The URL can be used to link to this page

Home My WebLink AboutWQMP Industrial Condos of Temecula Project Specific Water Quality Management Plan For: Industrial Condominums of Temecula DEVELOPMENT NO. PARCEL 2, P.M. 28657-1 DESIGN REVIEW NO. PA 05-0127 Prepared for: Industrial Condominums of Temecula, LLC 13007 Kirkham Way Poway, Ca. 92064 Owner: Norm Turnoff (858) 391-9009 Prepared by: Spear&Associates, Inc. 475 Production Street San Marcos, Ca. 92078 (760) 736-2040 Richard W. Hartley R.C.E. 20934 WQMP Preparation/Revision Date: 01/04/06 • `j tr"'"r WATER QUALITY NIANAGEIWENT PLAN CHECKLIST ImPublic 'Yorks Department NPDES Programid43200 Business Park Drive, Temecula, CA. The purpose of this checklist is to provide a format for uniform, comprehensive, and well-documented reviews of project-specific Water Quality Management Plans (WQMPs) submitted by project owners. The completed checklist should accompany the WQMP and submitted to the City of Temecula. Applicant Name: fJD0_c; JAt_ C_aUOoMlrltuit5 nl-TM46-cL4la Parcel/Tract Map Number: PAR('rL Z, 06,XCEC A4b-P Z8657- / Planning Application Number: 05-e/27 Project Name: _�0JS R1AL Co/JLoµt/✓1u*15 O)t' TEHEZcXh.- SUMMARY OF WOMP REQUIREMENTS • (PLEASE LIST THE FOLLOWING INFORMATION) Section I. Watershed and Sub-Watershed: Santa Margarita River and M uR-RI�TA Section It. Land-Use Category(from Initial Checklist): L/C,AT /iJot4nFiAL- Section 111. Pollutants(expected and potential): st�[M�iJ n/JTP��nlCS� I-PAC14 , OIL PEsnC/DSS, /IEA�)v r 1F_T7 LS, 00ANIc- CO"r—o— 7M1� yC7CN DEMANP//J(1 SLJgsi�d.10E5 ` Section IV. Exemption Category(A, B, C,or Not Exempt): Section V. Treatment BMP Category(ies): Section VI. Party(ies)responsible for BMP maintenance: ASSoc "Cr JP. TO tz �o Cc:,Ppb ootrj Section VII. Funding source(s)for BMP maintenance: 0V4,.) F/T( 1nUrf. • NOTES: (a) The WQMP will NOT be accepted unless all of the items requested above and throughout this checklist are completed. (b) Section VI must be accompanied by notarized proof of the entity(ies)assuming direct responsibility or oversight for the long-term maintenance of the BMPs. (c) Section VII must be accompanied by notarized proof demonstrating the funding mechanism(s)proposed(i.e. Assessments,Homeowner Association,Property Management, etc.)for the BMP maintenance. • • • Requirement Satisfied? WQMP REQUIREMENT Yes No Not —7777777 T7Applicable 77' Name of project with Tract, Parcel, or other I.D. number ✓ Owner/Developer name, address&telephone number ✓ Consulting/Engineering firm, address&phone number Preparer's Registered Professional Engineers' Stamp and Signature V Date WQMP was prepared Owner's Certification Signed certification statement Table of Contents Complete and includes all figures, Appendices(A-H), and design worksheets Section L'Aroje"ct Des'c'rip'ti' n in narrative form) Project location Project size to the nearest 1/10 acre) Standard Industrial Classification(SIC)Code V, Description and location of facilities V7— Activities, locations of activities, materials and products to be used and stored for each activity and at each facility, delivery areas, and what kinds of wastes will be generated • Project watershed and sub-watershed Formation of a Rome Owner's Association or Property Owner's Association ✓ Additional permits/approvals required for the project including: • State Department of Fish and Game, 1601 Streambed Alteration Agreement, • State Water Resources Control Board, Clean Water Act(CWA) section 401 Water Quality Certification; • US Army Corps of Engineers, CWA section 404 permit; • US Fish and Wildlife,Endangered Species Act section 7 biological opinion; • Municipal Conditions of Approval(Appendix A). 