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HomeMy WebLinkAboutParcel Map 31454 WQMP Butterfield Station WATER QUALITY MANAGEMENT PLAN PM31454 PROJECT SPECIFIC WATER QUALITYMANAGEMENT PROGRAM For: Butterfield Station DEVELOPMENT NO: PM 31454 DESIGN REVIEW : PA 050254 • PREPARED FOR VAIL PROPERTIES 11650 IBERIA PL SUITE 130 SAN DIEGO,CA.92128 (858)376-5656 OWNER: JERRY SWANGER JR/VICE PRESIDENT PREPARED BY: MEGALAND ENGINEERS AND ASSOC. 28441 RANCHO CA.RD SUITE 205 TEMECULA,CALIF.92590 (951)699-4624 PROJ. MGR. LREYES WQMP : PREPARATION/REVISION DATE AUGUST 2005;/ FEB. 2007 • August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 Engineer's Certification "" I certify under penalty of law that this document and all the attachments and appendices were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted"" afll-v 4/ 7 Signature Date • Q,pppFESS/0 IL e;km S.I, 117 � OFC • August 2005/Feb. 2007 Water Quality Management Plan (WQMP) PARCEL MAP 31454 OWNER'S CERTIFICATION This project-specific Water Quality Management Plan (WQMP) has been prepared for: VAIL PROPERTIES by Megaland Engineers and Associates for the project known as BUTTERFIELD STATION located between Butterfield Stage Road and Mahlon Vail Circle. This WQMP is intended to comply with the requirements of City of Temecula, Riverside County Area for Parcel 34145, which includes the requirement for the preparation and implementation of a project-specific WQMP. The undersigned, while owning the property/project described in the preceding paragraph, shall be responsible for the implementation of this WQMP and will ensure that this WQMP is amended as appropriate to reflect up-to-date conditions on the site. This WQMP will be reviewed with the facility operator, facility supervisors, employees, tenants, maintenance and service contractors, or any other party (or parties) having responsibility for implementing portions of this WQMP. At least one copy of this WQMP will be maintained at the project site or project office in perpetuity. The undersigned is authorized to certify and to approve implementation of this WQMP. The undersigned is aware that implementation of this WQMP is enforceable under City of Temecula Water Quality Ordinance (Municipal Code Section b. V-540). If the undersigned transfers its interest in the subject property/project, its successor in interest the • undersigned shall notify the successor in interest of its responsibility to implement this WQMP. "I certify under penalty of law that the provision of this WQMP have been reviewed and accepted and that the WQMP will be transferred to future successors in interest." Z�Date T VAIL ASSOCIATES, INC., a California Corporation, General Partner of Vail Properties, a California limited partnership, and duly authorized agent for Butterfield Stage LLC, an Idaho limited liability company By: JE .y D(: WNGE , SR., Se etary • 8/23/2005 WATER QUALITY MANAGEMENT PLAN PM31454 NOTARIZED SIGNATURE SHEET August 2005/Feb. 2007 • CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of S In 1) e 1 G o P b On I' 8 i 2 OD before me, , t'Yi3f to Name and Till Officer(e.g., Jane Doe,Noi Public") personally appeared frilw r �(a r Sr. Name(s).p)Signers) X- personallyknown to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) ja/are subscribed to the within instrument and acknowledged to me that dEANNEAGuutaE he/she/they executed the same in his/her/their as les and that b his/her/their Canmrsabn C 1645460 authorized a�.tY( )� Y %1MVC0fflME*6=F6bI4.2DI "wary Pul lc-Calllorrda sionature(s) on the instrument the ep rson(s), or the San Diego Courcy entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and official seal. • Place Notary Seal Above X t \' AA_ Sil Notary Public OPTIONAL Though the information below is not required bylaw, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document / Title or Type of Document: l,J am P �W��S l 0-A. Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attorneyin Fact ❑ Attorney in Fact " Top of thumb here Y Top of thumb here ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: 0 2004 National Notary Association•9350 De Soto Ave.,P0.Box 2402•Chatsworth,CA 91313-2402 Item No.5907 Reorder:Call Toll-Free 1-800-876-6827 1 /A WATER QUALITY MANAGEMENT PLAN PM31454 • Contents Section Page I. PROJECT DESCRIPTION A-1 II. SITE CHARACTERIZATION A-5 III. POLLUTANTS OF CONCERN A-6 IV. HYDROLIC CONDITIONS OF CONCERN A-7 V. BEST MANAGEMENT PRACTICES A-9 V.1 SITE DESIGN BMPS A-9 V.2 SOURCE CONTROL BMPS A-12 V.3 TREATMENT CONTROL BMPS A-14 VA EQUIVALENT TREATMENT CONTROL ALTERNATIVES A-17 V.5 REGIONALLY-BASED TREATMENT CONTROL PIMPS A-17 VI. OPERATION AND MAINTENANCE RESPONSIBILITY FOR • TREATMENT CONTROL BMPS A-18 VII. FUNDING A-20 APPENDICES A. CONDITIONS OF APPROVAL B. VICINITY MAP AND SITE PLAN C. SUPPORTING DETAIL RELATED TO HYDRAULIC CONDITIONS OF CONCERN (IF APPLICABLE) D. EDUCATIONAL MATERIALS E. SOILS REPORT(IF APPLICABLE) F. TREATMENT CONTROL BMP SIZING CALCULATIONS AND DESIGN DETAILS G. AGREEMENTS—CC&Rs,COVENANT AND AGREEMENTS AND/OR OTHER MECHANISMS FOR ENSURING ONGOING OPERATION, MAINTENANCE, FUNDING AND TRANSFER OR REQUIREMENTS FOR THIS PROJECT-SPECIFIC WQMP H. PHASE I ENVIRONMENTAL SITE ASSESSMENT—SUMMARY OF SITE REMEDIATION • CONDUCTED AND USE RESTRICTIONS/if applicable August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 • I. Project Description The project description shall completely and accurately describe in narrative form, and with supporting figures (maps or exhibits), where facilities will be located, what activities will be conducted and where, what kinds of materials will be used and/or stored, how and where materials will be delivered, and the types of wastes that will be generated. The following information shall be described and/or addressed in the "Project Description" section of the project-specific WQMP. • Project owner and WQMP preparer; • Project location • Project size; • Standard Industrial Classification(SIC), if applicable; • Location of facilities; • Activities and location of activities; • Materials Storage and Delivery Areas; • Wastes generated by project activities. • Project Owner: VAIL PROPERTIES 11650 IBERIA PLACE SUITE 13 SAN DIEGO,CA 92128 OWNER: JERRY SWANGER JR/VICE PRESIDENT WQMP Preparer: MEGALAND ENGINEERS AND ASSOCIATES 28441 RANCHO CALIFORNIA ROAD, SUITE 205 TEMECULA, CA 92590 Telephone: (951)699-4624 Project Manager: J. REYES • A-1 August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 PROJECT DESCRIPTION This project known as Butterfield Station is comprised of some 40,500 SF of what is referred to as Big Box Retailers, a Bank building and multi-tenant shop space. All uses are retail in nature. LOCATION OF FACILITIES 32881, 32937, 32909, 32965 Highway 79 South, Temecula Ca 92592 ACTIVITIES The use is consistent with Typical Retail Center • MATERIAL STORAGE Any Storage will be comprised of finished items for sale as there is no Manufacturing on this site DELIVERY AREAS All Delivery areas are to the rear of the project and accessed off of Wolf Store Road, a private Roadway WASTE GENERATED The sole potential waste that would be generated would be from a proposed Restaurant use thru which a grease interceptor would be installed per the requirements of EMWD and criteria met by them. • A-2 August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 Project Site Address: Highway 79 South and Wolf Store Road,Temecula, Ca 92596 Planning Area/ Community name: VAIL RANCH SPECIFIC PLAN 9223, Planning Area Commercial B APN Number(s): 960-030-008/960-030-009 Thomas Bros. Map: Page 979,G-1 and G-2 2006 Edition,TG Project Watershed: Santa Margarita River(HU 902) Sub-watershed: Temecula Creek channel(HU 902.51) Project Site Size: 7.57 acres gross Standard Industrial Classification(SIC)Code: xxxxx Formation of Home Owners' Association(HOA)or Property Owners Association(POA): Y is N ❑ • Additional Permits/Approvals required for the Project AGENCY PERMIT REQUIRED State Department of Fish and Game, 1601 Streambed Alteration Agreement Y ❑ N IM State Water Resources Control Board, Clean Water Act(CWA)section Y ❑ N 12 401 Water Quality Certification US Army Corps of Engineers, CWA section 404 permit Y ❑ N IN US Fish and Wildlife,Endangered Species Act section 7 biological opinion Y ❑ N IM Other(please list in the space below as required) Not Applicable • A-3 August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 Appendix A of this project-specific WQMP includes a complete copy of the final Conditions of Approval. Appendix B of this project-specific WQMP shall include: L A Vicinity Map identifying the project site and surrounding planning areas in sufficient detail to allow the project site to be plotted on Co-Permittee base mapping, and 2. A Site Plan for the project. The Site Plan included as part of Appendix B depicts the following project features: • Location and identification of all structural BMPs, including Treatment Control BMPs. • Landscaped areas. (Confirm other areas.) • Paved areas and intended uses (i.e, parking, outdoor work area, outdoor material storage area, sidewalks, patios,tennis courts, etc.). • Number and type of structures and intended uses (i.e, buildings, tenant spaces, dwelling units community facilities such as pools,recreation facilities,tot lots,etc.) • Infrastructure (i.e., streets, storm drains, etc.) that will revert to public agency ownership and operation • Location of existing and proposed public and private storm drainage facilities (i.e., storm drains, channels, basins, etc.), including catch basins and other inlets/outlet structures. Existing and proposed drainage facilities should be clearly differentiated. • Location(s)of Receiving Waters to which the project directly or indirectly discharges. • • Location of points where onsite(or tributary offsite)flows exit the property/project site. • Proposed drainage areas boundaries, including tributary offsite areas, for each location where flows exit the property/project site. Each tributary area should be clearly denoted. • Pre-and post-project topography. Appendix G of this project specific WQMP shall include copies of CC&Rs, Covenant and Agreements, and/or other mechanisms used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project-specific WQMP requirements. • A-4 Aueust 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 II. Site Characterization Land Use Designation or Zoning: Highway Tourist Commercial Current Property Use: Commercial,vacant Proposed Property Use Commercial Availability of Soils Report: Y M N ❑Note:A soils report is required if infiltration BMPs are utilized. Attach report in Appendix E. Phase 1 Site Assessment: Y ❑ N W Note: If prepared, attache' remediation summary and use restrictions in Appendix H Receiving Waters and 303(d)List Designated Beneficial Uses Proximity to RARE • Hydrologic Unit Impairments Beneficial Use TEMECULA CREEK None MUN,AGR,IND,PROC, APPROX.200' HAS 902.51 GWR,RECI,REC2, WARM,W I LD Murrieta Creek Phosphorus MUN,AGR,IND,PROC, Not a RARE waterbody (HSA 2.52) WR,RECI,REC2, WARM,WILD (approximately I mile from the site) Santa Margarita River- Phosphorus MUN,AGR,IND,REC1, RARE waterbody Upper portion(HSA 2.22) REC2,WARM,COLD, (approximately 3 miles from WILD,RARE the site) Santa Margarita River— None MUN,AGR,IND,PROC, RARE waterbody Upper portion(USA 2.2 1, RECI,REC2,WARM, (approximately 6,19,22,25 2.13,2.12,2.11) COLD,WILD,RARE tmiles from the site, respectively) Santa Margarita Lagoon Eutrophic RECI,REC2,EST,WILD, RARE waterbody (HSA 2.11) RARE,MAR,MIGR, SPWN (approximately 28 miles from the site) Pacific Ocean None IND,NAV,RECI,REC2, RARE waterbody COMM,BIOL,WILD, (approximately 29 RARE,MAR,AQUA, miles from the site) MIGR,SPWN,SHELL • A-5 August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 III. Pollutants of Concern Urban Runoff Pollutants: SEDIMENT/TURBIDITY, NUTRIENTS, TRASH AND DEBRIS, OXYGEN DEMANDING SUBSTANCES, BACTERIA AND VIRUSES, OIL AND GREASE,AND PERSTICIDES Item 41 Addressed in Section II , Receiving water table Item#2 Addressed in Section II ,Receiving water table Item # 3 Parking Lots' will be used as the pollutant category for this WQMP. As such, the pollutants associated with parking lots are listed below. POLLUTANTS POTENTIAL 303 (d) Expected Potential SOURCE LISITNG Sediment/Turbidity Landscaping Nutrients Landscaping Organic Compounds Vehicles Trash/Debris Parking Lot O.D.S. Landscaping Bacteria/Viruses Animal Waste Oil Grease Vehicle./Parking Lot Pesticides Landscaping Metals Parking/Vehicles Pollutant of Concern: Temecula not listed as impaired for pollutants; however when waters reach the Santa Margarita River(SMR),the impairment is phosphorous Legacy Pollutants: Prior to the development, the site was vacant and undeveloped as there are no legacy pollutants • A-6 August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 IV. Hydrologic Conditions of Concern Impacts to the hydrologic regime from the Project may include increased runoff volume and velocity; reduced infiltration; increased flow frequency, and peaks; faster time to reach peak flow; and water quality degradation. Under certain circumstances, changes could also result in the reduction in the amount of available sediment for transport; storm flows could fill this sediment-carrying capacity by eroding the downstream channel. These changes have the potential to permanently impact downstream channels and habitat integrity. A change to the hydrologic regime of a Project's site would be considered a hydrologic condition of concern if the change would have a significant impact on the downstream erosion compared to the pre-development condition or have significant impacts on stream habitat, alone or as part of a cumulative impact from development in the watershed. This project-specific WQMP must address the issue of Hydrologic Conditions of Concern unless one of the following conditions are met: • Condition A: Runoff from the Project is discharged directly to a publicly-owned, operated and maintained MS4; the discharge is in full compliance with Co-Permittee requirements for connections and discharges to the MS4 (including both quality and quantity requirements); the discharge would not significantly impact stream habitat in proximate Receiving Waters; and the discharge is authorized by the Co-Permittee. • Condition B: The project disturbs less than I acre. The disturbed area calculation should include • all disturbances associated with larger plans of development. • Condition C: The project's runoff flow rate, volume, velocity and duration for the post- development condition do not exceed the pre-development condition for 2-year, 24-hour and 10- year 24-hour rainfall events. This condition can be achieved by minimizing impervious area on a site and incorporating other site-design concepts that mimic pre-development conditions. The condition must be substantiated by hydrologic modeling methods acceptable to the Co-Permittee. This Project meets the following condition: THIS PROJECT MEETS THE CRITERIA OF CONDITION A. • A-7 August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 • AREA A STORM EVENT 2 YEAR- 24 HR 10 YEAR—24 HR 100 YEAR—24 HR PRE- POST- PRE- POST- PRE- POST- DEVELOPED DEVELOPED DEVELOPED DEVELOPED DEVELOPED DEVELOPED Q-CFS 0.38 0.37 1.10 0.85 1.86 1.56 VELOCITY • FT/SEC *** **** *** *** **** **** VOLUME ACRE-FT 0.267 0.255 0.477 0.393 0.842 0.683 DURATION MINUTES **** **** *** *** *** *** • A-8 August 2005/Feb. 2007 Water Quality Management Plan (WQMP) PM. 31454 AREA B STORM EVENT 2 YEAR- 24 HR 10 YEAR—24 HR 100 YEAR—24 HR PRE- POST- PRE- POST- PRE- POST- DEVELOPED DEVELOPED DEVELOPED DEVELOPED DEVELOPED DEVELOPED Q-CFS *** 0.27 0.33 0.65 0.96 1.20 VELOCITY • FT/SEC *** *** *** *** *** *** VOLUME ACRE-FT *** 0.19 0.23 0.295 0.41 0.512 DURATION MINUTES *** *** *** *** *** *** • August 2005/Feb. 2007 Water Quality Management Plan (WQMP) . PM. 31454 AREA C STORM EVENT 2 YEAR- 24 HR 10 YEAR—24 HR 100 YEAR—24 HR PRE- POST- PRE- POST- PRE- POST- DEVELOPED DEVELOPED DEVELOPED DEVELOPED DEVELOPED DEVELOPED Q-CFS 0.12 0.11 0.34 0.33 0.57 0.55 VELOCITY FT/SEC *++ *** se** + ++** *++* • VOLUME ACRE-FT 0.082 0.078 0.147 0.14 0.26 0.25 DURATION MINUTES • August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 V. Best Management Practices V.1 SITE DESIGN BMPs; Site design BMP for parcel 31454 are all proposed within project boundary via a grass swale BMP as shown on the BMP site plan Exhibit Appendix`B"; Operation and Maintenance (O&M) requirements for grass swales shall be conducted on a periodic basis and after each storm events;the swales shall be constructed concurrent with the landscaping. Table 1 Site Design BMPs Included Design Technique Specific BMP Yes No Concept NINVINAMENRIM Maximize the permeable area (See Section 111 ❑ 4.5.1 of the WQMP). Incorporate landscaped buffer areas between sidewalks and streets. 111 ❑ Maximize canopy interception and water conservation by preserving existing native trees and shrubs, and planting additional ❑ o native or drought tolerant trees and large V o shrubs. V Minimize Use natural drainage systems. 111 ❑ e a' Urban Where soils conditions are suitable, use perforated pipe or gravel filtration pits for low go ❑ Runoff flow infiltration. ti Construct onsite ponding areas or retention facilities to increase opportunities for infiltration consistent with vector control E ❑ objectives. Other comparable and equally effective site design concepts as approved by the Co- ❑ Permittee (Note: Additional narrative required to describe BMP and how it addresses Site Design concept). • A-9 August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 Table 1. Site Design BMPs (Cont.) Included Design Technique Specific BMP Yes No Concept Maximize the permeable area (See Section E ❑ 4.5.1 of the WQMP). Construct walkways, trails, patios, overflow parking lots, alleys, driveways, low-traffic streets and other low -traffic areas with open- 11 ❑ jointed paving materials or permeable N surfaces, such as pervious concrete, porous CL asphalt, unit pavers, and granular materials. Minimize Construct streets, sidewalks and parking lot v aisles to the minimum widths necessary, as Impervious provided that public safety and a walk able El environment for pedestrians are not m compromised. o Footprint Reduce widths of street where off-street w N parking is available. El Minimize the use of impervious surfaces, such as decorative concrete, in the landscape E ❑ design. Other comparable and equally effective site design concepts as approved by the Co- Permittee (Note: Additional narrative required ❑ X-1 describing BMP and how it addresses Site Design concept). Conserve natural areas (See WQMP Section ❑ M 4.5.1). m Conserve Maximize canopy interception and water conservation by preserving existing native trees El Natural and shrubs, and planting additional native or drought tolerant trees and large shrubs. y Use natural drainage systems. m Areas ❑ Other comparable and equally effective site design concepts as approved by the Co-Permittee ❑ (Note: Additional narrative required describing X-1 x BMP and how it addresses Site Design concept). August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 Table 1. Site Design BMPs (Cont.) Included Design Technique Specific BMP Yes No Concept Residential and commercial sites must be designed to contain and infiltrate roof runoff, a ❑ or direct roof runoff to vegetative swales or buffer areas, where feasible. Where landscaping is proposed, drain impervious sidewalks, walkways, trails, and M ❑ patios into adjacent landscaping. Increase the use of vegetated drainage swales in lieu of underground piping or R ❑ imperviously lined swales. Rural swale system: street sheet flows to vegetated swale or gravel shoulder, curbs at ❑ Minimize street corners, culverts under driveways and street crossings. CL Directly Urban curb/swale system: street slopes to curb; ® ❑ m periodic swale inlets drain to vegetated swale/bio- c filter. VConnected Dual drainage system: First flush captured in street catch basins and discharged to adjacent vegetatedEl ❑ c swale or gravel shoulder, high flows connect directly to Impervious MS4s. Design driveways with shared access, flared (single y lane at street) or wheel strips (paving only under tires); ❑ X(2) NAreas or, drain into landscaping prior to discharging to the MS4. (DC/As) Uncovered temporary or guest parking on private NOT A residential lots may be paved with a permeable ❑ PART surface, or designed to drain into landscaping prior to OF PROJ. discharging to the MS4. Where landscaping is proposed in parking areas, incorporate landscape areas into the drainage design. ❑ X(1) Overflow parking (parking stalls provided in excess of NOT A the Co-Permittee's minimum parking requirements) E] PART may be constructed with permeable paving. OF PROJ Other comparable and equally effective design concepts as approved by the Co-Permittee (Note: ❑ X(1) Additional narrative required describing BMP and how it addresses Site Design concept). X (1)Not applicable using infiltration system X (2) Adjacent driveways have constructed A-Il August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 V.2 SOURCE CONTROL BMPs TABLE2: Check One Not If not applicable, state BMP Name Included Applicable brief reason Non-Structural Source Control BMPs Education for Property Owners, Operators, ❑ Tenants, Occupants,or Employees Activity Restrictions am ❑ Irrigation System and Landscape Maintenance 1M ❑ Common Area Litter Control ❑ Street Sweeping Private Streets and Parking Lots 1111 ❑ Drainage Facility Inspection and Maintenance ❑ Structural Source Control BMPs • MS4 Stenciling and Signage ❑ Landscape and Irrigation System Design ❑ Protect Slopes and Channels Im ❑ Provide Communit Car Wash Racks ❑ El Properly Design: ❑ ❑ Fueling Areas ❑ 1111 Air/Water Supply Area Drainage ❑ 11 Trash Storage Areas Is ❑ Loading Docks Im ❑ Maintenance Bas ❑ 1111111 Vehicle and Equipment Wash Areas ❑ Outdoor Material Storage Areas ❑ Outdoor Work Areas or Processing Areas ❑ • Provide Wash Water Controls for Food ❑ Im Preparation Areas Home Owners Association and County of Riverside will be responsible for Non-Structural Source and Structural Source Control BMPs(See Appendix I for applicable BMP. August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 See Appendix B-Site Plan for Control BMP Appendix D- includes color exhibits of educational materials to be used in implementing this Project Specific WQMP. SUMMARY OF ACTIVITIES/ WITH RESPONSIBLE PARTY" n kt-i .3 4 crus .& rv,tE�t saes u� Pt r' -�, k� M 5av O/M VAIL RANCH PROPERTIES Education Annually OWNERS ASSOC. AS PART OF THE CCR'S O/M VAIL RANCH PROPERTIES Onsite Restrictions Daily OWNERS ASSOC. AS PART OF THE CCR'S Irrigation and Landscape O/M VAIL RANCH PROPERTIES • Maintenance Bi-monthly OWNERS ASSOC. AS PART OF THE CCR'S O/M VAIL RANCH PROPERTIES Litter Control Daily OWNERS ASSOC.AS PART OF THE CCR'S O/M VAIL RANCH PROPERTIES Parking Lot Sweeping Twice per Month OWNERS ASSOC. AS PART OF THE CCR'S Drainage facility Inspection O/M VAIL RANCH PROPERTIES And maintenance Monthly OWNERS ASSOC. AS PART OF THE CCR'S .0 10. ���r� 5' u i HBO;IF ERTIES Stenciling and/tSignag::[ OWNERS ASSOC. AS PART OF Bi-Annuall ( rior to wet-weather season) THE CCR'S O M VAIL RANCH PROPERTIES Irrigation System Design Quarterly OWNERS ASSOC. AS PART OF THE CCR'S O/M VAIL RANCH PROPERTIES Protect slopes and channels OWNERS ASSOC. AS PART OF Bi-monthly THE CCR'S • Trash storage areas/Loading Daily O/M VAIL RANCH PROPERTIES docks OWNERS ASSOC.AS PART OF THE CCR'S A-13 August 2005/Feb. 2007 WATER QUALITY MANAGEMENT PLAN PM31454 • V.3 TREATMENT CONTROL BMPs A Grass swale is a wide, shallow densely vegetated channel that treats stormwater runoff as it is slowly conveyed into a downstream system. These swales have very shallow slopes in order to allow maximum contact time with the vegetation. (See Appendix I for Applicable BMPs) Supporting engineering calculations for QBma and/or Valla and Treatment Control BMP design are included in Appendix F. Note: Projects that will utilize infiltration-based Treatment Control BMPs (e.g., Infiltration Basins, Infiltration Trenches, Porous Pavement) must include a copy of the property/project soils report as Appendix E to the project-specific WQMP. The selection of a Treatment Control BMP (or BMPs) for the project must specifically consider the effectiveness of the Treatment Control BMP for pollutants identified as causing an impairment of Receiving Waters to which the project will discharge Urban Runoff. A-14 August 2005/Feb. 2007 Water Quality ManagAt Plan (WQMP) • PM. 31454 TABLE 3. TREATMENT CONTROL BMP SELECTION MATRIX Treatment Control BMP Cate ories(9) Pollutant of Concern Veg. Swale Detention Infiltration Basins Wet Pond Sand Filter Water Hydrodynamic Manufactured/ l Neg. Filter Basins Trenches/Porous or or Filtration Quality Separator Proprietary Strips Pavement('I(10) Wetlands (4) Inlets Systems Devices Sediment Turbidity H/M M H/M H/M H/M L H/M U Y IM N ❑ 111 ❑ Im ❑ ❑ Ill (L for turbidity) ❑ Nutrients L M H/M H/M UM L L U YE N ❑ 1111 ❑ Im ❑ ❑ Ell ❑ ❑ Organic Compounds U U U U H/M L L U YIE N❑ 111 ❑ U ❑ ❑ Im ❑ ❑ Trash&Debris L M U U H/M M H/M U YJM N❑ 111 ❑ Im ❑ ❑ Is ❑ ❑ Oxygen Demanding L M H/M H/M H/M L L U Substances 1111 ❑ Im ❑ ❑ 1111 ❑ ❑ YEJ N❑ Bacteria & Viruses U U H/M U H/M L L U YE N 9 ❑ Is ❑ ❑ IN ❑ ❑ Oils& Grease H/M M U U H/M M UM U Y N❑ 11 ❑ E ❑ ❑ E ❑ ❑ Pesticides(non-soil U U U U U L L U bound) Y N❑ Im ❑ Im ❑ ❑ 1111 ❑ ❑ Metals H/M M H H H L L U YEE N❑ ffl ❑ ❑ ❑ Im ❑ ❑ August 2005/Feb. 2007 Water Quality Management Plan (WQMP) • PM. 31454 Abbreviations: L: Low removal efficiency H/M: High or medium removal efficiency U: Unknown removal efficiency Notes: (1) Periodic performance assessment and updating of the guidance provided by this table may be necessary. (2) Includes grass swales,grass strips,wetland vegetation swales,and bioretention. (3) Includes extended/dry detention basins with grass lining and extended/dry detention basins with impervious lining. Effectiveness based upon minimum 36-48-hour drawdown time. (4) Includes infiltration basins,infiltration trenches,and porous pavements. (5) Includes permanent pool wet ponds and constructed wetlands. (6) Includes sand filters and media filters. (7) Also known as hydrodynamic devices, baffle boxes,swirl concentrators,or cyclone separators. (8) Includes proprietary stormwater treatment devices as listed in the CASQA Stormwater Best Management Practices Handbooks, other stormwater treatment BMPs not specifically listed in this WQMP, or newly developed/emerging stormwater treatment technologies. (9) Project proponents should base BMP designs on the Riverside County Stormwater Quality Best Management Practice Design Handbook. However, project proponents may also wish to reference the California Stormwater BMP Handbook — New Development and Redevelopment (www.cabmohandbooks.com). The Handbook contains additional information on BMP operation and maintenance. (10) Note: Projects that will utilize infiltration-based Treatment Control BMPs (e.g., Infiltration Basins, Infiltration Trenches, Porous Pavement) must include a copy of the property/project soils report as Appendix E to the project-specific WQMP. The selection of a Treatment Control BMP(or BMPs)for the project must specifically consider the effectiveness of the Treatment Control BMP for pollutants identified as causing an impairment of Receiving Waters to which the project will discharge Urban Runoff. • A-16 August 2OO5/Feb. 2007 Water Quality Management Plan (WQMP) PM. 31454 VA EQUIVALENT TREATMENT CONTROL ALTERNATIVES. " Not applicable" V.5 REGIONALLY-BASED TREATMENT CONTROL BMPs " Not applicable" • A-17 August 2005/Feb. 2007 Water Quality Management Plan (WQMP) • PM. 31454 VI. Operation and Maintenance Responsibility for Treatment Control BMPs VAIL RANCH PROPERTIES OWNERS ASSOCIATION will be responsible for landscaping and irrigation systems, private storm drain system located in Wolf Store Road, landscaping and efficient irrigation in Highway 79 south, regulating unlined grass swales,and public education for property owners. There is no public drainage system within the Project Boundary.Temecula Creek is currently maintained by Riverside County Flood Control and Conservation District. • A-18 August 2005/Feb. 2007 Water Quality Management Plan (WQMP) PM. 31454 ai t e3� Responsible v3 t ��Structurai'���Capital ,�, AnnualL,� sta�lJp�r O&M��t � � Responslble�� Costs O&NtFtequenc� tlingParty for long �. BMPSir3 !� vi �--s�� nXEaPB(ty �� ($)�k _. � � „� _ k O._ ffl'N a .. �� tnstaitatlon Vegetated Prior to Bi- Facility Infiltration 15000 2500 Occupancy monthly, Developer Owner/Same Swale CB Stencils 1500 300 Prior to Bi - Developer Facility Occupancy Annually Owner/Same A-19 August 2005/Feb. 2007 Water Quality Management Plan (WQMP) PM. 31454 • VII. Funding • Short Tenn funding : VAIL PROPERTIES will be responsible for one-year operation and maintenance of post Construction BMPs • Long term funding: VAIL RANCH PROPERTIES OWNERS ASSOCIATION will be responsible for long term maintenance and funding. Please refer to Insert a on the next sheet. A source of funding is required for all site design, source control,and treatment BMPs. For this project, the facility owner of the project will fund the installation, operation, and maintenance of all BMPs set forth in this WQMP. Where the facility owner requires a lessee or other party to install, operate, and maintain the BMPs,the facility owner will maintain ultimate funding responsibilities, and will upon default of the lessee or other party to fulfill these responsibilities, shall cause the same to be performed at the facility owners's expense. Nothing in this WQMP shall prevent the facility owner from pursuing cost recovery from any lessee or other party responsible for the BMPs, or from pursuing remedies for the default of responsibilities as provided by the lease contract and law. The facility owner for BUTTERFIELD STATION will be responsible for the installation, operation, and • maintenance of all BMPs until such time that the business is sold. Facility Owner's Signature Date Facility Owner's Printed Name Facility Owner's Title/Position VAIL PROPERTIES 11650 1BERIA PL SUITE 130 SAN DIEGO,CA. 92128 (858)376-5656 OWNER:JERRY SWANGER JR/VICE PRESIDENT A-20 • August 2005/Feb. 2007 Water Quality Management Plan (WQMP) PM. 31454 • EMPLOYEE EDUCATION LOG Printed Name Name/ Signature Date WQMP materials Mo/Day/Year August 2005/Feb. 2007 Water Quality Management Plan (WQMP) PM. 31454 • August 2005/Feb. 2007 Water Quality Management Plan (WQMP) PM. 31454 Appendix A Conditions of Approval Planning Commission Resolution: 2003-0355 Dated: OCTOBER 23,2003 • • August 2005/Feb. 2007 • EXHIBIT A CITY OF TEMECULA FINAL CONDITIONS OF APPROVAL Planning Application No.: PA05-0254 and PA05-0319 Project Description: Planning Application No. PA05-0254 is a request for a Development Plan to construct a new commercial 73,306 square foot shopping center that includes five retail buildings and Planning Application No. PA05-0319 a Conditional Use Permit to a Development Plan for a drive-through Automatic Teller Machine for a Wells Fargo Bank located on Highway 79 South between Mahlon Vail and Butterfield Stage Road. e&0 -024 a� z131L0 ' Zf� e 0-00 , Z� Assessor's Parcel No. 952-202,011,012, a� d 0 MSHCP Category: Retail/Service DIF Category: Retail/Service TUMF Category: Retail/Service • Approval Date: December 14, 2005 Expiration Date: December 14, 2007 WITHIN FORTY-EIGHT(48) HOURS OF THE APPROVAL OF THIS PROJECT Planning Department 1. The applicant/developer shall deliver to the Planning Department a cashier's check or money order made payable to the County Clerk in the amount of the Sixty Four Dollars ($64.00) County administrative fee, to enable the City to file the Notice of Determination for the Negative Declaration required under Public Resources Code Section 21108(a) and California Code of Regulations Section 15075. If within said forty-eight (48) hour period the applicant/developer has not delivered to the Planning Department the check as required above, the approval for the project granted shall be void by reason of failure of condition [Fish and Game Code Section 711.4(c)]. • G:\Planning\2005\PA05-0254 Butterfield station DP\Planning\Final COA's.docl p� C! GENERAL REQUIREMENTS • • GAPlanningi2005\PA05-0254 Butterfield Station DP\Planning\Final COA's.doc2 • Planning Department 2. The applicant and owner of the real property subject to this condition shall hereby agree to indemnify, protect, hold harmless, and defend the City with Legal Counsel of the City's own selection from any and all claims, actions, awards, judgments, or proceedings against the City to attack, set aside, annul, or seek monetary damages resulting, directly or indirectly, from any action in furtherance of and the approval of the City, or any agency or instrumentality thereof, advisory agency, appeal board or legislative body including actions approved by the voters of the City, concerning the Planning Application. The City shall be deemed for purposes of this condition, to include any agency or instrumentality thereof, or any of its elected or appointed officials, officers, employees, consultants, contractors, legal counsel, and agents. City shall promptly notify both the applicant and landowner of any claim, action, or proceeding to which this condition is applicable and shall further cooperate fully in the defense of the action. The City reserves the right to take any and all action the City deems to be in the best interest of the City and its citizens in regards to such defense. 3. The permittee shall obtain City approval for any modifications or revisions to the approval of this development plan. 4. This approval shall be used within two (2) years of the approval date; otherwise, it shall become null and void. By use is meant the beginning of substantial construction contemplated by this approval within the two (2) year period, which is thereafter diligently pursued to completion, or the beginning of substantial utilization contemplated by this approval. • 5. The Director of Planning may, upon an application being filed within thirty days prior to expiration, and for good cause, grant a time extension of up to three one-year extensions of time, one year at a time. 6. Trash enclosures shall be provided to house all trash receptacles utilized on the site. 7. All downspouts shall be internalized. 