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09-80 Resolution No. 09-80 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MENIFEE APPROVING TENTATIVE PARCEL MAP #35899 Whereas, the applicant, Regent Center, DBA Menifee Marketplace, LLC., filed a formal application with the County of Riverside for Tentative Parcel Map#35899 to subdivide 14.04 net acres into ten (10) commercial parcels ranging in size from 0.48 acres to 2.34 acres and one (1) 0.26 acre lot for a detention basin that make up the Newport Square Shopping Center; and Whereas, on April 7, 2009, the City Council held a duly noticed public hearing on Tentative Parcel Map#35899, and continued the item to April 21St to allow staff to bring forward additional information, and Whereas, on April 21, 2009, the City Council considered public testimony and materials in the staff report and accompanying documents, which hearing was publicly noticed by a publication in the newspaper of general circulation, an agenda posting, and notice to property owners within 1,000 feet of the project site boundaries; and Whereas, on April 21, 2009, the City Council made the following findings for Tentative Parcel Map#35899: 1. The project site is surrounded by properties which are zoned Specific Plan No. 158, Planning Area No. 3-1 (Commercial) to the north, Specific Plan No. 247, Planning Area No. 2 (Very High Density Residential) to the east, Specific Plan No. 247, Planning Area No. 3 (Medium Density Residential) to the south, and Specific Plan No. 158, Planning Area No. 2-11 (Commercial) to the west. 2. Similar commercial and educational uses along Newport and Menifee Road have been constructed or are operating in the project vicinity, such as the Menifee Town Center at Newport and Antelope Road, the Menifee Marketplace at Newport and Haun Road, and the Menifee Union School District facility on Menifee Road just south of Newport. 3. This project is not located within a Criteria Area of the Multi-Species Habitat Conservation Plan. 4. Pursuant to Article XI, Section 15164, if some changes or additions in a project are necessary but none of the conditions described in Section 15162 calling for the preparation of a subsequent Environmental Impact Report (EIR) have occurred, the lead agency shall prepare an addendum to a previously adopted EIR. An Addendum to Environmental Impact Report No. 327 has been prepared for the following reasons: a. Only minor additions have occurred and none of the conditions described in Section 15162 calling for the preparation of a subsequent EIR have occurred. b. The project does not propose substantial changes in the project which would require major revisions to the previously adopted EIR. c. No new significant environmental effect or substantial increase in the severity of previously identified significant effects would occur. d. No substantial changes have occurred with respect to the circumstances under which the project is undertaken. e. No new information of substantial importance has arisen, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was adopted. f. The previously adopted Environmental Impact Report identified the following potentially significant impacts: a. Air Quality b. Biological Resources c. Agriculture d. Noise e. Transportation/Traffic 5. Minor additions to the project have occurred which warrant an update to the following sections of Environmental Impact Report No. 327: Biological Resources; Geology/Soils, Hazards and Hazardous Materials; Water Quality & Hydrology; Planning; and Transportation. .The Addendum to Environmental Impact Report No. 327 (EA41722) determined that the minor additions to the project will not increase impacts related to the sections listed above to a potentially significant level. These listed impacts will be fully mitigated by the measures indicated in the environmental assessment, conditions of approval, and attached letters. No other significant impacts were identified. NOW, THEREFORE, the City Council of the City of Menifee resolves and orders as follows: 1. The Findings set out above are true and correct. 2. Tentative Parcel Map#35899 is hereby approved and is subject to the Conditions of Approval in Exhibit "A" to this resolution. PASSED, APPROVED AND ADOPTED this 21St day of April, 2009, by the following vote: ' AYES: NOES.vfYLG*—U ABSENT:O'LLUD ABSTAIN:vyVD*J.- Wallace W. Edgerton, Mayor Attest: Kathy Bennett, City Clerk EXHIBIT "A" Conditions of Approval Tentative Parcel Map#35899 Newport Square Shopping Center Project Description: Tentative Parcel Map No. 35899 The land division hereby permitted is for a Schedule E subdivision of 14.04 net acres into ten (10) commercial parcels ranging in size from 0.48 acres to 2.34 acres and one (1) 0.26-acre parcel for a detention basin. The approved version shall be Tentative Parcel Map No. 35899, Amended No. 1, dated December 5, 2008. General Conditions 1. On October 1st, 2008 the City of Menifee incorporated. At the time the City incorporated it was required to accept all the laws and ordinances of the County of Riverside. Over time the City will change these ordinances either by name or content. The applicant or successor in interest of this project will be subject to ordinances of the City of Menifee and not those of the County of Riverside that the City has jurisdiction over. Therefore, any condition of approval listed in this project that references a County of Riverside Ordinance, will in fact be subject to the equivalent City ordinance or subsequent ordinance introduced by the City. The applicant or their successor in interest by accepting these conditions also agrees to accept the equivalent City ordinance or subsequent ordinance introduced by the City. CITY OF MENIFEE 2. The developer/applicant shall indemnify, protect, defend, and hold harmless, the City and County and any agency or instrumentality thereof, and/or any of its officers, employees and agents (collectively the "City and County") from any and all claims, actions, demands, and liabilities arising or alleged to arise as the result of the applicant's performance or failure to perform under this project or the City's and County's approval thereof, or from any proceedings against or brought against the City or County, or any agency or instrumentality thereof, or any of their officers, employees and agents, to attack, set aside, void, annul, or seek monetary damages resulting from an action by the City or County, or any agency or instrumentality thereof, advisory agency, appeal board or legislative body including actions approved by the voters of the City, concerning Tentative Parcel Map No. 35899, Conditional Use Permit No. 3581, Variance No. 1547, Environmental Assessment No. 41722, and Addendum to Environmental Impact Report No. 327. HOLD HARMLESS 3. The project developer/land divider has 90 days from the date of approval of these conditions to protest, in accordance with the procedures set forth in Government Code Section 66020, the imposition of any and all fees, dedications, reservations and/or other exactions imposed on this project as a result of this approval or conditional approval of this project. 90 DAYS TO PROTEST 4. Every person conducting a business within the unincorporated area of Riverside County, as defined in Riverside County Ordinance No. 857, shall obtain a business license. For more information regarding business registration, contact the Business Registration and License Program Office of the Code Enforcement Department at www.rctlma.org.buslic. BUSINESS LICENSING 5. The subdivider/owner shall comply with the "Design Standards & Guidelines, Third And Fifth Supervisorial Districts, County Of Riverside," adopted by the Board of Supervisors, July 17, 2001. 