'Sectio"n il.;Site Characterization in narrative form Land use designation or zoning V� Current and proposed property use V� Soils report(Appendix E). (Note: A soils report is required if infiltration BNTs are utilized) V/ Phase I Site Assessment or summaries of assessment or remediation(Appendix 14) Identification of Receiving waters(including 303(d)listed waters,Designated beneficial uses, and any RARE beneficial use waters)and their existing impairments • Requirement Satisfied? WQMP REQUIREMENT Yes No Not Applicable Section III.Pollutants of Concern(in narrative form) Potential and expected pollutants from the proposed project Presence of legacy pesticides,nutrients,or hazardous substances in the site's soils as a / result of past uses ✓ Section IV.H drolo is Conditions of Concern irrnarrative form Conditions A,B,or C exempt the WQMP from this section If the project is not exempt, evaluation of impacts to downstream erosion or stream habitat discharge flow rates, velocities, durations, and volumes from a 2-year and 10- year, 24-hour rainfall event is included Section V.Best Management Practices Vl. Site Design BMPs .,ta ® , Table 1. Site Design BMPs is complete Narrative describing the site design BMPs proposed for the project Narrative describing the site design BMPs that were not applicable and why they • cannot be implemented Narrative describing how each individual BMP proposed for the project will be implemented and maintained, including inspection and maintenance frequency, `/ inspection criteria, and the responsible entity or party Site Design BMPs shown on the WQMP Site Plan(Appendix B) V2. Source Control BMPs ` �° etia` ' Table 2. Source Control BMPs is complete Narrative describing the source control BMPs proposed for the project Narrative describing the source control BMPs that were not applicable and why / they cannot be implemented Narrative describing how each individual BMP proposed for the project will be implemented and maintained, including inspection and maintenance frequency, inspection criteria, and the responsible entity or party Structural source control BMPs shown on the WQMP Site Plan(Appendix B) Copies of Educational Materials(Appendix D) V3. Treatment Control BMPs Table 3. Treatment Control BMPs is complete ✓ Narrative describing the treatment control BMPs of medium or high effectiveness proposed for the project • • Requirement Satisfied? WQMP REQUIREMENT Yes No Not Applicable Narrative describing how each individual treatment control BMP proposed for the project will be implemented and maintained, including locations, sizing criteria, / inspection and maintenance frequency, inspection criteria, long-term O&M, and the ✓/ responsible entity or party Treatment Control BMPs shown on the WQMP Site Plan(Appendix B) Copy of the property/project soils report(Appendix E). (Note: This requirement applies only if infiltration-based Treatment Control BMPs are utilized) Calculations for Treatment Control BMPs(Appendix F) Vd. Equivalent Treatment Control Alternatives Narrative describing equivalent treatment control alternatives Calculations for Equivalent Treatment Control Alternatives(Appendix F) ✓ VS. Regionally-Based Treatment Control BMPs ,. Narrative describing regionally-based treatment control BMPs Calculations for Regionally-Based Treatment Control BMPs(Appendix F) Section Vl.Operation ind Maintemmi6e O&M)Responsibility for Treatment Control BMB3 BMPs requiring O&M are identified VZ • Description of O&M activities, the O&M process, and the handling and placement of any wastes BMP start-up dates Schedule of the frequency of O&M for each BMP Parties responsible for O&M � Notarized proof of the entities responsible for O&M(Appendix G) Inspection and record-keeping requirements for BMPs including responsible parties. Description of water quality monitoring, if required �4J Section,V11.Funding 1. v� Notarized proof of the funding source(s)for the O&M of each Treatment Control BMP y� Appendix A'(Section 1). ` Complete copy of the final Municipal Conditions of Approval ✓ Appendix B (Sections I and V) Vicinity Map identifying the project site and surrounding planning areas Site Plan depicting the following project features: rt aw Location and identification of all structural BMPs, including Treatment Control / BMPs. Landscaped areas. • Paved areas and intended uses. WQMP REQUIREMENT Requirement Satisfied? Yes No Not Applicable Number and type of structures and intended uses. (ie: buildings, tenant spaces, dwelling units, community facilites such as pools, recreations facilities,tot lots,etc.) V, Infrastructure(ie: streets, storm drains, etc.)that will revert to public agency / ownership and operation. V Location of existing and proposed public and private storm drainage facilities including catch basins and other inlet/outlet structures. (Existing and proposed drainage facilities should be clearly differentiated.) Receiving Waters locations that the