8. The development of the premises shall substantially conform to the approved site plan and elevations contained on file with the Planning Department. 9. The conditions of approval specified in this resolution, to the extent specific items, materials, equipment, techniques, finishes or similar matters are specified, shall be deemed satisfied by staffs prior approval of the use or utilization of an item, material, equipment, finish or technique that City staff determines to be the substantial equivalent of that required by the condition of approval. Staff may elect to reject the request to substitute, in which case the real party in interest may appeal, after payment of the regular cost of an appeal, the decision to the Planning Commission for its decision. Material Color Roof Tile Concrete Shingles, color: New Cedar Stone Veneer Durango Mountain Ledge Stone Tilt-up Concrete Panel Freeze Paint 8210 Whispering Birch, Freeze Paint 8215D Tattersall Brown, Freeze Paint 8735 Wild • Country, G:\Planning\2005\PA05-0254 Butterfield station DP\Planning\Final COA's.doc3 • Wood Rafter Tails Trim Olympic Solid Body Stain Russet Cement Siding Certainteed preprimed cedar lap siding painted with Freeze 8214M Tobacco Road 10. Landscaping installed for the project shall be continuously maintained to the reasonable satisfaction of the Planning Director. If it is determined that the landscaping is not being maintained, the Planning Director shall have the authority to require the property owner to bring the landscaping into conformance with the approved landscape plan. The continued maintenance of all landscaped areas shall be the responsibility of the developer or any successors in interest. 11. A separate building permit shall be required for all signage. 12. The applicant shall submit to the Planning Department for permanent filing two (2)8" X 10" glossy photographic color prints of the approved Color and Materials Board and the colored architectural elevations. All labels on the Color and Materials Board and Elevations shall be readable on the photographic prints. 13. The applicant shall comply with the approved PA03-0335 Mitigation Monitoring Program attached. 14. The applicant shall sign both copies of the final conditions of approval that will be provided by the Planning Department staff, and return one signed set to the Planning Department for their files. • Public Works Department 15. A Grading Permit for precise grading, including all on-site flat work and improvements, shall be obtained from the Department of Public Works prior to commencement of any construction outside of the City-maintained street right-of-way. 16. An Encroachment Permit shall be obtained from the Department of Public Works prior to commencement of any construction within an existing or proposed City right-of-way. 17. All grading plans hall be coordinated for consistency with adjacent projects and existing improvements contiguous to the site and shall be submitted on standard 24" x 36" City of Temecula mylars. 18. The project shall include construction-phase pollution prevention controls and permanent post-construction water quality protection measures into the design of the project to prevent non-permitted runoff from discharging offsite or entering any storm drain system or receiving water. 19. A Water Quality Management Plan (W QMP) shall be submitted to the City. The WQMP will include site design BMPs (Best Management Practices), source controls, and treatment mechanisms. 20. The driveway on Highway 79 South is restricted to a right-in/right-out movement. G:\Planning\2005\PA05-0254 Butterfield station oP\Planning\Final COA's.doc4 3 � Fire Prevention 21. Final fire and life safety conditions will be addressed when building plans are reviewed by the Fire Prevention Bureau. These conditions will be based on occupancy, use, the California Building Code (CBC), California Fire Code (CFC), and related codes which are in force at the time of building plan submittal. 22. The Fire Prevention Bureau is required to set a minimum fire flow for the remodel or construction of all commercial buildings per CFC Appendix IIIA, Table A-III-A-1. The developer shall provide for this project, a water system capable of delivering 4000 GPM at 20 PSI residual operating pressure, plus an assumed sprinkler demand of 850 GPM for a total fire flow of 4850 GPM with a 4 hour duration. The required fire flow may be adjusted during the approval process to reflect changes in design, construction type, or automatic fire protection measures as approved by the Fire Prevention Bureau. The Fire Flow as given above has taken into account all information as provided. (CFC 903.2, Appendix III-A) 23. The Fire Prevention Bureau is required to set minimum fire hydrant distances per CFC Appendix III-B, Table A-111-B-1 . Fire hydrants, in a combination of on-site and off-site(6"x4,, x 2-2 1/2" outlets) shall be located on Fire Department access roads and adjacent public streets. Hydrants shall be spaced no less than 4000 feet apart, at each intersection and shall be located no more than 250 feet from any point on the street or Fire Department access road(s) frontage to a hydrant. The required fire flow shall be available from any adjacent hydrant(s) in the system. The upgrade of existing fire hydrants may be required. (CFC 903.2, 903.4.2, and Appendix III-B) 24. If construction is phased, each phase shall provide approved access and fire protection prior to any building construction. (CFC 8704.2 and 902.2.2) 25. During remodeling and/or addition construction ALL FIRE and LIFE SAFETY SYSTEMS will be maintained in working order and up to their original design and performance specifications. 26. Access to sprinkler riser room must not be obstructed at anytime by adjacent vehicle traffic, or for any other reason. 27. Covered drive-thru teller machine area must be fire sprinklered. Community Services 28. The trash enclosure shall be large enough to hold two bins, one dedicated to recycling as well as one for other solid waste. 29. The developer shall contact the City's franchised solid waste hauler for disposal of construction debris. Only the City's franchisee may haul construction debris. 30. Any damage done during construction to the existing 8 foot wide trail shall be repaired to TCSD's standards. 31. The Applicant shall comply with the Public Art Ordinance. Details of the ordinance can be located on the City's website at www.citvoftemecula.org;under Chapter 5.08 of the municipal code. • G:\Planning\2005\PA05-0254 Butterfield Station DP\Planning\Final COA's.doc5 32 • 32. All parkways, landscaping, fencing, trail, entry median and on site lighting shall be maintained by the property owner or maintenance association. Building and Safety Department 33. All design components shall comply with applicable provisions of the 2001 edition of the California Building, Plumbing and Mechanical Codes; 2001 California Electrical Code; California Administrative Code, Title 24 Energy Code, California Title 24 Disabled Access Regulations, and the Temecula Municipal Code. 34. The City of Temecula has adopted an ordinance to collect fees for a Riverside County area wide Transportation Uniform Mitigation Fee (TUMF). Upon the adoption of this ordinance on March 31, 2003, this project will be subject to payment of these fees at the time of building permit issuance. The fees shall be subject to the provisions of Ordinance 03-01 and the fee schedule in effect at the time of building permit issuance. 35. Submit at time of plan review, a complete exterior site lighting plans showing compliance with Ordinance No. 655 for the regulation of light pollution. All street-lights and other outdoor lighting shall be shown on electrical plans submitted to the Department of Building and Safety. Any outside lighting shall be hooded and directed so as not to shine directly upon adjoining property or public rights-of-way. 36. A receipt or clearance letter from the Temecula Valley School District shall be submitted to the Building and Safety Department to ensure the payment or exemption from School Mitigation Fees. • 37. Obtain all building plans and permit approvals prior to commencement of any construction work. 38. Show all building setbacks. 39. Provide house electrical meter provisions for power for the operation of exterior lighting, fire alarm systems. For developments with multiple buildings, each separate building shall be provided with a house meter. 40. Provide an approved automatic fire sprinkler system. 41. All building and facilities must comply with applicable disabled access regulations. Provide all details on plans. (California Disabled Access Regulations effective April 1, 1998) 42. Provide disabled access from the public way to the main entrance of the building. 43. Provide van accessible parking located as close as possible to the main entry. 44. Show path of accessibility from parking to furthest point of improvement. 45. Trash enclosures, patio covers, light standards, and any block walls if not on the approved building plans, will require separate approvals and permits. G\Planning\2005\PA05-0254 Butterfield Station DP\PlanningTinal COA's.doo6 33 • 46. Signage shall be posted conspicuously at the entrance to the project that indicates the hours of construction, shown below, as allowed by the City of Temecula Ordinance No. 94-21, specifically Section G (1)of Riverside County Ordinance No. 457.73,for any site within one- quarter mile of an occupied residence. Monday-Friday 6:30 a.m. —6:30 p.m. Saturday 7:00 a.m. — 6:30 p.m. No work is permitted on Sundays or Government Holidays • • GAPlanning\2005\PA05-0254 Butterfield Station DP\Planning\Final COA's.doc7 .3� PRIOR TO ISSUANCE OF GRADING PERMITS • • GAPlanning\2005\PA05-0254 Butterfield Station DPTIanning\Pinal COA's.doc8 • Planning Department 47. Provide the Planning Department with a copy of the underground water plans and electrical plans for verification of proper placement of transformer(s) and double detector check prior to final agreement with the utility companies. 48. The applicant shall submit a photometric plan, including the parking lot to the Planning Department, which meets the requirements of the Development Code and the Palomar Lighting Ordinance. The parking lot light standards shall be placed in such a way as to not adversely impact the growth potential of the parking lot trees. 49. The applicant shall comply with the provisions of Chapter 8.24 of the Temecula Municipal Code (Habitat Conservation) by paying the appropriate fee set forth in that Ordinance or by providing documented evidence that the fees have already been paid. 50. The following shall be included in the Notes Section of the Grading Plan: "If at any time during excavation/construction of the site, archaeological/cultural resources, or any artifacts or other objects which reasonably appears to be evidence of cultural or archaeological resource are discovered, the property owner shall immediately advise the City of such and the City shall cause all further excavation or other disturbance of the affected area to immediately cease. The Director of Planning at his/her sole discretion may require the property to deposit a sum of money it deems reasonably necessary to allow the City to consult and/or authorize an independent, fully qualified specialist to inspect the site at no cost to the City, in order to assess the significance of the find. Upon determining that the discovery is not an archaeological/cultural resource, the Director of Planning shall notifythe • property owner of such determination and shall authorize the resumption of work. Upon determining that the discovery is an archaeological/cultural resource, the Director of Planning shall notify the property ownerthat no further excavation or development maytake place until a mitigation plan or other corrective measures have been approved by the Director of Planning." Public Works Department 51. A Grading Plan shall be prepared by a registered Civil Engineer and shall be reviewed and approved by the Department of Public Works. The grading plan shall include all necessary erosion control measures needed to adequately protect adjacent public and private property. 52. The Developer shall post security and enter into an agreement guaranteeing the grading and erosion control improvements in conformance with applicable City Standards and subject to approval by the Department of Public Works. 53. A Soil Report shall be prepared by a registered Soil or Civil Engineer and submitted to the Director of the Department of Public Works with the initial grading plan check. The report shall address all soils conditions of the site, and provide recommendations for the construction of engineered structures and pavement sections. 54. A Geological Report shall be prepared by a qualified engineer or geologist and submitted to the Department of Public Works with the initial grading plan check. The report shall address special study zones and the geological conditions of the site, and shall provide recommendations to mitigate the impact of liquefaction. • G\Planning\2005\PA05-0254 Butterfield station MPlanning\Final COA's.doc9 36 55. The Developer shall have a Drainage Study prepared by a registered Civil Engineer in accordance with City Standards identifying storm water runoff expected from this site and upstream of this site. The study shall identify all existing or proposed public or private drainage facilities intended to discharge this runoff. The study shall also analyze and identify impacts to downstream properties and provide specific recommendations to protect the properties and mitigate any impacts. Any upgrading or upsizing of downstream facilities, including acquisition of drainage or access easements necessary to make required improvements, shall be provided by the Developer. 56. Construction-phase pollution prevention controls shall be consistent with the City's Grading, Erosion & Sediment Control Ordinance and associated technical manual, and the City's standard notes for Erosion and Sediment Control. 57. The project shall demonstrate coverage under the State NPDES General Permit for Construction Activities by providing a copy of the Waste Discharge Identification number (WDID) issued by the State Water Resources Control Board (SWRCB). A Stormwater Pollution Prevention Plan (SW PPP)shall be available at the site throughout the duration of construction activities. 58. As deemed necessary by the Director of the Department of Public Works, the Developer shall receive written clearance from the following agencies: a. San Diego Regional Water Quality Control Board b. Riverside County Flood Control and Water Conservation District c. Planning Department • d. Department of Public Works 59. The Developer shall comply with all constraints which may be shown upon an Environmental Constraint Sheet (ECS) recorded with any underlying maps related to the subject property. 60. Permanent landscape and irrigation plans shall be submitted to the Planning Department and the Department of Public Works for review and approval. 61. The Developer shall obtain any necessary letters of approval or slope easements for off-site work performed on adjacent properties as directed by the Department of Public Works. 62. A flood mitigation charge shall be paid. The Area Drainage Plan fee is payable to the Riverside County Flood Control and Water Conservation District by either cashier's check or money order, prior to issuance of permits, based on the prevailing area drainage plan fee. If the full Area Drainage Plan fee or mitigation charge has already been credited to this property, no new charge needs to be paid. 63. The site is in an area identified on the Flood Insurance Rate Map. This project shall comply with Chapter 15, Section 15.12 of the City Municipal Code which may include obtaining a Letter of Map Revision from FEMA. A Flood Plain Development Permit shall be submitted to the Department of Public Works for review and approval. GAPlanning\2005\PA05-0254 Butterfield Station MPlanning\Final COA's.dccl0 37 PRIOR TO ISSUANCE OF BUILDING PERMIT • GAI'lanning\2005\PA05-0254 Butterfield Station DP\Planning\Final COA's.docl l �d� Planning Department 64. A comprehensive sign program application shall be filed with the Planning Department before the issuance of a sign permit. 65. Three (3) copies of Construction Landscaping and Irrigation Plans shall be reviewed and approved by the Planning Department. These plans shall conform to the approved conceptual landscape plan, or as amended by these conditions. The location, number, genus, species, and container size of the plants shall be shown. The plans shall be consistent with the Water Efficient Ordinance. The plans shall be accompanied by the following items: a. Appropriate filing fee (per the City of Temecula Fee Schedule at time of submittal). b. Provide a minimum five foot wide planter to be installed at the perimeter of all parking areas. Curbs, walkways, etc. are not to infringe on this area. C. Provide an agronomic soils report with the construction landscape plans. d. One (1) copy of the approved grading plan. e. Water usage calculations per Chapter 17.32 of the Development Code (Water Efficient Ordinance). f. Total cost estimate of plantings and irrigation (in accordance with approved plan). g. A landscape maintenance program shall be submitted for approval, which details the proper maintenance of all proposed plant materials to assure proper growth and landscape development for the long-term esthetics of the property. The approved maintenance program shall be provided to the landscape maintenance contractor who shall be responsible to carry out the detailed program. h. The landscape plan shall be amended with the following conditions: 66. The site plan shall be modified providing additional landscape area to include trees,shrubs, vines and ground covers along the north and east sides of the Bank; the west side of the Retail Building; north side of Major 1; north side of the Shops Building; and the north and east sides of Major 2 as approved by the Director of Planning in order to provide landscaping in scale with the adjacent building masses. Large canopy trees shall be provided as approved to provide appropriate scale with the Major 1 and Major 2 building masses. 67. Plants in containers shall be provided as approved by the Director of Planning for areas adjacent to store fronts along walkways. 68. All utilities shall be screened from public view. Landscape construction drawings shall show and label all utilities and provide appropriate screening. A 3' clear zone shall be provided around fire check detectors as required by the Fire Department. Utilities shall be grouped together in order to reduce intrusion. Screening of utilities is not to look like an after-thought. Planting beds shall be designed around utilities. All light poles shall be located on the landscape plans and shall not conflict with trees. 69. A landscape maintenance program shall be submitted for approval with the landscape construction plans, which details the proper maintenance of all proposed plant materials to assure proper growth and landscape development for the long-term esthetics of the G:\P1anningt2005\PA05-0254 Butterfield Station DP\Planning\Final COA's.doc12 ) Y7f�' property. The approved maintenance program shall be provided to the landscape maintenance contractor who shall be responsible to carryout the detailed program. 70. A minimum of one broad canopy type tree shall be provided per 4 parking spaces. The trees shall be in close proximity to the parking spaces they are to shade. Additional planting area shall be provided as required to allow for these trees. 71. Building plans shall indicate that all roof hatches shall be painted "International Orange". 72. The construction plans shall indicate the application of painted rooftop addressing plotted on a 9-inch grid pattern with 45-inch tall numerals spaced 9-inches apart. The numerals shall be painted with a standard 9-inch paint roller using fluorescent yellow paint applied over a contrasting background. The address shall be oriented to the street and placed as closely as possible to the edge of the building closest to the street. Public Works Department 73. Precise grading plans shall conform to applicable City of Temecula Standards subject to approval by the Director of the Department of Public Works. The following design criteria shall be observed: a. Flowline grades shall be 0.5% minimum over P.C.C. and 1.00% minimum over A.C. paving. b. Driveways shall conform to the applicable City of Temecula Standard No. 207A. C. Street lights shall be installed along the public streets adjoining the site in accordance with City Standard No. 800, 801, 802 and 803. d. Concrete sidewalks and ramps shall be constructed along public street frontages in accordance with City of Temecula Standard Nos. 400, 401 and 402. e. All street and driveway centerline intersections shall be at 90 degrees. f. Landscaping shall be limited in the corner cut-off area of all intersections and adjacent to driveways to provide for minimum sight distance and visibility. 74. The Developer shall construct the following public improvements to City of Temecula General Plan standards unless otherwise noted. Plans shall be reviewed and approved by the Director of the Department of Public Works: a. Improve Highway 79 South (Urban Arterial Highway Standards- 134' R/W)to include installation of sidewalk, street lights, drainage facilities, signing and striping, utilities (including but not limited to water and sewer). 75. A construction area Traffic Control Plan shall be designed by a registered Civil or Traffic Engineer and reviewed by the Director of the Department of Public Works for any street closure and detour or other disruption to traffic circulation as required by the Department of Public Works. 76. All access rights, easements for sidewalks for public uses shall be submitted and reviewed by the Director of the Department of Public Works and City Attorney and approved by City Council for dedication to the City where sidewalks meander through private property. • GAPlanning2005\PA05-0254 Butterfield Station DP\Planning\Final COA's.doc/3 ��-++ V 77. The building pad shall be certified to have been substantially constructed in accordance with the approved Precise Grading Plan by a registered Civil Engineer, and the Soil Engineer shall issue a Final Soil Report addressing compaction and site conditions. 78. A reciprocal ingress/egress easement shall be recorded between project site and Parcels 1 and 7 of Parcel Map No. 29864. 79. The Developer shall pay to the City the Public Facilities Development Impact Fee as required by, and in accordance with, Chapter 15.06 of the Temecula Municipal Code and all Resolutions implementing Chapter 15.06. 80, The Developer shall pay to the City the Western Riverside County Transportation Uniform Mitigation Fee (TUMF) Program as required by, and in accordance with, Chapter 15.08 of the Temecula Municipal Code and all Resolutions implementing Chapter 15.08. Building and Safety Department At Plan Review Submittal 81. A sound transmission control study shall be prepared and submitted at time of plan review in accordance with the provisions of Appendix Chapter 12, Section 1208A, of the 2001 edition of the California Building Code. 82. Restroom fixtures, number and type, to be in accordance with the provisions of the 2001 edition of the California Building Code Appendix 29. • 83. Provide electrical plan including load calculations and panel schedule, plumbing schematic and mechanical plan applicable to scope of work for plan review. 84. Truss calculations that are stamped by the engineer of record and the truss manufacturer engineer are required for plan review submittal. 85. Provide precise grading plan at plan check submittal to check accessibility for persons with disabilities. Prior to Permit Issuance 86. Provide appropriate stamp of a registered professional with original signature on plans prior to permit issuance. Prior to Beginning Construction 87. A pre-construction meeting is required with the building inspector prior to the start of the building construction. G Tlanning\2005PA05-0254 Butterfield station DPTIanninglFinal GOA's.docl4 Fire Prevention 88. Prior to building construction, all locations where structures are to be built shall have approved temporary Fire Department vehicle access roads for use until permanent roads are installed. Temporary Fire Department access roads shall be an all weather surface for 80,000 lbs. GVW. (CFC 8704.2 and 902.2.2.2) 89. Prior to building final, all locations where structures are to be built shall have approved Fire Department vehicle access roads to within 150 feet to any portion of the facility or any portion of an exterior wall of the building(s). Fire Department access roads shall be an all weather surface designed for 80,000 lbs. GVW with a minimum AC thickness of .25 feet. CFC sec 902) 90. Fire Department vehicle access roads shall have an unobstructed width of not less than twenty-four (24) feet and an unobstructed vertical clearance of not less than thirteen (13) feet six (6) inches. (CFC 902.2.2.1) 91. Prior to building construction, this development shall have two (2) points of access, via all- weather surface roads, as approved by the Fire Prevention Bureau. (CFC 902.2.1) 92. Prior to issuance of building permits, the developer shall furnish one copy of the water system plans to the Fire Prevention Bureau for approval prior to installation. Plans shall be signed by a registered civil engineer; contain a Fire Prevention Bureau approval signature block; and conform to hydrant type, location,spacing and minimum fire flow standards. After the plans are signed by the local water company, the originals shall be presented to the Fire Prevention Bureau for signatures. The required water system including fire hydrants shall be installed and accepted by the appropriate water agency prior to any combustible building materials being placed on an individual lot. (CFC 8704.3, 901.2.2.2 and National Fire Protection Association 24 1-4.1) Community Services 93. Prior to building permit issuance the developer shall provide TCSD verification of arrangements made with the City's franchise solid waste hauler for disposal of construction debris. 94. Prior to issuance of building permits, the developer shall post security and enter into an agreement to install the landscaped median. • GAPlanning\2005\PA05-0254 Butterfield Station DP\Planning\Final COA's.docl5 �oC PRIOR TO RELEASE OF POWER, BUILDING OCCUPANCY OR ANY USE ALLOWED BY THIS PERMIT • GAPlanning\2005\PA05-0254 Butterfield Station DP\Planning\Final C0A's.doc16 y� • Planning Department 95. Prior to the release of power, occupancy, or any use allowed by this permit, the applicant shall be required to screen all loading areas and roof mounted mechanical equipment from view of the adjacent residences and public right-of-ways. If upon final inspection it is determined that any mechanical equipment, roof equipment or backs of building parapet walls are visible from any portion of the public right-of-way adjacent to the project site, the developer shall provide screening by constructing a sloping tile covered mansard roof element or other screening if reviewed and approved by the Director of Planning. 96. All required landscape planting and irrigation shall have been installed consistent with the approved construction plans and shall be in a condition acceptable to the Director of Planning. The plants shall be healthy and free of weeds, disease, or pests. The irrigation system shall be properly constructed and in good working order. 97. Performance securities, in amounts to be determined by the Director of Planning, to guarantee the maintenance of the plantings in accordance with the approved construction landscape and irrigation plan shall be filed with the Planning Department for a period of one year from final certificate of occupancy. After that year, if the landscaping and irrigation system have been maintained in a condition satisfactory to the Director of Planning, the bond shall be released upon request by the applicant. 98. Each parking space reserved for the handicapped shall be identified by a permanently affixed reflectorized sign constructed of porcelain on steel, beaded text or equal, displaying the International Symbol of Accessibility. The sign shall not be smaller than 70 square inches in area and shall be centered at the interior end of the parking space at a minimum height of 80 inches from the bottom of the sign to the parking space finished grade, or centered at a minimum height of 36 inches from the parking space finished grade, ground, or sidewalk. A sign shall also be posted in a conspicuous place, at each entrance to the off- street parking facility, not less than 17 inches by 22 inches, clearly and conspicuously stating the following: Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense.Towed vehicles may be reclaimed by telephoning (951)-696-3000." 99. In addition to the above requirements, the surface of each parking place shall have a surface identification sign duplicating the Symbol of Accessibility in blue paint of at least 3 square feet in size. 100. All site improvements including but not limited to parking areas and striping shall be installed prior to occupancy or any use allowed by this permit. 101. All of the foregoing conditions shall be complied with prior to occupancy or any use allowed by this permit. Public Works Department 102. The project shall demonstrate that the pollution prevention BMPs outlined in the WQMP have been constructed and installed in conformance with approved plans and are ready for immediate implementation. G:\Planning\2005\PA05-0254 Butterfield Station DP\Planning\Final COA's.doc17 (,/ 103. As deemed necessary by the Department of Public Works, the Developer shall receive written clearance from the following agencies: a. Rancho California Water District b. Eastern Municipal Water District C. Department of Public Works 104. All public improvements shall be constructed and completed per the approved plans and City standards to the satisfaction of the Director of the Department of Public Works. 105. The existing improvements shall be reviewed. Any appurtenance damaged or broken shall be repaired or removed and replaced to the satisfaction of the Director of the Department of Public Works. Fire Prevention 106. Prior to issuance of a Certificate of Occupancy or building final, approved numbers or addresses shall be provided on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall be of a contrasting color to their background. Commercial, multi-family residential and industrial buildings shall have a minimum twelve (12) inches numbers with suite numbers a minimum of six (6) inches in size. All suites shall gave a minimum of six (6) inch high letters and/or numbers on both the front and rear doors. (CFC 901.4.4) 107. Prior to issuance of Certificate of Occupancy or building final, based on square footage and • type of construction, occupancy or use, the developer shall install a fire sprinkler system. Fire sprinkler plans shall be submitted to the Fire Prevention Bureau for approval prior to installation. (CFC Article 10, CBC Chapter 9) 108. Prior to issuance of Certificate of Occupancy or building final, based on a requirement for monitoring the sprinkler system, occupancy or use, the developer shall install an fire alarm system monitored by an approved Underwriters Laboratory listed central station. Plans shall be submitted to the Fire Prevention Bureau for approval prior to installation. (CFC Article 10) 109. Prior to the issuance of a Certificate of Occupancy or building final, a "Knox-Box" shall be provided. The Knox-Box shall be installed a minimum of six(6) feet in height and be located to the right side of the main entrance door. (CFC 902.4) 110. Prior to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plan designating Fire Lanes with appropriate lane painting and or signs. 111. Prior to the issuance of a Certificate of Occupancy, building final or occupancy, buildings housing high-piled combustible stock shall comply with the provisions of Uniform Fire Code Article 81 and all applicable National Fire Protection Association standards. The storage of high-piled combustible stock may require structural design considerations or modifications to the building. Fire protection and life safety features may include some or all of the following: an automatic fire sprinkler system(s) designed for a specific commodity class and storage arrangement, hose stations, alarm systems, smoke vents, draft curtains, Fire Department access doors and Fire department access roads. (CFC Article 81) • G:\Planning\2005\PA05-0254 Buttedield Station DP\Planning\Final COA's.doc18 ys . Special Conditions 112. The applicant shall comply with the requirements of the Fire Code permit process and update any changes in the items and quantities approved as part of their Fire Code permit. These changes shall be submitted to the Fire Prevention Bureau for review and approval per the Fire Code and is subject to inspection. (CFC 105) • is GAPlanning12005\PA05-0254 Butterfield Station DP\Planning\Final COA's.dcc19 4 OUTSIDE AGENCIES • • G:\Planning\2005\PA05-0254 Butterfield Station DP\Planning\Final COA's.doc20 • 113. The applicant shall comply with the letter (attached) sent by the County of Riverside Department of Environmental Health dated September 28, 2005. 114. The applicant shall comply with the letter(attached) sent by Pechanga Cultural Resources dated September 8, 2005. By placing my signature below, I confirm that I have read, understand and accept all the above Conditions of Approval. I further understand that the property shall be maintained in conformance with these conditions of approval and that any changes I may wish to make to the project shall be subject to Community Development Department approval. Applicant 's Signature Date Applicant's Printed Name • • G1Planning\2005\PA05-0254 Butterfield station MPlanning\Final COA's.doc21 COUNTY OF RIVERSIDE • HE, :H SERVICES AGENCY AN!& DEPARTMENT OF ENVIRONMENTAL HEALTH September 28, 2005 City of Temecula Planning Department P.O. Box 9033 Temecula, on: V on ca 9-9033 Atte McCoy EP BUGS RE: Development Plan No. PA05-0254 Dear Ms. McCoy: 1. Department of Environmental Health has reviewed the Development Plan to construct four retail buildings totaling 73,000 sq. ft. and has no objections. Although, the site plan indicates that water and sewer services are existing we have no recent information in regards water and sewer availability. 