3RD & STH DIST DSGN STDS 6. This land division shall comply with the State of California Subdivision Map Act and to all requirements of Ordinance No. 460, Schedule E, unless modified by the conditions listed herein. MAP ACT COMPLIANCE 7. There shall be no offsite signage associated with this land division, except as otherwise provided by Ordinance No. 679.3 (Kiosk Program). NO OFFSITE SIGNAGE 8. No off-highway vehicle use shall be allowed on any parcel used for stockpiling purposes. The landowners shall secure all parcels on which a stockpile has been placed and shall prevent all off-highway vehicles from using the property. OFF- HIGHWAY VEHICLE USE 9. Should the applicant choose to phase any portion of this project, said applicant shall provide off-site access roads to County maintained roads as approved by the Transportation Department. OFF-SITE PHASE Grading 10. Improvements such as grading, filling, over excavation and recompaction, and base or paving which require a grading permit are subject to the included Building and Safety Department Grading Division conditions of approval. GIN INTRODUCTION 11. All grading shall conform to the California Building Code, Ordinance 457, and all other relevant laws, rules, and regulations governing grading in Riverside County and prior to commencing any grading which includes 50 or more cubic yards, the applicant shall obtain a grading permit from the Building and Safety Department. G1.2 OBEY ALL GDG REGS 12. Ordinance 457 requires a grading permit prior to clearing, grubbing, or any topsoil disturbances related to construction grading. G1.3 DISTURBS NEED G/PMT 13. Graded but undeveloped land shall provide, in addition to erosion control planting, any drainage facility deemed necessary to control or prevent erosion. Additional erosion protection may be required during the rainy season from October 15 to April 15. G1.5 EROS CNTRL PROTECT 14. All necessary measures to control dust shall be implemented by the developer during grading. PM10 plan may be required at the time a grading permit is issued. G1.6 DUST CONTROL 15. Grading in excess of 199 cubic yards will require performance security to be posted with the Building & Safety Department. G2.1 GRADING BONDS 16. Erosion control - landscape plans, required for manufactured slopes greater than 3 feet in vertical height, are to be signed by a registered landscape architect and bonded per the requirements of Ordinance 457 (refer to dept. form 284-47). G2.3SLOPE EROS CL PLAN 17. Grade slopes shall be limited to a maximum steepness ratio of 2:1 (horizontal to vertical) unless otherwise approved. G2.5 2:1 MAX SLOPE RATIO 18. A slope stability report shall be.submitted and approved by the County Geologist for all proposed cut or fill slopes steeper than 2:1 (horizontal to vertical) or over 30 feet in vertical height - unless addressed in a previous report. G2.6SLOPE STABL'TY ANLY 19. Minimum drainage grade shall be 1% except on Portland cement concrete where 0.35% shall be the minimum. G2.8MINIMUM DRNAGE GRAD 20. Provide drainage facilities and terracing in conformance with the Uniform Building Code's chapter on "EXCAVATION & GRADING". G2.9DRNAGE & TERRACING 21. Observe slope setbacks from buildings & property lines per the Uniform Building Code as amended by Ordinance 457. G2.10 SLOPE SETBACKS 22. Graded slopes which infringe into the 100-year storm flow flood way boundaries, shall be protected from erosion, or other flood hazards, by a method acceptable to the Building & Safety Department's District Grading Engineer - which may include Riverside County Flood Control & Water Conservation District's review and approval. However, no graded slope will be allowed which in the professional judgment of the District Grading Engineer blocks, concentrates or diverts drainage flows. G2.12SLOPES IN FLOODWAY 23. A recorded easement is required for lot-to-lot drainage. G2.17LOT TO LOT DRN ESMT 24. All off street parking areas, which are conditioned to be paved, shall conform to Ordinance 457 base and paving design and inspection requirements. G2.23 OFFST. PAVED PKG 25. A grading permit will not be issued, by the Building and Safety Department, for any parcel (s) of this subdivision unless an appropriate land use permit has also been issued and approved, by the Planning Department, for that same parcel (s). G2.24LU PMT TO GRD SUB 26. Prior to the issuance of any building permit, the property owner shall obtain a grading permit and/or approval to construct from the Grading Division of the Building and Safety Department. G.3.1 NO B/PMT W/O G/PMT 27. Lots, which propose retaining walls, will require separate permits. They shall be obtained prior to the issuance of any other building permits - unless otherwise approved by the Building and Safety Director. The walls shall be designed by a Registered Civil Engineer - unless they conform to the County Standard Retaining Wall designs shown on the Building and Safety Department form 284- 197. G3.3RETAINING WALLS 28. Cribwall (retaining) walls shall be designed by a qualified professional who shall provide the following information for review and approval - this shall be in addition to standard retaining wall data normally required. The plans shall clearly show: soil preparation and compaction requirements to be accomplished prior to footing-first course installation, method/requirement of footing-first course installation, properties of materials to be used (i.e. Fc=2500 p.s.i.). Additionally special inspection by the manufacturer/dealer and a registered special inspector will be required. G3.4CRIB/RETAIN'G WALLS 29. Plant & irrigate all manufactured slopes steeper than a 4:1 (horizontal to vertical) ratio and 3 feet or greater in vertical height with grass or ground cover; slopes 15 feet or greater in vertical height shall be planted with additional shrubs or trees or as approved by the Building & Safety Department's Erosion Control Specialist. G4.1 E-CL 4:1 OR STEEPER Health 30. All lots under Parcel Map No. 35899/Conditonal Use Permit No. 3581 are proposing Eastern Municipal Water District water and sewer service. It is the responsibility of the developer to ensure that all requirements to obtain water and sewer service for each lot are met with EMWD, as well as, all other applicable agencies. Any existing septic system(s) and/or well(s) must be properly abandoned under permit with the Department of Environmental Health (DEH). EMWD WATER AND SEWER Fire 31. Blue retroreflective pavement markers shall be mounted on private streets, public streets and driveways to indicate location of fire hydrants. Prior to installation, placement of markers must be approved by the Riverside County Fire Department. 450-BLUE DOT REFLECTORS 32. The water mains shall be capable of providing a potential fire flow 4000 GPM and an actual fire flow available from any one hydrant shall be 2500 GPM for 2-hour duration at 20-PSI residual operating pressure. 415-POTENTIAL FIRE FLOW 33. Approved super fire hydrants, (6"x4"x 2-2 1/2") shall be located at each street intersection and spaced not more than 330_ feet apart in any direction, with no portion of any lot frontage more than 165_ feet from a fire hydrant. 414- COM/RES HYD/SPACING 34. A combination of on-site and off-site super fire hydrants, on a looped system (6"x4"x 2-2 1/2"), will be located not less than 25 feet or more than 165 feet from any portion of the building as measured along approved vehicular travel ways. The required fire flow shall be available from any adjacent hydrants(s) in the system. -#19-ON/OFF LOOPED HYD 35. Minimum required fire flow shall be 2500 GPM for a 2-hour duration at 20-PSI residual operating pressure, which must be available before any combustible material is placed on the job site. Fire flow is based on type VB construction per the 2007 CBC and Buildmg(s) having a fire sprinkler system. 