project directly or indirectly discharges into. ✓ Discharge points where onsite or tributary offsite flows exit the site. Proposed drainage areas boundaries, including tributary offsite areas, for each location where flows exit the site. (Each tributary area should be clearly denoted.) Pre-and post-project topography. Appendix C (Section 1 Supporting engineering studies, calculations, reports, etc. Appendix Q (Section V) k Educational materials proposed in implementing the project-specific WQMP t✓ . Appendix E (Sections II and y). o- Summary of Soils Report information if infiltration BMWs are proposed ✓ Appendix F. (Section V) -�` Treatment Control BMP sizing calculations and design details Appendix G (Sections I and Vlj •„ CC&Rs, Covenant and Agreements, or other mechanisms used to ensure the ongoing f operation, maintenance, funding, and transfer of the WQMP requirements 'A ppendix H'(Section Iq ,.. Summary of Environmental Site Assessment, Remediation, and Use Restrictions. (End of Checklist) • Project Specific Water Quality Management Plan For: Industrial Condominums of Temecula DEVELOPMENT NO. PARCEL 2, P.M. 28657-1 DESIGN REVIEW NO. PA 05-0127 Prepared for: • Industrial Condominums of Temecula, LLC 13007 Kirkham Way Poway, Ca. 92064 Owner: Norm Turnoff (858) 391-9009 Prepared by: Q �pFESSIO Spear&Associates, Inc. �4C q4 \N. 475 Production Street San Marcos, Ca. 92078 `iQ (760) 736-2040 a NO G34 � Richard W. Hartley R.C.E. 20934 30 2007- CIV11. QC�Q WQMP Preparation/Revision Date: 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of"Temecula • OWNER'S CERTIFICATION This project-specific Water Quality Management Plan (WQMP) has been prepared for: Industrial Condominiums of Temecula, LLC by Spear & Associates, Inc. for the project known as Industrial Condominiums of Temecula at Remington Avenue. This WQMP is intended to comply with the requirements of City of Temecula for Parcel 2, P.M. 28657-I, 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 8.28.500 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 t die WQMP will be tr ferred to future successors in inter St." \1 / Z C? $''s Signature t�.to wrlb �l Owner's Printed Name Owner's Title/Position 13007 Kirkham Way Poway,Ca. 92064 (858)391-9009 01/04/06 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT • I�r-.- - - - - _ - - - - - - - - - - - -.-,t<rcry,�r-,�rcr ,-�-rcr -,ter,-ter.='ti State of California , ss. County of l � II On/{� �� LUb 'I !' before me, /� DG Data me and Title of Officer e- ,�r/ ,l ! /y� ( g.,"Jane Doe,Notary Public)� personally appeared /V �/t �k t 0�/ Name(s)of SigneQs) personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name( is/arC subscribed to the within instrument and acknowledged to me that he/skfrs/i executed the same in his/bet'/tbe1F authorized EoCAROL 0.SINUM capacity(ies), and that by his/ber/tlhw CarritlWon f 1579650 signatureO on the instrument the personK, or NaftyqAft.CaRlarrila the entity upon behalf of which the persol knOwl CCam. my acted, executed the instrument. My Ca .64tret Am 2, WITN SS my hand and officials al. • A- Jlv Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment oft this form to another document, I Description of Attached Document /� -/y� 1S (�y,(j 7 `�2,r j Title or Type of Document: U /l( Document Date: Number of Pages: t Y Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Attorney in Factl ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: I 01999 National Notary Assa iafon•9350 Be Soto Ave.,P O.Box 2402•Chatswarlh CA 913132402•www notionarnotar,or, Prod N. 5907 Poetry,Call Toll 11 800-8]6-682] Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • Contents Section Page 1 PROJECT DESCRIPTION A-1 I I SITE CHARACTERIZATION A-4 III POLLUTANTS OF CONCERN A-5 IV HYDROLOGIC CONDITIONS OF CONCERN A-6 V BEST MANAGEMENT PRACTICES A-7 V.1 Site Design BMPs A-7 V.2 Source Control BMPs A-12 V.3 Treatment Control BMPs A-15 VA Equivalent Treatment Control Alternatives A-19 V.5 Regionally-Based Treatment Control BMPs A-19 VI OPERATION AND MAINTENANCE RESPONSIBILITY FOR TREATMENT CONTROL BMPs A-20 • VII FUNDING A-23 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 OF REQUIREMENTS FOR THIS PROJECT- SPECIFIC WQMP H. PHASE 1 ENVIRONMENTAL SITE ASSESSMENT— SUMMARY OF SITE REMEDIATION CONDUCTED AND USE RESTRICTIONS I. SAN