2. PRIOR TO THE ISSUANCE OF BUILDING PERMITS THE FOLLOWING SHOULD BE REQUIRED: a) "Will-serve"letters from the appropriate water and sewering districts. b) If there are to be any food establishments,(including vending machines), three complete sets of plans for each food establishment will be submitted including a fixture schedule, a fmish schedule and a plumbing schedule in order to ensure compliance with the California Uniform Retail Food Facilities Law 2, For specific reference, contact Food Facility Plan Examiners at (909)600-6330. c) If there are to be any hazardous materials, a clearance letter from the Department of Environmental Health Hazardous Materials Management Branch (955-5055)will be required indicating that the project has been cleared for: ♦ Underground storage tanks, Ordinance #617.4. ♦ Hazardous Waste Generator Services, Ordinance# 615.3. ♦ Hazardous Waste Disclosure(in accordance with Ordinance# 651.2). ♦ Waste reduction management. Sincerely, supervising ental Health Specialist (909)955-8980 •NOTE: Any current additional requirements not covered can be applicable at time of Building Plan review for final Department of Environmental Health clearance. cc: Doug Thompson, Hazardous Materials .ocal Enforcement Agency • P.O. Box 1280, Riverside. CA 92502-1280 • (909) 9558982 • FAX (909) 781.9653 • 4080 Lemon Slreet. 9th Floor. Riverside. CA 92501 and Use and Water Engineering • B0. Box 1206. Riverside.CA 925021206 • (909)9558980 • FAX (909)955-8903 • 40(90 Lemon Slice I, 2nd FloorCn 9255'01 Cf( Chairperson: r s� ry 77/� RESOURCES Arenas [ ECHANGA CULTURAL RESOURCES Vice Chairperson: Temecula Band of Luiseho Mission Indians Mary Bear Magee Committee Members: Post Once.Box 2183•Temecula,CA 92593 Raymond Basquez,Sr. Telephone(951)308-9295•Fax(951)506-9491 Evte Gerber Darlene Miranda w!rwISH Bridgen Barcello Maxwell Director: Gary DuBois Coordinator: September 8, 2005 Paul Macarro Cultural Analyst. Veronica McCoy Stephanie Gord n City of Temecula Planning Department SEP 1 2 2005 Monitor Supervisor, P.O. Box 9033 Au elia Manu ro Temecula, CA 92589-9033 Re: Comments on PA05-0254, Butterfield Station Dear Ms. McCoy, This comment letter is submitted by the Pechanga Band of Luischo Indians (hereinafter, "Pechanga Tribe"), a federally recognized Indian tribe and sovereign government. The Pechanga Tribe is formally requesting, pursuant to Public Resources Code §21092.2, to be notified and • involved in the entire CEQA environmental review process for the duration of the above referenced project (the "Project'). We submit the following comments on.the above listed document for the Project. Additional comments may be submitted directly by Pechanga or through their attorneys. We request that all such comments be part of the official record for the approval of this Project. We also request that the City of Temecula provide us with copies of all archeological studies,reports, site records, proposed testing.plans, and proposed mitigation measures, and conditions as soon as they become available, for our comment. THE LEAD AGENCY MUST INCLUDE AND CONSULT WITH THE TRIBE IN ITS REVIEW PROCESS Sacred Is The Duty Trusted Unto Our Care And With Honor We Rise To The Neer! Pechanga comment letter to ine City of Temecula Planning Department RE: Butterfield Station, PA05-0254 Page 2 • It has been the intent of the Federal Governmentl and the State of California that Indian tribes be consulted with regard to issues which impact cultural and spiritual resources, as well as other governmental concerns. The responsibility to consult with Indian tribes stems from the unique government-to-government relationship between the United States and Indian tribes. This arises when tribal interests are affected by the actions of governmental agencies and departments such as approval of Specific Plans and EIRs. In this case, it is undisputed that the project lies within the Luiseno tribe's traditional territory. Therefore, in order to comply with CEQA and other applicable Federal and California law, it is imperative that the Lead Agency and the Project applicant consult with the Tribe in order to guarantee an adequate basis of knowledge for an appropriate evaluation of the project effects, as well as generating adequate mitigation measures. PROJECT IMPACTS TO CULTURAL RESOURCES The Pechanga Tribe is not opposed to this development project. The Pechanga Tribe's primary concerns stem from the project's likely impacts on Native American cultural resources. The Pechanga Tribe is concerned about both the protection of unique and irreplaceable cultural resources, such as Luiseno village sites and archaeological items which would be displaced by ground-disturbing work on the project, and on the proper and lawful treatment of cultural items, Native American human remains and sacred items likely to be discovered in the course of the work. The Tribe would also like to point out that a preferred method of treatment for archeological sites according to the CEQA is avoidance (California Public Resources Code §21083.1), and that this is in agreement with the Tribe's practices and policies concerning • cultural resources. The Pechanga Tribe asserts that the Project area is part of the Pechanga Tribe's aboriginal territory, as evidenced by the existence of Luiseno place names, rock art pictographs, petroglyphs and extensive artifactrecords found in the vicinity of the Project. This project is located directly adjacent to the Temecula Creek. This waterway was and continues to be an important cultural resource to the Pechanga people. Not only the waterway itself, but because numerous sites are located along and adjacent to this waterway. Temecula Creek is a very well known and documented habitation area for the Luiseno/Pechanga people, as evidenced in numerous archeological studies, and through Luiseno oral tradition. The entire corridor of Highway 79, with the width of that corridor extending from the Temecula Creek to Pauba Road to the north is a traditional travel and trade route for the Luiseno people, as well as containing permanent habitation routes along the length of it. This route stretched from the Pacific Ocean at current day Camp Pendleton inland to the San Jacinto Mountain base and beyond. In addition to the habitation areas along this corridor, there are many burial and ceremonial areas along the route. In fact, the Initial Study done for the Butterfield Ranch Shopping Center indicated that I See Executive Memorandum of April 29, 1994 on Government-to-Government Relations with Native American Tribal Governments and Executive Order of November 6, 2000 on Consultation and Coordination with Indian Tribal Governments. 2 See California Public Resource Code §5097.9 et seq. Pechanga Cultural Resources • Temecula Band ofLuiseho Mission Indians Post Office Box 2183 • Temecula, CA 92592 Sacred Is The Duty Trusted Unto Our Care And With Honor We Rise To The Need Pechanga comment letter to ane City of Temecula Planning Department RE: Butterfield Station, PA05-0254 Page 3 • Elderberry is present on the property. This is a well known indicator of culturally sensitive areas, including burial areas. Given all the information, there is a very strong likelihood of locating sub-surface resources during ground disturbing activities. The Pechanga Tribe's knowledge of the continuous occupation of the Luiseno people in this geographical area for thousands of years, through their stories and songs, are cultural evidence that subsurface sites may exist in this Project area. Therefore, the Pechanga Tribe requests that in the case of discovery of new or additional sites or resources, that the Lead Agency re-evaluate the Project impacts to cultural resources and adopt appropriate mitigation measures to address such. The Pechanga Tribe intends to assert its legal rights with respect to additional finds of significant sites or cultural resources which are of sacred and ceremonial significance to the Pechanga Tribe. Given that Luiseno cultural resources will likely be affected by the Project, the Pechanga Tribe must be allowed to be involved and participate with the Lead Agency and the Project Applicant in developing all monitoring and mitigation plans for the duration of the Project. Further, given the potential for archaeological resources within the Project area, it is the position of the Pechanga Tribe that Pechanga tribal monitors should be required to be present during all ground-disturbing activities conducted in connection with the project, including any archeological testing performed. It is further the position of the Pechanga Tribe that an Agreement regarding appropriate treatment of cultural resources be drafted and entered into. • Further, the Pechanga Tribe believes that if human remains are discovered, State law would apply and the mitigation measures for the permit must account for this. According to the California Public Resources Code, § 5097.98, if Native American human remains are discovered, the Native American Heritage commission must name a "most likely descendant," who shall be consulted as to the appropriate disposition of the remains. Given the Project's location in Pechanga territory, the Pechanga Tribe intends to assert its right pursuant to California law with regard to any remains or items discovered in the course of this project. And, accordingly, the Pechanga Tribe further requests that the Lead Agency work with the Tribe to draft an agreement which would address any inadvertent discoveries of cultural resources, including human remains. Also, surveys and grading may reveal significant archaeological resources and sites which may be eligible for inclusion in the historic site register, and may contain human remains or sacred items. Therefore, we request that (lie Lead Agency commit to evaluating Project environmental impacts to any cultural sites that are discovered during archeological testing and grading, and to adopt appropriate mitigation for such sites, in consultation with the Pechanga Tribe. REQUESTED MITIGATION The Tribe requests that appropriate assessment of the archeological and cultural resources on the Project property be evaluated to determine significant and appropriate treatment by a rPechanga Cultural Resources • Temecula Band ofGuiseiio Mission Indians Post Office Box 2183 • Temecula, CA 92592 Sacred Is The Duty Trusted Unto Our Care And With Honor,We Rise To The Need Pechanga comment letter to ine City of Temecula Planning Department RE: Butterfield Station, PA05-0254 Page 4 qualified archeologist in conjunction with the Pechanga Tribe. Any such testing should involve the Tribe, and all tests to determine impacts should be completed prior to Project approval. For the reasons above, the Pechanga Tribe requests the following mitigation measures be adopted at the present time. Upon completion of a thorough archeological assessment additional mitigation measures may be necessary. 1. Prior to the issuance of grading permits, the Project Applicant/Developer is required to enter into a Pre-Excavation Agreement with the Pechanga Band of Luiseno Indians. This Agreement will address the treatment and disposition of cultural resources and human remains that may be uncovered during construction as well as provisions for tribal monitors. 2. Tribal monitors from the Pechanga Band of Luiseno Indians shall be allowed to monitor all grading, excavation and ground-breaking activities within native soils in the Tribe's aboriginal territory, including further surveys, to be compensated by the Project Applicant/Developer. The Pechanga Tribal monitors will have the authority to temporarily stop and redirect grading activities to evaluate the significance of any archaeological resources discovered on the property, in conjunction with the archeologist and the Lead Agency. 4. The landowner agrees to relinquish ownership of all cultural resources, including all Luiseno sacred items, burial goods and all archeological artifacts that are found on the Project area to the Pechanga Band of Luiseno Indians for proper treatment and disposition. • 5. All sacred sites within the Project area are to be avoided and preserved. The Pechanga Tribe looks forward to working together with Veronica McCoy, the City of Temecula and other interested agencies in protecting the invaluable Luiseno cultural resources found in the Project area. If you have any questions, please do not hesitate to contact me at (95 1) 308-9295 or Laura Miranda at (951) 676-2768, Ext, 2137. Thank you for the opportunity to submit these comments. Sincerely, Stephanie Gordin Cultural Analyst 6--_-Pechanga Cultural Resources • Temecula Band ofLuisedo Mission Indians Post Office Box 2183 • Temecula, CA 92592 Sacred Is The Duty Trusted Unto Our Care And With Honor We Rise To The Need Water Quality Management Plan (WQMP) PM. 31454 Appendix B Vicinity Map and Site Plan i August 2005/Feb. 2007 0 0 0 F�s9 v� S�9cF PROJECT SITE TF � ROD WE DE PORNO i9 SOUM �� ��� ROSE w0� StORE ROPO -vim ROPE PARKWAY Jay eDHAW a 4 � HO OW WAY Z O� VICINITY MAP NOT TO SCALE - .225 n bjai 'ity ,TRABUCO'PEA�, 14, 'yon dmill 71 more BFOVA N 1845 guard Statio I Pk It 2611 edco%H Is Audi's a QS 1 Ir _r ST �WqS) Skylark alp Windmil sr It MOUNTAIN 1 .25 1 IN PEAK I I 7 a t;l an -i—owato to SITTON,41FAK n in • er Nes psi 011f, 3273 q� Ranch., Iq p I n A9 .' nId ill a in in, A A I -�aten —e- 'ai, C Many. ret Oil 4 iSOUAW, !MOUNTAIN it a, RIVERSWE COUNTY Ranch —Bolk AP -A�LTT B Q�G�050—UNTY-.- MFL COL 59' 1, VA 0 .1 4 cu ate, j 3C burial droun 1-� iy nun s- IBe 2 1 "X ./0.94 \ I ., I, r Ran R In PECHANGA Roc GA VIL IA Ih 'K anc Ranch N T- ;L vJ -7- rj 1 4 TA's TC TrhI C p A, Ir w �• ilk ori La J, , r gAIt 50J 3 \1 52 Ir ALA amp INDIAN 7 N'5 A it "a la Mesa. �ESIE 0, !VL lkPe U peuma Pe 9319. i 1 12 MT ARQ1A 16?8 ro! is.C.; 04 LIE, `Irak,,2. Q 0 "BE 4 . PNU oc - cn I : tIT ;ford - . 643t,Sauth Oceansi e- 10. LAND OWNER/APPLICANT PRECISE GRADING PLAN GRADING NOTES �o VAIL PROPERTIES PARCEL MAP NO . 3 o �, 11650 18ERlA PLACE, 1#130 1. ALL GRADING AND RELATED ACTIVI PIES SHALL CONFORM f0 SHE GRADING, EROSION & o SAN DIEGO, CA 92128 PA05 - 0254 SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER � CONTACT: MR. JERRY SWANGER SR. RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. PHONE N0. (858) 376-5656 BUTTERFIELD STATION 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE PROJECT SITE FAX N0. (858) 376-5757 SWAI.ES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' CITY OF T CALIFORNIA AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL SOILS ENGINEER. � EXTERIOR WALLS AT NOT LESS -THAN %" PER FOOT FOR A MINIMUM OF 3 FEET. R W 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. GEOCON INCORPORATED DE P� q �E 19 �gp ��y 43280 BUSINESS PARK DRIVE LEGEND 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR Fo � SUITE 108 STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES G�Aq y�`� TEMECULA, CA 92590-3676 � � � � � � � � � � � � � - OVER 3' IN VERTICAL HEIGHT OR -THAT ASE ADJACENT 'l0 GRADED AREA.: 'TO DIRECT \S TC TOP OF CURB SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. CE CONTACT: BOB RUSSELL FS FINISH SURFACE (EXIST.) HIGHWAY 79 S06TH PHONE N0. (951) 304-2300 _ 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL FL FLOW LINE � ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL EOHAW P�KWAY HP HIGH POINT -- _ MOON=_ _ FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION ENGINEER: �p LOW POINT � � I � REPORT FOR ALL FILLS OVER 1' DEEP. � q Ho 0W WAY MEGALAND ENGINEERS AND ASSOCIATES INV INVERT '�T` I 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF '(EMECULA'S PUBLIC 28441 RANCHO CALIFORNIA ROAD NVE T �r� PAF�C�L �i � I WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN SEC, 17, T-8S, R,2W �t o SUITE M rA r� ACCORDANCE WITH THE APPROVED G F.F.= 78.10 FINISH FLOOR ELEV. - - ` �� � RAVING PLAN PRIOR TO ISSUANCE OF THE BUILDING Z ' , _ _ r VICINITY MAP TEMECULA, CA 92590 PAD= 77.60 PAD ELEVATION I I v I � � jZ I _ PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / CONTACT: JOE REYES `�� �o + FILL SLOPES. NOT TO SCALE PHONE N0. (951) 699-4624 TOP OF SLOPE w m - - 7. FINAL COMPACTION REPORT WILL BE RE(�UIRED FOR ALL FILLS GREATER THAN ONE FOOT. 2.1 2:1 SLOPE o - TOE OF SLOPE (UNLESS OTHERWISE NOTED) _ _ � _ _ I 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY FLAW I ' _ _ - - _ I I r ( REPORT SHALL OBE SUBMITTEDILS TO HE PUBLIC WORKS ION BY DATED. TWO rDEPARTMENTS OF THE NWHICH SHALL AL ON ENGINEERS NOTE: -.--- FLOW DIRECTION -�J _ p� _ n I INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION -THAT GRADING HAS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY LEGAL DESCRIPTION: PSA PLANTERS AREA � - ��� � � _., � � I RBEEN EPORT. NE IN CONFORMANCE WITH THE RECOMMENDATIONS OF �fHE PRELIMINARY SOILS FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. ,, = I ' `• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL z _ �� - - _ �� `�� I 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE REAL PROPERTY IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, 9 �-• - ,' - , - - _ � w t I IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS STATE OF CALIFORNIA, DESCRIED AS FOLLOWS. � �� L� MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. FROM ANY AND ALL LIABILITY, RFAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE - PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 OF WORK ON THIS PROJECT EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PARCEL 1 THRU 6 OF PARCEL MAP 31454, AS SHOWN BY MAP ON FILE IN BOOK X OF THE OWNER OR THE ENGINEER. 207 PAGES 85 THROUGH 86 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. � w �J --- 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND TOWNSHIP 8 SOUTH RANGE 2 WEST SECTION 15 16 � �� SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN I THE GRADING PHASE. ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT APN N0. � - ) 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE THE UTILITIES SHOWN' AND ANY OTHER LINES OR STRUCTURES SHOWN DR NOT SHOWN �� PARC PAF�C9L 6 � I I I APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ON THESE PIANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO 952-200-002,011,012,013 � I o I ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES THESE LINES OR STRUCTURES. OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH ------ PAVING NOTES STREET ADDRESS: 10° 0 50 10° 20° 30° �r I I BACKFLOW PREVENTION DEVICES PER THE U.P.C. I I ' 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 32927 HIGHWAY 79 SOUTH BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. TEMECULA, CA. 92592 � IN SET � � f STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 1 inch = ioo ft MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. LF $TQROAD .APPROVEEPRED CIVIL LACEMENT OFINFILLSOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO �j� E PLACEMENT OF PAVING. VW 142 R/ "PRA.EC7 S/OE «���NQ)TEMECULq CR 13 INSTALLED. ROTECTIVEDRAINAGE SMEASU ES SHAHALL BE LL BE ED NMPLEMEN EDTIL E TO PROTECT ADNT DRAINAGE JOINING SAND RE »0� �K CHANNEL DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) 16 55' 55" 16' � � � OPERATIONS. r DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO I/A/NTA/N A A//N/MVA/ 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICA'PIONS. �P��� 6' 10 15' SHEET INDEX MAP PARK/NC 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFEiY OF AT LEAST ONE AND FIVE-TENTHS (1.5) 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT 2 p9; 2 pq, �q�,vx �A SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY --=- CONSTRUCTION NOTES / QUANTITY ESTIMATES SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT RIGHT-OF-WAY. W dracj%e atot,o sL'aPE VAR/£s 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 6" C�iG ITEM DESCRIPTION UNIT QUANTITY CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE COMPACIE'D SUBCRAO£ s" Cd�G REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN INSPECTION A�t SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND DURING (EXISTING) 1 CONSTRUCT 3" AC OVER 4" CL 11 AB (PARKING AREAS) S.F. 108,385 ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL PLACEMENT OF ASPHALT. STATE ROUTS 78 SOUTFI 2 colvsrRucr 3.5" AC OVER Y CL 11 AB (DRIVE ISLES UNLESS OTHERWISE SHOWN) S.F. 33,467 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 7. THE CONTRACTOR SHALL DE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK N.T.S. O3 CONSTRUCT 6" TYPE D" CURB PER CITY OF TEMECULA STD. N0. 204A L.F. 1,771 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS AREA, AND RELOCATION AND COSH OF ALL EXISTING UTILITIES. -THE CITY SHALL BE CONSTRUCT 3 4 ' WIDE RIBBON GUTTER PER DETAIL HEREON L.F. 735 OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL PL 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411. � O ORDINANCE N0. 04-04 -THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING 66P VA R1, 5Q CONSTRUCT 4" x 1' WIDE CONCRETE STEP L.F. 1P008 ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF 8. COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT COMPACTION 1' ROAD WsiYAPPLICABLE. OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT OF ASPHALT EASEMENT _ �333� EX. 6' CHA/NL/NK FENCE PER A.O. '159 6 CONSTRUCT TYPE "A-6" CURB do GUTTER PER CIN OF TEMECULA STD. NO. 200 LF 290 fig, EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. PAVING. 2 2' 7 CONSTRUCT DECORATIVE PAVEMENT PER ARCHITECT'S SPECIFICATION S.F. 4,224 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WA SER COURSES SHALL BE PERMITTED. V� 8 ' 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE REMOt/E A.C. ,TERM 3� TEMECCONSTRUCT 4" THICK CONCRETE PAD PER ARCHITECTS SPECIFICATION S.F. 415 ULA CREEK 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT ��' Q.66 2.015011, ��/4,p� CHANNEL g CONSTRUCT CONC. SIDEWAUC (WIDTH AS SHOWN ON PLAN) PER CIN OF TEMECULA STD. NO. 401 s.F. 2,610 COMMENCEMENT OF ANY CONSTRUCfION/GRADING. INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. �' � ar ptio ,,y pyo �1 CONSTRUCT FfANOICAPPED ACCESS RAMP PER DETAIL "A", (SEE SHEET 2) EA• 4 Exrsr. �� CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL "s; (SEE SHEET 2) EA. 3 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR 8WOE A.C. PAVING PUBLIC RIGHT-OF-WAY. OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF (EXISTING) eiKEnst7H CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL "C",, (SEE SHEET 3) EA' 1 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN WOLF STORE ROAD (PRIVATE STREET) 12 CON5IRUCT TRASH ENCLOSURE (PER ARCHITECTURAL PLANS) EA. 3 APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF CHAPTER 600 OF THE CAI.TRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE N.T.S. 1 INSTALL PARKING LOT LIGHTS PER ARCHITECT'S PLANS AND SPECIFICATIONS EA. 36 ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE METHOD. THE °R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER CALIFORNIA TEST N0. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. 14 SAwCUT 2' IX. PAVEMENT, DISPOSE AND REPLACE W/SAME EX. ROAD STRUCTURAL SECTION LF. 520 FOR REVIEW AND APPROVAL. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY TYPICAL STREET SECTIONS THE DIRECTOR OF PUBLIC WORKS. 40 PAINT 4" WHITE UNE PARKING STRIPING L.F. 5,886 3'-0' 1/2' RADIUS (TYP) 41 PAINT 4' BLUE/WHITE LINE (CROSS HATCHED) PAVEMENT MARKINGS S.F. 1,833 22• THE ISSUANCE OF THIS PERMIT BY THE CITY OF -TEMECULA DOES NOT IMPLY OR PROVIDE 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THEANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING 'THE PROVISIONS OF CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT - � a 42 PAINT 4" WHITE LINE (HANDICAP) SYMBOL ON BLUE BACKGROUND PER U.B.C. Eq. 10 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE SURFACE COURSE SHALL BE C2-AR- 000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM .'� ~' � �'? � CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 52 INSTALL 24�C 24" GRATE INLET' PER BROOKSJENSEN � 2424 W/ FLO CARD PLUS FILTER OR EQ. �• � CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. �.� / •: ' � .� � �� •• �� 5 INSTALL 12" PVC 'CLASS 1,50 ►c o w/ No. 2 BACKING NON-SLURRY RIPRAP 5'xIo'-I" rH0 OUTLET PER DETAIL SHE NO. 2 L.F. 525 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY � AC PAVEMENT 5a CONSTRUCT GR4SS LINED SWALE PER DETAIL SHEET N0. 3 L.F. 370 NPDES NOTE: PRIOR TO ANY PAVING IN DISABLED PARKING AREAS OR PATHS OF TRAVEL AND AND BASE 5 CONSTRUCT CONC. BLOCK RET. WALL PER SEPARATE PERMIT L.F. 190 THE DEVELOPMENT OF 1'H!S PROJECT SHALL COMPLY WITH NPDES WDID# 9 330332626 ONE INSPECTION AFTER ALL PAVING HAS BEEN PLACED IN DISABLED PARKING AREAS OR 560-C-3250 BASE MATERIAL EARTHWORK QUAMITIES (FINE GRADING) C.Y. 1,000 TOTAL GROSS AREA = 7.57 ACRES. TOTAL DISTURBED AREA = 6.58 ACRES PATHS OF TRAVEL. PCC CONDITIONS OF APPROVAL SPECIAL NOTES: EROSION AND SEDIMENT CONTROL NOTE: *'NOTE; FURNISH QUANTITY OF PAVING MATERIAL AS FOLLOWS: THIS SITE HAS BEEN PREVIOUSLY ROUGH GRADED UNDER A.C. (TONS) - USE 148 LBS./CU.FT. AS UNIT WEIGHT �Y � L� 7. IF AT ANY TIME DURING EXCAI/ATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICA!/CULTURAL RESOURCES, OR PERMIT N0. L005-035GR (PA0,3-0,355). ALL EROSION AND SEDIMENT ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEAR TO BF EVIDENCE OF CULTURAL OR BASE (CUBIC YARDS) N.T.S. ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES DURING THE CONCRETE (CUBIC YARDS) SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA PRECISE GRADING OPERATION AND BUILDING CONSTRUCTION OF THIS PROJECT. OTHER BENCHMARK TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT NIS/HER DISCRETION MAY REQUIRE THE PROPERTY DATE: 9-13-82 OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS RESONABLY NECESSARY TO ALLOW THE CITY TO CONSULT ELEVATION: 1052.514 AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE �!�,�p9q�7Y RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 & f/2" BRAS DISK IN CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN SHEET INDEX CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERN ON HWY. 79 FROM THE INTERSECTION ARCHEOLOGICAL/CUTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SHEET 1 TITLE SHEET � LDOT,030GR REYIEWED FOR COMPLIANCE- W%/H T/TLE 24 OF MAIN STREET AND FRONT STREET IN TEMECULA, AT SOUTHWEST CORNER OF THE SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE SHEET 2-3 20' SCALE PRECISE GRADING PLAN & DETAILS DISABLED ACCESS/B/L/TY ONLY INTERSECTION ON HWY. 79 AND MARGARITA ROAD, 109' SOUTH OF THE STREET CENTER DISCOVERY IS AN ARCHEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE UNE OF HWY. 79 AT THE NORTHEAST OF 6' CHAIN LINK FENCE AROUND WELL SITE, PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN " L �p�0�1' SOUTH OFD2" EAST MONUMEN OF NORTHEAST FENCE CORNER. SET FIBERGLASS WITNESS POST OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR OF PLANNING. OV'�O27VRAPPROVED BY.• DATE.•-SI-zjllo � Underground Service Alert CONSTRUCT/ON RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL. By Designed Drown By Checked By SCALECITY Dowing No. �q108 A*O- � �, ! / ✓R ✓R JR. RECOMMENDED BY.• DA TE..- ?4 06 OF TEMECULA DEPARTMENT OF PURL/C WORKS V J �i4456f' „ i vP F rPrepared � Q 2 Homo to Pons Under Su ervisian Of Cali: TOLL FREE Contractor ��Pp M.OqP . �c v�wa w c�+c. hQ�J "�tiy � ✓r'l2¢ 06 PLOT PLAN PA05- 0254 1 -800 Q 9 � ' ACCEPTED BY.- DATE.• Inspector ���" � , SEE ABOVE ¢ P � � °� DEPUTY D/RECTOR OF PUBLIC WORKS PARCEL 1 THROUGH 6 PM 3 Q, 277-2600 9 307 A9 2 ADO CURB OPENING De1A�L (b �s SEE ABOVE �e���o� � EXP.8830108 ARTURO BANs�NAL ote: � ;'" -'p ]Buwrfz Ln STATION to completed ON SHEET 3 s� cwi� `* R.C.E. No. 3617 £x Tres 06/,30/06 R.C.E. No. f9744 £xpiies 9/.70/06 .,��`•;�j�a•::� Sheet � of 3 5 gTFQF CA `F P � .�. PRSCI88 GRI►D1NG PLA1�T c TWO WORKING DAYS BEFORE YOU DIG � `� CONSTRUCTION NOTES CONSTRUCT 3" AC OVER 4" CL Il AB (PARKING AREAS) t to CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL O CONSTRUCT' 3.5" AC OVER 7" CL 11 AB (DRIVE ISLES) (SEE DETAIL HEREON) l`. �� .r ►� 1 1 B CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL "B" .�.;._ -,v"- 3 � � 3 CONSTRUCT 6 TYPE D CURB PER CITY OF (SEE DET'AIL -- -•-- --- - -----•- -•----- ______. _______. TEMECULA STD. NO. 204A ( HEREON) 4 CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL SHEET S N0. 1 OF 3. 11 C CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL "C" ( -- 5 CONSTRUCT 4" x Is WIDE CONCRETE STEP (SEE SHEET 3) 12 CONSTRUCT TRASH ENCLOSURE (PER ARCHITECTURAL PLANS) 79STHXHGA�_Y_, - . CONSTRUCT TYPE A--6 CURB & GUTTER PER CITY OF ING TEMECULA STD. NO. 200 13 INSTALL PARKING LOT LIGHTS PER ARCHITECT'S PLANS AND `---- - '- CONSTRUCT DECORATIVE PAVEMENT PER ARCHITECT'S SPECIFICATIONS SPECIFICATIONS TSTA. 289-�-54.39 �� •� �� D9 A �- �3 CONSTRUCT 4" THICK CONCRETE SLAB PER ARCHITECT'S SPECIFICATIONS 40 PAINT 4" WHITE LINE PARKING STRIPING WA PER RIV. CO. STD N0. 2U9 & 2 REMOVE EXI5TIN6 Gun AR12 EXISTING IVE Y E - „ , D .. 9 CONSTRUCT CONC. SIDEWALK (WIDTH AS SHAWN ON PLAN) PER 41 PAINT 4" BLUE/WHITE LINE (CROSS HATCHED PAVEMENT MARKINGS t�I✓ � D. EXIST. 60' ACCESS�OP�NING PER INSTRUMENT N0. 455755 CITY OF TEMECULA STD. NO. 401 ) -- �' SS ONLY RECORDED 12-12-97, RIG�'IN/RIGHT OUT ACCESS --., • 42 PAINT 4" WHITE LINE (HANDICAP) SYMBOL ON BLUE BACKGROUND - 1.. IST 5'X 1 O'--- 1' THICK PER U.B.C. 1.0 NO. 2 NON-SLURRY RIPRAP 55 CONSTRUCT' CONC. BLOCK RET. WALL PER SEPARATE PERMIT —�-_� •s ° ,c• GRASS LINED SWALE - �' �� •moo O . . --- -• - -•= — ._____ ______ - . - -. -. .. .-- - -. -• ---. --- .-. � .-- - .-..� .�.-. � r �_ EXIST. CURB & cu-rr R NO. 2NON--SLURRY RIPRAP 0 O� ���O 1 � - E 11a1 FLOW U) 00110,E 1 110 3 '1°�.° { ` - J EX. CONC. .c�•� paivEwAY 1°`1 a X � _-___. .� FLOW TO �,�1�4►�� FL •, �- EWALKPVC(PVT.) .Ek3�Nr VC �� U `t y---� - --- �--- FLOVi� 10°now PR . MEANDERING S PROP. MEANDERI GEWALK D ; '• ro �o� C—PERMT—N L -- •'•'• `' `'` - -� X�103 3 C; ' "¢• U �� A 105 r 1103..s U NDER SPA - N L009'EaY077CO -� ., •,;: .•, a� 7 I •• °{`�. o of /� �'c , EXIST. r N 73 2 2 11 E , J ,cs ,ns •` , FILTER TRENCH W/ FILTER CLOTH _ R/PRAP OU TL ET DETAIL07 a�� � •- �- - - - - - - ,t - Q F•• :3 ,, :-- rte_ .— .. _ --- � - - - - - a- _�; 04.3 - .SLOPE -VARIES •(2. MAIC.} - 1 �Q .� $ Pry. -- -,. v5 0° ND SCALE ___ _ k11 a,3 - - - - - - z —_- 1 -• -.-► _.•�- -�--- -- -- ~- =.� �� _ ©P 1/ I 2:1 MAX. ._-- -- BLDG. WALL OR �, --•- •"�'..... ..- -,�.. , . �--- - q `� - O ° �G Cp 3 io7.c .� -�L STRUCTURE z O to �. o � •., o � ��', O 1 �cj 1/4' DEEP GROOVES / - O 5 �` Q C:):7 CQNC. S 7 - �. O [ti .� WALK WAYS 3/4 O.C. .� •w9O ��' \ — - ��• o °D ��,r . 7 H _ 91-- DISABLED STALL SIGN -- 1 '��� �, ,�- ! 9 9", �, O TYP OZ InTYP. PER ARCH PLANS ° 'N > I 00 © CONC. CURB ; —� • o ►.-, �.. -� o� 3 ��� (0 ��,S��C o� (� G� t \w - �G - �O q� O >�, as O of t 4�_p. CY CONC, CURB RAMP `1 - Q• l70 00 00 1 Off ? 1 q� °o�� t C W/ M MAX. SLOPE 1 �,� - O g ° 4j 4 i 00 - 1=10 . SIDES • - ---•r O q 1► o '�• t � HEAVY BROOM �~ - t..l_l `� o `i. O JC 3 01 Dc C7� O � o i 0 t c 7 - s 1.0� 3 q ' t c � FINISH C•TYP•) V�i p G •O �- -y -� q��L J o • G --�-f 10 7.00" ` • - C' 3 5 4 WIDE PAINTED - � ��j � s 3 5 . t (/) w PARKING STRIPES: �_ -- ---,►o�oc -�._ ___�___ j• - t ��GJ 111a V) 2-COATS OF BLUE ------ o a G O G i 00 awo I k AT DISABLED � - • � '�� �� � � 3 5 0� ''�'� � '1�Gj o � ''�'� � �4 � i ao � P K G STALL ONLY �--.` 4 4 TYP0 71 . C N i0 •�i� �[`� Wlb Qin .j 1 DISABLED SYMBOL - r O O q1 1 ,�G a. '�`S ;61 �G i TYP. PER ARCH PLANS G S o, �� �c' °' � °, g1'14 4 � � 9'-0" 8'-0" 9 p BLUE ACRYLIC NON- jlaa.s --- ��. - �'� •° o _ co w � 1 1 '� G108w5PeEw SK H ACK ROUNDI -� ��, �F 3 s OHO • ,� o ' .moo �o o a 1CD IDE ITE 1 - o a 3 24' 3 cn t °° °D ACRYLIC NON--SKID F �• 3 4 TYP. S t � mammaFFN "" 0980 BORDER w- �, ° o ` _,((4j] c6 I ,> >,, � • O - � � •- D .. o- °�cps ' 9 O r PEDESTRIAN RAMP DE 1A_ A ^ � 2 1.0� 24 �Sr V �, ��, .� ,�-- 1 1A • . MIN. O o •�` t ,- 11 A V) NO SCALE - �. � ro�G� 3 '� � •n � ' t � '1 aa. rod G °�' a- q�• `�` G o1• t V) co t onou"Ossol 12 GROOVED BORDER k o� �o _ o�S �G �G Oy O, i awo 4-• 4� PROPOSED o -r---- o co SIDEWAY ' 4' o o dQ� "6' -> v� I . •.a-- - � c� - � o� �,� o0vk% °. o��_. �, o° q'1• � o ,�� � o� 1 .��, I �q PARCEL L!N E o� 1 �• 1 C oo ot��� ° �`'' o _ 4 C t - .... . I o o ° sEj . = PER PA06-009 _ _--_ x� 3 L. 3 5 aw 3 5 ----------- _j EXIST. H - w o� MIS SITE HAS BEEN PREVIOUSLY O °sr ry G o '� •I G TO BE REL OCATE CD 0N 'sUNDER LD0�--035GR o ��` o° o oo° 0 4� � �, � �� � ..A , oGRADED �� o o s qF O o "� ° o \ g• � 11013 '`3jc�' `�jc` �0�, �� �` ,oma 1�o O,c� �� ° q�- oq�r o �• k 3 ­InO7kr A ��_ EXISTING PARCEL LINE s s o 1B o,�c► �s oo s o o ° �... �. ....� ._.-. ._.. ._. ...... .. ° o -...... ...... .� 11 y� --- ,•-•--- -•-- •- - 01 A'� g� �, S • gh �`� °o .? Off, •���j,• �� .. 1` - r- " C]i - LLA q • 470 o I1� � q�• 3 q� '�\ Yf G 4 0 'S- G S q 3 Off. 'S 9,n O 3 1� o �/,_ �, 1.1� 3 � I 08.6 3 SED PARCEL ul�__�ER PAO�---0090 0 O PROP4,, s � -�--�� --- ... ,.. .�.. • �`� �,9�5-,,00 3 5 3 5 3 5 3 6 S oS os 4� 13 ,�� oo 4 p o� o g �o . •y . • I. ' �� o .� '14 - -"�' ° 13 04 g�i� ), ��G�' o.os��� O G o '� sn ° o q - ,nsc' ��, q • �s� o��o 0 0> - s � �-4 � o � �. 3 0� of � 4 3 � S •� ��, •� 3 q � � 3 0�, .� 0 3 5 AC/A '�' •,9 � 1 g >► �j, 3 `b --- ... - �O O�1 ,G Y ,c• 3 ° O A—A3 9 , 0o <1 96A B-8 0 0 08 19 PEDE.5�TR/AN RAMP DETAIL B � 5 �f � . •�s � ��P 4 TYP. ���� 3 . '0s N o� . -' � fi�.r. J, Q �. t� o ` l� o » r N 7 7 H 1 w ■ » NO SCALE � � o � O {- � �, � r ��1 1 I C` 'I 1� G •, r- `---` p0 1 G 4 0� w ■ SEE ARCH. PLAN .�G 1� 3 1 o��s 1 q'S ql�. -�--.�' 3 q'S' �' 9--N q ,... w ; ; ��, 0 3 o 0 ° 3 TYP. ' �' 3 40 TYP.,5 13 � 0�� 0 3 � s °PROJECT SIDE EXISTING s? �, w I 1 X 1 O �` '� as CURB � 6' S 3 5 3 � �-- r� o .r �' 3 5 r� '� _ a_ N » r . ■ ■ b os °� tf p a_ PROPOSED s 4 TYP. - .�G ,� q'S - o `�� °' EXISTING __. Out �G �- O 1 �� 'S' �.�. r Off`• N sry �r f�' VIA CURB DRIVEWAY TM� ? • p°� F� 13 P. g 7•' �----- • .� n •.9 ,qj, • g°� �, ,5`.L - _ st 13 �� 13 �' 13 1B B PROPOSED �, on O o b, P.o `1YP` 24 0�`- 18 24 Q O PARKING %�- .�G 13 �G S o S 13 P. � - lyp4 - TYP � -- 1 _ 18 24 18 TYP _101. 18 TYP 2 18„ 2 q• / 1 b. tlkl1 TYP 6 13/-'ry - �, r-, G O �' 18 TYP g �_ , '• o G G o� 1°�g�� ' _ C or Cq E _. -�? • • d, cn o SO 3 4 TYP. ° o C,r ,� o r » ■ ■ r o o .O ' — I .J r �� �� SECTION B 13 +Jp r ■ r M r C� o �j(\ 1.” Ia a� 3 M : RELLIS ss 3 G ry iD a•••o� s o 6' o- ° ? fi� PLAN rl. o • '� O N.T.S. c.) ��G[. o•�?