423-MIN REQ FIRE FLOW Flood Control 36. Conditional Use Permit No. 3581 proposes the construction and operation of a commercial/office center on 14.04 net acres and Parcel Map No. 35899 proposes a Schedule E subdivision of 14.04 net acres into 11 lots. The site is located in the Sun City/Menifee area, north of Rockport Road, south of Newport Road, east of Menifee Road, and west of Laguna Vista Drive. This site is within Tract Map No. 30422 for which conditions of approval have been issued but will be reviewed as a standalone case. These projects have been concurrently reviewed. It should be noted that the project and mitigation areas includes Lots 2 through 10. The project does not include the development, or mitigation, of Lots 1 and 11. A Letter of Map Revision (LOMR), dated August 29, 2008, was obtained from FEMA (Case No. 08-09-1064P) revising the floodzone designation to Zone C. Except for nuisance nature local runoff that may traverse portions of the property, the project is considered free from ordinary storm flood hazard. However, a storm of unusual magnitude could cause some damage. A storm drain constructed as part of Tract Map No. 30422 on Laguna Vista Drive would serve as an outlet to the onsite storm runoff. However, the capacity of this stormdrain is limited to a flowrate of 10.2 cubic feet per second (cfs). An underground detention basin is also proposed at the southeast corner of the site. The underground detention basin serves to reduce the site's runoff to an acceptable flowrate prior to outletting to Line C in Laguna Vista Drive (constructed by Tract 30422-1). Thus, the basin shall be designed to meter down the flows to the design capacity of Line C 100-year flowrate of 10.2 cfs. Though the project only includes the development and mitigation of Lots 2 through 10, the 10.2 cfs maximum flowrate applies to the entire parcel map (Lots 1 through 11). To mitigate the development's water quality impacts, the developer has proposed a series of bioswales and porous pavement (pervious pavers). Although, Lot 2 requires additional porous pavement, there is sufficient area within the project site to accommodate this. It should also be noted that though vegetated swale is called out in the plan, bioswales will be used to adequately address the pollutants of concerns for the project. Conditions of approval are based on providing the above adequate treatment BMPs, as agreed upon in phone and e-mail correspondence from DRC, Inc (the project engineers), during final design. The porous pavement and bioswales appears to mitigate water quality impacts caused by the development and the underground detention basin appears to meet the target flowrate. FLOOD HAZARD RPT 12/23/08 37. The property's grading shall be designed in a manner that perpetuates the existing natural drainage patterns with respect to tributary drainage area, outlet points and outlet conditions; otherwise, a drainage easement shall be obtained from the affected property owners for the release of concentrated or diverted storm flows. A copy of the recorded drainage easement shall be submitted to the District for review. PERP DRAINAGE PATTERNS 38. This project proposes BMP facilities that will require maintenance by public agency or commercial property owner association. To ensure that the public is not unduly burdened with future costs, prior to final approval or recordation of this case, the District will require an acceptable financial mechanism be implemented to provide for maintenance of treatment control BMPs in perpetuity. This may consist of a mechanism to assess individual benefiting property owners, or other means approved by the District. The site's treatment control BMPs must be shown on the project's improvement plans - either the street plans, grading plans, or landscaping plans. The type of improvement plans that will show the BMPs will depend on the selected maintenance entity. WQMP ESTABL MAINT ENTITY 39. The subdivider shall record sufficient documentation to advise purchasers of any lot within the subdivision that the owners of individual lots are responsible for the maintenance of the drainage facility within the drainage easements shown on the final map. OWNER MAINT NOTICE 40. The 10-year storm flow shall be contained within the curb and the 100-year storm flow shall be contained within the street right of way. When either of these criteria is exceeded, additional drainage facilities shall be installed. The property shall be graded to drain to the adjacent street or an adequate outlet. 10 YR CURB - 100 YR ROW 41. To comply with the WQMP a developer must submit a "Project Specific" WQMP. This report is intended to a) identify potential post-project pollutants and hydrologic impacts associated with the development; b) identify proposed mitigation measures (BMPs) for identified impacts including site design, source control and treatment control post-development BMPs; and c) identify sustainable funding and maintenance mechanisms for the aforementioned BMPs. A template for this report is indicated as 'exhibit A' on the website above. A final Project Specific WQMP must be approved by the District prior to issuance of building or grading permits. Projects that require a Project Specific WQMPs were required to submit a PRELIMINARY Project Specific WQMP along with the land-use application package in the tentative phase of development in order to obtain recommended conditions of approval. The developer has submitted a report that minimally meets the criteria for a preliminary project specific WQMP of addressing points a, b, and c above. It shall be noted that while the preliminary project specific WQMP was adequate at that stage, the preliminary WQMP report will need significant revisions at the improvement plan check phase of the development in order to meet the requirements of a final project specific WQMP - including detailed drawings for the BMPs along with all supporting calculations. It should also be noted that if 401 certification is necessary for the project, the Water Quality Control Board may require additional water quality measures. SUBMIT FINAL WQMP>PRELIM 42. An underground detention basin is also proposed at the southeast corner of the site. The underground detention basin serves to reduce the site's runoff to an acceptable flowrate prior to outletting to Line C in Laguna Vista Drive (constructed by Tract 30422-1). Thus, the basin shall be designed to meter down the flows to the design capacity of Line C 100-year flowrate of 10.2 cfs. Though the project only includes the development and mitigation of Lots 2 through 10, the 10.2 cfs maximum flowrate applies to the entire parcel map (Lots 1 through 11). METER DOWN FLOWRATE—BASIN 43. Drainage facilities outletting sump conditions shall be designed to convey the tributary 100-year storm flows. Additional emergency escape shall also be provided. 