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TTM 33597, Extension No. 3, RT Hughes Co. LLC (07.18.2016)July 18, 2016 wilt 4/ alma Mr. Peter Pitassi Diversified Pacific 10621 Civic Center Drive Rancho Cucamonga, CA 91730 SUBJECT: TTM 33597, Extension of Time #3 Dear Mr. Pitassi: This letter is to inform you that the third time extension for Tentative Tract Map 33597, as permitted under the Subdivision Map Act, has been approved. This time extension shall expire on July 5, 2017. Attached are the currently approved conditions of approval for the project. No changes were made to these conditions since the last extension of time approval. Sincerely, of 7 Gabriel Perez Planning Manager cc: File 78-495 Calle Tampico 1 La Quinta 1 California 92253 1 760.777.7000 1 www.l.a-Quinta.org DIRECTORS DETERMINATION CONDITIONS OF APPROVAL - FINAL TENTATIVE TRACT 33597, TIME EXT. #3 R. T. HUGHES CO. LLC July 18, 2016 GENERAL 1. The applicant agrees to defend, indemnify and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Tentative Tract Map, or any Final Map recorded thereunder. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. This Tentative Tract Map, and any Final Map recorded thereunder, shall comply with the requirements and standards of Government Code 55 66410 through 66499.58 (the "Subdivision Map Act"), and Chapter 13 of the La Quinta Municipal Code ("LQMC"). The City of La Quinta's Municipal Code can be accessed on the City's Web Site at www.la-quinta.org. 3. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies: Riverside County Fire Marshal La Quinta Public Works Development Division (Grading Permit, Green Sheet (Public Works Clearance) for building Permits, Water Quality Management Plan (WQMP) Exemption Form - Whitewater River Region, Improvement Permit) Design and Development Department Riverside Co. Environmental Health Department Coachella Valley Unified School District Coachella Valley Water District (CVWD)/Bureau of Reclamation Imperial Irrigation District (IID) California Water Quality Control Board (CWQCB) SunLine Transit Agency South Coast Air Quality Management District Coachella Valley (SCAQMD) DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 The applicant is responsible for all requirements of the permits and/or clearances from the above listed agencies. When the requirements include approval of improvement plans, the applicant shall furnish proof of such approvals when submitting those improvements plans for City approval. 4. Coverage under the State of California Construction General Permit must be obtained by the applicant; who then shall submit a copy of the Regional Water Quality Control Board's ("RWQCB") acknowledgment of the applicant's Notice of Intent ("NOI") and Waste Discharger Identification (WDID) number to the City prior to the issuance of a grading or building. 5. The applicant shall comply with applicable provisions of the City's NPDES stormwater discharge permit, Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water), LQMC; Riverside County Ordinance No. 457; the California Regional Water Quality Control Board - Colorado River Basin Region Board Order No. R7-2013-0011 and the State Water Resources Control Board's Order No. 2012-0006-DWQ. A. For construction activities including clearing, grading or excavation of land that disturbs one (1) acre or more of land, or that disturbs less than one (1) acre of land, but which is a part of a construction project that encompasses more than one (1) acre of land, the Permitee shall be required to submit a Storm Water Pollution Protection Plan ("SWPPP") to the State Water Resources Control Board. The applicant or design professional can obtain the California Stormwater Quality Association SWPPP template at www.cabmphandbooks.com for use in their SWPPP preparation. B. The applicant shall ensure that the required SWPPP is available for inspection at the project site at all times through and including acceptance of all improvements by the City. C. The applicant's SWPPP shall include provisions for all of the following Best Management Practices ("BMPs") (8.70.020 (Definitions), LQMC): 1) Temporary Soil Stabilization (erosion control). 2) Temporary Sediment Control. 3) Wind Erosion Control. COA - TTM 33597 2 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 4) Tracking Control. 5) Non -Storm Water Management. 6) Waste Management and Materials Pollution Control. D. All erosion and sediment control BMPs proposed by the applicant shall be approved by the City Engineer prior to any onsite or offsite grading, pursuant to this project. E. The approved SWPPP and BMPs shall remain in effect for the entire duration of project construction until all improvements are completed and accepted by the City Council. F. The inclusion in the Homeowners' Association (HOA) Conditions, Covenants, and Restrictions (CC&Rs), a requirement for the perpetual maintenance and operation of all post -construction BMPs as required; and the applicant shall execute and record an agreement that provides for the perpetual maintenance and operation of all post -construction BMPs is required. 