� d`' •v,S`��C' ?���, 4 TYP. �" ,�C,► as EE ARCH pK -�. 1r -✓ Cr » r r \J �4 4 J' Di : � � : ■ sem �` 11a S �--- Q P. : : 18' TYP •�O� o� off` °7 �� `ti a ''� r r 4 TYP. o q`L �. .S' ry• 4 N So s 18 TYP 0 3 18 TYP �- CA1tT 4AI, 0 18 TYP N ; �- �• rr rr ■ » r �� � '` G J 142' PROJECT SIDE 3 5 a Off' ; ; : ; •�~�- '� �� ti's c� r� '`�� 'X I �`•A� D.5% {gyp 9 » - �, 00�, 4 TYP. .9 O� • 11 4 TYP. 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Ob a r. �' 7 •�'+ � C1 A { q�. o ,� a2•y5 \ O ��� 3 � O► ry� 13 13 TYP. �► ,�G p1•g5� '� ?� ' '� q o • �o ry. 1 of �` AAV (EXISTING) t �- oma" ..� , c��: �° do�� c�� , �.� ° ( �� ° ��' °� ° o�- ^1% ° � •. �� �" ° �� ���� HIGHWAY 79 SOUTH 3 5 13REVIEWED FOR COMPLIANCE WITH ITLL .24 20 0 10 20 44 60 DISABLED ACCESS/B/L/TY ONLY � SECTION nD11- nDn N.T.S. � IN FEET ) Am APPROVED BY. DATE. 1 Inch 20 & UndergroundServiceCONSTRUCT/ON RECORD DA TB B SEAL: Drawing No. f REVISION'St DATF" ACG D BENCH MARK Designed By Drown By Checked By � 9 -• -.� SCALE • CITY OF TDEPARTMENT OF PURL/C WORKS Won • ✓.R �R. ✓.R RECOMMENDED BY. DATE. � Coll: LL FREE Contractor Q ►� l M-"' `� Horizontal OQ�O M BI Plans f�repared Under Supervision Of r �ti J�4 ANq JVOg T P7 BY DATE.- ' �¢ -� PLO PLAN PA05- 0254r ' SEE ABOVE � � � z �„/ ACCE ED 1 -� 300 - SH 1 N 36117 Date: � � RONALD J. PARKS PARCEL 1 THROUGH 6 PM 31454 Inspector - SEE SHEET No. o• � --- DEPUTY D/RECTOR OF PURL/C WORKS -- R vert;cal `� xP.os�3ao� ARTURO BANANALW 277 �-2600 _ _ � BSTATION Date Completed � '� .:•.•::::•... civlti QR.C.E. No. 361 t Expires. 46/34/06 R.cE. No. 19744 Expires 9/30/O6 rrr :•:1888- PIAN Sheet of F 3 'TWO WORKING DAYS BEFORE YOU DIG OF SAL S CONSTRUCTION NO-rES 0 CONSTRUCT 3" AC OVER 5" CL 11 AB (PARKING AREAS) SEESHEET w _ 2 CONSTRUCT 3`.5" AC OVER 8 CL 11 AB (DRIVE ISLES) Y - - • • - •7• D�� '�j" �- ��,� � h g S °' 3 CONSTRUCT 6 TYPE D CURB PER CITY OF �� _ .� y >' q o o T� 1'� r9k1 O O 1 - 2 rEMECULA sra. No. 204A ,� s O - .• ,� o �� 4 3 TY p • o --� 3 4 1 RIBBON GUTTER PER DETAIL SHEET NO. 1 S 4o S _ °•�� 19 O ` � ��' f-� a 3 2 ���C a a°� �'`� 1� �� O� -;lU,jad, Aj�- IIIQ CONSTRUCT 3 WIDE � �, S � p o � DF 5 CONSTRUCT 4 x 1 WIDE CONCRETE STEP S � p � t,, • R PER CITY OF p o �, TYP. o ? Q ,�o CONSTRUCT TYPE A--fi CURB & GUTTE E / � 4 `l.• .9 �` C' \ h �,c• C' ,<• '� (�F \I G �� 1' a� ' S� rp G• a� s I \�, \ ` o' O� `•7 �� 13 ��, C1 �g� J - 3 TEMECULA STD. NO. 200 g V V T DECORATIVE PAVEMENT PER ARCHITECT'S SPECIFICATIONS ' - •O�z O �'� ��04 a��S�C O 6 �� y- o ��'DG WY5 q� 0�,- o� 1► CONSTRUC DEC , 7� � o C� ? �S � Q5 �F � Gj � O � O`L t@TY �'� O •�'� � �,1 1 OAC �' �? O� 8 CONSTRUCT 4 THICK CONCRETE SLAB PER ARCHITECT'S SPECIFICATIONS o� 01• 't '� - �O f �• O 'I `1.` , G SS p 3 O ��o 'S g of ,�C� t�"5 �� ro 14 �0 -�� p`L• 'S• q. .� �� O O� 3 00�,• O� c, �S �° r k r 9 CONSTRUCT CONC. SIDEWALK (WIDTH AS SHOWN ON PLAN) PER Q• pti" O • 110 Cn CITY of TEMCULA sTa. NO. 40 '� tib' oo� `�- `L" O� S 1 4 0� 5 •��� O`L 3 5 ��, ., „ '� Q� o °3 O 3 5 0.50 3 5 0.50% 3 � % t to CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL A �, a� 98, d p• 3 5 O'�' 3 3 5 I r , 4� 6 O 0.50 3 fpa (SEE SHEET 2) �°�� 3 5 1 �_ ' D t to CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL B -rt � �A--1 4 ,`O�• fi` �� ��► O G ,. (6)I. \ � O 'mss '�G G ��O 6 G � O V-1 O �� ° �. °� •�� (SEE SHEET 2) � o � .� 6 � s -- % -� � o a ..of . t 1c T HANDICAPPED ACCESS RAMP PER DETAIL "C" �' O� ?� O O `� F � - d 6 C, , •• -'c�T O ` �° g q. ° `��ti��' u�` O O6,c. Cti O> a O CONSTFIC o '�j �• ra °� rl• ''� '� - ro p SEE' DETAIL HEREON '� O `G" •° °1'° • �� - •sr � •`� �I' �• ° O'� • ,� `S "�6► > ��' 4 �` •S .�C' O 12 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL- PLANS) �• - A PARKING LOT LIGHTS PER ARCHITECT'S PLANS AND ° �G `�� � ,i 4 '� d� 0 7 �. ° OPIR ° O O Q �� 13 INSTALL PA K G D LI d � �j �C Dc � �� � � o a � � PROPOSED � \ ° •�` � 2 ? a � SPECIFICATIONS - '�• 4j '�• Q►� '� ro C� O G W SAME ..�..',�• PARCEL I ...�.. .�..�. �, • �, � • � PARCEL L •Op . 1 °�O >C, �,�� •�� . \, 4 SAWCUT 2 EX PAVEMENT, DISPOSE AND REPLACE / o ,�. �C i O .� 1 C PER PA0 6--•009 2 rc• s > >` O k r EX. ROAD STRUCTURAL SECTION �� o o �• - o� O - o� �,��, - 0.5_ PER PA 6--0092 3 S S _� •� C' •� .�...- 44 PAINT 4" WHITE LINE` PARKING STRIPING ( ��' 3 6 ° `�� 3 °p"�•off• �� °0`5" 3 � �� LLQ 3 z N 7 •p 41 PAINT 4" BLUE/WhITE UNE (CROSS HATCHED) PAVEMENT MARKINGS o� > o b „ - ROOF DRAIN o'`� off' ° o x o EXISTING -•- 42 PAINT 4 WHITE' LINE (HANDICAP) SYMBOL ON BLUE BACKGROUND �� � 26 X12 C .5% � (�_ �j�_ � � -ffOOF D � N EXIS�IAJG � � .- --- -� -� ''� ""� """ PER U.B.C. PRIVATEQY- �il u1 ._. ._._ -... -.•- --- -•--- -•- --- --"' . _`"' c� PARCEL LINE {c 52 INSTALL 24"X 24'' GRATE INLET PER BROOKSJENSEN # 2424 --- � �" x �---� a -PA CEL LINE o Q oluD a d p O 1 FOSSIL PLUS FILTER OR EQUIVALENT �� �-- -- � ❑,.. a ❑ � � ❑W/ FLD GARD C� x INSTALL. 12" PVC DRAIN PIPE CLASS 150 w Na. 2 BACKING dray I `� PLANTER SEATWALL 03.78FS PLANTER/SEATWALL / �� 03.78FS ALL ARCH. PLANS Hr PLANS o NON--SLURRY RIRAP 5 X 10 - 1 THICK AT OUTLET PER DETAIL SFIT. 2 T R SEATWALL PLANTER SEATW PER A PER ARC a 54 - � o� PLAN E / � PER ARCH. PLANS V . 4 CONSTRUCT GRASS LINED. SWALE PER DETAIL HEREON PER ARCH. PLANS t, w 1 55 CONSTRUCT CONC. BLOCK'RET. WALL PER SEPARATE PERMIT + • 03.78FS 03.78FS 03.78FS 03.78FS 03.78FS v Z•5 lro CURB 1" RETAINING CURB __... u. - ----- �� O :PL 4 FLON P se IF NECESSARY AT �C .7 w 11 11 ;; ;; ,_._ d' o 0C 4 EDGE OF SIDEWALK + - 11 I I � G h t 3 + 11 I :; I 6 CONC �ry h r /, n�I C. 3 \ r + 11 11 11 ../�V r �•+- 3250 C4/ 11 �� 01 KI GROOVINC3 w 11 „ it o- 11 SeCTION _ 1-0% 8.33 11 0 0¢ 8.33 z w (---' r--, �----) f--� MAX.. r� IILJL_ IN TS [1 ( I MAX. � � 11 �� 11 07* J 11 11 I I J I, 311 ii ii ■ r � 03, ii •�� ��� Q r r i i ;; ,►!i 11 s Ul 1 I II 11 FF1111 �• 03, .8 °- ;; ell o �- w 0 q� 11 " "ALT �" • ii tl 11 , - PEDESTRiAN RAMP41 . - 11 it f C r + 11 � t u \ O cod Nil SCALE ��. I �� / 11 1� ,•, II tf 40 0 FFw 03n8 it Z „ r • • 1Y 0 � '1 1, O � v 2 311 II ..r • � � . r 11 11 11 OL LF J FFw 03s8 W u t l JJ I I I o '� ;: �.;; VARIES rO MATeH 11 Qloge r 11 II 0 ✓WALE A UaNmEN I 1•of0 /J •L ^I 11 ca CE o (nll .I w �. 03.78 FS ;; 3.78 FS ;; 03.78 FS ;; 03.7o�F �;�Q3.78 FS • I L T b � • STAIRWAYS, SEE p0• �`° r ,''`� - 0.5 ' wl ONCRETE SE 4RCH.PLANS 3 p ARCH- PLANS O ORAMPS, SEE ,y J - 4 _ I w FOR DETAILS. - 6 STEPS ® 0.50 �� �°� O ,,0i ARCH. PLANS A �� ,-, � FOR DETAILS. /--�� w g a o� \ r�'• �` /i/i///// 0 C V WIDE X 2'DEEP �� z ' 11 99.9 TC 1101 z o U r %C. LU FILTER TRENCH 6"X12"RAILROAD TIES ,ja�o.r J w U �. :1 CONC. 99.4 FS 9 O p GRADE STABILIZER - �J Iw • U ,r �c Q - ...,,x.;,.,40 �r r �� 1 (� TYP o�• �, . W s Irl FILTER CLOTH +� / + STAIRWAYS, SEE ,W 1A_ � 8 g. `L O �� ;�.'�., t . "� GLAD G• U ARCH. PLANS co D�. 5: ;�G O O •� --- - a. �. _._.._.t,....__.-... 2 v � • STAIRWAYS, SEE FOR DETAILS. ` g 1 ``� 4 GRASS LINED SWA�.E Q C .A� ► 'I A15 STAIRWAYS SEE �� � 8 STEPS C� 0.50 ,� . -"f - I LANS � CH. PLAINS o G AR _ z � � ARCH. P NO SCALE �r -�'�" ��- `' DETAILS. - FOR D ETAI LS. _�.- r - � C0 R�C� � �_ � g � � FOR , I{ �� ROI�Ecr s�DE 12 STEPS 0 0.50 0 C �-�- '" � ~`------ L°� 0 7 STAIRWAYS, SEE '1 12 171A• 0•�'• �11r"� 5 STEPS @ 0.50 a � Cn c - ---� - - ARCH. PLANSIN/AT` .► �n [Il- , r{ • ��- �--f� �� r g r �O�c� �G 2 PROPOSED- -J y g FOR DETAILS. VETAILow ��ExISTINc _ . o -�- STEPS c� 0.50 CURB BUILDING \r �- --. + C3I=-D IN-��� r'"~~ 1.80% o . w 7 O• I n W•. '.• '�" ROOF DRAIN • ~--- _ r -Q3� 8F' __ ____ I <r3 Qy ROOF DRAIN EXISTING KNISH FLOOR ....-�" f� - , SC g ) ('�[/ REEK �NALL .�Ca 3 _�. -��. -�-� CONCRETE LOADING DOCK EXISTING /r e a�' � ..r-'+ ...wrr,rwr F � PARKING • - _ �}.�- "5 PER A -�____ rrL!� �- ,9 9 `� SEE ARCH. PLANS c0 o `v BUILDING ``\ - v �(� r � MNS ti 'C 1099.00 RC11 � ~� M. � r ---- - - '`�• '1' LANDSCAPE AREA----- �• '_� �, �•LAP1Q` Ala mo co w . + + + __ ---- --�� ��t9 �>` g� 109 .4.30 ou 4 a. 24 - ./`1 + r + ` w• • • r •- r + - w • + Sr - • + r + w w" r. r + + r gV 4' O �� ,1^ '1 '1 11 U�•� v/1� • r r r • + • + r + w • �, w r r �+ r ��� AV�� ��- ` ,`� Ln U) ' GRASS LINED O C' -� .9j.S r - 'w- b• S -- �c.�----_-. - --- - - - SWALE 4 14 �- •(� O LANDS'd _F:-AREA - + SC tE �WA1t SEE AR��i:PLANS_ 03:78FS- EXISTING EXISTING R RAS rNc - _ � LrNEd .�, c NCRET P S _ - C . PLANS 1 �� '� . '10 ���� �., O• PAVEMENT RIBBON GUTTER �S�L� �� �'- SEE SECT �oN 10 FG' �O Xro( ° �HER r O 3 1.0% � •• �- •EoT SECTION A • ` 14 s ► N.T.S. ____ los ry �� ----- - = �- - - * ' '� A/ 3 PROPOSED R ---� I o �� I` PROJECT SIDE -- CURB EX.CURB �-- ----- �c'p9�-�. _� q�� GRASS LINED ~- •�.,.• � ,�. [X% *• •�� S 1 __ _ s -�--- '- °� Rg SEE SECTION WALE -�`� •� °. 3 �' 5 PROPOSED PROPPST D ..1 cG � �� kr°9s�a �- _ '�' �S� PENIN WALE ���� PAR I N , 2• r - - --�_ -_ �} T �r � g. O � BUILDING o°• o • 29 14 lo9q..j PROPOSED ---_ zo _ PRVT. �-= �-_ .- -� F -� ATCIN HRETAINING WALL --� QU �.WS 4 P ABATE � ``-�- �----�. �,�. CFc- D PROPOSED UNDER SE - �� 9 0_ __r_ �--- �. AXIQ--�- -� CU (�ON GUTTER PERMIT. TOP OF WALL --� R S PRaPo� RIBS __�___-__�_ � . . INC r o ----- osa T T p 100 TOP OF FOOTING ELEV. AS ss,. ��. -- r T �r` 40 DRIVEWAY „ SHOWN ON PLANS -- --- -`�- �` _ .5 -��� _ \�- 1 _ EAsTINGCTION E E)) _ --- -� -� _ -PRIVA 0 _�� --� N.T.S. TREET �--- _ _ 2 - ---- - 4 6, 6 0 PROJECT SIDE ------ LID Oro -, 03 66 VAR/ES APPR0 X L --"-- � -�-�- �C °9 •.r -•--�-- ��- wp+3sOF � �- 1 ------ -C B FLOW GR 1 ROADWA Y I .3,3 .3,3 EX. 6 CHA/NL/NK --�� _ lJ--� '1008B » �- -�-� _ � �C s ~-- �- --�.� � _ ----- _-___� ro9 L /� 0 60K Y0 ------ ------ r --`-_ V Cu 0 ASEMENT r� FENCE PER A.0. 159 ----- �� F EXIS `�-�.� - a9� --�- ��•�C .a u r.�� GI -_.___ PIPE -- ---- . RASH COMPACTOR I �-�-- _ ---._.. � _ `�� E520, \3 7 , -- LANDSCAPE AREA . ' 4 0.ss' �.o - - - -_____ ------ -L0,95 _ w 4:�) _�_-.114„ PE FT _..�„ �- -•...., -_._ --� `--�- w----- r n _��_ �`-�= �-� ~---- - 1°sa e �� -�� REVIEWED FOR COMPLIANCE W17 rI TL F 24 �!] @► Cb o apb o TEMECULA CREEK ----- ._ - =: --,-�__ - ---- � � �-- - f o,9 r ---_� GRASS LINED \ CHANN -� :-- ----�•• ` -~- - ` ---�----- EXIST, ��- �- -----� DISABLED ACCESSIBILITY ONL Y sWALE EXisr. _ _ -�� -�,. .- --�_ [311 PA _ 8' I�f9DE A.C. PA V1NG REMOVE Arc. BERM TING - ---. EXIS -- -' --- �= ---�" -- -�---� '-- ----,T---- - ---- - IDE �--- �_____ _____. -•-� _. -�,-�- - BIKEAPPRovED ey DATE STREET --- .. ._ - _-;-T,: PW LF ST0RE ROAD (PRIVATE ) �. -�_ - -� STH EXlS17NG B CURB ( IN FEET ) ��,� �--�� -�-�-- _ -�:, _ �`�-r- TQ � NAGE R -- -. - _ -- --. - MAI In n� n rr & GUTTE 1 inch = � f . SECTION C C -- - -`- -- - --_- -- --_- . - - . N.T.S. Dro wing No. SEAL: Designed By Drawn Z? Checked By ARK 017 OF TEMECULADEPARTMENT of PUBL lC WORKS Underground, Servree Alen CONSTRUCT/oN RECfaRD DATE BYREVISIONS DATE ACC D BENCH M ,�'CALE � F I J.R RECOMMENDED BY.- DATE CI0AY-6WA ..•. wed' Q M.aq,y� -ion Of �. '� -� plans Prepared Under Supervision r 5 � D�j �o� • .,W OAOCA �,VXVI dIJO�, e"C' Horizontal � � r � - DA TE- � OT PLAN PA05- 0254 o + actor I► ' � ACCEPTED BY. P�-... Call: TOLL FREE Contr v,,� � &• lli No. �„� �; �� RONALD t/ PARKS . - PARCEL 1 THROUGH 6 PM 3 • SEE ABOvE exp.o��sala� 3 o A.13 . 2 a do Opp r VEra L I'E5 SEE SHEET NO. 2 Dote. DEPUTY DIRECTOR OF PUBLIC WORKS 1 -800 � � AR TUR IVANAL � wrl: Inspector � P Vertical n W wUi �ATIO t 277-2600 �T�v CIy11. Q� �� 3� ��7 19744 Expires 9130 :ieea: Sheet of Dote Completed ' c A�� R.C.E. No. 36117 Expires R C.E- No. p , PRE G PIAN QRKING PAYS BEFORE YOU DIG 10- Water Quality Management Plan (WQMP) PM. 31454 Appendix C Supporting Detail Related to Hydraulic Conditions of Concern August 2005/Feb. 2007 TABLE OF CONTENTS SECTION PAGE I. INTRODUCTION II. MAPS AND PLATES 1. Vicinity Map 2. Rainfall Intensities Calculations 3. RCFC & WCD Discussion for 100 Year-24 Hour Precipitation Overlay 4. Plate E-5.6 with Overlay(100 Year-24 Hour Precipitation) 5. Plate D-4.3 (2 Year-I Hour Precipitation) 6. Plate D-4.6 (Slope of Intensity Duration Curve) 7. Hydrologic Soils Group Map for Pechanga(Temecula) 8. Hydrology Map Lot"47" & "48" of Tract 23172 • 9. Reference Drawing IH. RATIONAL HYDROLOGY STUDY (100 YEAR STORM) IV. RATIONAL HYDROLOGY STUDY(10 YEAR STORM) • 67 INTRODUCTION • I. INTRODUCTION 1. PROJECT DESCRIPTION Lots "47" & "48" of TR 23172 (Project) is located in the City of Temecula, County of Riverside. The Project is bounded by the State Route 79 South to the North, existing Industrial Park to the West, Existing Commercial Center to the East and MDC Vail (Private Road) to the South (See Vicinity Map). The existing project site currently drains from North to South to two existing 28 foot catch basins along Wolf Store Road and eventually to Temecula Creek. 2.' PURPOSE OF STUDY The hydrology study was prepared and developed to determine the drainage runoff flows generated by the proposed project. The hydrology map reflects the proposed development and its tributary drainage areas. The resulting Q- 100 & Q-10 flows are presented in section III. 3. DESCRIPTION OF ANALYSIS/METHODOLOGY • HydroloY . The 10-and 100-Year storm rational method hydrology was prepared using the civil Cadd/Civil Design Software, 1992 Version 3.3. The hydrology study control information, i.e. 2-year-I hour precipitation, 100-year-24 hour precipitation, slope intensity duration curve and hydrologic soils map for, Pechanga were obtained from Riverside County Flood Control and Water Conservation District (RCFC & WCD) 1978 Manual, which is included in ' Section II of this report. The rainfall intensities were adjusted to reflect the changes using RCFC & WCD overlay, Calculations are presented under rainfall intensity . calculations in Section II. Drainage flows were calculated to discharge at Wolf Store Road to be picked up at two existing catch basins (Line "T" & Line "SS" — see reference plans) . to Temecula Creek Channel via existing pipe outlets. • io II MAPS AND PLATES 70 0 0 - o S -13 PROJECT SITE ROD WE • DE POR-FO �g SOUS P �F RUo wU S(ORE RUp 09O SZPZE �F ` ROPE PARKWAY EDHA W �-13 HO OW WAY o� VICINITY MAP NOT TO SCALE RAINFALL INTENSITIES CALCULATIONS 100 Year—24 Hour (using RCFC overlay on Plate E-5.6) = 6.0" 100 Year— 6 Hour(adjusted per RCFC factor of 0.57) 6.0 x 0.57 = 3.42" 100 Year—3 Hour(adjusted per RCFC factor of 0.38) 6.0 x 0.38 =2.28" 100 Year— I Hour (adjusted per RCFC factor of 0.20) 6.0 x 0.20= 1.20" 1 2 Year— 1 Hour(Plate D-4.3) = 0.57" ! Slope—Intensity Duration(Plate D-4.6) = 0.55" 1 ' I IGG. �>rA� ��3,bNa �• Ftg.u>= Pvi��i Pain u- '. F>4 Uplc; =su6sTAAjTt4", 1-�cCL 171r !6, STF�TION DAA hoz: TQ Tl?� C_17r1�'r�L1 �:IGU> r, JP � t'cotzT �c1iz A riOrJ DATA A3LE A,uC.) 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POINT dal�; FdL�. �!A,,tl�' • Q. _ • I !z4 . zo L ; z4 �7 7� III RATIONAL HYDROLOGY STUDY (100 YEAR STORM) Riverside County Rational Hydrology Program CIVILCADD/CIVILDESIGN Engineering Software, (c) 1992 Version 3 .3 Rational Hydrology Study Date: 06/26/03 LOT-47-AND-48-OF-TRACT-23172 Q100 FLOWS - BASIN A FILE: MDC100 ------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------—-----------------------------— RANPAC Engineering Corporation, Temecula, CA - SIN 560 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 3 Standard intensity-duration curves data (Plate D-4 .1) For the [ Murrieta,Tmc,Rnch Callorco ] area used. 10 year storm 10 minute intensity = 2.360 (in./hr. ) 10 year storm 60 minute intensity = 0. 880 (in./hr. ) 100 year storm 10 minute intensity = 3 .480 (in./hr. ) 100 year storm 60 minute intensity = 1.300 (in./hr.) Storm event year = 100 . 0 Calculated rainfall intensity data: 1 hour intensity = 1.300 (in./hr. ) Slope of intensity duration curve = 0.5500 • ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 101.000 **** INITIAL AREA EVALUATION **** Initial area flow distance = 612 .000(Ft. ) Top (of initial area) elevation = 1108 . 000 (Ft.) Bottom (of initial area) elevation = 1099 .000 (Ft. ) Difference in elevation = 9.000 (Ft. ) Slope = 0 .01471 s (percent) = 1.47 TC = k(0.300) * [ (1ength"3) /(elevation change) ] "0.2 Initial area time of concentration = 9 . 085 min. Rainfall intensity = 3 .672 (In/Hr) for a 100 .0 year storm COMMERCIAL subarea type Runoff Coefficient = 0 . 890 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil (AMC 3) = 74.80 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 5.458 (CFS) Total initial stream area = 1.670 (Ac. ) Pervious area fraction = 0.100 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102 .000 **** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION **** • Top of natural channel elevation = 1099. 000 (Ft.) End of natural channel elevation = 1097.000 (Ft. ) Length of natural channel = 199 .000 (Ft. ) Estimated mean flow rate at midpoint of channel = 7 .795 (CFS) 75 Natural valley channel type used L.A. County flood control district formula for channel velocity: velocity = (7 + 8 (q' .352) (slope"0.5) Velocity using mean channel flow = 2.35 (Ft/s) • Correction to map slope used on extremely rugged channels with drops and waterfalls (Plate D-6.2) Normal channel slope = 0.0101 Corrected/adjusted channel slope = 0.0101 Travel time = 1.41 min. TC = 10.49 min. Adding area flow to channel COMMERCIAL subarea type Runoff Coefficient = 0.889 Decimal fraction soil group A = 0 .000 Decimal fraction soil group B = 1. 000 Decimal fraction soil group C = 0 .000 Decimal fraction soil group D = 0.000 RI index for soil (AMC 3) = 74.80 Pervious area fraction = 0.100; Impervious fraction = 0 . 900 Rainfall intensity = 3 .392 (In/Hr) for a 100. 0 year storm Subarea runoff = 4.314 (CFS) for 1.430 (Ac. ) Total runoff = 9 .772 (CFS) Total area = 3 . 100 (Ac. ) End of computations, total study area = 3 .10 (Ac. ) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.100 Area averaged RI index number = 56. 0 • • Riverside County Rational Hydrology Program CIVILCADD/CIVILDESIGN Engineering Software, (c) 1992 Version 3 .3 Rational Hydrology Study Date: 06/26/03 LOT-47-AND-48-TRACT-23172 Q100 FLOWS - BASIN B FILE: MDB100 ------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ RANPAC Engineering Corporation, Temecula, CA - SIN 560 ------------------------------- Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 3 Standard intensity-duration curves data (Plate D-4.1) ' For the [ Murrieta,Tmc,Rnch Callorco ] area used. 10 year storm 10 minute intensity = 2 .360 (in./hr. ) 10 year storm 60 minute intensity = 0. 880 (in./hr. ) 100 year storm 10 minute intensity = 3 .480 (in./hr. ) 100 year storm 60 minute intensity = 1.300 (in./hr. ) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.300 (in./hr. ) Slope of intensity duration curve = 0.5500 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 200.000 to Point/Station 201.000 **** INITIAL AREA EVALUATION **** Initial area flow distance = 365. 000 (Ft.) Top (of initial area) elevation = 1108. 000 (Ft. ) Bottom (of initial area) elevation = 1103 .000 (Ft. ) Difference in elevation = 5.000 (Ft . ) Slope = 0.01370 s (percent) = 1.37 TC = k(0.300) * [(length"3) / (elevation change) ] ^0.2 Initial area time of concentration = 7.494 min. Rainfall intensity = 4 .082 (In/Hr) for a 100 .0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.891 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 _ Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0. 000 RI index for soil (AMC 3) = 74 .80 Pervious area fraction = 0.100; Impervious fraction = 0.900 ' Initial subarea runoff = 2 .328 (CFS) Total initial stream area = 0.640 (Ac. ) Pervious area fraction = 0 .100 Process from Point/Station 201.000 to Point/Station 202 .000 **** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION **** • Top of natural channel elevation = 1103 .000 (Ft. ) End of natural channel elevation = 1099.000 (Ft. ) Length of natural channel = 365.000 (Ft. ) Estimated mean flow rate at midpoint of channel = 7.056 (CFS) 77 Natural valley channel type used L.A. County flood control district formula for channel velocity: Velocity = (7 + 8 (q� .352) (slope"0 .5) Velocity using mean channel flow = 2.40 (Ft/s) Correction to map slope used on extremely rugged channels with drops and waterfalls (Plate D-6 .2) Normal channel slope = 0 .0110 Corrected/adjusted channel slope = 0.0110 Travel time = 2 .54 min. TC = 10.03 min. Adding area flow to channel COMMERCIAL subarea type Runoff Coefficient = 0. 890 Decimal fraction soil group A = 0. 000 Decimal fraction soil group B = 1 .000 Decimal fraction soil group C = 0. 000 Decimal fraction soil group D = 0.000 RI index for soil (AMC 3) = 74 .80 Pervious area fraction = 0.100; Impervious fraction = 0. 900 Rainfall intensity = 3 .477 (In/Hr) for a 100.0year storm Subarea runoff = 8 . 043 (CFS) for 2 .600 (Ac. ) Total runoff 10 .371 (CFS) Total area = 3 .240 (Ac. ) End of computations, total study area = 3 .24 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.100 Area averaged RI index number = 56 . 0 • • • IV RATIONAL HYDROLOGY STUDY (10 YEAR STORM) • Riverside County Rational Hydrology Program CIVILCADD/CIVILDESIGN Engineering Software, (c) 1992 Version 3 .3 Rational Hydrology Study Date: 06/26/03 •� LOT 47 AND 48 OF TRACT 23172 Q10 FLOWS - BASIN A FILE: MDC10 --------------------------------------------------—------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ RANPAC Engineering Corporation, Temecula, CA - SIN 560 --------------------------------------------------------------------- Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 10.00 Antecedent Moisture Condition = 3 Standard intensity-duration curves data (Plate D-4 . 1) For the [ Murrieta,Tmc,Rnch Callorco ] area used. 10 year storm 10 minute intensity = 2 .360 (in./hr. ) 10 year storm 60 minute intensity = 0. 880 (in./hr. ) 100 year storm 10 minute intensity = 3 .480 (in./hr. ) 100 year storm 60 minute intensity = 1.300 (in./hr. ) Storm event year = 10.0 Calculated rainfall intensity data: 1 hour intensity = 0 . 880 (in./hr. ) Slope of intensity duration curve = 0.5500 • Process from Point/Station 100.000 to Point/Station 101.000 **** INITIAL AREA EVALUATION **** Initial area flow distance = 612 .000 (Ft. ) Top (of initial area) elevation = 1108 .000 (Ft.) Bottom (of initial area) elevation = 1099.000 (Ft. ) Difference in elevation = 9 .000 (Ft. ) Slope = 0 .01471 s(percent) = 1.47 ` TC = k(0.300) * [ (length"3) /(elevation change) ) "0.2 Initial area time of concentration = 9.085 min. Rainfall intensity = 2 .485 (In/Hr) for a 10.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.886 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 3) = 74 .60 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 3 .678 (CFS) Total initial stream area = 1.670 (Ac. ) Pervious area fraction = 0. 100 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102.000 **** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITI0jq **** • Top of natural channel elevation = 1099 . 000 (Ft. ) End of natural channel elevation = 1097.000 (Ft. ) Length of natural channel = 199.000 (Ft. ) Estimated mean flow rate at midpoint of channel = 5.253 (CFS) Natural valley channel type used L.A. County flood control district formula for channel velocity: Velocity = (7 + 8 (q".352) (slope"0 .5) Velocity using mean channel flow = 2 .14 (Ft/s) • Correction to map slope used on extremely rugged channels with drops and waterfalls (Plate D-6 .2) Normal channel slope = 0.0101 Corrected/adjusted channel slope = 0.0101 Travel time = 1.55 min. TC = 10.63 min. - Adding area flow to channel COMMERCIAL subarea type Runoff Coefficient = 0. 885 Decimal fraction soil group A = 0.000 - Decimal fraction soil group H = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil (AMC 3) = 74 .80 Pervious area fraction = 0.100; Impervious fraction = 0.900 Rainfall intensity = 2.279 (In/Hr) for a 10. 0 year storm Subarea runoff = 2 . 885 (CFS) for 1.430(Ac. ) Total runoff = 6.563 (CFS) Total area = 3 .100 (Ac. ) End of computations, total study area = 3 .10 (Ac. ) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) 0.100 Area averaged RI index number = 56.0 • • (V�I� Riverside County Rational Hydrology Program CIVILCADD/CIVILDESIGN Engineering Software, (c) 1992 Version 3 .3 Rational Hydrology Study Date: 06/26/03 LOT 47 AND 48 - TRACT 23172 , Q10 FLOWS - BASIN B FILE: MDB10 ------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ RANPAC Engineering Corporation, Temecula, CA - SIN 560 ------------------------------------------------------------------------ Rational Method Hydrology Program based on - Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 10 .00 Antecedent Moisture Condition = 3 Standard intensity-duration curves data (Plate D-4.1) For the [ Murrieta,Tmc,Rnch Callorco ] area used. 10 year storm 10 minute intensity = 2.360 (in./hr. ) 10 year .storm 60 minute intensity = 0.880 (in./hr.) 100 year storm 10 minute intensity = 3 .480 (in./hr. ) 100 year storm 60 minute intensity = 1.300 (in./hr. ) Stone event year = 10 .0 Calculated rainfall intensity data: 1 hour intensity = 0. 880 (in./hr. ) - Slope of intensity duration curve = 0 .5500 • ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 200.000 to Point/Station 201.000 **** INITIAL AREA EVALUATION **** Initial area flow distance = 365 .000 (Ft. ) Top (of initial area) elevation = 1108.000 (Ft. ) Bottom (of initial area) elevation = 1103 .000 (Ft.) Difference in elevation = 5.000 (Ft. ) Slope = 0. 01370 s(percent)= 1.37 TC = k(0.300) * [ (length"3) /(elevation change) ] '0.2 Initial area time of concentration = 7.494 min. Rainfall intensity = 2 .763 (In/Hr) for a 10.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0 .887 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0. 000 RI index for soil (AMC 3) = 74 .80 Pervious area fraction = 0.100; Impervious fraction = 0 . 900 Initial subarea runoff = 1.569 (CFS) Total initial stream area = 0. 640 (Ac. ) Pervious area fraction = 0.100 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 201. 000 to Point/Station 202 . 000 **** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION **** • Top of natural channel elevation = 1103 . 000 (Ft. ) End of natural channel elevation = 1099.000 (Ft.) Length of natural channel = 365 .000 (Ft. ) Estimated mean flow rate at midpoint of channel = 4.757 (CFS) Natural valley channel type used L.A. County flood control district formula for channel velocity: Velocity = (7 + 8 (gA.352) (slope"0.5) Velocity using mean channel flow = 2 .18 (Ft/s) • Correction to map slope used on extremely rugged channels with drops and waterfalls (Plate D-6 .2) Normal channel slope = 0 .0110 Corrected/adjusted channel slope = 0 .0110 Travel time = 2 .79 min. TC = 10.28 min. Adding area flow to channel COMMERCIAL subarea type Runoff Coefficient = 0.885 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil (AMC 3) = 74 . 80 Pervious area fraction = 0.100; Impervious fraction = 0.900 Rainfall intensity = 2.322 (In/Hr) for a 10. 0 year storm Subarea runoff = 5 .345 (CFS) for 2.600 (Ac. ) Total runoff = 6 .915 (CFS) Total area = 3 .240 (Ac. ) End of computations, total study area = 3 .24 (Ac. ) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.100 Area averaged RI index number = 56 .0 • • r - PARCT MAP 31454 HYDROLOGY MAP -- (LOT 47 AND 48 OF TRACT 23172) roi ro cue 1 I I` i '-\^/�_ 1. ry i� 'y ;,,t• a 1 � ± Yt- '-.-'-1 I 1 I �u �t - -FSS\` ^rr! �~- _.�__" � • HYIX OGY SlA1NANY TABLEPik is aw am xvo na ��\. �� a \ l'4-'•^ rm rov av> rnw rnr ___ t '�_ ��. •••� •• - � 4�n1� � ^ - '1 �1 IAT, ! i vi. IN Ias�e� cuemc.•.r: Y OPENING PER INSTRUMENT N0. 455755 HIGHWAY 9 SOUTH (EXISTING) RECORDED 12-12--97, RIGHT IN/RIGHT OUT ACCESS ONLY NOTE: N0 GRADING SHALL OCCUR WITHIN EXISTING PRO�Ecr sIyE CALTRANS RIGHT OF WAY EXIST. 18" SEWR EXIST. SEWER MH CURB TO BE PROTECTED EXIST. 36" WATER EXISTING EXISTING .. EXIST. CURB & GUTTER _ •"` ____ BUILDING PARKING ------�----- � ------- 7=W EXIST. R/W �....._-...__. _..--..w _w._.. N73°22'11�E w..._ • ♦ • r • • . • . 24c • ; ww.r •�j ..r • +.rrrrn� • • a • • r r • • r rrw•.�. r • +...r.0 . .... MMw..•wnr.... ..�._rrrr. "� • FLOW � 07.50o FLOW ,� WP � EXISTING EXISTING - -.--- - :M11 T � 0I PAVEMENT RIBBON GUTTER ' EXIST. F.H. LINE b r PT. # 3 I 32 ACCESS EASEMENTSECTICSN A A i o� � W a I I a I N.T.S. i �. ._ . ._ . 1 PA EL 1 110-1 iPARCEL '--l — DAYLIGHT I PAD=07.50PARCEL � I© I I 0 t `'- LINE � to R- PAD= r � � � ° r t 05.30 o0 PROJECT SIDE EXISTING r t t r CURB t ,�' ���- I � r t r EXIST. F.H. W EXISTING t • Z DRIVEWAY .�...,......�.,.......,.....��....� ® ,. � � � �2 41,12' ..... �.. ....., _... ..._. ...,.. V,J - --- p a 27'2.0 ' o � Ja - H ' o off° ,` EXIST L U '� T P/L E -1-- - t� r. o° �. ! �r� (TYP.) YLIG MER WATER `` L E >> r' 05 W SECTION to 03 N.T.S. {� 0 0 �• ps ° Z 0 A •; w . P ; RCE 3 s 0 04�--- �I Z R) o PL w �. I PARC L 4 PRoiECT SIDE - `` -- -� EXIST. F.H. bi I ` --- Ca ss VARIES �- XIST. F.H. -�' a 04 x I' ROAD WA Y 33 33 F_X. 6 CHA/NLINK r �/ 'p (D - EASEMENT T ...�. y,1 a ._ FENCE PER A.D. 159 �Q �.r � � ° ,.�.-. .-. Z \0CN W ZI a o.ss' 2.o� u I I ��• �� 1 ' -03— I o� FT - -.. ,3 BAGS HIGH �- -x--1/4 PE , • SANDBAGS ° '°0�Q TEMECULA CREEK c7c / / F / CHANNEL ,,,,r,.• _�O EXIST. 1WNWAIP 8' WDE A.C. PA WNG F, �L�W I EXIST. F,H. BIKEPA TN .... � 03.30 HP FLOW (EXISTING) EXISTI„G�s" CURB I `� �! �'' I ^`- -�- WOLF STORE ROAD (PRIVATE STREET 'GurTER ` '-- -- ---•- i.---. i ......_. ._..... .._.... .._ . ,...,..... _... :7 SECTION nVn"" nVn ,..�................, ,.... i o V �r�"Torn,�� I L 1.rL! .. .,..... "_'-~.. ...... .....�. .. 272,00` N.T.S. � . . ^- - -- --- -•-- CD XIS . ^E`XTST.— TER I Z R w r�2' PRo�Ecr sIDE a -` - .... . ._...... ....._..._M... .. ..,,M. . t � / �. ■. w. r~ ■. I 11 C7 . � � rrr� � � rr s� s � � r � r � rr..wi�rw.. PA , '� I m aro 1s rs' 55' S5' r.s' � D=03.30, w I r� II 0 PA CLL 5 It EXIST. F.H. I I RCEL 6 2.a� 2 09 2 0� 2.a� 2.o9 I � � I I I A I I I EXIST. WATER COMPACTED .S`UBGRADE I ° ` 0� l rw (EXISTING) "� C 0 HIGHWAY 79 SOuTH � r 111)" rr rr n I .M•-r r.• I 1t I SECTION D D __If OM--�--:� N.T.S. = �� °�'may OD [� 99 8 ro Q - q (1rti �+.w��rw�. `rrrw•w..r�r���wwr..� � ~�r���� �'�r'�+�� o 97.8 FL -�-.�,,. ~---� .� EXI T o . ., m"I ` ---�- -�. 1 VERIZON EASEMENT w PT. 4 °�''- — �. ,.,,� `"",�-„ PE IN # 110277 D - •_.,, r � .. ....• _. ATED 3--17--99 ••.,,,...,,w..,..,, EXIST. F.H. w... ��a bj .. � � - ,. ~ ....,....N.-w.. XIST. 1 ROADWAY PER TR. � EASEMENT -- 23172 MB 251/94-99 �- � EXIST. AC BERM �`.. . ..�...•. XIST TO BE pR ,a FLO PRVT. OTECTED IN PLACE . ----�.� �w CA TCH B SIN I EFXISTIN PEXIST a3T.CURB 2.90CFS �� - ---^. ---- TO RE CUTTER Q�oo� EXISTING, �OLF MAIN 44.90 G ST011 ------- CFS EXIS � TING (PRIVATS STR 40 E EET)` APPRpx EIMI TS 4F EXIST. 48" FLOW -- - — ---- 3 0�` YR. PIP ' d ----�_ FLOOD p � E N 79 S3'1 g�� •- EAIN 520.3 7 -•••" -.-. . AGRAPHIC SCALE " EXIST 15' - -- 49 0 40 80 164 BIKE PATH (EXISTIN _ TING $� �` SDE EMECULA BIKEPq TH_ TO REMAIN AIN CHA NNS' ( IN FEET ) 1 inch = 40 ft. MOON CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Designed By Drawn By Checked By Drawin No. Underground Service Alert SCALE CITY . OF TEMECULA DEPARTMENT OF- R. PUBLIC WORKS 9 RECOMMENDED BY. DATE. � Horizontal Plans Prepared Under Supervision Of s, © Call: TOLL FREE Contractor _ 4 ACCEPTED BY.- DATE. SEE ABOVE �� � 1 -800 DC]'te. RONALD J. PARKS HYDROLOGYMAP Inspector DEPUTY DIRECTOR OF PUBLIC WORKS Y: ��V` :.t A'i::.l. lilt Vertical d 277-2600 Y. w Dote Completed PM31454 P R.C.E. Na. Expires R C.E No. 1974¢ Expires 91JO105 f,, .i e9: . Sheet 1 of 1 r°Ns ' �.o� TWO WORKING DAYS BEFORE YOU DIG ..I Water Quality Management Plan (WQMP) PM. 31454 • Appendix D Educational Materials August 2005/Feb. 2007 • .irOil WHEN IT MUNS �orm 1 i a For'more information contact: / E ' f • ONLY RAIN IN THE STORM DRAIN Riverside County Flood Control District 1995 Market Street, Riverside, CA 92501 Call Toll Free: 1-800-506-2555 E-mail: flood.fcnpdes@co.riverside.ca.us J r or visit y ' www.epa.gov/npdes/stormwater www.epa.gov/nps 1 THE Yt OF : a Q vdA 6 LW 1 1 f "4Mavrt"+` NYISiVIT 110S e,o MO Polluted stormwater runoff can have many adverse effects on plants, fish, i y Stormwater runoff occurs when precipitation I animals, and people. from rain or snowmelt flows over the round. g Sediment can cloud the water Impervious surfaces like driveways, sidewalks, and make it difficult or TM and streets prevent stormwater from impossible for aquatic plants to S ' naturally soaking into the.ground. grow. Sediment also can ` ti k i destroy aquatic habitats • Excess nutrients can cause , r y•5 algae blooms.When algae die, they sink to the bottom and decompose LI�JLv(S(1 U�aXL7. n a process that removes oxygen from41 a 3 ' he the water. Fish and other aquatic ° l� n a , i organisms can't exist in water with low Ltl dissolved oxygen levels �} • Bacteria and other pathogens can wash into swimming areas and create health X� hazards, often makingbeach closures ' necessary. Fa+s r f1 Y - • Debris—plastic bags, six-pack rings, bottles, and tl t �i cigarette butts—washed into waterbodies can choke, suffocate, or disable aquatic life like ducks, fish, turtles, and birds. 5 * _, ;°. W' • Household hazardous wastes like insecticides, pesticides, paint, t _ solvents, used motor oil, and other auto fluids can poison aquatic life. 1� F` Land animals and people can become sick or die from eating diseased fish and shellfish or ingesting polluted water. ' Stormwater can pick up debris, chemicals, dirt, and other • Polluted stormwater often pollutants and flow into a storm sewer system or directly to _ _- affects drinking water f sources. This, in turn, can a lake, stream, river, wetland, or coastal water. Anything that t , e affect human health and enters a storm sewer system is discharged untreated into — increase drinking water the waterbodies we use for swimming, fishing, and providing ' `^ T` treatment costs. drinking water. I r�r r w ll` ll;ll;IVVVVI%�%V V VV VV VJ�/ V vV/ IN VV®� IJC/ , - NO DUMPING! [ Auto care i(� iA Washing your car and ` a -� degreasing auto parts at home i A Fkpatiow td eetmw to daa(ginq peopb,4 be"40 . can send detergents and other HI Signd and watkea nevi Aoovr. Aaw aw a,redi" r ' contaminants through the x' storm sewer system. Dumping 5atpdfittaate v&iu'rq Vee daauu mi&be rutted Q02 �_g� ,/`��6 automotive fluids into storm t*Awted nto a fain!watenfiody mg p't PpM4 . p drains has the same result as Catttalit &6wiCald da ad istdeetulded pee&�ided paZ dumping the materials directly into ody. QQ�G� L�tGbf J d0�'4' ad Wed11fO� °d�°�� &A- ' • Usee a a com commercia'+fcar wash that treats or I� DM t pottn&K arta ffi2 ywu d"A uf&dtvW dMA. recycles its wastewater, or wash your car on Permeable Pavement---Traditional concrete and your yard so the water infiltrates into the asphalt don't allow water to soak into the ground. ground. Instead these surfaces rely on storm drains to Lawn LQYe • Repair leaks and dispose of used auto fluids divert unwanted water. Permeable pavementsystems allow rain and snowmelt to soak through, Excess fertilizers and batteries at designated drop-off or recycling locations. decreasing stormwater runoff. and pesticides applied to lawns : ` w ', Rain Barrels—You can and gardens wash r` collect rainwater from .mh. off and pollute Septic =¢t h w Pet waste rooftops in mosquito- streams. In systems a proof containers.The addition, yard .