100 YR SUMP OUTLET Planning 44. If human remains are encountered, State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the Riverside County Coroner has made the necessary findings as to origin. Further, pursuant to Public Resource Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. If the Riverside County Coroner determines the remains to be Native American, the Native American Heritage Commission shall be contacted within a reasonable timeframe. Subsequently, the Native American Heritage Commission shall identify the "most likely descendant." The most likely descendant shall then make recommendations and engage in consultation concerning the treatment of the remains as provided in Public Resources Code Section 5097.98. IF HUMAN REMAINS FOUND 45. If during ground disturbance activities, unique cultural resources are discovered that were not assessed by the archaeological report(s) and/or environmental assessment conducted prior to project approval, the following procedures shall be followed. Unique cultural resources are defined, for this condition, as being multiple artifacts in close association with each other, but may include fewer artifacts if the area of the find is determined to be of significance due to its sacred or cultural importance. a. All ground disturbance activities within 100 feet of the discovered cultural resources shall be halted until a meeting is convened between the developer, the archaeologist, the Native American tribal representative and the Planning Director to discuss the significance of the find. b. At the meeting, the significance of the discoveries shall be discussed and after consultation with the Native American tribal representative and the archaeologist, a decision shall be made, with the concurrence of the Planning Director, as to the appropriate mitigation (documentation, recovery, avoidance, etc.) for the cultural resources. c. Grading of further ground disturbance shall not resume within the area of the discovery until an agreement has been reached by all parties as to the appropriate mitigation. INADVERTENT ARCHAEO FIND 46. The development of these premises shall comply with the standards of Ordinance No. 348 and all other applicable City ordinances and State and Federal codes. The development of the premises shall conform substantially with that as shown on APPROVED EXHIBIT A, unless otherwise amended by these conditions of approval. COMPLY WITH ORD./CODES 47. Any subsequent submittals required by these conditions of approval, including but not limited to grading plan, building plan or mitigation monitoring review, shall be reviewed on an hourly basis (research fee), or other such review fee as may be in effect at the time of submittal, as required by Ordinance No. 671. Each submittal shall be accompanied with a letter clearly indicating which condition or conditions the submittal is intended to comply with. FEES FOR REVIEW 48. County Geologic Report (GEO) No. 2106, submitted for this project (CUP03581 & PM35899), was prepared by Krazan & Associates, Inc. and is entitled: "Supplemental Geotechnical Engineering Investigation, Proposed Newport Square, SWC Newport Road and Laguna Vista Drive, Menifee, California, Project No. 112-06064", dated July 29, 2008. In addition, Krazan & Associates provided the following reports: "Geotechnical Report of Rough Grading, Commercial Sites, Rockport Road (Street "A") West of Laguna Vista Drive, And Laguna Vista Drive North of Rockport Road (Street "A"). "The Lakes" Development, Tract 30422, Menifee Area of Riverside County, California, Project No.: 103241-30" prepared by LGC Inland, Inc. and dated November 1, 2005. "Geotechnical Engineering Investigation, Proposed Newport Square, SWC Newport Road and Laguna Vista Drive, Menifee, California, KA Project No. 112- 06064" prepared by Krazan & Associates and dated October 23, 2006. "Supplemental Geotechnical Engineering Investigation, Proposed Newport Square, SWC Newport Road.and Laguna Vista Drive, Menifee, California, KA Project No. 112-06064" prepared by Krazan & Associates and dated July 29, 2008, Revised October 27, 2008. "Comment Response Letter, Proposed Newport Square, SWC Newport Road and Laguna Vista Drive, Menifee, California, KA Project No. 112-06064" dated October 28, 2008. "Comment Response Letter #2, Proposed Newport Square, SWC Newport Road and Laguna Vista Drive, Menifee, California, KA Project No. 112-06064" dated December 2, 2008. These additional reports are now included as part of GEO 2106. GEO No. 2106 concluded: 1.Based on review of published literature, site mapping, previous geotechnical reports from the general area and aerial photo review, there is no evidence of active faulting crossing or trending toward this site. Therefore there is a low potential for this site to be affected by surface fault rupture. 2.Due to the depth to groundwater beneath this site and the relatively dense native soils underlying this site, there is a low potential for this site to be affected by seismically induced liquefaction. 3.Except for the potential for this site to be affected by strong seismic shaking, there is a low potential for this site to be affected by other secondary seismic hazards such as seiche/tsunami, seismically induced flooding or seismically induced landsliding or rockfall. 43he previously placed engineered fill soils exhibit a moderately high swell potential and improvements placed on these soils will require some form of mitigation, whether by replacement of the expansive soils with lower expansion soils or foundation improvements to resist the effects of soil expansion. GEO No. 2106 recommended: 1.To reduce the potential for distress due to expansive soils, the upper 24 inches of soil within the area of the building slabs or exterior flatwork should be replaced with non-expansive fill soils. In lieu of replacing these soils, the buildings may be supported on post-tensioned slabs and flatwork may be constructed with enhanced reinforcement as needed. All fill soils in areas to receive building slabs and concrete flatwork should be sampled and tested after grading to determine the expansion index of the soils utilized for the fills and recommendations for additional required reinforcement or post-tension design provided based on the results of that testing. 2.Due to the potential for this site to be affected by strong seismic shaking, all proposed construction should be designed in accordance with all applicable seismic design provisions of the recently adopted California Building Code (CBC 2007). 3.Any removals should expose either existing fill soils or native soils exhibiting an in-place relative compaction of at least 90% and have a moisture content of +/- 3% of optimum moisture as determined by ASTM D1557-00 prior to preparing these areas to place fill. The approved removal bottoms should be scarified to a depth of 8 inches, moisture conditioned to near optimum moisture content and compacted to a minimum of 90% of the maximum dry density prior to placing any fill. 4.The removed soils may be reused as fill soils provided they are cleaned of any organics or other deleterious materials. All fill soils should be placed in approximately 6 inch lifts, moisture conditioned as necessary and compacted to a minimum of 95% of the maximum dry density for granular soils and 90% of the maximum dry density for the site soils that are more cohesive and have a higher clay content. The maximum dry densities and optimum moisture contents of the soils utilized for the fills should be determined by ASTM D1557-00 and the in- place densities of the fills should be verified by field density testing. GEO No. 2106 satisfies the requirement for a Geologic Study for Planning / CEQA purposes. GEO No. 2106 is hereby accepted for Planning purposes. This approval is not intended, and should not be misconstrued as approval for grading permit. Engineering and other building code parameters will be reviewed and additional comments and/or conditions may be imposed by the Building and Safety Department upon application for grading and/or building permits. GE002106 Transportation 49. The Transportation Department has reviewed the traffic study submitted for the referenced project. The study has been prepared in accordance with County- approved guidelines. We generally concur with the findings relative to traffic impacts. The General Plan circulation policies require a minimum of Level of Service 'C', except that Level of Service 'D' may be allowed in community development areas at intersections of any combination of secondary highways, major highways, arterials, urban arterials, expressways or state highways and ramp intersections. The study indicates that it is possible to mitigate the project impacts at the following intersections based on the traffic study assumptions. 