6. Permits issued under this approval shall be subject to the provisions of the Development Impact Fee and Transportation Uniform Mitigation Fee programs in effect at the time of issuance of building permit(s). 7. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney's fees incurred by the City Attorney to review, negotiate and/or modify any documents or instruments required by these conditions, if Developer requests that the City modify or revise any documents or instruments prepared initially by the City to effect these conditions. This obligation shall be paid in the time noted above without deduction or offset and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. 8. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual consultant's fees incurred by the City for engineering and/or surveying consultants to review and/or modify any documents or instruments required by this project. This obligation shall be paid in the time noted above without deduction or offset and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. PROPERTY RIGHTS COA - TTM 33597 3 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 9. Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction and reconstruction of essential improvements. 10. The applicant shall offer for dedication on the Final Map all public street right-of- ways in conformance with the City's General Plan, Municipal Code, applicable specific plans, and/or as required by the City Engineer. 11. The public street right-of-way offers for dedication required for this development include: A. PUBLIC STREETS 1) Madison Street (Modified Secondary Arterial, 84' ROW) - 42 feet from the centerline of Madison Street for a total 84 -foot ultimate developed right of way except for an additional variable right of way dedication at the proposed Madison Street extension over Dike #4 to the south to accommodate improvements conditioned under STREET AND TRAFFIC IMPROVEMENTS. 2) Avenue 60 (60' ROW) - The standard 30 feet from the centerline of Avenue 60 for a total 60 -foot ultimate developed right of way. 12. The applicant shall retain for private use on the Final Map all private street right- of-ways in conformance with the City's General Plan, Municipal Code, applicable specific plans, and/or as required by the City Engineer. The private street rights-of-way to be retained for private use required for this development include: 1) Private Residential Streets shall be 32 -foot travel width measured at gutter flow line to gutter flow line with parking restricted to one side and provided there is adequate off-street parking for residents and visitors, and the applicant establishes provisions for ongoing enforcement of the parking restriction in the CC&R's. The CC&R's shall be reviewed by the Design and Development Department prior to recordation. A. CUL DE SACS COA - TTM 33597 4 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 1) The cul de sac shall conform to the shape shown on the tentative map with a 38 -foot curb radius at the bulb or larger as shown on the tentative map. Curve radii for curbs at all street intersections shall not be less than 25 feet. 13. Dedications shall include additional widths as necessary for dedicated right and left turn lanes, bus turnouts, and other features contained in the approved construction plans. Pursuant to this requirement, the Applicant shall include in the submittal packet containing the draft final map submitted for map checking, an offsite street geometric layout, drawn at 1" equals 40 feet, detailing the following design aspects: median curb line, outside curb line, lane line alignment including lane widths, left turn lanes, deceleration lane(s) and bus stop turnout(s). The geometric layout shall be accompanied with sufficient professional engineering studies to confirm the appropriate length of all proposed turn pockets and auxiliary lanes that may impact the right of way dedication required of the project and the associated landscape setback requirement. 14. When the City Engineer determines that access rights to the proposed street right- of-ways shown on the approved Tentative Tract Map are necessary prior to approval of the Final Map dedicating such right-of-ways, the applicant shall grant the necessary right-of-ways within 60 days of a written request by the City. 15. The applicant shall offer for dedication on the Final Map a ten -foot wide public utility easement contiguous with, and along both sides of all private streets. Such easement may be reduced to five feet in width with the express written approval of IID. 16. The applicant shall create perimeter landscaping setbacks along all public right-of- ways as follows: A. Madison Street (Modified Secondary Arterial) - 10 -foot from the R/W-P/L. The listed setback depth shall be the average depth where a meandering wall design is approved. The setback requirements shall apply to all frontages including, but not limited to, remainder parcels and sites dedicated for utility purposes. COA - TTM 33597 5 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 Where public facilities (e.g., sidewalks) are placed on privately -owned setbacks, the applicant shall offer for dedication blanket easements for those purposes on the Final Map. 17. The applicant shall offer for dedication those easements necessary for the placement of, and access to, utility lines and structures, drainage basins, mailbox clusters, park lands, and common areas on the Final Map. 18. The applicant shall furnish proof of easements, or written permission, as appropriate, from those owners of all abutting properties on which grading, retaining wall construction, permanent slopes, or other encroachments will occur. 