� � �` y Pet waste can be - water can be used later on Q clippings and '; Leakingand a major source of _ leaves can wash w lawn or garden areas. �. bacteria and w poorly into storm drains and contribute maintained deli .¢ excess nutrients - nutrients and organic matter to streams. "� in local waters. Rain Gardens and X g septic Grassy Swales—Specially - • Don't overwater your lawn. Consider systems release nutrients and ♦When walking designed areas planted pathogens (bacteria and with native plants can provide natural laces for using l soaker hose instead of a your pet, P p P sprinkler. viruses) that can be picked up remember to pick up the �• rainwater to collect by stormwater and discharged waste and dispose of it and soak into the • Useesticides and fertilizers into nearby waterbodies. P properly. Flushing pet ""�"� ground. Rain from sparingly.When use is necessary, use Pathogens can cause public waste is the best disposal rooftop areas or paved these chemicals in the recommended health problems and method. Leaving pet waste ? <° areas can be diverted amounts. Use organic mulch or safer environmental concerns. on the ground increases kti e into these areas rather pest control methods whenever ♦ Inspect your system every public health risks by than into storm drains. possible. 3 years and pump your allowing harmful bacteria • Compost or mulch yard waste. Don't tank as necessary (every 3 and nutrients to wash into vegetated Filter Strips—Filter strips are areas of leave it in the street or sweep it into to 5 years). the storm drain and native grass or plants created along roadways or eventually into local streams.They trap the pollutants stormwater storm drains or streams. ♦ Don't dispose of P waterbodies. picks upas it flows across driveways and streets. • Cover piles of dirt or mulch being household hazardous used in landscaping projects. waste in sinks or toilets. • Dirt, oil, and debris that collect in Ercontrols that aren't maintained can cause {G parking lots and paved areas can be exCc ve amounts of sediment and debris to be • q washed into the storm sewer system crried into the stormwater system. Construction , I ,��► � "oS � and eventually enter local v�hicles can leak fuel, oil, and other harmful fluids �' . — ' • waterbodies. that can be picked up by stormwater and n r • Sweep up litter and debris from deposited into local waterbodies. sidewalks, driveways and parking lots, • Divert stormwater away from disturbed or r ' especially around storm drains. exposed areas of the construction site. • Cover grease storage and dumpsters •(Install silt fences, vehicle mud removal areas, il and keep them clean to avoid leaks. vegetative cover, and other sediment and • Report any chemical spill to the local erosion controls and properly maintain them, v hazardous waste cleanup team. especially after rainstorms. � • They'll know the best way to keep • Prevent soil erosion by minimizing disturbed spills from harming the environment. areas during construction projects, and seed " and mulch bare areas as soon as possible. /f r Lack of vegetation on streambanks can lead to erosion.Overgrazed pastures can also contribute excessive amounts of sediment to local waterbodies. Excess fertilizers and lJ tx7 pesticides can poison aquatic animals and lead to destructive algae blooms. Livestock in streams can contaminate waterways with bacteria, making them unsafe for human contact. • Keep livestock away from streambanks and provide . r them a water source away from waterbodies. • Store and apply manure away from waterbodies and in accordance with a nutrient management plan. , • Vegetate riparian areas along waterways. • Rotate animal grazinglto prevent soil erosion in fields. " • Apply fertilizers money pesticides according to label _ -7- nstructions to save and minimize pollution. Uncovered fueling stations allow spills to be washed into storm drains. Cars waiting to be repaired can leak fuel, oil, and other harmful Improperly managed logging operations can result in erosion and fluids that can be picked up by stormwater. sedimentation. • Clean up spills immediately and properly ~a • Conduct preharvest planning to present erosion and lower costs. dispose of cleanup materials. • Use logging methods and equipment that minimize soil disturbance. • Provide cover over fueling stations and design or retrofit facilities for spill • Plan and design skid trails, yard areas, and truck access roads to n, minimize stream crossings and avoid disturbing the forest floor. containment. " •Construct stream crossings so that they minimize erosion and physical 4 Properly maintain fleet vehicles to prevent oil, gas, and other discharges from being changes to streams. *C - g I washed into local waterbodies. ��. • Expedite revegetation of cleared areas. / �z Install and maintain oil/water separators. o t W, o"IRol�ut�on� , lflgJlJJ UUu1Ju!!J For information on "closed-loop" suppliers ; _.�� Riverside County has two drainage systems - sand and recycling/disposal vendors, contact: ,An. ' �i. drain system is designed to help prevent flooding County of Riverside VV llat,y,QUJ�h4U)d}k�n0 fate streets. Since the storm drain system does not pro Health Services Agency unintended function of transporting pollutants direct) Department of Environmental Health 4 at (909) 358-5055. Unlike Unlike sanitary sewers, storm drains MEMO are not connected to a treatment our RUM MEMO plant-they flowavers tly and lakes.4 local streams, rivers and lakes. i n SPILL RESPONSE AGENCY: �11V�li[IUtJLI Waste orwashwater generated by the food servic, HAz-MAT: (909)3585055 industry often contains materials such as food AFTER 5:00 P.M.: (909)358-5245 OR 911 j wastes,oil,grease,detergents,and degreasers. HAZARDOUS WASTE DISPOSAL: (909) 358-5055I These materials can degrade local waters when RECYCLING INFORMATION: 1-800-366-SAVE ftin allowed to flow into a storm drain system. I � �TO REPORT ILLEGAL DUMPING OR A CLOGGED . l l Storm water pollution causes as much as 60% o! STORM DRAW: 1-800-506-2555 ` - V water pollution problem. Itjeopardizes the quali To order additional brochures or to obtain information / -� -' our waterways and poses a threat to groundwah on other pollution prevention activities, ,/ resources if pollutants percolate through soil. call: (909)955-1111. .f 1 9 rilbe If omsfilm llblffim gran nemm �i � � I _ _ —1(�0®�u��NOW IN The Cities and County of Riverside StormWater/CleanWater Protection Program Since preventing pollution is much easier,and less costly, 1 -800-506-2555 cp �U'�(� r�p and County of Riverside StormWater/CleanWater Prc Q�d7lL UUU6tlilllW�L�IJUi1�lll114 businesses on pollution prevention activities such as I f�1I7gg��rtn{{�1�nRorrmm2�oo �t MMn(� described in this pamphlet. Sto�+ ��,j y^ ITII WUoUIIUottoav Q u U99��� m_ tl,C `�te_1 The Cities and County of Riverside have adopted ordil discharge control. In accordance with state and federa �\ ic Ga _e Prohibit the discharge of wastes into the storm drain Sys Res4auran4s discharges from the food service industry containing fi PROTECTION PROGRAM degreasers. 0 Grocery Stores PLEASE NOTE: A common stormwater pollution service industry is the discharge of washwater int( Riverside County gratefully acknowledges the Santa Clara l; down of outdoor areas. Often, these activities fl Valley Nonpoint Source Pollution Control Program,Alameda Delicatessens Countywide Clean Water Program and the San Bernardino system. The discharges of pollutants is strictly I County Stormwater Program for information provided in this ,,,j .8alterleS state and federal regulations. brochure.. - n l5 i • �j�II Irj ,II■��■��ppiil�■®I��I��II II. � MI�I !- .o,- A !J !J-J�1`6 r KJ .el t6i � � Our #707l r Cleanin' It Right . . . Proper Storage and How `Bout That Out( Pour mop and wash water into the mop sink Disposal . . . Dumpster . . . Arez or down floor drains . . . not into gutters, General cleaners,floorcleaners,solvents, Keep dumpsterand loading dock areas clean. Sweep alleys, and detergents oftenControl litter by sweeping - don't hose down trash fr parking lots or contain toxic substances. the area. Replace rinsing a storm drain. Read labels carefully and - leaky dumpsters Don't u, Wash greasy = store and dispose of these and keep lids or deter equipment only products properly. closed to keep out / you pre in designated } e rainwater. _ outdoor wash areas = REMEMBER: Don't throw areas, f which are toxic waste into the trash or surrc properly or into a storm drain. To ® , sidewal connected to report toxic spill call 911. o� the sewer system with an appropriate For information on oil/water separator. Also, avoid washing hazardous waste pick-up kitchen mats, garbage containers, and other call(909)358-5055. items in areas where wastewater is likely to flow into a storm drain. You it Use Water-Friendly the BA Grease and Oil . . . Y Howev( Watch Out For Spills . . . Handle and dispose of grease properly. Save Products . . . prob/en Use dry methods for spill cleanup.Don't hose used cooking grease and oil for recycling in Whenever possible, purchase water-based more of down outside spillstallow bins or sealed containers. Never pour cleaning products. Look for products U s e r a g s o r grease into a sink, floor drain, dumpster or labeled "non-toxic," Also, , absorbents such as storm drain. "non-petroleum based," Enviroi �I cat litter and then Watch out for, "ammonia-free," monitor ispose of in the and report to "phosphate-free," pollutio III garbage, or handle management, _ and "perfume-free," xr inspect, i as hazardous waste overflowing or"readily i7kutl� f Deparfr as appropriate. If grease biodegradable." may be necessary, mop the interceptors. - I Y r%0 _ o c sugges. z area with a minimum Call (909) 358-5172 ® x� prescrik amount of water. for disposal 1q� �"eY be offer information. p »— Pleas ONL Everyone contributes a little to the problem of stormwater pollution. Now it's time for all of us to become part of the solution! { Helpful 0116hone numbers and 910: ', � fQo fou(kk�ow(.r.r,iwT(e the_wc WATER AGENCY LIST in Riverside County i POOR ANN-] � Sao City of Banning (951)922-3130 Oa® City of Beaumont (951)769-8520 ��/��y a City of Blythe (760)922-6161 Mat you should know for.. City of Coachella (760)398-3502 {�r7rp Coachella Valley Water District (760)398-2651 - I�nI7��InrI��� I^=Ind �R} MMMM City rt Corona (951)736-2259 @100 � VLSLS�uU�lnl� Desert Censer,CSA#51 (760)227-3203 Eastern Municipal Water District (951)928-3777 The primary purpose of storm drains is to carry rain wate Elsinore Valley MWD (951)674-3146 flooding. Pollutants discharged to storm drains are convey Farm Mutual Water Company (951)244-4198 Soaps, degreasers, automotive fluids, litter and a host ( City of Hemet (951)765-3712 sidewalks, plazas, parking areas, vehicles and equipment r Idyllwild Water District (951)659-2143 (�OMe�]O�M� (C (�((�� pollution of rivers,lakes and streams. Jurupa Community Services District (951)360-8795 TUU IlU II IIU NJ luJ lull) Lake Hemet MWD (951)658-3241 Preventingpollution is the best wayto protect the environm( Lee Lake Water District (951)277-141a �p�C� 1pGiC�C� costly thaleaning up"after the fact." p t." March Air Force Base (951)656-7000 Mission Springs Water District (760)329-6448 I _�( ¢_��p ,p'-gyp-g- City of Palm Springs (760)323-8253 % I�IY��C�UG�r��d�C�W1A9�ir�� Rancho Caballero (951)780-9272 Rancho California Water District (951)296-6900 I �II�tY��IUW�IW0LL61���� . Ripley,CSA#62 (760)922-4951 11 YYE �UW �(f0 6Y tlUJJ I(� City of Riverside (951)351-6170 Rubidoux Community Services District (951)684-7580 A WATERSHED is an area of land that catches rain and s Silent Valley Club, Inc (951)649-4501 I stream, river, lake or groundwater. Watersheds come in all: Valley Sanitary District (760)347-2356 i ® and national boundaries,therefore many of our activities at I Western Municipal Water District (951)789-5000 watersheds. Yucaipa Valley Water District (909)797-5117 1 In accordance with state and federal law to protect our wa To report illegal dumping into storm drains or I RIVERSIDE have adopted ordinances for stormwater mangy clogged storm drains, please call: the discharge of wastes into the storm drain system or 1-800-506-2555 discharge of wash water from outdoor cleaning activities v rig R. M �{}rmd rtim grease,detergent,degreasers,trash,pet waste or other mat Online resources Include: VOW 25SPODS80(Mo C"9@Sh Ujaa@u ftMM: Riverside County Flood Control District outreach materials page: J Sidewalk, plaza or parking lot cleaning www.floodcontrol.co.riverside.ca.us J Vehicle washing or detailing California Storm Water Quality Association J Building exterior cleaning www.casaa.org or www.cabmt)handbooks.com ta J Waterproofing State Water Resources Control Board, Water Quality JEquipment cleaning or degreasing .-� www.swrcb.ca.aov/stormwtr/'ndex.html U.S. Environmental Protection Agency PLEASE NOTE: Check, with your Regional Water C www.eoa.aovtooutlp2homelproarams/busr)rao.htm government and water agencies on what the restrictions an OWN YOW710jYj Vogl ISO Mesa Roiaggins v ougamw 095@115mg MOUN5@8 MIMM MMSh maso CO NOT . . . dispose of water CO NOT . . . Dispose of leftover USING CLEANING AGENTS: OTHE containing soap or any other type of cleaning agents into the gutter. storm drain If you must use soap, use biodegradable/ WATT cleaning agent into a storm drain or water or sanitary sewer. phosphate-free cleaners.Although the use of SCREE body.This is a direct violation of state and/or nontoxic cleaning products is strongly local regulations. Because wash water from DO . . . understand that wash water encouraged, do understand that these A the cleaning parking areas may contain metallic (without soap) used to remove dust from a products can degrade water quality. The exteriF brake pad dust, oil and other automotive clean vehicle may be discharged to a street discharge of these products into the street, withoF fluids, litter, food wastes and other or drain. Wash water from sidewalk, plaza, gutters, storm drain system or waterways is areas materials, if should never be discharged to and building surface cleaning may o into a prohibited by local ordinances and the State receiv g g g y g a street,gutter or storm drain. street or storm drain IF ALL of the following Water Code. Avoid use of petroleum-based (solid: cleaning products. the gu conditions are met: shouk DO . . . dispose of small amounts of screei 1. The surface being washed is free of ; wash water from cleaning building residual oil, debris and other materials l shouk by using dry cleanup methods (i.e., DRAIN exteriors, sidewalks or plazas onto 0 0 landscaped or unpaved surfaces, provided you have the owner's permission and the sweeping, and cleaning any oil or COLLF p� � e chemical spills with rags or other discharge will not cause nuisance problems absorbent materials before using Q , O SE orflow into a street or storm drain. water). p� Q, an 2. Washing is done with water only, not O PIi CO . . . check with your sanitary sewer 9 Y. � � ' agency's policies and requirements with soap or other cleaning materials. n tei concerning wash water disposal. Wash 3. You have not used the water to remove 1 ©� O va va water from outdoor cleaning activities may paint from surfaces during cleaning. - ,4 '—J ar be acceptable for disposal to the sanitary sewer with specific permission. See the list CALL 1-800-506-2555 E uiP on the back of this flyer for phone numbers TO REPORT ILLEGAL POLLUTING P r of the sanitary sewer agencies in your area. drain OF STORM DRAINS When cleaning surfaces with a high-pressure and v; DO . . . Understand that mobile auto o washer or steam cleaning methods, vendc detailers should divert wash water to s s s additional precautions should be taken to catalo landscaped or dirt areas. Be aware that ; _ prevent the discharge of pollutants into the www.r soapy wash water may damage storm drain system. These two methods of 356-0 landscaping. Residual wash water may o. surface cleaning,as compared to the use of a Grain remain on paved surfaces to evaporate. low-pressure hose, can remove additional Clean Residues should be swept up and disposed or visit materials that can contaminate local 441-0 Of. www.floodcontrol.co.riverside.ca.us waterways. Amen 't nur auto «'eh Site Addresses_ T,,ke used motor oil,antifreeze,and other toxic solvents to collection centers. U.S. Fmironmental Protection Agency r Fix oil,radiator, and transmission leaks_-don't wu'w'.e a.cov Icave oil slicks to wash off in the rain. • �• Use biodegradable soap when washing cars. Limit L S.Fish&Wildlife Service _ water to reduce runoff. `°"'" fws.c^`'/ • • • I Cut down on automobile trips. Pollutants from engine exhausts contain toxic chemicals that may California Department of Fish&Game eventually end up in stormwatcr. ww%k.dla.ct.eov The California Environmental Rsources Evaluation System(CERES) .. . www.ceres.ca.euv We can protect our ,groundivater, Riverside County Transportation Department O rivers and lakes.. and enjoy pare, w.+ co.rivrrsiJc.eu.us/tran+/trans.him d (!cora water. Together we can. hake a difference! Phone Numbers/Addresses: -•1 �� � t� Environmental Health I �O _O 6TI (909)358-4529 For more information on the - Slornnvaler,(7eariwOter Mailing Address: Protection Program: 4065 County Circle Dr. call: Riverside,CA 92503 County of Riverside he Stornnrateel0eanwater Transportation Department Street Address: (909) 955-6880 Same as above UPro(ection Pr ,, o„rain will help control a serious problem. .. Transportation Department (909)955-6880 polluted storm nater. For information on disposal of Household Hazardous Waste Mailing Address: Our area doesn't receive a great deal of call: P.O.Box 1090 rain, but even a single storm can carry County of Riverside Riverside,CA 92502 oil, grease and other pollutants into our Department of Environmental Health (909)358-5172 Streel Address: stormwater. These untreated waters flow e 4030 Lemon Street, 8'”Floor directly to our rivers, lakes and Riverside,CA 92501 groundwater. These waters not only ` _ • ' support wildlife... they also serve as our • ' "� resources for swimming, fishing, boating and our drinkim, water. Are any FACTS. • • ssessnent7rroperties exempted from this ACTIONS• • Because federal law exempts agricultural Whatyou Can da What you should know properties from this program, assessments are not levied. Undeveloped/vacant Natural and man-made drainage systems capture parcels are also excluded from Everyone contributes a little to the problem. . but, by rainwater runoff. this assessment. working together, we can make a big difference. The problem is. . . they capture • How will the Pollutants as well. money be Your Home used? Use and dispose of household products carefully. • How is stormwater polluted? Funds will be Cleaning solutions and solvents often contain When pollutants such as motor oil, used to toxic elements. antifreeze, detergents, soil erosion, comply with trash and litter end up in a federal guidelines. storm drain system, they The guidelines require: • When using pollute drinking water. stormwater sampling, inspection of illegal waterbased Even rainwater flowing drainage, hazardous material management, paints, clean off rooftops and increased street sweeping and community brushes in a sink. property carries information/participation. A portion of the Don't pour pollution downstream, funds will also be used to protect against dean-up water into our water resources. down the stormwater pollution caused by construction and operation of public projects, which storm include roads, facilities and bridges in your drain. • Why has this program started now? Federal area, Dispose of oil-based products and solvents at a laws now require counties and cities to clean up hazardous waste collection site. stormwater runoff, so that stormwater is cleanwater only. • How can assessment fees be kept to a y� minimum? Recycle reusable materials. By doing your part to help keep stormwater • Who pays for this program? clean,you can minimize program costs. The federal government requires, but does not Your yard fund this program. As a result, many cities and Apply pesticides and fertilizers carefully. counties typically enact parcel assessments based • Use a broom—not a hose—to clean the sidewalk. on the size and type of property. Municipalities Do not over water your lawn and garden. Keep calculate appropriate fees for their area. water on your property. • Clean up animal waste and dispose of it in trash • When are assessment fees collected? cans. Assessments appear on annual property tax bills which are mailed in September. In some areas, property tax bills also reflect a separate stormwater runoff fee from the Riverside County Flood Control District. This is because local agencies (including Riverside County, cities, and the Flood Control District) must each take steps to protect stormwater flowing through their own storm drain systems. Water Quality Management Plan (WQMP) PM. 31454 Appendix E Soils Report August 2005/Feb. 2007 j 1 I FINAL REPORT OF TESTING AND i OBSERVATION SERVICES PERFORMED DURING SITE GRADING I ) BUTTERFIELD STATION PARCEL MAP NO. 31454 HIGHWAY 79 SOUTH TEMECULA, CALIFORNIA II { 1 LIk IM. RajI C ji PT GST' HIIAL �� I � ��T TSS PREPARED FOR VAIL ASSOCIATES 1 SAN DIEGO, CALIFORNIA II I I � ISI : ; I. I I JUNE 8, 2005 GEOCON INLAND EMPIRE, INC. _ Q Project No.T2137-12-03GEOTECHNICAL CONSULTANTS {� . • June 8, 2005 Vail Associates, Inc. 11650 Iberia Place, Suite 130 San Diego,California 92128 Attention: Mr. Jerry Swanger, Sr. Subject: BUTTERFIELD STATION PARCEL MAP NO. 31454 HIGHWAY 79 SOUTH TEMECULA, CALIFORNIA FINAL REPORT OF TESTING AND OBSERVATION SERVICES PERFORMED DURING SITE GRADING Gentlemen: In accordance with your request, we have prepared this final report of testing and observation services performed during the grading of the subject project. This report includes the three building pads and adjacent parking and driveway within the Butterfield Station project located next to the west • side of the Ralphs grocery store. The grading for the subject site began on May 10, 2005 and was completed on June 6, 2005. The scope of our services included the following: • Observing the grading operation, which consisted of excavating undocumented fill and undercutting the previously placed fill within the building pads a minimum depth of 3 feet below existing grade or finish grade(which ever was deeper). • Performing in-place density and moisture tests on fill soils placed and compacted at the site. The fill within the undercut building pads was compacted to at least 95 percent relative compaction and outside the building pads was compacted to at least 90 percent relative compaction. • Providing on-site geologic consultation services to document that grading was performed in substantial conformance with the recommendations of the project geotechnical report and city of Temecula specifications. • Performing laboratory tests to aid in evaluating the maximum dry density, optimum moisture, and direct shear. Laboratory tests were performed on samples of materials exposed at/or near finish grade to evaluate the expansion characteristics and water-soluble sulfate content. • Preparing an As-Built Geologic Map on a copy of the grading plan and plot the approximate location of the in-place density tests and note the site geologic conditions. The approximate elevation of the bottom of each cleanout has been plotted. Bottom elevations were roughly determined by our field technician with the use of a hand level (peep-sight). The nearest • 41571 Corning Place, Suite 101 m Murrieta, California 92562-7065 13 Telephone 19511 3042300 0 Fax 19511 304-2392 surveyor or grade checker stake was used as a point of reference; the project civil engineer's • surveyor did not directly shoot any bottom elevations during the remedial grading. • Preparing this final report of grading. Project No.T2137-12-03 -2. June 8,20055`�a V I GENERAL • The subject development is located just south of Highway 79 south with the east side bounded by the Ralphs grocery store, the south side is bounded by Wolf Store Road, and the west side is adjacent to an existing commercial site. The grading contractor for the project was F.J. Willert. Grading plans for the project were prepared by Megaland Engineers & Associates and are entitled Rough Grading Plans for Parcel Map No. 31454, PA03-0355, Temecula, California. Recommendations for the grading were provided in our reports entitled Geotechnical Investigation (for) Lots 47 &48, Tract 23172, Highway 79 South, Temecula, California, dated June 9, 2003, (Project No.20137-12-01); Supplemental Geotechnical Investigation for Vail Ranch Retail, Highway 79 South, Temecula, California, dated May 21, 2004 and Addendmn to Geotechnical Investigation (for) Butterfield Station, Highway 79 South, Temecula, California, dated March 15,2005. References to elevations and locations herein were based on surveyor's or grade checker's stakes in the field. Geocon does not provide surveying services and, therefore, has no opinion regarding the accuracy of the as-graded elevations or surface geometry. GRADING • The subject site was originally graded under the testing and observation of Geotechnical & Environmental Engineers, Inc. (GEE). GEE produced a report entitled Report of Rough Grading, Temecula Creek Channel Improvements and Disposal Areas, Tract 23172 (MDC Vail), 26861 (Presley Homes), Parcel Map 18993 (Land Grant) and 23063 (Park Site). After this initial grading, several large stock piles of undocumented fill were placed on the site. These materials were imported from nearby projects along Highway 79 South and these soils are very similar in lithology to the on- site soils. This latest phase of grading removed the stockpiles of undocumented fill. After the undocumented fill had been removed, the proposed building pads were undercut to a minimum depth of 3 feet below existing grade or proposed finish grade (which ever was deeper), these undercut cut excavations extended at least 5 feet outside the perimeter of the building pads. The fill placed within the building pad undercuts were compacted to a least 95 percent relative compaction. The areas outside the building pads were ripped moisture conditioned and recompacted to at least 90 percent and all fills placed outside the building pads were compacted to at least 90 percent relative compaction. During the grading operation, compaction procedures were observed and in-place density tests were performed to evaluate the relative compaction of the soils. The in-place density tests were performed in general conformance with ASTM Test Method D 2922-96 (nuclear). The results of the in-place • density tests are presented in Table 1. Copies of the grading plans were used to plot the approximate Project No.T2137-12-03 .3- June 8,2005 qO locations of in-place density tests, as well as, the as-graded geology, see Figure 1 (As-Built Geology • Map). In general, the in-place density test results indicate that the compacted fill soils placed during grading have a relative compaction of at least 95 percent (within the building pads)and 90 percent (outside the building pads) at the locations tested. Laboratory testing was performed on representative soil samples to evaluate moisture density relationships, optimum moisture content, maximum dry density (ASTM D 1557-02) and direct shear characteristics. Additionally, laboratory tests were performed on samples of soil exposed at or near finish grade to determine the expansion potential (ASTM D 4829-95) and the water-soluble sulfate content (California Test 417). The results of the laboratory testing are summarized in Tables II, 1II IV, and V. Slopes The maximum heights of the 511 slopes (no cut slopes exist) constructed for the subject site is approximately 5 feet. The slopes are considered to be stable and further discussion of slope stability is presented in the Conclusions and Recommendations section of this report. Slopes should be planted, drained and maintained to reduce erosion. Slope irrigation should be just enough to support the vegetation cover. Surface drainage should not be allowed to flow over the top of the slope. • Finish Grade Soil Conditions Observations and laboratory test results indicate that the prevailing soil conditions at finish grade of the subject lots have an Expansion Index of 21 to 25 and are classified as having a Low expansion potential as defined by 1997 Uniform Building Code (UBC) Table 18-I-B. Table IV presents a summary of the indicated Expansion Index of the prevailing subgrade soil conditions for each building pad. The finish-grade soil samples tested for expansion potential and were also subjected to soluble sulfate testing to evaluate the amount of water-soluble sulfate within the soil to determine the potential for sulfate exposure to normal Portland Cement concrete. Test results hidicated that sulfate exposure, as defined by UBC Table 19-A-4, is negligible (see Table N). It should be noted that the presence of water-soluble sulfates is not a visually discernable characteristic; therefore, other soil samples from the site could yield different concentrations. Additionally, over time, landscaping activities (e.g. fertilizers and other soil additives) may affect the concentration. • Project No.T2137-12-03 -4- lune 8,2005 9 l SOIL AND GEOLOGIC CONDITIONS • The soil and geologic conditions encountered during grading were found to be similar to those described in the project geotechnical report. The subject site is underlain with previously placed fill and compacted fill soils, which overlie deep alluvial soils to a depth in excess of 50 feet. • Project No.T2137.12-03 -5- lune 8,2005 CONCLUSIONS AND RECOMMENDATIONS is 1.0 General 1.1 Based on observations and test results, it is the opinion of Geocon that the grading, which is the subject of this report, has been performed in substantial conformance with the recommendations of the previously referenced project soils reports. Soil and geologic conditions encountered during grading that differ from those anticipated by the project soils report are not uncommon. Where such conditions required a significant modification to the recommendations of the project soils report,they have been described herein. 2.0 Future Grading 2.1 Any additional grading performed at the site should be accomplished in conjunction with our observation and compaction testing services. Geocon should review grading plans for any future grading prior to finalizing. Trench backfill in excess of 1-foot-thick should be compacted to 90 percent or more relative compaction. This office should be notified at least 48 (tours prior to commencing additional grading or backfill operations. 3.0 Seismic Design Criteria • 3.1 The following table summarizes seismic design parameters obtained from the 1997 Uniform Building Code (UBC) Table 16-J for Soil Profile Type So, which are applicable for the subject lots. The corresponding parameters listed in Table 3.1 should be used for seismic design. Values listed in Table 3.1 are for the Elsinore Fault (Temecula Segment), which is identified as a Type B fault located about 2.8 miles to the southwest of the site. TABLE 3.1 SEISMIC DESIGN PARAMETERS Parameter VALUE UBC Reference Seismic Zone Factor 0.40 Table 16-I Soil Profile Type SD Table 16-J Seismic Coefficient,C. 0.44 Table 16-Q Seismic Coefficient,C., 0.77 Table 16-R Near Source Factor,N, 1.0 Table 16-S Near Source Factor,N, 1.2 Table 16-T Seismic Source Type B Table 16-U • Project No.T2137-12-03 -6- June 8,2005 � 93 4.0 Foundations . 4.1 The proposed structures can be supported on shallow foundation systems bearing on properly compacted fill soils. Foundations for the structures may consist of either continuous strip footings and/or isolated spread footings, or post-tensioned foundations. Conventionally reinforced continuous footings should be at least 18 inches wide and extend at least 18 inches below lowest adjacent pad grade. Isolated spread footings should have a minimum width of 2 feet and should extend at least 24 inches below lowest adjacent pad grade. Footings should be dimensioned based on an allowable soil bearing pressure of 2,500 psf. The allowable bearing pressure value is for dead plus live loads and may be increased by one-third when considering transient loads due to wind or seismic forces. Steel reinforcement for continuous footings should consist of at least four No. 5 steel reinforcing bars placed horizontally in the footings, two near the top and two near the bottom. Steel reinforcement for the spread footings should be designed by the project structural engineer. 4.2 The minimum reinforcement recommended above is based on soil characteristics only (depth of alluvial soils) and is not intended to replace reinforcement required for structural considerations. • 4.3 As an alternate to a conventional foundation system, the proposed buildings may also be designed as post-tensioned systems. The following post-tensioned foundation recommendations are based upon the assumption that the soil conditions within 3 feet of finish pad subgrade will consist of granular low expansive soil (Expansion Index less than 50). The post-tensioned system may be designed for an allowable soil bearing pressure of 2,000 psf. The allowable bearing pressure value is for dead plus live loads and may be increased by one-third when considering transient loads due to wind or seismic forces. The recommended design parameters for the post-tensioned systems are presented on Table 4.1. • Project No.T2137-12-03 .7- June 8,2005 TABLE 4.1 • POST-TENSIONED FOUNDATION SYSTEM DESIGN PARAMETERS Post-Tensioning Institute(PTI)Design Parameters Value 1. Thomthwaite Index -20 2. Clay Type—Montmorillonite Yes 3. Clay Portion(Maximum) 30% 4. Depth to Constant Soil Suction 7.0 ft. 5. Soil Suction 3.6 ft. 6. Moisture Velocity 0.7 in./mo. 7. Edge Lift Moisture Variation Distance 2.6 ft. 8. Edge Lift 0.41 in. 9. Center Lift Moisture Variation Distance 5.3 ft. 10. Center Lift 2.12 in. 4.4 If post-tensioned foundation systems are used,they should be designed to resist the amount of edge lift indicated in Table 4.1. Our experience indicates that, unless reinforcing steel is placed at the bottom of the perimeter footings and interior stiffener beams, post-tensioned slabs are susceptible to excessive edge lift, regardless of the underlying soil conditions. • Current PTI design procedures primarily address the potential for center lift of slabs but, because of the placement of tine reinforcing tendons in the top of the slab, the resulting stress eccentricity after tensioning reduces the ability of the system to mitigate edge lift. As a minimum, we recommend at least one continuous No. 4 steel reinforcing bar at the bottom of the perimeter footings and stiffener beams. 