1-215 Southbound Ramps (NS) at: Newport Road (EW) 1-215 Northbound Ramps (NS) at: Newport Road (EW) Antelope Road (NS) at: Newport Road (EW) Menifee Road (NS) at: Camino Cristal (EW) Newport Road (EW) Project Driveway#1 (EW) (future) Rockport Road (EW) Loire Valley Lane/Tres Lagos Drive (EW) La Piedra Road (EW) Holland Road (EW) Craig Avenue (EW) Project Driveway#2 (NS) (future) at: Newport Road (EW) Linden Gate Lane/Project Driveway#4 (NS) at: Rockport Road (EW) Laguna Vista Drive (NS) at: Newport Road/Domenigoni Parkway (EW) Project Driveway#3 (future) (EW) Rockport Road (EW) Lindenberger Road (NS) at: Domenigoni Parkway (EW) Leon Road (NS) at: Domenigoni Parkway (EW) As such, the proposed project is consistent with this General Plan policy. The associated conditions of approval incorporate mitigation measures identified in the traffic study, which are necessary to achieve or maintain the required level of service. TS/CONDITIONS 50. With respect to the conditions of approval for the referenced tentative exhibit, the landowner shall provide all street improvements, street improvement plans and/or road dedications set forth herein in accordance with Ordinance 460 and Riverside County Road Improvement Standards (Ordinance 461). It is understood that the exhibit correctly shows acceptable centerline elevations, all existing easements, traveled ways, and drainage courses with appropriate Q's, and that their omission or unacceptability may require the exhibit to be resubmitted for further consideration. These Ordinances and all conditions of approval are essential parts and a requirement occurring in ONE is as binding as though occurring in all. All questions regarding the true meaning of the conditions shall be referred to the Transportation Department, STD INTRO 3(ORD 460/461) 51. The developer shall cause building plans to be submitted to the Department of Building and Safety - Plan Check Division for review. Said plans shall be in conformance with the approved TENTATIVE MAP. SUBMIT BUILDING PLANS 52. The land divider shall protect downstream properties from damages caused by alteration of the drainage patterns, i.e., concentration or diversion of flow. Protection shall be provided by constructing adequate drainage facilities including enlarging existing facilities and/or by securing a drainage easement. All drainage easements shall be shown on the final map and noted as follows: "Drainage Easement - no building, obstructions, or encroachments by landfills are allowed". The protection shall be as approved by the Transportation Department. DRAINAGE 1 53. The land divider shall accept and properly dispose of all off-site drainage flowing onto or through the site. In the event the Transportation Department permits the use of streets for drainage purposes, the provisions of Article XI of Ordinance No. 460 will apply. Should the quantities exceed the street capacity or the use of streets be prohibited for drainage purposes, the subdivider shall provide adequate drainage facilities and/or appropriate easements as approved by the Transportation Department, DRAINAGE 2 Prior to a Certain Date 54. The conditionally approved TENTATIVE MAP shall expire three years after the City Council of Menifee original approval date, unless extended as provided by County Ordinance No. 460. Action on a minor change and/or revised map request shall not extend the time limits of the originally approved TENTATIVE MAP. If the TENTATIVE MAP expires before the recordation of the FINAL MAP, or any phase thereof, no recordation of the FINAL MAP, or any phase thereof, shall be permitted. EXPIRATION DATE Prior to Phasing (Unitization) Planning 55. Prior to the approval of an application for a division into units or phasing plan for the TENTATIVE MAP, a conceptual grading plan covering the entire TENTATIVE MAP shall be submitted to the County Planning Department for review and approval. The conceptual grading plan shall comply with the following: a. Techniques which will be used to prevent erosion and sedimentation during and after the grading process shall be depicted or documented. b. Approximate time frames for grading and areas which may be graded during the higher probability rain months of January through March shall be identified. C. Preliminary pad and roadway elevations shall be depicted. d. Areas where temporary grading occurs on any phase other than the one being graded for development at a particular time shall be identified. The approved conceptual grading plan shall be provided to the Building and Safety Grading Division and shall be used as a guideline for subsequent detailed grading plans for individual units or phases of the TENTATIVE MAP. CONCEPTUAL PHASE GRADING 57. Any proposed division into units or phasing of the TENTATIVE MAP shall provide for adequate vehicular access to all lots in each unit or phase, and shall substantially conform to the intent and purpose of the land division approval. No approval for any number of units or phases is given by this TENTATIVE MAP and its conditions of approval, except as provided by Section 8.3 (Division into Units) of Ordinance No. 460. LOT ACCESS/UNIT PLANS Prior to Map Recordation Fire 58. The applicant or developer shall furnish one copy of the water system plans to the Fire Department for review. Plans shall be signed by a registered civil engineer, containing a Fire Department approval signature block, and shall conform to hydrant type, location, spacing and minimum fire flow. Once plans are signed by the local water company, the originals shall be presented to the Fire Department for signature. 446-WATER PLANS 59. ECS map must be stamped by the Riverside County Surveyor with the following note: The required water system, including fire hydrants, shall be installed and accepted by the appropriate water agency prior to any combustible building material placed on an individual lot. -#53-ECS-WTR PRIOR/COMBUS Flood Control 60. A copy of the improvement plans, grading plans, final map, environmental constraint sheet, BMP improvement plans, and any other necessary documentation along with supporting hydrologic and hydraulic calculations shall be submitted to the District for review. All submittals shall be date stamped by the engineer and include a completed Flood Control Deposit Based Fee Worksheet and the appropriate plan check fee deposit. SUBMIT PLANS 61. The CC&R's for the development's Home/Property Owners Association (HOA/POA) shall contain provisions for all privately owned structural best management practices (BMPs) to be inspected, and if required, cleaned no later than October 15 each year. The CC&R's shall identify the entity that will inspect and maintain all structural BMPs within the project boundaries. A copy of the CC&R's shall be submitted to the District for review and approval prior to the recordation of the map. BMP MAINTENANCE & INSPECT Planning 62. Prior to recordation, the Planning Department shall determine if the deposit based fees for the TENTATIVE MAP are in a negative balance. If so, any unpaid fees shall be paid by the land divider and/or the land divider's successor-in- interest. - FEE BALANCE 63. After the approval of the TENTATIVE MAP and prior to the expiration of said map, the land divider shall cause the real property included within the TENTATIVE MAP, or any part thereof, to be surveyed and a FINAL MAP thereof prepared in accordance with the current Transportation Department - Survey Division requirements, the conditionally approved TENTATIVE MAP, and in accordance with Article IX of Ordinance No. 460. PREPARE A FINAL MAP 64. The FINAL MAP shall be