19. The applicant shall cause no easement to be granted, or recorded, over any portion of the subject property between the date of approval of the Tentative Tract Map and the date of recording of any Final Map, unless such easement is approved by the City Engineer. FINAL MAPS 20. Prior to the City's approval of a Final Map, the applicant shall furnish accurate mylars of the Final Map. The Final Map shall be of a 1" = 40' scale. IMPROVEMENT PLANS As used throughout these Conditions of Approval, professional titles such as "engineer," "surveyor," and "architect," refer to persons currently certified or licensed to practice their respective professions in the State of California. 21. Improvement plans shall be prepared by or under the direct supervision of qualified engineers and/or architects, as appropriate, and shall comply with the provisions of Section 13.24.040 (Improvement Plans), LQMC. 22. The following improvement plans shall be prepared and submitted for review and approval by the Design and Development Department. A separate set of plans for each line item specified below shall be prepared. The plans shall utilize the minimum scale specified, unless otherwise authorized by the City Engineer in writing. Plans may be prepared at a larger scale if additional detail or plan clarity is desired. Note, the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors. A. On -Site Rough Grading Plan 1" = 40' Horizontal COA - TTM 33597 6 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 B. PM10 Plan 1" = 40' Horizontal C. Erosion Control Plan 1" = 40' Horizontal D. WQMP (Plan submitted in Report Form) NOTE: A through D to be submitted concurrently. E. Off -Site Street Improvement/Storm Drain Plan 1"=40' Horizontal, 1" = 4' Vertical F. Off -Site Signing & Striping Plan 1" = 40' Horizontal The Off -Site street improvement plans shall have separate plan sheet(s) (drawn at 20 scale) that show the meandering sidewalk, mounding, and berming design in the combined parkway and landscape setback area. G. On -Site Street Improvements/Signing & Striping/Storm Drain Plan 1" = 40' Horizontal, 1"= 4' Vertical NOTE: E through G to be submitted concurrently. (Separate Storm Drain Plans if applicable) The following plans shall be submitted to the Building and Safety Division for review and approval. The plans shall utilize the minimum scale specified, unless otherwise authorized by the Building Official in writing. Plans may be prepared at a larger scale if additional detail or plan clarity is desired. Note, the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors. H. On -Site Residential Precise Grading Plan1" = 30' Horizontal Other engineered improvement plans prepared for City approval that are not listed above shall be prepared in formats approved by the City Engineer prior to commencing plan preparation. AU Off -Site Plan & Profile Street Plans and Signing & Striping Plans shall show all existing improvements for a distance of at least 200 -feet beyond the project limits, or a distance sufficient to show any required design transitions. COA - TTM 33597 7 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 All On -Site Signing & Striping Plans shall show, at a minimum; Stop Signs, Limit Lines and Legends, No Parking Signs, Raised Pavement Markers (including Blue RPMs at fire hydrants) and Street Name Signs per Public Works Standard Plans and/or as approved by the Engineering Department. "Rough Grading" plans shall normally include perimeter walls with Top Of Wall & Top Of Footing elevations shown. All footings shall have a minimum of 1 -foot of cover, or sufficient cover to clear any adjacent obstructions. 23. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed "Plans, Notes and Design Guidelines" section of the Public Works Department at the City website (www.la- quinta.org). Please navigate to the Public Works Department home page and look for the Standard Drawings hyperlink. 