4.5 Post-tensioned foundation system footings should have a minimum width of 12-inches and a minimum embedment depth of 12-inches measured from lowest adjacent grade. This depth applies to both exterior and interior footings. The concrete slabs should be at least 5- inches thick and underlain with at least 4-inches of clean sand or crushed rock. Those slabs expected to receive moisture sensitive floor coverings or used to store moisture sensitive materials should be underlain by a vapor barrier placed at the midpoint of the sand layer. 4.6 Fill slopes inclined at 3:1 (horizontal:vertical) or flatter, the bottom outside edge of building and wall footings should be at least 7 feet horizontally from the face of the slope, regardless of slope height. 4.7 The recommendations of this report are intended to reduce the potential for cracking of slabs due to expansive soils, differential settlement of deep fills or fills of varying • thicknesses. However, even with the incorporation of the recommendations presented Project No.T2137-12-03 -8- June 8,2005 (lT herein, foundations, stucco walls, and slabs-on-grade placed on such conditions may still • exhibit some cracking due to soil movement and/or shrinkage. The occurrence of concrete shrinkage cracks is independent of the supporting soil characteristics. Their occurrence may be reduced and/or controlled by limiting the slump of the concrete, proper concrete placement and curing, and by the placement of crack control joints at periodic intervals, in particular, where re-entry slab corners occur. 4.8 No special subgrade preparation is deemed necessary prior to placing concrete, however, the exposed foundation and slab subgrade soils should be sprinkled, as necessary, to maintain a moist soil condition as would be expected in any such concrete placement. However, where drying of subgrade soils has occurred, reconditioning of surficial soils will be required. This recommendation applies to foundations as well as exterior concrete flatwork. 5.0 Concrete Slabs-on-Grade 5.1 Building (interior) concrete slabs-on-grade should have a minimum thickness of 5 inches. Slabs-on-grade for conventional footings should be reinforced with No. 3 steel reinforcing bars spaced 18 inches on center in both horizontal directions and placed mid-height in the slab. The slabs should be underlain by at least 3 inches of clean sand and, where moisture • sensitive floor coverings are planned, or where slab moisture would be objectionable, a visqueen moisture barrier should be placed at the midpoint of the sand blanket. 5.2 Exterior slabs (not subject to traffic loads) should be at least 4 inches thick and reinforced with 6x6-6/6 welded wire mesh. The mesh should be positioned within the upper one-third of the slab. Proper mesh positioning is critical to future performance of the slabs. It has been our experience that the mesh must be physically pulled up into the slab after concrete placement. The contractor should take extra treasures to provide for proper mesh placement. 5.3 Concrete slabs should be provided with adequate construction joints and/or expansion joints to control unsightly shrinkage cracking. The spacing should be determined by the project structural engineer based upon the intended slab usage, thickness and reinforcement. The structural engineer should take into consideration criteria of the American Concrete Institute when establishing crack control spacing patterns. 5.4 The recommendations of this report are intended to reduce the potential for cracking of slabs due to differential settlement of alluvium and fills of varying thickness. However, • even with the incorporation of the recommendations presented herein, foundations, stucco Project No.T2137-12-03 .9- June 8,2005q I � walls and slabs-on-grade placed on such conditions may still exhibit some cracking. The • occurrence of concrete shrinkage cracks is independent of the supporting soil characteristics. Their occurrence may be reduced/controlled by limiting the slump of the concrete, proper concrete placement and curing, and by the placement of crack control joints at periodic intervals, in particular,where re-entrant slab corners occur. 6.0 Slope Stability 6.1 In general, fill slopes have inclinations of 2:1 (horizontal: vertical) or flatter, with a maximum height of approximately 5 feet for each. The fill slopes were either over-filled and cut back or were track-walked with a bulldozer during grading. Slopes should be planted, drained, and maintained to reduce erosion. Slope irrigation should be kept to a minimum to just support the vegetative cover. Surface drainage should not be allowed to flow over the top of the slope. It is our opinion, that the slopes within the subject site are stable with regard to both gross and surficial stability considerations. 7.0 Retaining Walls and Lateral Loads 7.1 Retaining walls not restrained at the top and having a level backfill surface should be designed for an active soil pressure equivalent to the pressure exerted by a fluid density • of 30 pounds per cubic foot (pcf). Where the backfill will be inclined at no steeper than 2:1 (h:v), an active soil pressure of 40 pcf is recommended. These soil pressures assume that the backfill materials within an area bounded by the wall and a 1:1 plane extending upward from the base of the wall possess an Expansion Index of less than 50. For those pads where backfill materials do not conform to the above criteria, Geocon should be consulted for additional recommendations. 7.2 Unrestrained walls are those that are allowed to rotate more than 0.001H at the top of the wall. Where walls are restrained from movement at the top, an additional uniform pressure of 7H psf (where H equals the height of the retaining wall portion of the wall in feet) should be added to the above active soil pressure. 7.3 All retaining walls should be provided with a drainage system adequate to prevent the buildup of hydrostatic forces and should be waterproofed as required by the project architect. The use of drainage openings through the base of the wall (weep holes, etc.) is not recommended where the seepage could be a nuisance or otherwise adversely impact the property adjacent to the base of the wall. The above recommendations assume a properly compacted granular (Expansion Index less than 50) backfill material with no hydrostatic • forces or imposed surcharge load. If conditions different than those described are Project No.T2137-12-03 - 10- June 8,2005 -- a z anticipated, or if specific drainage details are desired, Geocon should be contacted for • additional recommendations. 7.4 In general, wall foundations having a minimum depth and width of one foot may be designed for an allowable soil bearing pressure of 2,000 psf, provided the soil within 3 feet below the base of the wall has an Expansion Index of less than 50. The proximity of the foundation to the top of a slope steeper than 3:1 could impact the allowable soil bearing pressure. Therefore, Geocon should be consulted where such a condition is anticipated. 7.5 For resistance to lateral loads, an allowable passive earth pressure equivalent to a fluid density of 300 pcf is recommended for footings or shear keys poured neat against properly compacted granular fill soils or undisturbed natural soils. The allowable passive pressure assumes a horizontal surface extending at least 5 feet or three times the surface generating the passive pressure, whichever is greater. The upper 12 inches of material not protected by floor slabs or pavement should not be included in the design for lateral resistance. A friction coefficient of 0.4 may be used for resistance to sliding between soil and concrete. This friction coefficient may be combined with the allowable passive earth pressure when determining resistance to lateral loads. • 7.6 The recommendations presented above are generally applicable to the design of rigid concrete or masonry retaining walls having a maximum height of 8 feet. In the event that walls higher than 8 feet or other types of walls are planned, such as crib-type walls, Geocon should be consulted for additional recommendations. 8.0 Water Soluble Sulfate Exposure 8.1 Laboratory tests were performed on samples of soil present at finish grade to determine the water-soluble sulfate content. Results from the laboratory soluble sulfate tests are presented in Table IV and indicate that concrete structures exposed to soils at the locations tested have a negligible water soluble sulfate exposure, as defined by UBC Table 19-A-4. No special concrete design requirements are set forth in UBC for concrete due to a negligible amount of sulfate exposure. 8.2 Geocon does not practice in the field of corrosion engineering, therefore, if improvements that could be susceptible to corrosion are planned, it is recommended that further evaluation by a corrosion engineer be performed. • Project No.T2137-12-03 - I I - lune 8,2005 q l � 9.0 Slope Maintenance • 9.1 Slopes that are steeper than 3:1 (horizontal:vertical) may, under conditions that are both difficult to prevent and predict, be susceptible to near surface (surficial) slope instability. The instability is typically limited to the outer three feet of a portion of the slope and usually does not directly impact the improvements on the pad areas above or below the slope, The occurrence of surficial instability is more prevalent on fill slopes and is generally preceded by a period of heavy rainfall, excessive irrigation, or the migration of subsurface seepage. The disturbance and/or loosening of the surficial soils, as might result from root growth, soil expansion, or excavation for irrigation lines and slope planting, may also be a significant contributing factor to surficial instability. It is, therefore, recom- mended that, to the maximum extent practical: (a) disturbed/loosened surficial soils be either removed or properly recompacted, (b) irrigation systems be periodically inspected and maintained to eliminate leaks and excessive irrigation, and (c) surface drains on and adjacent to slopes be periodically maintained to preclude ponding or erosion. It should be noted that although the incorporation of the above recommendations should reduce the potential for surficial slope instability, it will not eliminate the possibility, and, therefore, it may be necessary to rebuild or repair a portion of the project's slopes its the future. 10.0 Drainage • 10.1 Adequate drainage provisions are imperative. Under no circumstances should water be allowed to pond adjacent to footings. The building pads should be properly finish graded after the buildings and other improvements are in place so that drainage water is directed away from foundations, pavements, concrete slabs, and slope tops to controlled drainage devices. • Project No.T2137-12-03 - 12- June 8, 2005 9� LIMITATIONS • The conclusions and recommendations contained herein apply only to our work with respect to grading, and represent conditions at the date of our final observation on June 6, 2005. Any subsequent grading should be done in conjunction with our observation and testing services. As used herein, the term "observation' implies only that we observed the progress of the work with which we agreed to be involved. Our services did not include the evaluation or identification of the potential presence of hazardous or corrosive materials. Our conclusions and opinions as to whether the work essentially complies with the job specifications are based on our observations, experience, and test results. Subsurface conditions, and the accuracy of tests used to measure such conditions, can vary greatly at any time. We make no warranty, expressed or implied, except that our services were performed in accordance with engineering principles generally accepted at this time and location. We will accept no responsibility for any subsequent changes made to the site by others, by the uncontrolled action of water, or by the failure of others to properly repair damages caused by the uncontrolled action of water. The findings and recommendations of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. If you have any questions regarding this report, or if we may be of further service, please contact the • undersigned at your convenience. Very truly yours, GEOCON INLAND EMPIRE, INC. 0NAL (a Q OFE ' y g� FO Quo P� R' RVdq�F2 Gar on � GARRY WELLS ussell CANNON ` U X N0.2042 r m R E 56468 a NO.2201 � GE 2042 EG 2201 CERTIFIED EYP.12131106 rn ENGINEERING N�A9T GEOLOGIST GWC:RRR:tg �OFCA1\FO (6) Addressee QaOFESS104, ,SELLS CqF2c� Z v ¢ o m K J No,C 056468 z A * Exp 6130105 sr CM4 �\P gTFOF CAL* • Project No.T2137-12-03 - 13- June 8,2005 (Vll TABLE SUMMARY OF FIELD DENSITY TEST RESULTS • Elev. Plus Field Field Field Req'd. or 3/4" Dry Moist. Rel. Rel. Depth Curve Rock Dens. Cont. Comp. Comp. Test No. Date Location (ft) No. (%) (pco (%) (%) (%) 1 05/10/05 Parcel 1097 2 0 115.7 13.0 92 90 2 05/10/05 Parcel 4 1099 2 0 113.0 12.9 90 90 3 05/10/05 Parcel 1100 2 0 114.8 9.6 92 90 4 05/10/05 Parcel 4 1100 2 0 113.6 10.1 91 90 5 05/11/05 Parcel3 1102 1 0 117.1 8.9 92 90 - .. . .... ........ _....__ ..... .._ _........._................__..................._.._......._..............-.._............_ _......._.._.. 6 05/11/05 Parcel 1103 1 0 116.0 8.8 91 90 7 05/11/05 Parcel 1097 2 0 114.7 10.1 92 90 8 05/11/05 Parcel 1098 2 0 113.8 10.3 91 -90 9 05/11/05 Parcel 5 1097 2 0 114.2 - 10.1 91 95 9A 05/11/05 Parcel 1097 2 0 118.5 10.0 95 95 ._. . *05111165 _ 1165 .... . ... ._. ..........._..............._....1100....._.._............-............._..... ..............-............... 10 OS/I I/OS Parcel 5 f 100 2 0 118.7 10.1 95 90 ST 11 05/11/05 Parcel 1101 2 0 119.7 11.3 96 90 12 05/12/05 Parcel 1098 2 0 114.6 12.8 92 90 ST 13 05/12/05 Parcel 1099 2 0 109.9 12.9 88 90 ST 13 A 05/12/05 Parcel 6 1099 2 0 114.4 12.8 91 90 _. ._.___ .__.. .... ..__......._.............._......._..................._................................... .... . 14 05/13/05 Parcel 6 1099 2 0 113.8 7.4 91 95 14A 05/13/05 Parcel 1099 2 0 122.8 10.0 98 95 15 05/13/05 Parcel 6 1099 2 0 116.8 8.5 93 95 15A 05/13/05 Parcel 1099 2 0 119.2 10.1 95 95 • 16 05/13/05 Parcel 1098 2 0 118.6 10.6 95 95 17 05/13/05 Parcel6 1100 I 0 121.6 9.0 95 95 , 18 05/13/05 Parcel 1100 1 0 117.6 9.6 92 90 19 05/13/05 Parcel 1099 2 0 116.1 10.3 93 95 19A 05/13/05 Parcel 1099 2 . 0 119.1 11.0 95 95 20 05/13/05 Parcel6 1099 2 0 113.8 12.1 91 95 . . _. __..... .. . .. . ............__._.....___........_......,......._..._............_......._...__....._.........- 20A 05/13/05 Parcel 1099 2 0 119.8 10.9 96 95 21 05/13/05 Parcel 1101 1 0 118.4 . 8.9 93 90 22 05/13/05 Parcel 1101 2 0 123.1 10.2 98 95 23 05/13/05 Parcel 1102 2 0 120.5 10.0 96 95 24 05/13/05 Parcel 1101 2 0 118.4 11.1 95 _ 95 . . . .. .__. ..._ __. .. . . .. .___ ... ..... .........._.._ ................ _ _.......... ............. ..... ........_.. 25 05/13/05 Parcel - 1100 2 0 119.6 10.8 96 95 ST 26 05/13/05 Parcel 1100 2 0 116.3 10.7 93 90 27 05/16/05 Parcel 1103 2 0 112.6 13.0 90 95 27A 05/16/05 Parcel 1103 2 0 119.4 10.9 95 95 28 05/16/05 Parcel 1103 2 0 110.7 12.8 88 95 28A 05/16/05 Parcel 1103 2 0 119.1 10.1 95 95 29 05/16/05 Parcel 1102 2 0 114.2 12.9 91 95 29A 05/16/05 Parcel 1102 2 0 118.7 11.1 95 95 30 05/16/05 Parcel 1102 2 0 111.2 12.5 89 95 30A 05/16/05 Parce16 1102 2 0 120.1 11.1 96 95 ST 31 05/16/05 Parcel 1102 2 0 113.4 11.9 91 90 32 05/16/05 Parcel 1098 2 0 114.6 10.2 92 95 32A 05/16/05 Parcel 1098 2 0 121.8 10.1 97 95 • 33 05/16/05 Parcel 1099 2 0 114.3 12.1 91 95 33 A 05/16/05 Parcel 6 1099 2 0 119.7 10.5 96 95 Project No.T2137-12-03 June 8,2005 to TABLE SUMMARY OF FIELD DENSITY TEST RESULTS • Elev. Plus Field Field Field Req'd. or 3/4" Dry Moist. Rel. Rel. Depth Curve Rock Dens. Cont. Comp. Comp. Test No. Date Location (ft) No. (%) (pcf) (%) K (%) 34 05/16/05 Parcel 1098 2 0 114.8 10.0 92 95 34A 05/16/05 Parcel 1098 2 0 118.3 10.1 95 95 35 .05/16/05 Parcel 1099 2 0 117.0 10.1 94 95 35A 05/16/05 Parcel 1099 2 0 118.9 10.2 95 95 ST 36 05/16/05 Parcel 1103 2 0 115.9 11.1 93 90 37 05/17/05 Parcel 1101 2 0 118.3 11.4 95 95 38 05/17/05 Parcel 1101 2 0 118.8 13.0 95 95 39 05/17/05 Parcel 1101 2 0 119.5 12.1 96 95 ST 40 05/17/05 Parcel 1100 2 0 116.5 10.8 93 90 41 05/17/05 Parcel 61102 2 0 119.7 11.1 96 95 .. ..__.Parcel_......... .... ................._...... ......._..._......_........_............................................ ..... . 42 05/17/05 6 - II01 2 0 120.0 10.6 96 95 43 05/17/05 Parcel 1102 2 0 119.2 11.6 95 95 44 05/17/05 Parcel 1102. 2 0 113.6 10.2 91 90 45 05/17/05 Parcel 1098 2 0 119.8 10.7 96 95 46 05/17/05 Parcel 1099 2 0 113.9 11.2 91 95 46A 05/17/05 Parcel 5 1099 2 0 l 19.1 11.0 95 95 47 05/18/05 Parcel 1101 2 0 113.8 14.5 91 95 47A -05/18/05 Parcel 1101 2 0 119.1 13.0 95 95 48 05/18/05 Parcel 1101 2 0 115.0 11.9 92 95 • 48A 05/18/05 Parcel 5 1101 2 0 121.8 10.1 97 95 49 05/18/05 Parcel 1101 2 0 118.0 101 94 95 49A 05/18/05 Parcel 1101 2 0 118.9 10.0 95 95 ST 50 05/18/05 Parcel 1101 2 0 115.4 11.5 92 - 90 51 05/18/05 Parcel 1101 2 0 117.7 11.4 94 90 52 05/18/05 Parcel 1102 1 0 121.0 11.1 95 95 .... .. . ._ _ _. . .__.._ . ... ..__...._ ......_......_..........................._-......._._..........._..._....... ._..._ ...... 53 05/18/05 Parcel 1102 2 0 119.6 11.4 96 95 54 05/19/05 Parcel 1097 2 0 119.8 10.1 96 95 55 05/19/05 Parcel 1098 2 '0 118.5 10.0 95 95 56 05/19/05 Parcel 1098 1 0 121.2 11.5 95 95 57 05/19/05 Parcel5 1100 1 0 121.8 10.1 95 95 .... _. . .. .____..._ . ..__.. ._.... ... .. .... ......................... . .................._......................... .......................... 58 05/19/05 Parcel 1100 2 0 118.9 10.0 95 95 59 05/19/05 Parcel 1100 2 0 120.2 10.2 96 95 60 05/19/05 Parcel 5 1102 2 0 119.1 10.1 95 95 61 05/19/05 Parcel 1102 1 0 122.1 8.9 95 95 62 05/19/05 Parcel 1102 1 0 121.2 9.5 95 95 .._ . ... ... _.. ._. ... . ._.... _...... ..... . .. .............___...._................_................._...._......_._....__._.... 63 05/20/05 Parcel 1 1102 1 0 122.8 10.5 96 95 64 05/20/05 Parcel l 1103 1 0 120.9 10.7 95 95 65 05/20/05 Parcel 1 1104 1 0 122.3 10.3 96 95 66 05/23/05 Parcel l 1104 1 0 121 A 10.0 95 95 FG 67 05/23/05 Parcel 1103 2 0 119.7 10.1 96 95 FG 68 05/23/05 Parcel 1103 2 0 118.6 10.0 95 95 FG 69 05/23/05 Parcel 1 1105 2 0 120.4 10.1 96 95 • 70 05/24/05 Parcel l 1105 1 0 122.3 8.9 96 95 71 05/24/05 Parcell 1106 1 0 121.8 8.8 95 95 FG 72 05/24/05 Parcell 1107 1 0 120.9 8.9 95 95 Project No.T2137-12-03 June 8,2005 IQ TABLE SUMMARY OF FIELD DENSITY TEST RESULTS • Elev. Plus Field Field Field Req'd. or 3/4" Dry Moist. Rel. Rel. Depth Curve Rock Dens. Cont. Comp. Camp. Test No. Date Location (0) No. (%) (pct) (%) (%) (%) FG 73 06/06/05 Parcel 5 1101 2 0 116.4 6.2 93 90 FG 74 06/06/05 Parcel 1099 1 0 125.3 6.7 98 90 FG 75 06/06/05 Parcel 6 1101 1 0 123.1 6.5 96 90 FG 76 06/06/05 Parcell 1106 1. 0 123.5 5.4 97 90 - FG 77 06/06/05 Parcell 1105 1 0 125.2 5.1 98 90 .. . . —. . .. . _._....... ..__...._............... .........._....._.................................................. . FG 78 06/06/05 Parcel 1103 1 0 122.5 5.3 96 90 FG 79 06/06/05 Parce13 1102 2 0 117.0 7.3 94 90 FG 80 06/06/05 Parcel 1104 2 0 117.9 7.5 94 90 • • Project No.T2137-12-03 - June 8,2005 10 TABLE EXPLANATION OF CODED TERMS • TEST SUFFIX A, B, C, . . . : Retest of previous density test failure, following moisture conditioning and/or recompaction. �T Fill in area of density test failure was removed and replaced with properly compacted fill soil. PREFIX CODE DESIGNATION FOR TEST NUMBERS FG - Finish Grade ST - Slope Test CURVE NO. Corresponds to curve numbers listed in the summary of laboratory maximum dry density and optimum moisture content test results table for selected fill soil samples encountered during testing and observation. ROCK CORRECTION For density tests with rock percentage greater than zero, laboratory maximum dry density and optimum moisture content were adjusted for rock content. For tests with rock content equal to zero, laboratory maximum dry density and optimum moisture content values are unadjusted. TYPE OF TEST SC: Sand Cone Test (ASTM D1556) NU: Nuclear Density Test (ASTM D2922) OT: Other • ELEVATION/DEPTH Test elevations/depths have been rounded to the nearest whole foot. • Project No.T2137-12-03 June 8,2005 TABLE II • SUMMARY OF LABORATORY MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT TEST RESULTS ASTM D 1557-02 Sample Maximum Dry Optimum Moisture Description Density (pcf) Content(%) No. 1 Dark brown, Silty fine to coarse SAND 127.9 8.8 2 Gray brown, Silty fine SAND 125.1 10.0 3 Gray brown, Silty fine to coarse SAND 132.0 8.1 with trace gravel 4 Brown, Silty fine to coarse SAND with 134.3 8.2 trace gravel 5 Brown, Silty fine to coarse SAND with 134.3 8.2 trace gravel TABLE B-III SUMMARY OF LABORATORY EXPANSION INDEX TEST RESULTS ASTM D4829-95 Sample Moisture Content Dry Density Expansion No, o o (pct) Index Classification • Before Test(/o) After Test(/°) EI-1 8.8 20.8 113.4 21 Low EI-2 9.8 25.2 113.2 25 Low El-3 1 11.0 22.2 108.9 1 25 1 Low TABLE IV SUMMARY OF DIRECT SHEAR TEST RESULTS Sample Dry Density Moisture Unit Cohesion Angle of Shear No. (pcf) Content(%) (psf) Resistance (degrees) 1 115.1 8.5 420 34 2 111.4 10.9 440 31 • Project No.T2137-12-03 June 8,2005 ' t lob TABLE V • SUMMARY OF LABORATORY WATER-SOLUBLE SULFATE TEST RESULTS CALIFORNIA TEST METHOD 417 Water-Soluble Sulfate Exposure Sample No. Content(percent) p EI-1 0.011 Negligible EI-2 0.023 Negligible EI-3 0.005 Negligible • • Project No.T2137-12-03 June 8,2005 106 Water Quality Management Plan (WQMP) PM. 31454 Appendix F Treatment Control BMP Sizing Calculations and Design Details August 2005/Feb. 2007 kz, /\x \x _J\ NINANN 13 13 cl 13 ol� w rzrs 0 0 PAD P.E.=01 P A R c 6 V PAD C FF.=03. CIA, I I P.E.=03.3 PAD E FF. =03.8 P.E. =03.3 FF. 03.8 U70 n W.M n n78 M 74�n I r- - I lt . . .......... 2—x PRVT CATCH B SIN EXISTING isT. 1� — — CURB & GUT &STING LF S S -Xi ............. J710REWAIN� ST/bR CFS ------ (PR VA 246.60, �zq - --- - - -1 -- -�—OA—Q ST91,T APPRO LIMfTS OF 100-YR ow F71 n, amigm MA?` bo, 4.0% O ny 3 -5 O 3 'KINGS 6 -12 VC--@0.5% I �-- �--�- c� � � � i� .� 1 PRIVATE -- --❑❑-- —� - - UND LIi, O 03.78FS i ! I I Ze -fi AT VALK Yi� L_ �I LI .9A �. F- I j __ —= 'I •i � i PAD C P. E. = 03.3 FF. = 03.8 w j I J Z ' I - - - -0 I s \-/ ----D3-Z8FS - -- __ - _. -- - g� � - 9 DPOSED LDING 96 , - 3 SH FLOOR —0. OJ —_ S� o� �FS ! l eo` o� 0 0, �_ _ ons O X1 .55% 00� cb GOOFS b� 3 oOQZ I 1 9)d % 0�1 _ - O i 2 Y � Y tn. .—Ty 99 P 19 co w 1 .30% i o o -71 - —D3:78fS �\C 00, ° S' O O O %% �O O�� •S T �' Oo x: .25 QWN O. h - --_ Og. GRASS LINED3 SEE SECTION WALE. 3 ' osv G WALE �0Dk5 20 CF --- , E�TING ' A , ` S EXISTING - WOLF S 90 CFS (EXISTING) �PR� - RE p-OAD- -- - - VATE STREET) r� ET) -- - Flow Based BMPs General Flow based BMPs are sized to treat flows up to the design flow rate, which will remove pollutants to the MEP. This handbook bases the design flow rate on a uniform rainfall intensity of 0.2 inches per hour, as recommended by the California BMP Handbook. The flow rate is also dependent on the type of soil and percentage of impervious area in the development. Uniform Intensity Approach The Uniform Intensity Approach is where the Design Rainfall Intensity, I is specified as: That Intensity is then plugged into the Rational Equation to find the BMP design flow rate (Q). QBMP = CIA Where A = Tributary Area to the BMP C = Runoff Coefficient, based upon a Rainfall Intensity = 0.2 '"/hr I = Design Rainfall intensity, 0.2 "Ar A step-by-step procedure for calculating the design flow rate is presented on Worksheet 2. Table 4 shows runoff coefficient values pertaining to the type of soils and percent imperviousness. 8 Table 4. Runoff Coefficients for an Intensity 0.2 in A,for Urban Soil Types* Impervious ous. --, XS-o- i -32z 1'0 RI =56 R a [-OK RI- 7" 0 (Natural) 0.06 0.14 0.23 0.28 5 0.10 0.18 0.26 0.31 10 0.14 0.22 0.29 0.34 15 0.19 0.26 0.33 0.37 20 (I-Acre) 0.23 0.30 0.36 0.40 25 0.27 0.33 0.39 0.43 30 0.31 0.37 0.43 0.47 35 0.35 0.41 0.46 0.50 40 (1/2-Acre) 0.40 0.45 0.50 0.53 45 0.44 0.48 0.53 0.56 50 (114-Acre) 0.48 0.52 0.56 0.��5 9 55 0.52 1 0.56 0.60 0.62 60 0.56 0.60 0.63 0.65 65 (Condominiums) 0.61 0.64 0.66 0.68 70 0.65 0.67 =0.700.71 75 (Mobilehomes) 0.69 0.71 0.73 0.74 80 (Apartments) 0.73 --0-.7-5 0.77 0.78 85 1 0.77 0.79 0.80 0.81 90 (Commercial) 0.82 0.82 0.83 0.84 95 1 0.86 0.86 0.87 0.87 100 0.90 0.90 0.90 0.90 'Complete District's standards can be found in the Riverside county Flood Control Hydrology Manuel 9 Worksheet 2 Design Procedure Form for Design Flow Uniform Intensity Design Flow Designer: -IC)EF- Company: �tntt� r✓taC�tt�tra5 Date: �22�b� Project: St t1 f�l2Ft1%t� �i�TlC�1 Location: Aat IKO W 11 11 1. Determine Impervious Percentage I�QSI 1� a a. Determine total tributary area A„t = Z , g acres (1) b. Determine Impervious% i = ©. 7i % (2) 2. Determine Runoff Coefficient Values Use Table 4 and impervious IN,found in step 1 a. A Soil Runoff Coefficient C. _ (3) b. B Soil Runoff Coefficient Cb = O.02 (4) • c. C-Soil Runoff Coefficient C. _ (5) d. D Soil Runoff Coefficient Cd = (6) 3. Determine the Area decimal fraction of each soil type in tributary area a. Area of A Soil / (1) = Ae = (7) b. Area of B Soil / (1) = Ab = I (6) c. Area of C Soil / (1) = & = (9) d. Area of D Soil / (1) = Ad = (1G 4. Determine Runoff Coefficient a. C =(3)x(7) + (4)x(8) + (5)x(9) + (6)x(10) = C = O. 82 01. 5. Determine BMP Design flow a. QBMP= CxlxA= (11)x0.2x (1) Q0� 4� BMP= a 12 10 Worksheet 2 • Design Procedure Form for Design Flow Uniform Intensity Design Flow Designer: -A 12�dE� Company: MabV � �tlt�t� Date: Project: IECTtottt� 5t3C1G1�1 Location: IkV511W1/��( `��f �C�+ ar l✓) W CX/F::7 tel= 1. Determine Impervious Percentage i vj c,I a. Determine total tributary area Arora = 2 , 4 acres (1) b. Determine Impervious% i = O• `L % (2) 2. Determine Runoff Coefficient Values Use Table 4 and impervious %found in step 1 a. A Soil Runoff Coefficient Ca = (3) b. B Soil Runoff Coefficient Cb = C).0,0, (4) c. C Soil Runoff Coefficient C� _ (5) d. D Soil Runoff Coefficient Cd = (6) 3. Determine the Area decimal fraction of each soil type in tributary area a. Area of A Soil / (1) = A® _ (7) b. Area of B Soil / (1) = Ah = I (8) c. Area of C Soil / (1) = A. _ (9) d. Area of D Soil / (1) = Ad = (16 4. Determine Runoff Coefficient a. C =(3)x(7) + (4)x(8) +(5)x(9) + (8)x(10) = C (11 5. Determine BMP Design flow a. QBMP=CxlxA= (11)x0.2x(1) QBMP= 3 12 10 IS Worksheet 2 • Design Procedure Form for Design Flow Uniform Intensity Design Flow Designer: -toE t2' Company: NttsV1rJ +✓tlN�X Date: Project: tttTt2�lTi1X� STI�TlGl�1 Location: {-�V-, 1. Determine Impervious Percentage I 1� G a. Determine total tributary area Aio1w = O. g 441 acres (1) b. Determine Impervious % i= O• Z % (2) 2. Determine Runoff Coefficient Values Use Table 4 and impervious %found in step 1 a. A Soil Runoff Coefficient Ca = (3) b. B Soil Runoff Coefficient Cy = O.B 2 (4) c. C'Soil Runoff Coefficient C. _ (5) d. D Soil Runoff Coefficient Cd = (6) 3. Determine the Area decimal fraction of each soil type in tributary area a. Area of A Soil / (1) = Aa = (7) b. Area of B Soil / (1) = Ab = I (a) c. Area of C Soil / (1) = & = (9) d. Area of D Soil / (1) = Ad = (16 4. Determine Runoff Coefficient a. C =(3)x(7) + (4)x(8) +(5)x(9) + (6)x(10) = C = O. 82 (11 5. Determine BMP Design flow W a• QBMP= CXIxA= (11)x0.2x(1) QBMP= s (12 • 10 Worksheet 9 • Design Procedure Form for Grassed Swale Designer: -lOE 5�e- (0 Com'" Company: �+ t Date: S O Project: l� t Location: uO ICY •7 1. Determine Design Flow , Q9MP = 4 cfs (Use Worksheet 2) �✓A8l N <<��� 2. Swale Geometry a. Swale bottom width (b) b = �- I ft b. Side slope (z) z = �— c. Flow direction slope (s) s = % 3. Design flow velocity (Manning n = 0.2) v„= fus 4. Depth of flow (D) D = O • 4 'Z ft • 5. Design Length (L) L= (7 min) x (flow velocity, fNsec) x 60 L = It 6. Vegetation (describe) 't ut2F (AtZA-.SS 8. Outflow Collection (check type used or rated Inlet describe °other') _Infiltration Trench Underdrain Other Notes: • 55 Worksheet 9 • Design Procedure Form for Grassed Swale Designer: Jot; Company: Date: a Project: 10AJlE t Location: to dY "7 1. Determine Design Flow , QBMP = 0, 39 cfs (Use Worksheet 2) 0,4s (ii n g" 2. Swale Geometry a. Swale bottom width (b) b = d- I ft b. Side slope (z) z = �— c. Flow direction slope (s) s =_ % 3. Design flow velocity (Manning n = 0.2) v,= d• I( ft/s 4. Depth of flow (D) D = O • Q 'z ft • 5. Design Length (L) L= (7 min) x(flow velocity, ft/sec) x 60 L = ft 6. Vegetation (describe) -(L{(ZF ClAtzk1515 8. Outflow Collection (check type used or ZGrated Inlet describe 'other ) v Infiltration Trench N/ Underdrain Other Notes: • 55 Worksheet 9 Design Procedure Form for Grassed Swale Designer: -305-; RC—'(>✓S - Company: ea Iµ Date: S Project: lE Location: to QY 1. Determine Design Flow , QBMP = 0114 cfs (Use Worksheet 2) BASIN yam„ 2. Swale Geometry I a. Swale bottom width (b) b = ¢ ft b. Side slope (z) z = —�— c. Flow direction slope (s) s =��_ % 3. Design flow velocity (Manning n = 0.2) v,= l ft/s 4. Depth of flow (D) D = o . 4ft • 5. Design Length (L) L= (7 min) x(flow velocity, ft/sec) x 60 L = " ' ft 6. Vegetation (describe) Tut2F Cal2/SSS 8. Outflow Collection (check type used or _✓,,,Grated Inlet describe 'other") -L-Infiltration Trench y/ Underdrain Other Notes: • 55 Gl = O.4-Z' C;i-2 I % h = 0 .20 33 < <Y Q ��h I �• le � A = 2 .2t fZz o. 33 t. tI�1A EZ Z/3 2 -7 (0413) (0.1) (0413) (0.1) V= 1�2 � Z�3 � �z o• 14 � �'"' G ' ep L �I 1.A LN X C• l l =FI1er;h�H1 A- * _ 4 3P07 I \ / S, CIVIL AAV 1C��b5f!5 r�TF OF CAI�F�P Ll Grassed Swales General--.— --- A Grass swale is a wide, shallow densely vegetated channel that treats stormwater runoff as it is slowly conveyed into a downstream system. These swales have very shallow slopes in order to allow maximum contact time with the vegetation. The depth of water of the design flow should be less than the height of the vegetation. Contact with vegetation improves water quality by plant uptake of pollutants, removal of sediment, and an increase in infiltration. Overall the effectiveness of a grass Swale is limited and it is recommended that they are used in combination with other BMPs. This BMP is not appropriate for industrial sites or locations where spills occur. Important factors to consider when using this BMP include: natural channelization should be avoided to maintain this BMP's effectiveness, large areas must be divided and treated with multiple swales, thick cover is required to function properly, impractical for steep topography, and not effective with high flow velocities. Grass Swale Design Criteria: • Design Parameter Unit Design Criteria Design Flow cfs QBMP Minimum bottom width ft 2 ft Maximum channel side H:V 3:1 slope Minimum slope in flow % 0.2 (provide underdrains for slopes < direction 0.5) t Maximum slope in flow % 2.0 (provide grade-control checks for direction slopes >2.0) f Maximum flow velocity ft/sec 1.0 based on Manning n = 0,20 Maximum depth of flow inches 3 to 5 1 inch below top ofgrass) Minimum contact time minutes 7 Minimum length ft Sufficient lentgth to provide minimum contact time Vegetation - Turf grass or approved a ual Grass height inches 1 4 to 6 mow to maintain height) 1 Ventura County's Technical Guidance Manual for Stormwater Quality Control Measures 2 City of Modesto's Guidance Manual for New Development Stormwater Quality control Measures 3 CA Stormwater BMP Handbook for New Development and Significant Redevelopment 4 Riverside County DAMP supplement A Attachment • 52 Grass Swale Design Procedure 1...Desmon Flow ----.__.__ -- -- - -- Use Worksheet 2 - Design Procedure Form for Design Flow Rate, QBMP• 2. Swale Geometry a. Determine bottom width of swale (must be at least 2 feet). b. Determine side slopes (must not be steeper than 3:1; flatter is preferred). c. Determine flow direction slope (must be between 0.2% and 2%; provide underdrains for slopes less than 0.5% and provide grade control checks for slopes greater than 2.0% 3. Flow Velocity Maximum flow velocity should not exceed 1.0 ft/sec based on a Mannings n = 0.20 4. Flow Depth Maximum depth of flow should not exceed 3 to 5 inches based on a Manning n = 0.20 5. Swale Length Provide length in the flow direction sufficient to yield a minimum contact time of 7 minutes. L = (7 min) x (flow velocity ft/s) x (60 sec/min) 6. Vegetation Provide irrigated perennial turf grass to yield full, dense cover. Mow to maintain height of to 6 inches. 7. Provide sufficient flow depth for flood event flows to avoid flooding of critical areas or structures. • 53 '�>�9'IG�rENTTQP�VYiDEMW1MllM��2NTAT"(,:;TIME CF7�1?;jff7,ES, ' :..�. s..all'?f?P:�`NERGY,r3�S;Sir�Aso�; (� fPoasr;oaEs>��° n6WEPExi ER FAFb e GGhiGENfRA�EO FCG11t$ S � 'V E' ,x w, N't�CM'�Af.ROt�JYiF"f� , �rr�aownsforFo�P:?�cr�: ' t�?+am©�svra nTRAPEZQI ALBRASS:SWALE.PLAN' NO7 TQ,$44 - •n ' GRA95fiE1GRt `; 6 TQ.S"x•;Dgg6FFOW k't,&O.F` �HEKsHrofGt�Ass :o »rl r AM1f,TU[iF �i �..--^A f'6t2KOFitti'[E6•ppl�k`.�:iNO�(iQjjt<IH; & jN 9}�¢p�yR5 AGGRFACM76 . IRE AW RSCOPES.4G.3:X}� 6(�STML-09 SkN4. £ : REDUJR)<4 f,OQSLOUFESftc.O'�5'�, �#� ,,$GittylMnyibYll., TRAFEOttAL GzFtAsS .StN1�t1;SEC,T�gN Figure 11: Grassed Swale Source: Ventura County Guidance Manual w 54 Water Quality Management Plan (WQMP) PM. 31454 Appendix G AGREEMENTS — CC&RS, COVENANT AND AGREEMENTS AND/OR OTHER MECHANISMS FOR ENSURING ONGOING OPERATION, MAINTENANCE, FUNDING AND TRANSFER OF REQUIREMENTS FOR THIS PROJECT-SPECIFIC WQMP August 2005/Feb. 2007 i N m W j � 191Ai CN b OTiI/OOZ iN to x ua 'la em s.nslsr, ms r Ina m 81 WOR ma r I I r U 1 1 i � O � 0 I I i - -' - - -- - -- - _ h _ _ h ---- - - '- D uwiypM 1 ! � 1j� ~�+r • t s s e L P e 01 m m I> 4 7 IN V {� 1 ! Y1t1301 JO AlIl � uyss d4L b` 58'1 9l Sl'�35 'lbnnoo u�aiauanl:a-a,xo�an[aoo uym !. i 10 - 0 4 b lalslas'!s iuul�iail nsil�o"°am>,m'u'"i!