Peak Hour � � 1� 1�'� � � � � �-�l � I� 1t.. �oYe_e�t� ` ����-��'".� ,NET�� ?NER� ,..S1NL . SWT.,T�.SIN,� Lane Configurations �� �� �+ �� �* � �� �N � �� ���, Volume�(u���,���� 141.�, 435.���;�,254, ��'�,;Y,y260,��' 325����� 326s;�N�230,;:�v.'8 �3fi �-� 228;,;� �635';�.,k�127,6'��`��125 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Tota Lost;time (s) � ��',.4 0� �F �4 0 ° �,�4 O z�=�4 0 " y �� .4.U-� > 4.0"' fl�'<4.0�=� �-�,4:O „�4i.0� �_ �.�� �..v,�..�..�„�.,� ���� yw.0 � ,x�.�'1 :S.`• � . F,� � � Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 FR, �.�� ,�� �1�00� ��100�=�- 0 85�s 100���'�100�0 85 ��� 1 OOy:� F��1�00 �"��'0 85%�`��0:99�� t.�.. _. _ .. . . .. . .. _ . _ _ _ Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd.� � ot �'�� � ���3433, � ��; �= 1,583;�� 3433fi��'� "'�' � n, � � > � � .M� (p )���,,, 3539 w _ 3539 �,� 1583�, 3433 -� 5Q85 �. �1583-� 3433� # .�5017. Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.0 0.95 1.00 �-�-=�-�z�=� =----zY3---�-�..- , �, -�,�,�; Satd;3Flo,w�(perm}..�;:�����,._"�3,433��,�3539�:�-;1583,��::_,3433�=_��3539��'��1583,�,3„433_,:,��5085�',�:1583„� � Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 �'� � `145� '` 4 8�'�262� 268 �"��..�."---� �------�-�-�- 4 --�-_.�._,�_�.._ Ad��Flow:(upti),�� , .� _ ,;� � �.,��335::".�r336,.;. � 23];,�, 862:�:2 35=; 655:,�..; 129 RTOR Reduction (vph) 0 0 236 0 0 259 0 0 212 0 17 0 L na ewGr uo p Flow;�( h� y"' ��145 8;�,;',��, 26��� 26 ;:: �,335 ��',. 77� 4�237:��.��862�'� '�23;��'�t�655 �� 142Z;� ,...�.' „: 0 Tum Type Prot NA Over Prot NA Over Prot NA Over Prot NA Prot ctee d Ph�ases ��= ��.��-�� �' �6 `<`�-, i 3. =�`�� " �'�'�" 3�< Y�7.� � � 4� � �-5:; >,���3�"�:ag *� Permitted Phases � ��} � .. �,.:. �,��. � ���.�..�..���.. '�� . ° •� Y ,�3 6:8 : � 16 0 : �24'2� �� �� ActuatedGreen �� s� �:� ��4 8�-�<.� 6 8� 18 0,16 0 t 7'U� x 15 2_� -� � x �� Effective Green, g(s) 4.8 16.0 7.0 6.8 18.0 16.0 7.0 15.2 6.8 16.0 24.2 `�"��"` N4 S �' Sl �_ � 5 A , .X� P�� �R�� ' �i �J.�� Y Actuated.g/C�Raho ��`�,,�„� � 0 07 �0 23� , ,�010 � 010 S�t0 26 � 0 23 �,.�010;� 0 22 :�,�R010� �.�,.0 23a� �0 35 ��.�;,�- Clearance Time (s) 4.0 4.0 4.0 4.0 4:0 4.0 4.0 4.0 4.0 4.0 4.0 U,efiicle�Exfension'( )�-.�.���� �3 0�.� _�. 3 0_ ���3 0,���.t�3 0.,�;��53 0.* �n=��3�0;���?�3'_0�;,���3;0 li'�`,�, .:L3 0' �.€i3iU�,'�� - Lane Grp Cap(vph) 235 809 158 333 910 362 343 1104 154 785 1734 vJs''�Rat�a Prot ��`�� � �0 04 ��c013� � 0 02�.: :�c0 08 � 0 09:�� 0 05 ��~�0 07�� 0�17 � R 0` 0�1�Y;,�c0-19�` �c0 28�,`'�'�� �rt„a..:.� �.�;>�'n^'�, m�:. .�. a; � c�.s,.' . .e�s°r. n �� «�. .�.�.....s_r� � � v/s Ratio Perm v/c Ratio �., °�,�� ��.. �� 0�62���� 0 55 '� .1 �;.���; 0 80 0 73 `:�� 0 21-�, 60 9�.'a0 78 r 0:1'5q�Osg3`:"�'�sp g2�'�� ��' �� � __� � �:. _ �t Uniform Delay, d1 31.7 23.8 28.8 30.9 21.3 21.9 30.5 25.8 28.9 25.7 20.9 Progression Factor�����..� �=1 00�-�� 00 ��1 00; �, 100 �=��100'� 1�00� 0 94 �0 28_��;4,�13°��,�1:qQ��,��.�1;00:,,"���°��� Incremental Delay, d2 4.8 2.7 0.5 13.2 1.1 0.3 3.0 2.8 0.2 7.6 4.6 De y(s)�� ��.���,��. �� ��.36 5���`�26 6� :r 29 3�;�� 22 5�v��;� 22 2� � 31.•.-6;�:�� s1�119.9<.�;33:4 Level of Service D C C D C C C A F C C s°E-.;-y�r-�"..»r�-:""�,[.?�� „Y x :�a:�^'� ,� .>.^u� �a� v .b•:".,`z��'�B'' Se45....it�„�x"'�+""�T:j' 33'�2+'�iri'J` t � i?; 'Pt i� � 't . �� x �"C' . ;��• Approach Delay (s) . :� :���. �_-��.�.� ��:_.. � , �r� ��, „�° � �:�.� �28 �� . .. .�7.y:...a._.�_..`_%�-_-��...s�.�a....,-w �.,:4�=�.�'s_...s.=:, Approach LOS C C C C . u . _ .. . �2FSGC�tQFiF�SC1€i1PT12 _ . :;�;; _--- <`�?