24. The applicant shall furnish a complete set of the mylars of all approved improvement plans on a storage media acceptable to the City Engineer. Upon completion of construction, and prior to the final acceptance of the improvements by the City, the applicant shall furnish the City with reproducible record drawings of all improvement plans which were approved by the City. Each sheet shall be clearly marked "Record Drawing," "As Built" or "As Constructed" and shall be stamped and signed by the engineer or surveyor certifying to the accuracy and completeness of the drawings. The applicant shall have all approved mylars previously submitted to the City, revised to reflect the as -built conditions. The applicant shall employ or retain the Engineer Of Record during the construction phase of the project so that the EOR can make site visits in support of preparing As Built drawings. However, if subsequent approved revisions have been approved by the City Engineer and reflect said "As Built" conditions, the Engineer Of Record may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. IMPROVEMENT SECURITY AGREEMENTS 25. Prior to approval of any Final Map, the applicant shall construct all on and off-site improvements and satisfy its obligations for same, or shall furnish a fully secured and executed Subdivision Improvement Agreement ("SIA") guaranteeing the construction of such improvements and the satisfaction of its obligations for same, or shall agree to any combination thereof, as may be required by the City. 26. Any Subdivision Improvement Agreement ("SIA") entered into by and between the applicant and the City of La Quinta, for the purpose of guaranteeing the completion of any improvements related to this Tentative Tract Map, shall comply COA - TTM 33597 8 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 with the provisions of Chapter 13.28 (Improvement Security), LQMC. 27. Improvements to be made, or agreed to be made, shall include the removal of any existing structures or other obstructions which are not a part of the proposed improvements; and shall provide for the setting of the final survey monumentation. 28. Depending on the timing of the development of this Tentative Tract Map, and the status of the off-site improvements at the time, the applicant may be required to: A. Construct certain off-site improvements. B. Construct additional off-site improvements, subject to the reimbursement of its costs by others. C. Reimburse others for those improvements previously constructed that are considered to be an obligation of this tentative tract map. D. Secure the costs for future improvements that are to be made by others. E. To agree to any combination of these means, as the City may require. Off -Site Improvements should be completed on a first priority basis. The applicant shall complete Off -Site Improvements in the first phase of construction or by the issuance of the 20 % Building Permit (add number when applicable). In the event that any of the improvements required for this development are constructed by the City, the applicant shall, prior to the approval of the Final Map, or the issuance of any permit related thereto, reimburse the City for the costs of such improvements. If the applicant elects to utilize the secured agreement alternative, the applicant shall submit detailed construction cost estimates for all proposed on-site and off- site improvements, including an estimate for the final survey monumentation, for checking and approval by the City Engineer. Such estimates shall conform to the unit cost schedule approved by the City Engineer. At the time the applicant submits its detailed construction cost estimates for conditional approval of the Final Map by the City Council, the applicant shall also submit one copy each of an 8-1/2" x 11" reduction of each page of the Final Map, along with a copy of an 8-1/2" x 11" Vicinity Map. COA - TTM 33597 9 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 Estimates for improvements under the jurisdiction of other agencies shall be approved by those agencies and submitted to the City along with the applicant's detailed cost estimates. Security will not be required for telephone, natural gas, or Cable T.V. improvements. 29. Should the applicant fail to construct the improvements for the development, or fail to satisfy its obligations for the development in a timely manner, the City shall have the right to halt issuance of building permits, and/or final building inspections, withhold other approvals related to the development of the project, or call upon the surety to complete the improvements. GRADING 30. The applicant shall comply with the provisions of Section 13.24.050 (Grading Improvements), LQMC. 31. Prior to occupancy of the project site for any construction, or other purposes, the applicant shall obtain a grading permit approved by the City Engineer. 32. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: A. A grading plan prepared by a civil engineer registered in the State of California, B. A preliminary geotechnical ("soils") report prepared by an engineer registered in the State of California, C. A Fugitive Dust Control Plan prepared in accordance with Chapter 6.16, (Fugitive Dust Control), LQMC, and D. A Best Management Practices report prepared in accordance with Sections 8.70.010 and 13.24.170 (NPDES stormwater discharge permit and Storm Management and Discharge Controls), LQMC. E. WQMP prepared by an engineer registered in the State of California. All grading shall conform to the recommendations contained in the Preliminary Soils Report, and shall be certified as being adequate by a soils engineer, or by an engineering geologist registered in the State of California. COA - TTM 33597 10 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 A statement shall appear on the Final Map that a soils report has been prepared in accordance with the California Health & Safety Code § 17953. The applicant shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a grading permit. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. 33. The applicant shall maintain all open graded, undeveloped land in order to prevent wind and/or water erosion of such land. All open graded, undeveloped land shall either be planted with interim landscaping, or stabilized with such other erosion control measures, as were approved in the Fugitive Dust Control Plan. 34. Grading within the perimeter setback and parkway areas shall have undulating terrain and shall conform with the requirements of LQMC Section 9.60.240(F) except as otherwise modified by this condition requirement. The maximum slope shall not exceed 3:1 anywhere in the landscape setback area, except for the backslope (i.e. the slope at the back of the landscape lot) which shall not exceed 2:1 if fully planted with ground cover. The maximum slope in the first six (6) feet adjacent to the curb shall not exceed 4:1 when the nearest edge of sidewalk is within six feet (6') of the curb, otherwise the maximum slope within the right of way shall not exceed 3:1. All unpaved parkway areas adjacent to the curb shall be depressed one and one-half inches (1.5") in the first eighteen inches (18") behind the curb. 35. Building pad elevations on the rough grading plan submitted for City Engineer's approval shall conform with pad elevations shown on the tentative map, unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval. 36. Building pad elevations of perimeter lots shall not differ by more than one foot higher from the building pads in adjacent developments. 37. The applicant shall minimize the differences in elevation between the adjoining properties and the lots within this development. Where compliance within the above stated limits is impractical, the City may consider alternatives that are shown to minimize safety concerns, maintenance difficulties and neighboring -owner dissatisfaction with the grade differential. 38. Prior to any site grading or re -grading that will raise or lower any portion of the COA - TTM 33597 11 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 site by more than plus or minus five tenths of a foot from the elevations shown on the approved Tentative Tract Map, the applicant shall submit the proposed grading changes to the City Staff for a substantial conformance finding review. 39. Prior to the issuance of a building permit for any building lot, the applicant shall provide a lot pad certification stamped and signed by a qualified engineer or surveyor. Each pad certification shall list the pad elevation as shown on the approved grading plan, the actual pad elevation and the difference between the two, if any. Such pad certification shall also list the relative compaction of the pad soil. The data shall be organized by lot number, and listed cumulatively if submitted at different times. DRAINAGE 40. The applicant shall comply with the provisions of LQMC Section 13.24.120 (Drainage), Retention Basin Design Criteria, Engineering Bulletin No. 06-16 - Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems and Engineering Bulletin No. 06-015 - Underground Retention Basin Design Requirements. More specifically, stormwater falling on site during the 100 year storm shall be retained within the development, unless otherwise approved by the City Engineer. The design storm shall be either the 1 hour, 3 hour, 6 hour or 24 hour event producing the greatest total run off. 41. Nuisance water shall be retained on site. Nuisance water shall be disposed of per approved methods contained in Engineering Bulletin No. 06-16 - Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems and Engineering Bulletin No. 06-015 - Underground Retention Basin Design Requirements. 42. In design of retention facilities, the maximum percolation rate shall be two inches per hour. The percolation rate will be considered to be zero unless the applicant provides site specific data indicating otherwise and as approved by the City Engineer. 43. The project shall be designed to accommodate purging and blowoff water (through underground piping and/or retention facilities) from any on-site or adjacent well sites granted or dedicated to the local water utility authority as a requirement for development of this property. 44. No fence or wall shall be constructed around any retention basin unless approved by the Planning Director and the City Engineer. COA - TTM 33597 12 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 45. For on-site above ground common retention basins, retention depth shall be according to Engineering Bulletin No. 06-16 - Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems. Side slopes shall not exceed 3:1 and shall be planted with maintenance free ground cover. Additionally, retention basin widths shall be not less than 20 feet at the bottom of the basin. 