�iv wmrm sv.mslw �o jo go ;m �N 19 Im M m • • • 0. 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'l WE HERO,-TO THE 1RECIAA COIAIWIry SmAw, b'COMOSSOH EWIE%jil L)'I JDIV NRNEB W NAND: EMAR[S V31/2M V 0151RICT A 15 FOOT EASEMM FOR A PMWC IWJL OUR N PMCELS 3 ES P q SIGRN R Rn MNtI WP. ,rt WyaTT a/Q BE WC MEATS RLSERh TO WRSRKS WR S NAP b.ON O V EASY EN AHA lAan ELS 5 MH M POSIN IUP iIMEscw[ a x Snn DEf9O C.�^Iaa'i.n Aj�IYSSSJ M EASY ENT aE.FOR.. 5 Mo B sxDWII M A AN PIAuc TMA Muurlrt.FOR xR,MmL AND IAWSwL NurRExuNE[ NOTARYACKNOWLEDGEMENT CITU EN0INEER'S STATEMENT "A'S'S RW E - WE ALSO HENRY RESFMS M WRSELVES OM S.M. STAT[K CIIFW WAh.. - HEREBY VAN THAT THAs WP WNSISTWO OF TWO(2) OM SLf ft A PMCR MFRS mMl Illi FMML W.M CWMT O RNOSWE) sNCEIS PAf°RN RARITIES BY N[E TOPE NT MEMISWN MP FORA N aE 9.ASIM 'THE SANE AS'R MPOAED TRNAIE S AR N TE SHOWN mMW THIS REB PMCR.MM. pY THIS BAY cP-IMS TiMea:NL ON MC ROIAIM WP K PNLLTL THE W.S11N AS PLEA NN etl M FY WAR NCQE W ORM,OS:MCU PO NOE PJxY6 .pESpWy,APMARED FANO MPM1MtO BY M ENTRO E C PWRBW 6OZM N W WE N.b HENRY MSE.E TO OMSCEHA OM SOCCESS01a. PBEOM'L,MINN,M w(Ot F,mm 10 WE PM]-.ON OCrMm U.2001 EXPIRATION DATE BEND OC`MEP R,2.T W Al NEWBORNS K M TAE VM OM ASEAVEE MC PM[6 OMMAs PONT,Tli PASSE,NA^. K'M L95 K SOeACRM ETMK'D W BE TIE{FINNS Mal: NO CITY RE0,1EMa"WE&O COINIIEO WIM ARD RW I M EREMS OT-,,MS MANCE AND P.AOSM NC PARMA NINES ME SVBSLRIBN TO ME WRWN INSTRUMENT MO MT6NN MAT MS NM a McRfflcw l CARROT. PAKYL I THROUGH a NC211SNE FOR NCMSS.FORCES AND KRNTNIECCE N W TNT THEY REN 144E SME x THE TAX BOND CERTIFICATE dWNAOC PVNPoSEA VISMMMMMMEN ME PES.MA ORt BY mr1 °pNNR6,U,ON HE OF / WEN MEM ME PCOWNS,OR T2 EMTIIT uP01 BFNVE Ci IAS a TERMS,AR OO A A SENDRM WITH T sW K Tml TNF PrI6M6'KHN,O£CNN THC B61RIY(Af. HAS BE C EEBAIEF NU TSTA mM ME LA, O K s MTE4. TAM. 2e SOW l K TM c0urrtr K RNERSIM.cNUBRNv,mNmwxEo uPDx THE PAYMENT OF KE TAPES.STALE COUNTY. NUNWA_ ON WN40 J.ARMS.PGE W.10144 NY(TM"SSEH OARL WRM55 NT HWG IO'lL,MO KL SMCAL ASSESSMER COLLCCTN AS TOES, OESIONAM KTNO ORT WINTER WNCH Al THE TME K MING 0!MCIS AM NOH ME CWNTY PRY K iEWCIAA VM PROP[PTO.A C4BOMN L.PMMERSIM - RECOROE ME A LIEN MANT YA PROPERTY BN NOT YR '`PNAMM WE /Toas W"WOW,WO. y SAMESS PAYABLE MD SAID BOA HAS SEEN OAY APPROVED BY SND P:VM ASSOMIEA IK'A ENWMNN LOPPORIM.. K N RrGR(bwaf ''STAR A96 N AW NOW YA SMR BOARD OF MMOMTMS. ITS CENTRAL PARTNER M1NF.l. 9 2a_py CITY CLERKS STATEMENT CAVI TM RYO NVM RLVEN ME Cm MO a THE 0 OF TELENIw STATE K ( i 1 j F TAX COLLECTORS CERTIFICATE uuroMA.BY RS CITY ELM SWIM W.nM= C.U.E., 'ez / PM.NCQNIMIL L1MN 10 THE MWD K NF1N°Y PRIME M PMR1 NP MO A20a TN CIFL'M K O QTlLEC1oR SWEVL50R5 OMEKEDR WOC NOTION FOR NOW UTRRY PUA056 MV ]MME. "T LINT ACCORDING 10 TOC ENS Al 0!1444ARMS YyI1MR15. FSafM OFICE.q K HARE OAIC.M[RE MC W IIENB/dJNT ME b, J..,DA l._.A mTNN MRN x M.AS SHET,IRX[M RNRIµ PROPERTY SHOWN ON ME WIMN AAP FOR UNPNO TATE. WyMIY OLPUIY CDWANIY TONI ENMITY MFRER,M%E,,,SWO OFFER W COUNTY.NUIIKJP W L T."OR SPMTk MSESSNEMS OFOIGNN LEI M USryDrt FOR WBJC PML ONES MKRS S COLLECTED AS TOES. EXCEPT TAXES OR SPMA-MSESY[)OS BY:d D MCR.SECRETS Y/OUSUPM CKIECIED AS T.M.NOW A II FA BUT NOT T PAYABE WHICH MD E. MC ESIIWTN 70 BE s A . NYT ' 1 M1Eo,0., ,eAu �. MTM: I BA _ as PNM1 YCOONNf11,C0.NIY TAT CCLLCC M I ' W..PN,%C. BP lSAINI AWnJ..AP� CT K 1MM�/ OEPVEY SINCERE T' SEC 1°MS R]W,S.B.N. n., 1 ! ! ! O b ly m 0. n 'S30NVN10210 E)NIO-1109 210 NOISIAI08051tl001 HlIM AldW00 N b ION kVW S130NVd 'NM0HS VIVO 3H1 d0A0V21000V 3H1 8Od 03WOSSV SI X10491$ 1� H J.111113VI1 ON WINO SHSOdN0d 30N3213d321 bOd 0350 30 Ol00HS dVW SIHI n1t-ItAl' (It" C Nb] ] IN THE CITY OF TEMECULA,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA SHEET 2 OF 2 SHEETS M— V PARCEL MAP 31454 ME RAW 0' b � TIE BA'X M REAPNES IM MRS YM IC A RENMSI a ME MTERME Of SIAA H BEIHDARUBOM9EN CFEOTB Ii ANOM,VCLIIBIVE,CfTMCT Ip.]S1A.AB 91gNfN BY NAPCN iAEW NMWAr H,AS SNOW M 11.1 NO N Bg01t IGt PMFIRIM TtlKKgNMCF WPO,gEfAgD9 pP gNEg01DE WLHIy,gEATEOF L.WFOWIN ]3171 AS FILED IN YAP IREM]51,PADCS ] a IpuTEDINPINGp PAUM IIr-PP RCCgID5,WRME ca,MV,, n m TRANSPACIFIC CONSULTANTS OCTOBER,2099 D SE��woN PIPE,nuA. tllus fTAC A.C.C. DA.ANx08C,ALE 20457,IIIRESs OYNERMSE NOAO. (� T M TOINO 1'Nw PIM MK M/TA0 R.C.L T/ y51a{y`f 1W p W 1E0 290 p9 20457,PER TRACY NO,13172,Y03N/N-11, "ARLSS OTERMSE NDAa RI Q NARMEO YEN YgIWEN[VOIMO NOWINCL PER G (NN PEETI m67 ND.23112,w x51/4.-S; n IP rWND 1 IRM ARE ilu q./TAG A.GC. I1 I NMI-1W6 I IM I 7019.PON PARCEL NAP 2Wf.PWIM/11-M N a 1 ,p7 P, M1E55 01,RMA15E Now.. ~ >O AN. p1n a Al w711i u11i 111 .ED1M 1'LP..MM NIC 1S.751.AS SXDW M . pi117y n fuM-n I PMCEL m 267]I,PYR IN/7e-Ri.NAE[5 b l\ mm ETORD Nna5Yf 77y7.or. m 1)vRxuA1 wcMo AND uEAsm[O PER IRAOr 1A�v Aux[IN7a51t 7N-D» IPDYG Iq v 972 L HIGHWAY 79 SOUTH A �j xa 21172.uetsl/a.-oP. tv A ,f �1 ON YMIM Rcz vroW'SEr sN.0 0E IY/0iaul El_ . ./1.--._.__ __ jNSx` 0µm')__ ._ ._. _mss _ _ .._ tr_ _ _._ QLI�µWARTS 4q ENEARNE�AOON V fIMfY YYY 'F AMESNM7 1.M9 YM. Utl _ a T NNW /Col N)]YIt 9 W]7YDY 01101 y ON O \ �� -411 (/ TDS TRACT['JNTAMs 7.57 ALM;MOSS ro > Rn Y 1]� : -- (T I 7///7TNpU 1FS PESiNCrFD ALRSS D, �AM . g n r . k PARCEL 1 I PARCEL 2 ® ( I0 9 °:nnM I g l N I I.M - 0.75 AC. I I I yyyy n N 0.85 AC. 1 MAO. I E m ISy 211 ` 1I EASEMENT NOTES: O ,''1 PARCELS ',rll Ig \ Q A PlAw EASEMENT FOR 1M NIN IER SPEC'M NMPoSE 1.^J'AC. G PARCEL4 h% ARE Na T.ft*POSE;As SHOW M ME YAP IA MAC' 1.38 AC. I'.n:;:]. 4' S v:71.Ye 2e:/.1-SP•SCID PIR41C EASEMENT IS FM RRE ' . "SONNY AM MWESS AND rar1'AND YNNA mm I" ,•I ,^f 9 ',t••i;::' AN EASOICIIT FM ME IEAEMKRR SPCEIC wRROSE AND •'6 I L''L WVAirµIMPOSE&AS RECORDED WY 21 ISH AS NSIRWDNT RP6T 9R 'T5 NIJ1Y11'f 51A1( P •Y�a,E NO..2.2 VFgPoHASIDE A,REOMM Or RVNTv DEWAMp I. 2¢N' mm ? .. rM weLE MAWAq wWos[s aar. PARCELS I� PARCELS F AN EAAYENT POR PMW OTIME1 AND NCIXM4 PURPoSR QGR) ] AS NAIL AS"EM_•m CGREM AND EYERC[NC1 nHKS_ES F:3159 AC.(GR) IC NESS AC(NE k AS SNo1w M ME MAP a MACY 23172 YB 251/9-20. n rIm 1R eA rAvlExr N 1.W AC. N €1.34 AC.(NET) k LMAAR MMN MY'PPY.TE SMEETf M s TRACT. O 19 Iw rrs11 mm�aAD.>-n-n ( � �I I Ax EAQuuT IM TRE NEREMAs1EA WEWX P HAPOSE um N WKT407 OMENS. NSARESERKE SS 41 WA YlIN ro `1]lrjrAl R=!]7 NACRES SA OWNERS,S2CA,P. S,AS4011[ES KMIx LM T - TRACT.AS Mp'AN M TIE YAP M MAtt IWAI YB NENT A42, -NASl7Et 1� OT SAm CTSYMi 9 rM A ME rWr flOMWAT CASEMENT ANO TRIVAA 51REEIY MPAA SARr �.� AN CAA i 1l TIE F ENAr1E9 WEtlq H)APoS `. . (N705Y1e ...1 '1 2AY� A RM-E PIUSP E M EENT N DA NT ON'WA. VICINITY MAP Yw...-� A 4STR Lus'rc EASEMENT AND El'Y Ir WAR ON ME S Tu` (],q,J - Da'Ns1RUcnQV !ND MAx1ExANCE W rACAIn[s CM ME NOT 1E.... C.L WOLF STORE ROAD >!. "ER DmM�NMr Y.Y....11 I'll T RW.iloiii (MVAtt slgEp Ir Rq,C \ rAl ' Q COMES or XMRS"m cgMtt,CAUFITww EAp7ErN 6 AN IAAMµr/N x�yM VfNK Mt q[wNM R(.! y1NSr PARCEL2j NER,R�nu�lx�W _J� RNNVNIRnuONMENTA'.C.OnNrSrT..RNN N NOTE: PARCELS ENNRM EW.UE 01 CMSiN 91EET WLA INGCIT M140ME IS M SEY NIS!Y e Em N rN[orTCE E THE I[ME-5 WEEPS MDINECR IN M17]rllt �' ��'A L [CS 1Cpt��PACE1'TEy,_M6 MTFCR NL PARCELS :+WiwM a7M!:m v NOTE: PARCEL4 111M w i Aron.-z"N x74 S1Set DETAIL'A' DETAIL'S' MNNACE EASCIA NTS MAa M REPT MEE -- v IMUMOS ANY,OBSTRUCTOR. -'r7E­ fg A 9w; Y1 Recording Requested BY First American Title Inuutance Company RECORDING REQUESTED BY 4� AND WHEN RECORDED RETURN TO: MDC-MAIL PROPERTIES Mark II Propertied 947 � 9474 Kearny Villa Road � Suite 201 r San Diego, CA 92126 I R >A VAIL RANCH (Commercial) DEMARATION 2E L`OVE V7TUDF4 CONDITIONS RE9TRICfION9 AND EA9EMENTE C� ) } Covenants and restrictions, If any, based on.reee COW \�— religion, sex, handicap, familial status, or national origin are deleted unless and only to the extent that said cove- nanthe tU(nited States Code torr (b)rreelates tochand capr 42 Setion 360�but does not discriminate against handicapped persons. First Amodw Title Cnmpony hes recorded this Ins')=^3 1.1 lane^51 a; en nuam mods!::^• - . . ..r ,.,n.,.M.1!I lar togcAP:i:'.1 .�...i or as to its e{(ce, ❑pontha hila to eny real prcpeny that may ba described herein. Jill11 II I IlIIII I I IIII ILII 111 E07 p TABLE OF CONTE I I ARTICLE Page I RECITALS. . . . . ..... .. . .. . . . . ........ .... .. . . 1 II GENERAL PROVISIONS... .. .. . . . . ... ... . . .. . . . . 1 IIIAPPROVAL OF PLANS. .. . .. . . . . . . ... . . . . . .. . . . . 3 IV REGULATION OF IMPROVEMENTS. . . ... ... . . . . . . . . 7 V REGULATION OF OPERATIONS AND USES.. . .. . . . . . 9 VIGRANT OFEASEMENTS. . . .... . . . . . .. . .. . . . . . . . . it I VII ENFORCEMENT. . . .. . . . . . .. . . . . .. ... . . . . . . . . . . . 12 VIII TERM AND MODIFICATION. .. . . . .. ... . . . . .. . . . . . 14 IX ANNEXATION OF ADJACENT PROPERTY. . ... .. . . . . . 14 XOWNERS' ASSOCIATION. . .. . . . . . . ... . . . . .. . . . . . 15 XI MISCELLANEOUS PROVISIONS. . . .. ... . ... .. . . . . . 22 i r E' DECLARATION E E CONDITIONS RESTRICTIONS AND EASEMENTS VAIL RANCH PROPERTY OWNER'S AssocIATION This Declaration of Covenants, conditions, Servitudes, Restrictions and Easements ("Declaration") is made as of June 20, 1999 by MDC-Vail, a California joint venture ("Declarant") . ARTICLE I RECITALS L 01 Declarant in the fee owner of that certain real property ("Property") in the County of Riverside, State of California, and more fully described an Exhibit "A" attached hereto and made a part hereof by this reference. , 2.02 In order to establish a general plan for the improvement, development and use of the Property as a planned commercial development, Declarant wishes to establish certain covenants, conditions, servitudes, restrictions and easements (collectively aa "Restrictions") running with the land, notwithstanding any division 9 of the fee ownership of the Property which may hereafter occur. NOW, THEREFORE, Declarant hereby declares as follows: ARTICLE II GENERAL PROVISIONS 2.01 Establishment of Restrictions. Declarant hereby declares that the Property is now held, and shall hereafter be held, transferred, sold, leaned, conveyed and occupied subject to the Restrictions herein set forth, each and all of which is and are for, and shall inure to, the benefit of and pass with each and every portion of the Property and shall apply to and bind the heirs, assignees and successors in inter"ast of any Owner thereof. 02 Purpose of Restrictions, The purpose of these restrictions Se to ensure proper development and use of the Property, to protect the owner of each parcel, whether existing or to be created, agairst any improper development and use of surrounding parcels as might depreciate the value of such parcel, to prevent the erection on the Property of structures built of improper design or materials, to encourage the erection of 3/V0116-009/DECL.FIN 1 i attractive improvements at appropriate locations, to orevent haphazard and inharmonious improvements, to secure and maintain proper setbacks from streets and adequate free spaces between structures, to enhance and protect the value, desirability and attractiveness of all the Property, to protect historical resources located upon the Property, and in general to provide adequately for a high type and quality of improvement of the Property in accordance with a plan of development. 2.03 Definit+one. _ (a) "Desiom Guidelinea• shall mean the "Vail Ranch Design Guidelines, " as may be amended from time to time, dated _ 11-28-90 incorporated by the County of Riverside as a condition to approval of development of the Property. The Design Guidelines are incorporated herein, in their entirety, by reference. (b) "Access Easements- shall mean those areas of the Property, over which easements will be granted or reserved for purposes of ingreae and egress to and from any site. (c) "Maintenance Easements, shall mean those areas of the Property over which easements will be granted or reserved for purposes of maintenance of improvements located hereon. (d) "pgClgrant" shall mean the undersigned Declarant and all successors, assigns or designees who shall assume Declarant-s obligations, and to whom Declarant shall specifically assign in writing the right to enforce these Restrictions. (e) "Imnrovem " or •Structures+ shall mean and include buildings, outbuildings, interior space improvements, parking or loading areae, roadways or walkways, display or storage areas, fences, walls, poles, signs, hedges, mans or large plantings, and all other structures of any kind located above the ground level of any site, and any replacements, additions, repairs or alterations thereto of any kind whatsoever, whether interior or exterior. (f) "owner" shall mean each and every Owner of the Property or any portion thereof or interest therein during the term - of its ownership. (g) "Regulations" shall mean all present or future applicable laws, statutes, codes, ordinances, rules, regulations, limitations, restrictions, orders, judgments or other requirements .of any governmental authority having jurisdiction. (h) "gita- shall mean each separate legal parcel existing or to be created within the Property, except that two or more contiguous legal parcels under common ownership shall be 2 i deemed to be a single Site. (i) "Signs, shall mean all advertising, placards, signs, marquees, billboards, names, insignia, trademarks, numerals, addresses, and descriptive words or material of any kind affixed, inscribed, erected or maintained on the Property or on any Improvement thereon. (j) "Submittals• shall include all documents required to be submitted to Declarant for approval pursuant to Section. 3.01 below, (k) "Association' shall mean and refer to the Vail Ranch Property Owner's Association, a California non-profit mutual benefit corporation, the members of which shall be the owners of Sites upon the Property. ARTICLE III APPROVAL OF PLANS 3.01 Plan Review. No Improvement of any nature whatsoever (including but not limited to any alteration or addition toany Improvements existing from time to time) shall be constructed, placed, or assembled or maintained on any Site until the Submittals required by this Section 3.01 shall have been approved in writing by the Association and, with respect to historical resources only, the Parke Director of the county of Riverside ("Parks Director,). Separate and progressive Submittals regarding Improvements shall be made by owner for approval as follows! (a) Two (2) sets of basic conceptual drawings shall be submitted to the Association; (b) Two (2) Bete of schematic plans and preliminary specifications, consistent with drawings previously approved by the Association, including at least grading plane, exterior elevations and site plana showing in reasonable detail the proposed type of use, size, land coverage, groes floor area for each proposed lessee or user, and the shape, height, location, material, color scheme and elevation of each proposed Improvement, all ingress and egress to public streets or roads, and all landscaping, parking, exterior lighting and signs, shall be submitted for each stage of, or for total, Site development, as the case may be; (c) Two (2) sets of final working drawings and specifications, based on approved basic design concepts and schematic plane and preliminary specifications, including at least color and material palette and signage, each only as permitted by the Design Ouidelinea, shall be submitted before commencement of any Improvements and for each stage of, or for total, Site development,- as the case may be; and 3 III III I HE 111111 (d) Plans and specifications shall be submitted for any and all tenant improvements, modifications, alterations and additions which will affect the appearance of the exterior of any Improvement on a Site. Each Submittal, in order to receive proper and timely I consideration, shall contain a legal description of the Site as well as the information specified in the plan submittal guidelines as may be provided by the Association from time to time. Partial Submittals may be made and approved, but in no event shall - construction or assembly of any Improvement proceed beyond the scope of the approval received. All plans and specifications to be submitted to the Association hereunder shall be prepared by an architect and/or engineer, licensed to practice in the State of California, and shall be submitted in writing over the signature of the Ownor or an agent duly authorized by the Owner in writing. 3.02 approvals. Provided that Submittals are in conformity • with these Restrictions and the Design Guidelines, the Association shall not unreasonably withhold its approval of any such Submittal. Notwithstanding anything herein to the contrary, no Improvements shall be constructed upon those portions of the Property ("Historical Resource Area") described on Exhibit "e" attached hereto and incorporated herein by reference until the exterior designs of such Improvements have been approved in writing by the Parke Director as provided in Section 3.03. 3 .03 l3asie of Approval, without limiting the generality of the foregoing, the Association may disapprove any Submittals which are not in harmony or conformity with other existing or proposed Improvements on or in the vicinity of the Site within the Property, or with any Restrictions contained in this Declaration (including but net limited to the use restrictions set forth in Article VI -below) , or with any regulations of the County of Riverside, or with - the Design Guidelines, or with the Association's master utility, circulation or general aesthetic or architectural plane and criteria for the Site and the Property, including, but not limited to, such matters as adequacy of Site and Improvement dimensions or external structural appearance, relation of topography, drainage, grade and elevation of the Site being improved with neighboring Sites and nearby streets, and the effect of location and use of Improvements on neighboring Sites, Improvements, or operations. The Parke Director's review shall be limited to the Historical Resource Area Only and the effect of any Improvements upon local and regional architectural traditions and effect upon historical resources, The Parke Director shall consider contemporary designs satisfactory if the design is compatible with the size, color, material and character of the Property and its environment. 4 4 p4 Prior Notice f Construction Starts, Owner shall give the Association at least seventy-two (72) hours prior written notice of the commencement of any work of Improvement. 3305 Certificates of Compliance, (a) Prior to commencement of any such work of Improvement, Owner shall, upon the Association's request, supply the Association with a certification by a duly licensed civil engineer or land surveyor verifying that the proposed Improvements will be located on the correct parcel of land and in accordance with the submittals previously approved by the Association. (b) Upon completion of any such Improvements, owner shall, upon the Association's request, supply the Association with a certification by a duly licensed or registered architect (including the landscape architect in the case of Improvements consisting of landscaping) that the Improvements as designed by such architect have been completed in accordance with the final working drawings and specifications previously approved by the • Association pursuant to section 3.01(c) above. - 3.05 presumption of Compliance. Notwithstanding anything to the contrary herein contained, after the expiration of one (1) year from either (a) the date of issuance of a certificate of occupancy by the applicable municipal or other governmental authority for any Improvement, or (b) the date of recording a valid Notice of Completion with respect to such Improvement, that Improvement shall, in favor of purchasers and encumbrancers in good faith and for value, be deemed to be in compliance with all provisions of this Article III, unless either (1) actual notice of such noncompliance or noncompletion, executed by the Association, shall have been delivered to owner and, if permitted, shall appear of record in the office of the County Recorder of Riverside County, California, or unless (11) legal proceedings shall have been instituted to enforce compliance or completion. 3 .07 Identical Replacements. Notwithstanding the foregoing, any Improvement on the Site for which Submittals were previously approved by the .Association as provided above may be repaired, replaced, or reconstructed without further consent by the Association, but only if such repair, replacement, or reconstruction is substantially identical to the improvement previously so approved. JM Exculpation, the Association shall not be liable in damages to anyone making Submittals as provided herein, or to any owner, licensee or other person subject to or affected by these Restrictions, on account of (i) the Association's approval or disapproval of any Submittal, whether or not defective; (ii) any construction, performance or nonperformance by an owner of any work on the Site or Improvements, whether or not pursuant to approved S • i � ` 4 1� p i submittals; (iii) any mistake in judgment, negligence, action or omission in exercising the Association's rights, powers and responsibilities hereunder; and (iv) the enforcement or failure to enforce any of these Restrictions. Every person who makes Submittals to the Association for approval agrees by reason of such Submittal, and every Owner of a site, Improvements or any portion thereof agrees by acquiring title thereto or an interest. therein, not to bring any suit or action,againat the Association seeking to recover any such damages. The Association's approval of any Submittal shall not constitute the assumption of any responsibility by, or impose any liability upon, the Association or its representatives as to the accuracy, efficacy or sufficiency thereof. A�U Architactur 1 Reviey FPP. An architectural review fee of Ftve7va�rt o (g 500100 ) shall be paid to the Association at or before the time preliminary plans and specifications, prepared by a duly licensed architect and/or engineer, are submitted for approval. In addition, each Owner submitting plane and specifications for approval shall reimburse to the Association the Association's actual cost of review of such plane and specifications by an engineer selected by the Association with respect to drainage from such Owner's Site. She review fee provided for in this Section 3.09 may be increased from time to time to such reasonable amounts as the Association shall determine in its sole discretion. 3._10 Commencement of Construction• Expiration of Approvals. Except as may be specifically required in any other document recorded by the Association, each Owner shall have a period of one (1) year from the date of Association approval of any Improvement to owner's site pursuant to section 3 .01 above within which to commence construction of such Improvement in accordance with the approved documents. If owner fails to.commence construction within such time period, any previous approvals given by the Association for such Improvement shall be invalid, and Owner shall make entirely new Submittals to the Association pursuant to Section 3.01 above rior to commencing construction of ouch Improvement. If owner fails to commence construction on the work covered by such Submittal in accordance with the approved document or documents within such time period, Owner shall make an entirelyr,ew Submittal to the Association pursuant to section 3.01 above prior to commencement of said work. 3.11 No Transfer of Plan Approvals. The approvals given by the Association pursuant to Section 3.01 above shall be personal to the owner originally receiving such approvals, and shall not be assigned or transferred by such owner without the prior written consent of the Association in its sole discretion. Any subsequent owner of a Site as to which a previous owner has obtair.ed plan approval from the Association pursuant to Section 3:01 above shall, unless the Association gives written consent in its sole discretion • 6 I (2q as described above, make entirely new Submittals to the Association prior to commencement of construction of Improvements on the Site with the same effect as though no prior approvals had been received from the Association for such Improvements. ARTICLE IV REGULATION OF IMPROVEMENTS _ 4.01 romnlianof ce with Design Guidelines. Each Owner shall comply with sll the provisions of the Design Guidelines, as they may be amended from time to time. +.az Completion of -Structure. After commencement of construction of any Improvement, the same shall be diligently prosecuted to completion, to the end that no such Improvement shall remain in a partly finished condition any longer than reasonably necessary for completion thereof. _ • 6.s3 minim m Suildina Setback Lines. All building setbacks along public streets shall conform to the requirements of the County of Riverside's zoning ordinances, as they exist from time to time. At all .other locations, building setbacks shall conform to the requirements set forth in the Design Guidelines, as they may be amended from time to time. 4.04 F-^ vation and Underground Utilities. No excavation i shall be made except in connection with construction of an Improvement and, upon completion thereof exposed openings shall be backfilled and disturbed ground shall be graded, leveled, and restored to its original condition. All telephone, electrical and other utility lines shall be installed underground, except that transformer or terminal equipment related thereto may be installed above ground if screened from view of adjacent streets or properties. No Owner shall enter into any contract or agreement with any city, county or other governmental agency or body �r public utility with reference to newer linen or connections, water linea or connections, or street improvements (including but not limited to curbs, gutters, parkways, street lighting or other utility connections, lines or easements) relating to the Property or any Site without the prior written consent of the Association, in its sole discretion. 4.05 Landscaoina. Every Site improved with a building or other substantial structure shall be fully landscaped as approved .by the Association in conformity with the Design Guidelines prior to occupancy or completion of such structure, whichever occurs first. i 4 .06 Drainage. No water shall be drained or discharged from any Site or Improvements thereon, and no Owner shall interfere with the drainage established as of the date of these Restrictions, in 7 • L � or over the remainder of the Property or any other property adjacent to ouch site, except in accordance with plans therefor approved by all public agencies having jurisdictions provided, that no water shall be drained or discharged at any time onto or diverted from any adjacent lands owned by the Association. 4..0_7 sfane. All Signe shall be subject to the written approval of the Association in its Sole discretion and shall conform to the Association's then applicable sign Program for Vail Ranch as approved by the County of Riverside and to all governmental requirements then in effect, including the provisions of the County of Riverside's zoning ordinance. Requests for approval of proposed signs shall be made by Owner in accordance with Article III above. 4.08 Parkins Areae. Adequate off-street parking shall be provided to accommodate all parking needs for employees and visitors on. the Site. The intent of this provision is to eliminate or the need for on-street parking. If parking requirements • increase as a result of a change in use or number of employees, additional off-street parking shall be provided to satisfy the intent of this section 4.09. 4.09 Maintenance and Repairs. (a) Each Site and all Improvements thereon shall at all times be constructed, kept and maintained in first-class condition, repair and appearance similar to that maintained by other owners of high-class properties of similar class and construction i.i Riverside County, ordinary wear and tear excepted. All repairs, alterations, replacements or additions to Improvements shall be at least equal to the original work in class and quality. The necessity and adequacy of such repairsshall be measured by the same standards as set forth above for the original construction and maintenance. I at all times for determining bta hat s 1 ch own provements and ter shall be he planes and specifications ' therefor shall conform and comply in all respects with these Restrictions, the Design Guidelines, all other restrictions of record, all applicable governmental regulations, and all exterior architectural design, location and color specifications contained therein. The Association may adopt and maintain such standards of Property apace maintenance, appearance and housekeeping as shall be reasonable and customary for similar operations or enterprises and shall enforce compliance with such standards by all Owners, tenants, occupants or users of space. 4.10 Erosion Contro . Without limiting the generality of all Other maintenance obligations contained in this Declaration, each Owner shall be responsible for compliance with all applicable governmental requirements respecting (a) the prevedtion of erodion 8 i of its Site(s) ; (b) the runoff of silt, debris or sedimentation from any such Site onto adjacent streets, gutters, sidewalks, rights of way, storm drain systems or other properties; (c) the removal of any such runoff, erosion or sedimentation; and (d) the repair of any damage tosuch Site(s) or adjacent properties caused by such runoff, erosion or sedimentation. Failure by an owner to comply with any of the foregoing obligations may subject such owner to certain governmental sanctions or remedies. In addition, upon any such failure which has not been cured within ten (10) days (or such shorter period as may be reasonably necessary due to emergency or other conditions then in effect) after notice from the Association (or if any such failure is not reasonably susceptible of cure within such ten (10) day period, then if Owner has not commenced promptly within such period and thereafter diligently continued to prosecute such cure to completion) , then the Association, in addition to any other remedies it may have, and in its sole discretion, but without any obligation to do so, and with appropriate concurrence from the County of Riverside, may provide substitute performance of any such obligations at such owner's • expense. In such event, the Association shall be entitled to reimbursement by such Owner of all of the Association's costs or expenses connected therewith, plus fifteen percent (15t) thereof as an administration fee for the Association'¢ services with respect thereto. 4.11 Removal of Liens, No Owner shall permit any mechanical or materialmen'e, or other similar liens, to be created or maintained against the Site upon which labor or material has been Performed or furnished in connection with the construction of any Improvement. Owner may bond and contest the validity of any such lien, but upon determination of the validity and amount thereof, Owner shall immediately pay any judgment rendered, with all proper costs and chargee, and shall cause t)ie lien to be released at owner's sole expense. ARTICLE V j REGULATION OF OPERATIONS ANO USES S�U Permitted Paso. The permitted uses of the Property, and - of Sites created from portions thereof, are set .forth within the Design Guidelines subject to all other provisions of this Declaration- and except as may be further limited in any sales agreement, Declaration of Special Restrictions or similar instrument executed by or between theAssociation and any particular owner. IM Prohibited Qoeraticns and tines. No use or operation will be made, conducted or permitted on or with respect to all or any part of any Site or Improvemant which is inviolationof any applicable governmental requirement or is .obnoxious to or out of harmony with the development or operation of the business conducted 9 • � 3� . I the on any of1ho.Proeror among other the land u es fhe or goperationsinwhichf are Property. prohibited because Of their detrimental effect upon the genera appearance of Sites within the Property, other commercial propeand rty hborhoods in the vicinity of the property, residential neigand their conflict with the reasonable standards of appearance maintnance whicheproduce orerations �are aired ccompanied by they the followingcharactare uses or eristics, which list is not intended to be all-inclusive, (a) Any public or private nuisance; (b) Any vibration, noise, mound or disturbance that in objectionable due to intermittence, beat, frequency, shrillness or loudneess (c) Any lighting which is not shielded and confined within site boundaries; (d) Any electro-mechanical or electro-magnetic disturbance or radiations (e) Any air or water pollution; (f) Any emission of odorous, noxious, caustic, or corrosive matter, whether toxic or non-toxic, gags (g) Any litter, dust, dirt or fly ash in excessive quantities (h) Any unusual firing, explosion or other damaging or dangerous hazard, including the storage, display, or sale of explosives or fireworkas (i) Any mobile home or trailer court, service station, labor raising,renderinga,rsto age, slauJunk yd, stock ghter,i oradisposi ion otion Of f any kindor , (1) Any drilling forexcavation,hhydrocarbon siubstance, wateror , geothermal earth steam, fin oil, g Y geothermal steam, and any other subsurface substances any tuin whatsoever, except as part of normal grading operations connection with construction of approved Improvements. (k) Any, dumping, disposal, incineration, or reduction of garbage or refuse of any nature whatsoever, other on thepremises reducing any such waste matter if actually produced from authorized uses and if handled in a reasonably clean and sanitary manner. (1) Any regular auction sale, or other auction house operation. 