prepared by a licensed land surveyor or registered civil engineer. FINAL MAP PREPARER 65. The land divider shall prepare an Environmental Constraints Sheet (ECS) in accordance with Section 2.2. E. & F. of County Ordinance No. 460, which shall be submitted as part of the plan check review of the FINAL MAP. ECS SHALL BE PREPARED 66. The following Environmental Constraints Note shall be placed on the ECS: "This property is subject to lighting restrictions as required by Ordinance No. 655, which are intended to reduce the effects of night lighting on the Mount Palomar Observatory. All proposed outdoor lighting systems shall be in conformance with Ordinance No. 655." ECS NOTE MT PALOMAR LIGH 67. The County Transportation Department - Survey Division shall review any FINAL MAP and ensure compliance with the following: A. All lots on the FINAL MAP shall be in substantial conformance with the approved TENTATIVE MAP relative to size and configuration. B. The common open space areas shall be shown as a numbered lot on the FINAL MAP. C. The total number of commercial lots on the final map shall be ten (10), with one (1) lot for a retention basin. SURVEYOR CHECK 68. The land divider shall (a) notify the Planning Department that the following documents shall be shortly, or have been, submitted to the Office of the City Counsel for the review and approval of that office, and (b) the land divider shall submit to the Office of the City Counsel the following documents: a. A cover letter identifying the project for which approval is sought referencing the Planning Department case number(s) (a copy of this cover letter may be sent to the Planning Department to serve as notification) and identifying one individual to represent the land divider if there are any questions concerning the review of the submitted documents; and b. One (1) copy AND one (1) original, wet signed, notarized and ready for recordation declaration of covenants, conditions, and restrictions; attached to these documents there shall be included a legal description of the property included within the covenants, conditions and restrictions and a scaled map or diagram of such boundaries, both signed and stamped by a California registered civil engineer or licensed land surveyor; and C. A sample document conveying title to the purchaser of an individual lot or unit which provides that the declaration of covenants, conditions, and restrictions is incorporated therein by reference; and, d. A deposit equaling three (3) hours of the current hourly fee for the Review of Covenants, Conditions and Restrictions established pursuant to Ordinance No. 671 at the time the above referenced documents are submitted to the Office of the City Counsel for review and approval. The declaration of covenants, conditions and restrictions submitted for review shall a) provide for a minimum term of 60 years, b) provide for the establishment of a property owner's association comprised of the owners of each individual lot or unit as tenants in common, c) provide for the ownership of the common area by either the property owner's.association or the owners of each individual lot or unit as tenants in common, and d) contain the following provisions verbatim: "Notwithstanding any provision in this Declaration to the contrary, the following provisions shall apply: The property owners' association established herein shall manage and continuously maintain the 'common area', more particularly described on Exhibit 'A', attached hereto, and shall not sell or transfer the 'common area' or any part thereof, absent the prior written consent of the Planning Department of the City of Menifee or the City's successor-in-interest. The property owners' association shall have the right to assess the owners of each individual lot or unit for the reasonable cost of maintaining such 'common area', and shall have the right to lien the property of any such owner who defaults in the payment of a maintenance assessment. An assessment lien, once created, shall be prior to all other liens recorded subsequent to the notice of assessment or other document creating the assessment lien. This Declaration shall not be terminated, 'substantially' amended, or property deannexed therefrom absent the prior written consent of the Planning Director of the City of Menifee or the City's successor-in-interest. A proposed amendment shall be considered 'substantial' if it affects the extent, usage, or maintenance of the 'common area' established pursuant to the Declaration. In the event of any conflict between this Declaration and the Articles of Incorporation, the Bylaws, or the property owners' association Rules and Regulations, if any, this Declaration shall control." Once approved, the copy and the original declaration of covenants, conditions and restrictions shall be forwarded by the Office of the City Counsel to the Planning Department. The Planning Department will retain the one copy for the case file, and forward the wet signed and notarized original declaration of covenants, conditions and restrictions to the Transportation Department - Survey Division - for safe keeping until the final map is ready for recordation. The Transportation Department - Survey Division - shall record the original declaration of covenants, conditions and restrictions in conjunction with the recordation of the final map. CC&R POA COM. AREA Transportation 69. Improvement plans for the required improvements must be prepared and shall be based upon a design profile extending a minimum of 300 feet beyond the project boundaries at a grade and alignment as approved by the Riverside County Transportation Department. Completion of road improvements does not imply acceptance for maintenance by County. IMP PLANS 70. Any easement not owned by a public utility, public entity or subsidiary, not relocated or eliminated prior to final map approval, shall be delineated on the final map in addition to having the name of the easement holder, and the nature of their interests, shown on the map. EASEMENT 71. The street design and improvement concept of this project shall be coordinated with CUP03581. ST DESIGN/IMPRV CONCEPT 72. A signing and striping plan is required for this project. The applicant shall be responsible for any additional paving and/or striping removal caused by the striping plan. Traffic signing and striping shall be performed by County forces with all incurred costs borne by the applicant, unless otherwise approved by the County Traffic Engineer. STRIPING PLAN 73. A separate street light plan is required for this project. Street lighting shall be designed in accordance with County Ordinance 460 and Street Light Specification Chart found in Specification Section 22 of Ordinance 461. For projects within SCE boundaries use County of Riverside Ordinance 461, Standard No's 1000 or 1001. STREET LIGHT PLAN 74. The project proponent shall contact the Transportation Department L&LMD 89-1- C Administrator and submit the following: a. Completed Transportation Department application b. Appropriate fees for annexation. c. Two (2) Sets of street lighting plans approved by Transportation Department. d. "Streetlight Authorization" form from SCE, or other electric provider. STREET LIGHTS-L&LMD 75 The land divider shall comply with the Riverside Transit Authority recommendations as outlined in their letter dated May 29, 2008. RIV. TRANSIT AUTHORITY 76. Electrical power, telephone, communication, street lighting, and cable television lines shall be designed to be placed underground in accordance with ordinance 460 and 461, or as approved by the Transportation Department. The applicant is responsible for coordinating the work with the serving utility company. This also applies to existing overhead lines which are 33.6 kilovolts or below