46. Stormwater may not be retained in landscaped parkways or landscaped setback lots. Only incidental storm water (precipitation which directly falls onto the setback) will be permitted to be retained in the landscape setback areas. The perimeter setback and parkway areas in the street right-of-way shall be shaped with berms and mounds, pursuant to LQMC Section 9.100.040(6)(7). 47. The design of the development shall not cause any increase in flood boundaries, levels or frequencies in any area outside the development. 48. The development shall be graded to permit storm flow in excess of retention capacity to flow out of the development through a designated overflow and into the historic drainage relief route. 49. Storm drainage historically received from adjoining property shall be received and retained or passed through into the historic downstream drainage relief route. 50. The applicant shall comply with applicable provisions for post construction runoff per the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; and the California Regional Water Quality Control Board - Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-2013-0011 and the State Water Resources Control Board's Order No. 2012-0006-DWQ. A. For post -construction urban runoff from new development and redevelopment projects, the applicant shall implement requirements of the NPDES permit for the design, construction and perpetual operation and maintenance of BMPs per the approved Water Quality Management Plan (WQMP) for the project as required by the California Regional Water Quality Control Board - Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-2013-0011. B. The applicant shall implement the WQMP Design Standards per (CRWQCB- CRB) Region Board Order No. R7-2013-0011 utilizing BMPs approved by the City Engineer. A project specific WQMP shall be provided which incorporates Site Design and Treatment BMPs utilizing first flush infiltration as a COA - TTM 33597 13 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 preferred method of NPDES Permit Compliance for Whitewater River receiving water, as applicable. C. The developer shall execute and record a Stormwater Management/BMP Facilities Agreement that provides for the perpetual maintenance and operation of stormwater BMPs. UTILITIES 51. The applicant shall comply with the provisions of Section 13.24.110 (Utilities), LQMC. 52. The applicant shall obtain the approval of the City Engineer for the location of all utility lines within any right-of-way, and all above -ground utility structures including, but not limited to, traffic signal cabinets, electric vaults, water valves, and telephone stands, to ensure optimum placement for practical and aesthetic purposes. 53. Existing overhead utility lines within, or adjacent to the proposed development, and all proposed utilities shall be installed underground. All existing utility lines attached to joint use 92 KV transmission power poles are exempt from the requirement to be placed underground. 54. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained, or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. STREET AND TRAFFIC IMPROVEMENTS 55. The applicant shall comply with the provisions of Sections 13.24.060 (Street Improvements), 13.24.070 (Street Design - Generally) & 13.24.100 (Access For Individual Properties And Development), LQMC for public streets; and Section 13.24.080 (Street Design - Private Streets), where private streets are proposed. 56. The applicant shall construct the following street improvements to conform with the General Plan (street type noted in parentheses.) A. OFF-SITE STREETS COA - TTM 33597 14 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 1) Madison Street (Modified Secondary Arterial; 84' R/W): a) Widening of Madison has been made a requirement of the Travertine Specific Plan. However, if this widening has not been completed within 2 years of this approval, the applicant shall widen the west side of the street along all frontage adjacent to the Tentative Map boundary to its ultimate width on the west side as specified in the General Plan and the requirements of these conditions. The west curb face shall be located thirty six feet (27') west of the centerline. Applicant shall bond for this widening prior to approval of any final map. Other required improvements in the Madison Street right or way and/or adjacent landscape setback area include: b) All appurtenant components such as, but not limited to: curb, gutter, traffic control striping, legends, and signs. c) 8 -foot wide meandering sidewalk. The meandering sidewalk shall have an arrhythmic horizontal layout that utilizes concave and convex curves with respect to the curb line that touches the back of curb at intervals not to exceed 250 feet. The sidewalk curvature radii should vary between 50 and 300 feet, and at each point of reverse curvature, the radius should change to assist in creating the arrhythmic layout. The sidewalk shall meander into the landscape setback lot and approach within 5 feet of the perimeter wall at intervals not to exceed 250 feet. d) Establish a benchmark in the Madison Street_right of way and file a record of the benchmark with the County of Riverside. 