`�'' w-..w.:'. �. L�::.> � `Y" i� - �_'��..:<"t�, i? .K .t�?�;-: ,,. ,. .. ,.a .. . � . . . _ .. _ HCM Average Control Delay 29.6 HCM Level of Service C $ ° �a�rs��c�> °`�-r'"�-:� � �t "�'mska�-�°-�r`�np�"°�,� �' � ��+{ � � ` �.4. �� � �, F a �w ,r,��'�'ks�'�`� HCM..Volume�to Capaci,ty rat�o�u�a �� �� � �1 :�: 0 73_ � � � � � .� � � < �-..� ��. ��� �� ` � 4 4x=: �}..� 3 "� �.�.. �ss..:.��_..3 �.��.r�c-��� � a3x�x. s� -��u. *..,,.:...��.�, Actuated Cycle Length (s) 70.0 Sum of lost time (s) 12.0 �;a^--�'r^^ r'^°^ � i�c'�'�-r� 0 Y':'�X ! �...,_ u�- y y 'f }'k . 1,�4 J�'e�i'"•"'������ Intersection Capacity�UUlizat�on, ,� ���� .��;67 0 /o , Level df�,_ Serwce;,� � T � y� � , t4� �G z ���- n �,�.���� � - .�5�.��,�,.�:�,.�..����.:1��;s�;.�:��m..s Analysis Period (min) 15 �°°°.^z-r�����r "y�"`�r' i'� �G � .sc 3" � t-. .r�'�° "'".� 11"� �'^..� � x ,�""'ti'�T` �s �w : � ,p *ek�"� �`� T p�"�' f , t ' r .'�` '� c Cntical=Lane Group. �.���.�.������.����i��-�� �.�,;a.-a.��� .� ,�.���� �'�`�,�,'��$ �'�: '���.��.�Mt ��J Crossroads Church Traffic Impact Analysis Synchro 8 Report C:\TRAMES10064-00021SYNCHRO\201310Y 2013 WP_Sunday.syn 12/5/2012 E-8 NOTICE OF PUBLIC HEARING ��\I//� O =�� �;� Notice of Public Hearing ��F�[.,:a:. Y+ u `;"•�1989`;�w: A PUBLIC HEARING has been scheduled before the City of Temecula Planning Director to consider the matter described below: Case No: PAl2-0073 Applicant: Howard Parsell, on behalf of Crossroads Church Proposal: A Minor Conditional Use Permit and Minor Modification application to allow Crossroads Church to operate within an existing industrial building located at 26090 Ynez Road. The project will be constructed in two phases. Modifications include an expansion of on and off-site parking spaces and new doors for access to the structure on the front elevation Environmental: In accordance with the California Environmental Quality Act (CEQA), the proposed project is exempt from further environmental review and a Notice of Exemption will be adopted in compliance with CEQA Section 15311, Class 11, Accessory Structures (Small Parking Lot) Section 15301, Class 1, Existing Facilities (Exterior Doors/Pedestrian Pathway) Case Planner: Eric Jones, Assistant Planner, (951) 506-5115 Place of Hearing: City of Temecula, Great Oak Conference Room Date of Hearing: July 25, 2013 Time of Hearing: 1:30 p.m. f �� `�'''"���1jI�r �. +� "� t� N t ! ;� � ` / � � :�r �r� � v }. ���+�r; � ( ,3is .,� �� 7 � ";� •..`� - c,Y��� n,. : . � .i � `» ���� , a���� ��6r,�`, `r x . � P.'�l?-00?3 ,' �' ��� ����� _ O � 0 250 500 P \,��� � F � Feet ��,_� � .--�`` G �� \ t x 4 '.�-= � --�`J .! � The agenda packet (including staff reports) will be available for viewing in the Main Reception area at the Temecula Civic Center (41000 Main Street, Temecula) after 4:00 p.m. the Friday before the Director's Hearing. At that time, the packet may also be accessed on the City's website — www.cityoftemecula.org. Any Supplemental Material regarding any item on the Agenda, after the posting of the Agenda, will be available for public review in the Main Reception area at the Temecula Civic Center (41000 Main Street, Temecula), 8:00 a.m. — 5:00 p.m. In addition, such material will be made available on the City's website — www.cityoftemecula.org — and will be available for public review at the respective meeting. If you have any questions regarding any item of business on the Agenda for this meeting, please call the Planning Department, (951) 694-6400. G:\PLANNING�2012\PAl2-0073 Crossroads Church CUP\Planning\Hearing\DH NOPH.doc