10 X33 (m) Any commercial excavation of building or construction materials. (n) Any smelting of iron, tin, zinc, or other ores. 5,03 Other Operations and Thea. (a) operations and uses which are neither specifically prohibited nor specifically authorized by the Design Guidelines are hereby prohibited, but may be permitted in a specific case if operational plans and specifications are submitted to and approved by the Association in writing, in its sole discretion. Approval or disapproval of such operational plane and specifications shall be based upon the effect of such operations or uses on other property subject to these Restrictions or upon the occupants thereof as determined by the Association in its sole discretion. If the Association fails either to approve or to disapprove such operational plane and specifications within sixty (60) days after the same have been submitted to it, it shall be conclusively deemed that the Association has disapproved said plana and specifications. (b) Neither the Association, nor its successors or assigns, shall be liable in damages to anyone submitting operational plana and specifications to them for approval, or to any Owner of property affected by this Declaration, by reason of mistake in judgment, negligence, or nonfeasance arising out of or in connection with the approval or disapproval or failure to ' approveany such operational plana and apecifications. Every person who submits operational plana and specifications to the Association for approval agrees, by submission of much plane and specifications, and every owner of any of said Property agrees, by acquiring title thereto or an interest therein, that he will not bring any action or suit against the Association to recover any such damages. ARTICLE VI i BRANT OF EASEMENTS I' 6.01 Access Easements. The Declarant grants to the Association and its successore and assigns, together with the right to grant and transfer all or a portion of the same, nonexcluaive access easements on, over, under and across the portion of each Site reasonably necessary to provide ingress, egreea and access to other Sites and for the maintenance of any roadways providing such access thereon constructed. 6.02 Maintenance -Easements. The Declarant grants to the Association and its successors and assigns, together with the right to grant and transfer all or a portion of the same, nonexclusive easements for the maintenance of landocsping and parking areae upon1 each Sita, 11 • 6,,._03 utility Easements. The Declarant grant& to the Association and its successors and assigns, together with the right to grant and transfer all or a portion of the same, nonexclusive easements reasonably necessary to provide sewer, water, gas, electrical, and any other public or private utility service to each Site and to each portion of the Property. 6.04 obstructions. Except for installation and/or maintenance of driveways and other Improvements permitted or required by the Design Guidelines and approved by the Association, no owner shall j alter or obstruct the Access Easements in any way without the express written approval of the Association, in its sole discretion. In addition to any other remedies it may have, the Association may, after giving 24 hours notice to an owner who violates this provision, enjoin, remove or abate any such obstruction or alteration of the Easement Areae. In such event, the Association shall be entitled to reimbursement from such Owner of all of the Association's costa or expenses associated therewith, plus fifteen percent (I5k) thereof as an administrative fee for the Association's services with respect thereto. ARTICLE VIZ FNFORCEMENT 7.01 Inspection Rights. The Association or its authorized representatives may, from time to time, atanyreasonable hour, enter upon and inspect the Property, any Site or any portion thereof or Improvements thereon, toascertain compliance with any of restrictions contained herein, but without obligation to do so or liability therefor. 7.02 jlr�f au It and Remedies In the event of any breach, default, noncompliance, violation or failure to perform or satisfy _ any of the Restrictions contained herein (collectively "Breach") which has not been cured within thirty (30) days after written notice from the Association to do so (or if any such breach is not reasonably susceptible of cure within such thirty (30) day period, then if owner has not commenced promptly within the thirty (30) day period and thereaftnr diligently continued to prosecute such cure to completion) , then the Association, in its sole discretion, may enforce any one or more of the following remedies or any other rights or remedies to which the Association may be entitled by Saw or equity, whether or not net forth herein. To the maximum extent permitted by law, all remedies provided herein or by law or equity shall be cumulative and not mutually exclusive. (a) Damages. The Association may bring a suit for damages for any compensable breach of any of the restrictions i - contained herein, or -for declaratory relief to determine the enforceability of any of these restrictions. • 12 •max„;. i (b) Ewity. It is recognized that a breach by an Owner of one or more of the restrictions contained herein may cause the Association to suffer material injury or damages not compensable in money and that the Association shall be entitled to bring an action in equity or otherwise for specific performance to enforce compliance with theme restrictions or for an injunction to enjoin the continuance of any much breach thereof. (c) Abatement and Lien Rights. Any such breach of these restrictions or any provision hereof is hereby declared to be a nuisance, and the Association shall be entitled to enter the Site or portion of the Property as to which the breach exists and summarily abate and remove, without further legal process to the maximum extent permitted by law, any structure, thing, or condition that may exist in breach of any of these restrictions, or to prosecute any remedy allowed by law or equity for the abatement of such nuisance against any person or entity acting or failing to act in breach of these restrictions, all at the sole cost and expense of Owner or any person having possession under Owner. Any costa or expenses paid or incurred by the Association in abating such nuisance or prosecuting any such remedy (including all reasonable attorneys' fees and costa of collection) , together with interest thereon at the maximum rate permitted by law, shall, upon recordation of a certificate or notice of lien or default, become a continuing lien and charge against the Site or portion of the Property as to which the breach exists until paid, and shall also be the personal obligation of that person who was owner when such charges became due and committed such breach. Any such lien shall be enforceable in the same manner as an Assessment Lien as provided in Rection 10.9 below. - of these restrictions s andeno d lay the Association failure to enforce of anyaof these restrictions ohall be construed or held to be a waiver of any succeeding or preceding breach of the same or any other of these restrictions. No waiver by the Association of any breach hereunder ' shall be implied from any omission by t'.he Association to take any action an account of such breach if such breach persists or in repeated, and no express waiver shall affect a breach other than an specified in said waiver. The consent or approval by the Association to or of any act by any Owner requiring the Association's consent or approval shall not be deemed to waive or render unnecessary the Association's consent or approval to or of any subsequent similar acts by such Owner or any other Owner. 7.04 costa of Enforcement. If any legal or equitable action or proceeding in instituted to enforce any provision of this Declaration, the party prevailing in such action shall be entitled to recover from the losing party all of its costa, including court costs and reasonable attorneys' fees. 13 • II II I I ! III IIT I !1111 10111 ® I • 7_05 Rights of Lenders. No breach or violation of any provision of this Declaration shall defeat or render invalidthe lien of any mortgage, deed of trust or similar instrument securing a loan made in good faith and for value with respect to the development or.permanent financing or refinancing of any Site or portion thereof or any Improvement thereon; provided, that all of the provisions of this Declaration shall be binding upon and effective against any subsequent owner of the -Property or any portion thereof whose title is acquired by foreclosure, whether judicially or by power of sale, trustee's sale, deed in lieu of foreclosure, or otherwise pursuant to such lien rights. ARTICLE VIII TERM AND MODIFICATION 8.01 'term. This Declaration, every provision hereof and every covenant, servitude, condition, restriction and easement contained herein, shall continue in full force and effect for a period commencing on the date of recording of this Declaration and expiring sixty (60) years thereafter. 8,02 Termination or Modification. This Declaration may be terminated, extended, modified or amended as to all or any portion of the Property, but only with the written consent of either (i) the fee owners (excluding any lessees or other occupants) of at least Slt of that portion of the Property not owned by the Declarant, or (Li) the Declarant alone, so long as it owns at least - ten percent (lot), of "the entire Property subject to these Restrictions, in each case based on the number of square feet of land owned as compared to the total number of square feet subject to these Restrictions,, provided, however, that so long as the Declarant owns at least five percent (5t) of the Property subject to these restrictions, no such termination extension, modification or amendment shall be effective without the written approval of the Declarant thereto, in its sole discretion. i ARTICLE IX I i A_NRRYETTON OF ADJACENT PROPERTY 9.e1 Intention_of Development. The Declarant currently plane to develop or sell or leaam for development, lots or parcels within the Property for a commercial development, subject to reasonable rules and regulations adopted or promulgated by the Association. The Declarant may in the future wish to include in the plan of development for the Property that certain real property adjacent thereto as more particularly described on Exhibit wCw attached hereto and made a part hereby by this reference (the `Adjacent Propertyw) . This current intention set forth herein is subject to change without notice. 14 • 137 . 111111!11 II INI 9.02 Plan of Annexation. Notwithstanding any modification of this Declaration so long as the Declarant owns any portion of the Property or the Adjacent Property, all or any portion of the Adjacent Property may, but need not, be annexed to the Property and shall upon such annexation automatically become part of the Property for all purposes set forth herein, and become subject to this Declaration and all of the covenants, conditions, restrictions, reservations, limitations and other provisions set forth herein, at any time or from time to time, without the approval, consent or vote of any other Owners provided, however, that no such annexation shall be made more than twenty-five (25) years from the date of recordation of this Declaration in the Official Records of Riverside County, Californian provided, further, that no portion of the Adjacent Property shall be annexed for a use or purpose contrary to the intention stated in the preceding subsection without the prior written consent of owners of at least twenty percent (20k) (including the Association) of the Property subject to this Declaration. 9.0; Procedure for Annexation. Such annexation shall be made by filing for record, in the Office of the County Recorder of Riverside County, California, a Declaration of Annexation or Amendment to Declaration of Covenants, Conditions, Restrictions and Easements. Such instrument need be signed and acknowledged only by the Declarant with respect to the additional property to be annexed. Such instrument may contain such supplementary additions to or modifications of the provisions contained in this Declaration, but with respect to and affecting only the annexed property, as may be necessary to reflect the different character, if any, of the annexed property and as are not inconsistent with the plan of this Declaration. i ARTICLE X OWNER'S ASSOCIATION 10.1 Membership: The Owner of a Site shall automatically, upon becoming the Owner of same, after the Association in incorporated, be a member of the Association, and shall remain a member thereof until such time as his ownership ceases for any reason. Membership shall be appurtenant to and may not be separated from ownership of a Site. Membership shall be held in accordance with the Articles and Bylaws of the Association. 10.2 Transfer of Membership: Membership in the Association shall not be transferred, encumbered, pledged or alienated in any j way, except upon the sale or encumbrance of the Site to which it is � . appurtenant, and then only to the purchaser, in the case of e, sale, or mortgagee, in the case of an encumbrance of such Site. On any transfer of title to an Owner's Site, including a transfer on the ., death of an owner, membership passes automatically with title to the transferee, i 15 13�' A mortgagee does not have membership rights until it obtains title to the Site through foreclosure or deed in lieu thereof. Any attempt to make a prohibited transfer in void. No member may resign his membership'. On notice of a transfer, the Association shall record the transfer on its books. 10.; Membership. Classes and Voting Rights; The Association shall have two (2) classes of voting membership: Claes A. Claes A members shall be Owners with the exception of the Declarant and shall be entitled to one (1) vote for each 10,000groan square feet contained within such Owner's Site which .gross square footage shall be rounded up or down to the nearest number divisible by 10,000. When more than one (i) person holds an interest in any Site, all such persons shall be members. The vote(s) for such Site shall be exercised as they among themselves determine. QlasQ B. The Class 0 member shall be the Declarant and shall be entitled to vote as follows: Voting shall he the same as for.Class A memberships, except that the Claes s member may triple its votes for each Site owned. The Claes A membership'shall cease and be converted to Class A membership when the Declarant no longer owns at least St of the Property and the Adjacent Property combined whether or not the Adjacent Property has by then been annexed. 10.4 Creation of the ri n end P r Oblica i p Assessmenta, - The Declarant, for each Site owned within the project, hereby covenants, and each Owner of any Site by acceptance of a deed therefor, whether or not it shall be no expressed in such deed, its covenants and agrees: (1) to pay the Association Maintenance Coate, asaesements and charges for purposes permitted herein, and (2) to allow the Aesociakion to enforce an assessment lien established hereunder by nonjudicial proceeding under a power , of male or by any other means authorized by law. The annual and special assessments, together with interest, late chargee, collection costa and reasonable attorneys' fees, shall be a charge on the land and shall be a continuing lien upon the Property against which each such assessment is made, the lien to become effective upon recordation of a notice of delinquent assessment. Each such assessment, together with interest, late chargee, collection coats, and reasonable attorneys' fees, shall also be the personal joint and several obligation of the person who was the Owner of such Property at the time when the assessment fell due. No Owner of a Site may exempt himself from liability for his contribution towards the common expenses by waiver of the use or enjoyment of any of the Easement Areae or by the abandonment of his Site. So.S purpose of Assessments: The assessments levied by the Association shall he tined tRcltlsively to promote the economic interests, health, safety, and welfare of the Owners including the 16 • i 139 . I I I llllilllil�llll®I!® • Declarant and to enable the Association to perform its obligations hereunder. 10.6 Division of Assessments, All assessments, shall be charged to and divided among the Site Owners in the same proportion as the groes area of each owner's Site bears to the gross area of the Property including all or a portion of the Adjacent Property which may, from time to time, have been annexed. 10.7 Effect of Nonoavment of Aseesamenta; Any assessment not paid within fifteen (15) days after the due date shall be delinquent, shall bear interest at the rate of ten percent (104) per annum commencing thirty (30) days after the due date until ppaid, and shall incur a late payment charge in an amount to be set by the Board from time to time, not to exceed the maximum permitted by applicable law or in the amount of Ten Dollars ($10.00) or ten percent (10}) of the delinquent assessment, whichever is greater. 10.8 Transfer of Site by Sale or Foreclosure: Sale or transfer of any Site shall not affect the assessment lien. However, the sale of any Site pursuant tomortgage foreclosure of a first mortgage shall extinguish the lien of such aeeeeemente - including attorney's fees, late charges, or interest levied in connection therewith as to payments which became due prior to such sale or transfer except for assessment liens recorded prior to the - mortgage. No sale or transfer shall relieve such Site from liability for any assessments thereafter becoming due, from the lien thereof or the effect of any improvement district assessment including, without limitation, Rancho Village Assessment District No. 159. Where the mortgagee of a first mortgage of record or other i purchaser of Site obtains title to the same as a result of foreclosure of any such first mortgage, such acquirer of title, and its successor and assigns, shall not be liable for assessment by the Association chargeable to such Site which became due prior to the acquisition of title to such Site by such acquirer (except for assessment liens recorded prior to the mortgage) . In a voluntary conveyance of a Site the grantee and the grantor shall be jointly and severally liable to the Association for all unpaid assessments against the Site for the grantor's share of the common expenses up to the time of the grant or conveyance, without prejudice to the grantee's right to recover from the grantor the amounts paid by the grantee therefor. However, any i such grantee shall be entitled to a statement from the Association, dated as of the record date of conveyance, setting far the amount of the unpaid assessments against the grantor due the Association, and such grantee shall not be liable for, nor shall the Site conveyed be subject to a lien for, any unpaid assessments made by the Association against the 'grantor in excess of the amount set forth in the statement, provided, however, the grantee shall be i 17 140 liable for any such assessment becoming due after the date of any such statement. 10.9 Priorities: Enforcement: Remedies; If an assessment in delinquent, the Association may record a notice of delinquent assessment and establish a lien against the Site of the delinquent Owner prior and superior to all other liens except all taxes, bonds, assessments and other levies which, by law, would be superior thereto. The notice of delinquent assessment shall state the amount of the assessment, collection costa, attorney's fees, late chargee and interest, a description of the separate interest against which the assessment and other sums are levied, the name of the record owner, and the name and address of the trustee authorized by the Association to enforce the lien by sale. The notice shall be signed by any officer of the Association or by any management agent retained by the Association. An assessment lien may be enforced in any manner permitted by law, including sale by the court, sale by the trustee designated in the notice of delinquent assessment, or sale bya trustee substituted pursuant to Civil Code 52934(a) . Any Bale shall be conducted in accordance with the provisions of 552924 , 2924b, 2924c, 2924f, 2924g, and 2924h of the California civil Code, or any successor statutes thereto, applicable to chs exercise of powers of Bale in mortgagee and deeds of trust, or in any other manner permitted by law. Nothing herein shall preclude the Association - from bringing an action directly against the Owner for breaching the personal obligation to pay assessments. The Association, acting on behalf of the Owners, shall have the power to bid for the Site at foreclosure sale, and to acquire and hold, lease, mortgage and convey the same, During the period a Site is owned by the Association, following the foreclosure: (1) No right to vote shall be exercised on behalf of the Site: (2) no assessment shall be assessed or levied on the Siter and (3) each other Site shall be charged, in addition to its usual assessment, its share of the assessment that would have been charged to such Site had it not been acquired by the Association as a result of foreclosure. After acquiring title to the Site at foreclosure male following notice and publication, the Association may execute, acknowledge and record a dead conveying title to the Site which deed shall be binding upon the Owners, successors, and all other parties, suit to recover a money. judgment or unpaid common expenses, and attorneys' fees shall be maintainable without foreclosing or waiving the lien securing the same, The Hoard may temporarily suspend the voting rights of a member who is in default in payment of any assessment, after notice and hearing. 10.10 Fnallocated Taxes: In the event that any taxes are assessed against the Access Easements, Maintenance Basements or the personal property of the Association, rather than being assessed to the Sites, said taxes shall be included In the assessments 'made. 1B i i ' N ) • Duties: In addition to the duties enumerated in its Articles of Incorporation, Bylaws, or elsewhere provided for in this Declaration, and without limiting the generality thereof, the Association shall perform the following duties: A. Insurance: The Association shall obtain and maintain the following insurance: (1) A casualty policy insuring all Improvements and fixtures owned by the Association, unless the Board in its sole I discretion determines that such insurance is not necessary) (2) A comprehensive public liability policy insuring the Association, its agents, and the Declarant] (3) Workers' compensation insurance to the extent required by lawn • (9) Fidelity bonds or insurance covering officers, directors, and employees that have access to any Association fundal and 151 Officers and directors liability insurance; (6) such other insurance as the Board in its discretion considers necessary or advisable. Each Owner appoints the Association or any insurance trustee .designated ,by the Association to act on behalf of the ! Owners in connection with all insurance matters arising from any insurance policy maintained by the Association, including without , - limitation, representing the Owners in anyproceeding, negotiation, settlement or agreement. Any insurance maintained by the Association shall contain •waiver of subrogation" as to the Association and its Officers, directors and members, the Owners and Occupants of the sites (including the Declarant) and mortgagees, and, if obtainable, a cross-liability or severability of interest endorsement insuring each insured against liability to each other insured. The Aseociationshall periodically (and not less than once every three (3) ye are) review all insurance policies maintained by the Association to determine the adequacy of the coverage and to adjust the policies accordingly. Each owner shall obtain and maintain, at the Owner's sole expense, comprehensive public liability insurance of form and amount as determined by the Board, naming the Association and DedlaYant as additibnal 'insured; 'add fire and dadaal'ty cbve'rage ae may be required by any mortgagee of the owner's Site and in no event leas than the amount and type of fire and casualty insurance • 19 •vvGcurr.yr,u•.. . required to be obtained and maintained as determined by the Board. All such individually carried insurance shall contain a waiver of subrogation by the carrier as to the other owners, the Declarant, the Association, and the mortgagees of such Site. The Association, and its directors and officers, shall have no liability to any owner or mortgagee if, after a good faith effort, it is unable to obtain the liability insurance required hereunder, because the insurance is no longer available or, if available, can be obtained only at a coat that the Board in its sole discretion determines is unreasonable under the circumstances, or the members fail to approve any assessment needed to fund the insurance premiums. In such event, the Board immediately shall. notify each member and any mortgagee entitled to notice that the liability insurance will not be obtained or renewed. B. . Assessments: The Association shall . fix, levy, collect and enforce assessments including maintenance costs. • C. Payment of Exoensea, The Association shall pay all expenses and obligations incurred by the Association in the conduct of its business including, without limitation, all. licensee, taxes or governmental charges levied or imposed against the Property of the Association. D. Enforcement: The Association shall enforce this Declaration. E. Maintenance: The Association shall maintain landscaping and irrigation systems upon the Maintenance Easements and roadways, walkways, parkways, curbs, gutters, paving, sidewalks and any other Improvements upon the Access Easements. 10.12 Powers: In addition to the powers enumerated in its Articles of Incorporation and Bylaws, or elsewhere provided for herein, and without limiting the generality thereof, the Association ahall have the following powers: other A. na : The Association may employ a manager or persona and to contract with independent contractors or managing agents to perform all or any part of the duties andI responsibilities of the Association, except for the responsibility to levy fines, impose discipline, hold hearings, file suit, record or foreclose liens, or make capital expenditures, provided that any contract with a firm or person appointed as a manager or managing agent shall not exceed a one (1) year term, shall provide for the right of the Association to terminate the same at the first annual meeting of the members of the Association, and to terminate the it same without cause or payment Of a termination fee on ninety (90) days' written notice, or for cause on thirty (30) days' written, - notice. - i • 20 8. Assessments Liena and v+ : The Association shall have the power to '_e:vy and collect assessments. The Association may impose fines or take disciplinary action against any owner for failure to pay asseasments or for violation at any provision of the Design Guidelines or this Declaration. Penalties may include but are not limited to fines, temporary suspension of voting rights or other appropriate discipline, provided the member is given notice and a hearing before the imposition of any fine or disciplinary action. C. fin or men The Association shall have the authority to enforce thin Declaration. D. Aceuisition and bieoos+rico of oroo r v, The Association shall have Cha power to --quire (by gift, purchase or otherwise), own, hold, improve, build upon, operate, maintain, convey, sell, lease, transfer, or Otherwise dispose of real or personal property in connection vith the affairs of the Association. Any transfer of Property ahall be by document signed or approved by fifty-one percent (51%) of the total voting power of the Association. e Asaaciation ower to borrow money,and only Loans:withhthe as ent (by vote lor written have the consent) of three-fourths (3/4) of the total voting power of the Association including three-Ecurthe (3/4) of the members other than the Declarant, or where the two (2) class voting structure is still in effect, three-fourths (3/4) of the voting power of each class of members, to mortgage, pledge, deed in trust, or hypothecate any or all of its real or personal property as security for money borrowed or debts incurred. F. Contracts: The Association shall have the power to contract for goods and/or services for the facilities and interests or for the Association, subject to the limitations of the Bylaws. G. Delegation, The Association, the Board, and the officers of the Association shall have the power to delegate their authority and powers to committees, officers or employees of the Association, or to a manager employed by the Association, provided j that the Board shall not delegate its responsibility: I Improvemanter (1) To make expenditures for capital additions or i (2) To conduct hearings concerning compliance by an owner or his tenant, lessee, guest or invitee with the Declaration, Bylaws or rules and regulations promulgated by the Board 21 • i; r (3) To make a decision to levy monetary fines, impose special asnessments against individual owners, temporarily suspend an. owner's rights as a member of the Association or otherwise impose diaciplinel (4) To make a decision to levy assessments; or (5) To make a decision to bring suit, record a claim of lien or institute foreclosure proceedings for default in payment of assessments. R. ADPointment of Trustee: The Association, or the Board acting on behalf of the Association, has thepower to appoint or designate a trustee to enforce assessment liens by sale as provided in section 10.9 and as provided in civil code 51367(b) . I. Other Powers; In addition to the powers contained • herein, the Association may exercise the powers granted to a nonprofit mutual benefit corporation under California Corporations Code 57140. 10.13 Commencement of Association's Duties and Powers: Until assignment thereof by. the Declarant to the Association, all duties and powers of the Declarant as described herein, including all rights of consent and approval, &hall be and remain the duties and powers of the Declarant. From and after the date of such assignment, the Association shall assume all duties and powers, and the Declarant shall be relieved of any further liability therefor. ARTICLE XI MISCELLANEOUS PROVISIONS 11.01 Constructive Notice and Acceptance. To the maximum extent permitted by law, every Owner who now or hereafter owns or acquiree any right, title or interest in or to any portion of said Property is and shall be conclusively deemed to have consented and agreed to every covenant, servitude, condition, restriction and easement contained herein, whether or not any reference to this Deciaratlon is contained in the instrument by which such person acquired an interest in said Property. 11.02 Mutuality. Recinrocitve Runs with Land. A11 restrictions, servitude, conditions, covenants, easements and agreements contained herein are made for the direct, mutual and reciprocal benefit of each and every part and parcel of the Property; shall create reciprocal rights and obligations between the respective owners of all parcels and privity of contract and estate between nll•Ownere of said parcels, their heirs, successors and assignsl and shall, as to the Owner of each parcel, his heirs, • 22 I 'ys successors and assigns, operate as covenants running with the land for the benefit of all other parcels; provided, however, that the provisions of , this Declaration shall be enforced only by the Association or by the Planning Director of the County of Riverside, California. 11.03 Declarant's Rights under other Recorded Documents. Nothing herein contained shall prejudice or diminish in any way-the - rights of the Declarant or any particular Owner under any other documents of record from time to time affecting all or any portion of the Property. 11.04 Captions. The paragraph headings or captions. used . herein are for convenience only and are not a part of this instrument and do not in any way limit, define or amplify the scope or intent of the terms and provisions hereof. - 11.05 Invalidity of Provision. If any provision of this Declaration as applied to the Declarant or any owner or to any circumstance shall be adjudged by a court of competent jurisdiction to be void or unenforceable for any reason, the same shall in no way affect (to the maximum extent permissible by law) any other provision under circumstances different from those adjudicated by the court, or the validity or enforceability of the Declaration as. a whole. r 11.06 Notices. All notices, consents, requests, demands, approvals, authorizations and other communications provided for herein shall be in writing and shall be deemed to have been duly given if and when personally served or forty-eight 148) hours after being sent by United States registered or certified mail, return , receipt requested, postage prepaid, to the intended party at its last known addrass: 11 Syr Recording. The term -record" (and its variations) shall mean and refer to the filing and/or recordation of an instrument in the office of the County Recorder of Riverside County, California. 11.08 Landscape Areae. Notwithstanding any provision 1n this Declaration to the contrary, the following provisions shall apply: The property owners' association established herein shall manage and continuously maintain the -landscape areas- as designated by the association from time to time. The property owners' association shall have the right to assess the owners of each individual parcel for the reasonable cost of maintaining the landscape areas, and shall have the right 1 to lien the property of 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 • 23 (� L assessment or other document creating the assessment lien. Thin Declaration shall not be terminated, -substantially' amended or property deannexed therefrom absent the i prior written consent of the Planning Director of the County of Riverside or the County's successor-in-interest. A proposed amendment shall be considered •substantial" if its affects the extent, usage or maintenance of the -landscaped areas". i 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. IN WITNESS WHEREOF, the undersigned has executed this instrument as of the date firat above written. IMC-VAIL, a California joint venture By: Vail Properties, a California Limited Partnership General Partner By; Vail Associates Inc., a California Corporation j General Partner BY: i D. 119CA its ; S cn ear r .I • 21 197 Water Quality Management Plan (WQMP) PM. 31454 Appendix H Phase 1 Environmental Site Assessment — Summary of Site Remediation Conducted and Use Restrictions r� August 2005/Feb. 2007