2) Avenue 60 (, 60' R/W): COA - TTM 33597 15 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 a) Widen the south side of the street along all frontage adjacent to the Tentative Map boundary to its ultimate width on the south side as requirements of these conditions. The south curb face shall be located eighteen feet (18') south of the centerline per the approved street improvement plan. Other required improvements in the Avenue 60 right or way and/or adjacent landscape setback area include: b) All appurtenant components such as, but not limited to: curb, gutter, traffic control striping, legends, and signs c) A minimum 5 -foot wide sidewalk with landscaping provided between the curb and the sidewalk as approved by the Design and Development Department. d) An additional street widening along all frontage adjacent to the Tentative Map boundary of fourteen feet (14') north of the centerline to accommodate west bound traffic unless street improvements have been constructed by development on the north side of Avenue 60. e) Lighting at the project entry. The applicant shall design and install a single street light or equivalent landscape lighting at the shared entry. Additionally, the applicant or Home Owners Association shall pay for the perpetual maintenance of the street light or landscape lighting. The applicant shall extend improvements beyond the subdivision boundaries to ensure they safely integrate with existing improvements (e.g., grading; traffic control devices and transitions in alignment, elevation or dimensions of streets and sidewalks). B. PRIVATE STREETS COA - TTM 33597 1) Construct 32 -foot wide travel width as shown on the tentative map measured from gutter flow line to gutter flow line, provided parking is restricted to one side and there is adequate off-street parking for residents and visitors, and the applicant establishes provisions for ongoing enforcement of the parking restriction in the CC&R's. The CC&R's shall be reviewed by the Design and Development Department prior to recordation. 16 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 2) The location of driveways of corner lots shall not be located within the curb return and away from the intersection when possible. C. PRIVATE CUL DE SACS 1) Shall be constructed according to the lay -out shown on the tentative map with 38 -foot curb radius or greater at the bulb similar to the layout shown on the rough grading plan. 57. AU gated entries shall provide for a three -car minimum stacking capacity for inbound traffic to be a minimum length of 62 feet from call box to the street; and shall provide for a full turn -around outlet for non -accepted vehicles. Where a gated entry is proposed, the applicant shall submit a detailed exhibit at a scale of 1" = 10', demonstrating that those passenger vehicles that do not gain entry into the development can safely make a full turn -around (minimum radius to be 24 feet) out onto the main street from the gated entry. Pursuant to said conditions, there shall be a minimum of twenty five feet width provided at the turn -around opening provided. Two lanes of traffic shall be provided on the entry side of each gated entry, one lane shall be dedicated for residents, and one lane for visitors. The two travel lanes shall be a minimum of 20 feet of total paved roadway surface or as approved by the Fire Department. Entry drives, main interior circulation routes, standard knuckles, corner cutbacks, bus turnouts, dedicated turn lanes and other features shown on the approved construction plans, may require additional street widths as may be determined by the City Engineer. 58. The applicant shall design street pavement sections using CalTrans' design procedure for 20 -year life pavement, and the site-specific data for soil strength and anticipated traffic loading (including construction traffic). Minimum structural sections shall be as follows: Residential/Local 3.0" a.c./4.5" c.a.b. Secondary Arterial 4.0" a.c./6.0" c.a.b. or the approved equivalents of alternate materials. 59. The applicant shall submit current mix designs (less than two years old at the time COA - TTM 33597 17 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 of construction) for base, asphalt concrete and Portland cement concrete. The submittal shall include test results for all specimens used in the mix design procedure. For mix designs over six months old, the submittal shall include recent (less than six months old at the time of construction) aggregate gradation test results confirming that design gradations can be achieved in current production. The applicant shall not schedule construction operations until mix designs are approved. 