along the project frontage and between the nearest poles offsite in each direction of the project site. A disposition note describing the above shall be reflected on design improvement plans whenever those plans are required. A written proof for initiating the design and/or application of the relocation issued by the utility company shall be submitted to the Transportation Department for verification purposes. UTILITY PLAN 77. The project proponent shall comply in accordance with traffic signal requirements within public road rights-of-way, as directed by the Transportation Department. Assurance of traffic signal maintenance is required by filing an application for annexation to Landscaping and Lighting Maintenance District No. 89-1- Consolidated for the required traffic signal(s). TRAFFIC SIGNALS 2 78. The project proponent shall file an application for annexation into County Service Area 152 (CSA 152) for street sweeping through the CSA Administrator; or enter into a similar mechanism as approved by the Transportation Department. STREET SWEEPING 2 79. On existing curb and gutter, new driveways, closure of existing driveways, sidewalks and/or drainage devices within County right-of-way, including sewer and water laterals on Menifee Road, Newport Road, Laguna Vista Drive, and Rockport Road shall be constructed within the dedicated right-of-way in accordance with County standards, Ordinance 461. Such construction shall be shown on existing street improvement plans and approved and permitted by the Transportation Department. NOTE: 1. Driveways shall be constructed in accordance with County Standard No. 207A. 2. Construct AC pavement for acceleration/deceleration lane (right-in/-out lane) at the proposed driveway on Newport Road as directed and approved by the Director of Transportation. EXISTING CURB & GUTTER 80 The project proponent shall be responsible for the design of traffic signal(s) at the intersections of: Menifee Road (NS) at Newport Road (EW) (modification for added lanes) with no fee credit given for Traffic Signal Mitigation fees. TS/DESIGN i. The intersection of Menifee Road (NS) at Newport Road (EW) shall be improved to provide the following geometries: a. Northbound: two left-turn lanes, two through lanes, one right-turn lane b. Southbound: two left-turn lane, one through lane, one shared through/right-turn lane c. Eastbound: one left-turn lane, two through lanes, one shared through/right-turn lane d. Westbound: one left-turn lane, two through lanes, one right-turn lane ii. The intersection of Menifee Road (NS) at Project Driveway#1 (EW) shall be improved to provide the following geometrics: a. Northbound: two through lanes, one shared through/right-turn lane b. Southbound: two through lanes c. Eastbound: N/A d. Westbound: one right-turn lane e. Note: Driveway shall be restricted to right turns in and out only. iii. The intersection of Menifee Road (NS) at Rockport Road (EW) shall be improved to provide the following geometrics: a. Northbound: two through lanes, one shared through/right-turn lane b. Southbound: one left-turn lane, two through lanes c. Eastbound: N/A d. Westbound: one left-turn lane, one right-turn lane iv. The intersection of Project Driveway #2 (NS) at Newport Road (EW) shall be improved to provide the following geometrics: a. Northbound: one right-turn lane b. Southbound: N/A c. Eastbound: two through lanes, one shared through/right-turn lane d. Westbound: three through lanes e. Note: Driveway shall be restricted to right turns in and out only. v. The intersection of Laguna Vista Drive (NS) at Newport Road (EW) shall be improved to provide the following geometrics: a. Northbound: one left-turn lane, one right-turn lane b. Southbound: N/A c. Eastbound: two through lanes, one shared through/right-turn lane d. Westbound: one left-turn lane, three through lanes vi. The intersection of Laguna Vista Drive (NS) at Project Driveway #3 (EW) shall be improved to provide the following geometrics: a. Northbound: one left-turn lane, one through lane b. Southbound: one shared through/right-turn lane c. Eastbound: one left-turn lane, one right-turn lane d. Westbound: N/A vii. The intersection of Laguna Vista Drive (NS) at Project Driveway #5 (EW) shall be improved to provide the following geometrics: a. Northbound: one through lane b. Southbound: one shared through/right-turn lane c. Eastbound: one right-turn lane d. Westbound: N/A e. Note: Driveway shall be restricted to right turn in and out only. viii.The intersection of Rockport Road (NS) at Linden Gate Lane/Project Driveway#4 (EW) shall be improved to provide the following geometrics: a. Northbound: one shared left-turn/through/right-turn lane b. Southbound: one shared left-turn/through/right-turn lane c. Eastbound: one left-turn lane, one shared through/right-turn lane d. Westbound: one left-turn lane, one shared through/right-turn lane or as approved by the Transportation Department. ix. All improvements listed are requirements for interim conditions only. Full right-of-way and roadway half sections adjacent to the property for the ultimate roadway cross-section per the County's Road Improvement Standards and Specifications must be provided. x. Any off-site widening required to provide these geometrics shall be the responsibility of the landowner/developer. TS/GEOMETRICS Prior to the Issuance of a Grading Permit Grading 81. In instances where a grading plan involves import or export, prior to obtaining a grading permit, the applicant shall have obtained approval for the import/export location from the Building and Safety department. If an Environmental Assessment, prior to issuing a grading permit, did not previously approve either location, a Grading Environmental Assessment shall be submitted to the Planning Director and the Environmental Programs Director for review and comment and to the Building and Safety Department Director for approval. Additionally, if the movement of import/export occurs using county roads, review and approval of the haul routes by the Transportation Department will be required. IMPORT/EXPORT 82. Prior to issuance of any grading or construction permits - whichever comes first - the applicant shall provide the Building and Safety Department evidence of compliance with the following: "Effective March 10, 2003 owner operators of grading or construction projects are required to comply with the N.P.D.E.S. (National Pollutant Discharge Elimination System) requirement to obtain a construction permit from the State Water Resource Control Board (SWRCB). The permit requirement applies to grading and construction sites of "ONE" acre or larger. The owner operator can comply by submitting a "Notice of Intent" (NOI), develop and implement a STORM WATER POLLUTION PREVENTION PLAN (SWPPP) and a monitoring program and reporting plan for the construction site. For additional information and to obtain a copy of the NPDES State Construction Permit contact the SWRCB at (916) 657-1146. Additionally, at the time the county adopts, as part of any ordinance, regulations specific to the N.P.D.E.S., this project (or subdivision) shall comply with them. G1.4 NPDES/SWPPP 83. Geotechnical soils reports, required in order to obtain a grading permit, shall be submitted to the Building and Safety Department's Grading Division for review and approval prior to issuance of a grading permit. All grading shall be in conformance with the recommendations of the geotechnical/soils reports as approved by Riverside County.