60. General access points and turning movements of traffic are limited to the following: A. Primary Entry (Avenue 60, 580 feet west of Madison Street): Full turn movements are allowed. B. Secondary Entry (Avenue 60, 1,170 feet west of Madison Street): Full turn movements are allowed for resident traffic only. 61. Improvements shall include appurtenances such as traffic control signs, markings and other devices, raised medians if required, street name signs and sidewalks. 62. Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings and specifications, or as approved by the City Engineer. Improvement plans for streets, access gates and parking areas shall be stamped and signed by qualified engineers. CONSTRUCTION 63. The City will conduct final inspections of habitable buildings only when the buildings have improved street and (if required) sidewalk access to publicly - maintained streets. The improvements shall include required traffic control devices, pavement markings and street name signs. If on-site streets in residential developments are initially constructed with partial pavement thickness, the applicant shall complete the pavement prior to final inspections of the last ten percent of homes within the development or when directed by the City, whichever comes first. LANDSCAPE AND IRRIGATION 64. The applicant shall comply with Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans), LQMC. 65. The applicant shall provide landscaping in the required setbacks, retention basins, COA - TTM 33597 18 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 common lots and park areas. 66. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a licensed landscape architect. 67. All new and modified landscape areas shall have landscaping and permanent irrigation improvements in compliance with the City's Water Efficient Landscape regulations contained in LQMC Section 8.13 (Water Efficient Landscape). 68. The applicant shall submit the final landscape plans for review, processing and approval to the Design and Development Department, in accordance with the Final Landscape Plan application process. When plan checking has been completed by the Planning Division staff, the applicant shall obtain the signatures of CVWD and the Riverside County Agricultural Commissioner, prior to submittal for signature by the Planning Manager. Approval of the final landscape plan is required prior to issuance of the first building permit unless the Planning Manager determines extenuating circumstances exist which justifies an alternative processing schedule. Landscape plans for landscaped medians on public streets shall be approved by both the Planning Manager and the City Engineer. NOTE: Plans are not approved for construction until signed by both the Planning Manager and/or City Engineer. 69. Landscape areas shall have permanent irrigation improvements meeting the requirements of the Planning Manager. Use of lawn areas shall be minimized with no lawn, or spray irrigation, being placed within 24 inches of curbs along public streets. 70. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the American Association of State Highway and Transportation Officials (AASHTO) "A Policy on Geometric Design of Highways and Streets", 5th Edition or latest, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way. MAINTENANCE 71. The applicant shall comply with the provisions of Section 13.24.160 (Maintenance), LQMC. 72. The applicant shall make provisions for the continuous and perpetual maintenance of all private on-site improvements, perimeter landscaping, access COA - TTM 33597 19 DIRECTORS DETERMINATION Conditions of Approval - Final Tentative Tract 33597, Time Ext. #3 RT Hughes Co. LLC July 18, 2016 drives, and sidewalks. In particular, the applicant shall provide language in the CC&Rs for continuous and perpetual maintenance by the HOA of the landscaped slope easement along Madison Street. FEES AND DEPOSITS 73. The applicant shall comply with the provisions of Section 13.24.180 (Fees and Deposits), LQMC. These fees include all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes application for plan check and permits. MISCELLANEOUS 74. Perimeter wall designs including height, color, material, design shall be approved by the Architecture and Landscaping Review Committee and the Planning Commission prior to issuance of building permit for the wall. 75. Proposed street names with a minimum of two alternative names per street shall be submitted to the Planning Department for approval. Names to be approved prior to recordation of final map. 76. All mitigation measures contained in Environmental Assessment 2005-541 shall be met. 77. Prior to final map approval, the developer shall submit to the Planning Department for review, a copy of the proposed Covenants, Conditions, and Restrictions (CC&R's) for the project. 78. Production homes require approval of a Site Development Permit application by the Planning Commission. 79. The westerly access shall be restricted to exit only for residents and emergency access only for entry into the site by emergency vehicles. 80. The design of the home on Lot 57 shall incorporate a circular driveway to allow vehicles to leave the lot front-end first. COA - TTM 33597 20