* *The geotechnical/soils, compaction and inspection reports will be reviewed in accordance with the RIVERSIDE COUNTY GEOTECHNICAL GUIDELINES FOR REVIEW OF GEOTECHNICAL AND GEOLOGIC REPORTS. G2.4GEOTECH/SOILS RPTS 84. All grading and drainage shall be designed in accordance with Riverside County Flood Control & Water Conservation District's conditions of approval regarding this application. If not specifically addressed in their conditions, drainage shall be designed to accommodate 100-year storm flows. Additionally, the Building and Safety Department's conditional approval of this application includes an expectation that the conceptual grading plan reviewed and approved for it complies or can comply with any WQMP (Water Quality Management Plan) required by Riverside County Flood Control & Water Conservation District. G2.7DRNAGE DESIGN Q100 85. Prior to the issuance of a grading permit, it shall be the sole responsibility of the owner/applicant to obtain any and all proposed or required easements and/or permissions necessary to perform the grading herein proposed. G2.14OFFSITE GDG ONUS 86. A Precise Grading Permit will not be issued, by the Building and Safety Department, for any parcel(s) of this subdivision unless an appropriate Land Use Permit has also been issued and approved, by the Planning Department, for that same parcel(s). NO PRECISE GRADE 87. Prior to Building Final Inspection 88. Flood Control 89. A copy of the project specific WQMP shall be submitted to the District for review and approval. SUBMIT FINAL WQMP 90. A copy of the improvement plans, grading plans, BMP improvement plans and any other necessary documentation along with supporting hydrologic and hydraulic calculations shall be submitted to the District for review. The plans must receive District approval prior to the issuance of grading permits. All submittals shall be date stamped by the engineer and include a completed Flood Control Deposit Based Fee Worksheet and the appropriate plan check fee deposit. SUBMIT PLANS 91. Temporary erosion control measures shall be implemented immediately following rough grading to prevent deposition of debris onto downstream properties or drainage facilities. Plans showing these measures shall be submitted to the District for review. EROS CNTRL AFTER RGH GRAD 92. If the tract is built in phases, each phase shall be protected from the 1 in 100 year tributary storm flows. PHASING 93. Planning 94. Prior to issuance of grading permits, the Planning Department shall determine if the deposit-based fees are in a negative balance. If so, any outstanding fees shall be paid by the applicant/developer. FEE BALANCE 95. As part of the plan check review of the proposed grading plan for the subject property, the Department of Building and Safety - Grading Division shall submit a copy of the proposed grading plan, along with the applicable Log/Permit Numbers for reference, to the Planning Department to be reviewed for compliance with the approved tentative map. - PLANNING DEPT REVIEW 96. The land divider/permit holder shall cause a plan check application for a grading plan to be submitted to the Department of Building and Safety - Grading Division for review and approval. Said grading plan shall be in conformance with the approved tentative map, in Compliance with Ordinance No. 457, and the conditions of approval for the tentative map. GRADING PLAN REVIEW 97. 98. Prior to the Issuance of a Building Permit 99. Grading 100. Prior to issuance of any building permit, the property owner shall obtain a grading permit and/or approval to construct from the Grading Division of the Building and Safety Department. G3.1 NO B/PMT W/O G/PMT 101. Flood Control 102. A copy of the improvement plans, grading plans, BMP improvement plans and any other necessary documentation along with supporting hydrologic and hydraulic calculations shall be submitted to the District for review. The plans must receive District approval prior to the issuance of building permits. All submittals shall be date stamped by the engineer and include a completed Flood Control Deposit Based Fee Worksheet and the appropriate plan check fee deposit. SUBMIT PLANS 103. A copy of the project specific WQMP shall be submitted to the District for review and approval. SUBMIT FINAL WQMP 104. Prior to Building Final Inspection 105. Flood Control 106. The developer shall distribute environmental awareness education materials on general good housekeeping practices that contribute to protection of stormwater quality to all initial users. The developer may obtain NPDES Public Educational Program materials from the District's NPDES Section by either the District's website www.floodcontrol.co.riverside.ca.us, e-mail fcnpdes@co.riverside.ca.us, or the toll free number 1-800-506-2555. Please provide Project number, number of units and location of development. Note that there is a five-day minimum processing period requested for all orders. The developer must provide to the District's PLAN CHECK Department a notarized affidavit stating that the distribution of educational materials to the tenants is assured prior to the issuance of occupancy permits. BMP— EDUCATION 107. All structural BMPs described in the project-specific WQMP shall be constructed and installed in conformance with approved plans and specifications. It shall be demonstrated that the applicant is prepared to implement all non-structural BMPs described in the approved project specific WQMP and that copies of the approved project-specific WQMP are available for the future owners/occupants. The District will not release occupancy permits for any portion of the project exceeding 80% of the project area prior to the completion of these tasks. IMPLEMENT WQMP 108. Transportation 109. The project proponent shall be responsible for the construction and installation of all traffic signals listed below unless otherwise noted. Prior to the final building inspection of the first building, the following traffic signal(s) shall be installed and operational: Menifee Road (NS) at Newport Road (EW) (modification for added lanes) with no fee credit given for Traffic Signal Mitigation Fees. or as approved by the Transportation Department. TWINSTALLATION 110. The project proponent shall provide interconnect between the traffic signal at the intersection of Newport Road/Menifee Road and the signals at the following two intersections: Newport Road (EW) and Laguna Vista Drive (NS) Menifee Road (NS) and Rockport Road (EW) or as approved by the Transportation Department. TS/INTERCONNECT 111. Install streetlights on Newport Road in accordance with the approved street lighting plan and standards of County Ordinances 460 and 461. For projects within IID use IID's pole standard. Street light annexation into L&LMD or similar mechanism as approved by the Transportation Department shall be completed. It shall be the responsibility of the Developer to ensure that streetlights are energized along the streets associated with this development where the developer is seeking Building Final Inspection (Occupancy). STREET LIGHTS INSTALL 112. Electrical power, telephone, communication, street lighting, and cable television lines shall be placed underground in accordance with ordinance 460 and 461, or as approved by the Transportation Department. This also applies to existing overhead lines which are 33.6 kilovolts or below along the project frontage and between the nearest poles offsite in each direction of the project site. A certificate should be obtained from the pertinent utility company and submitted to the Department of Transportation as proof of completion. UTILITY INSTALL 113. Prior to issuance of an occupancy permit the project proponent shall complete annexation to Landscaping and Lighting Maintenance District No. 89-1- Consolidated for maintenance of traffic signals within public road rights-of-way for the required traffic signal(s). TRAFFIC SIGNAL 2 114. Street sweeping annexation into CSA 152 or similar mechanism as approved by the Transportation Department shall be completed. STREET SWEEPING 2