DIEGO R.W.Q.C.B.2002 303(D)LIST&WATER QUALITY STANDARDS DATA SHEETS • A-i 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • L Project Description The 5.5±acres project is located on Remington Ave. , west of Diaz Rd., in the City of Temecula,County of Riverside,State of California(see attached Location Map). It is describe as being Parcel 2 of Parcel Map No.28657-1 on file in Book 193,pages 64 through 67 inclusive of the Book of Parcel Maps, Records of the County of Riverside,State of California. The project consists of: the construction and grading for a Condominium development for industrial use, including 109,425±s.f. of parking areas, three new buildings,and landscaping. The site has been previously graded and all off site improvements are existing. This report is to provide hydrology and hydraulics for the on site drainage systems. Also, to assist in the determination of`Best Management Practices".There is no run-off coining on to this site from adjacent properties. The site lies within the Santa Margarita River Basin and falls within the California Water Quality Control Board Region 9. Project owner and WQMP preparer; Project location; Remington Ave.Temecula,Ca. 92590 Project size; 5.5 Acres Standard Industrial Classification(SIC), if applicable; 3541, 3542, 3543, 3544, 3545, & 3549 Location of facilities; see site plan attached for location of building on site Activities and location of activities;Machine shop activities, Indoors Materials Storage and Delivery Areas; Indoor Storage,Deliveries in rear of Buildings Wastes generated by project activities. Machine shop waste(Metal shavings) Project Owner: Norm Turoff Industrial Condominiums of Temecula, LLC. 13007 Kirkham Way Poway, Ca. 92064 Telephone: (858) 391-9009 WQMP Preparer: Spear &Associates, Inc. 475 Production Street San Marcos, Ca. 92078 By: Richard W. Hartley, Civil Engineer, RCE 20934, Expires 9/30/07 (760) 736-2040 • A-I 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • Project Site Address: Remington Avenue Temecula, Ca. 92590 Planning Area/ Community Name: Idustrial Condominiums of Temecula APN Number(s): 909-370-024 Thomas Bros. Map: 958, E-5 Year 2005 Project Watershed: Santa Margarita River Sub-watershed: Murrieta Creek, HAS (902.32) Project Site Size: 5.5 Acres Standard Industrial Classification (SIC) Code: Insert SIC, code, if applicable 3541, 3542, 3543, 3544, 3545, 3549 Formation of Home Owners' Association (HOA) or Property Owners Association (POA): YES Additional Permits/Approvals required for the Project AGENCY Permit required (yes or no) • State Department of Fish and Game, 1601 Streambed No Alteration Agreement State Water Resources Control Board, Clean Water No Act (CWA) section 401 Water Quality Certification US Army Corps of Engineers, CWA section 404 permit No US Fish and Wildlife, Endangered Species Act section No 7 biological opinion Other (please list in the space below as required) Yes SWRCB General Construction Permit City Grading Yes City Building Yes 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: I. 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: A-2 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula Location and identification of all structural BMPs, including Treatment Control BMPs; Landscaped 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 exits 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-3 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • II. Site Characterization Land Use Designation or Zoning: light Industrial Current Property Use: Previously graded but vacant. Proposed Property Use: Industrial Complex Availability of Soils Report: Not Included-No Infiltration BMPs Phase 1 Site Assessment: Included Receiving Waters for Urban Runoff from Site Receiving Waters 303(d) List Designated Beneficial Proximity to RARE Impairments Uses Beneficial Use Phosphorus Municipal Not Rare Agricultural Murrieta Creek Industrial Service Supply Upper- Hydrologic Industrial Process Supply Sub-area (902.32) Water Contact Rec. Non-Contact Water Rec. Warm Freshwater Hab. • Wildlife Habitat Phosphorus Municipal 4mi.f Agricultural Industrial Service Supply Santa Margarita Water Contact Rec. River-Upper Non-Contact Water Rec. Hydrologic Unit Warm Freshwater Hab. (902.22) Wildlife Habitat Cold Freshwater Habitat Rare Santa Margarita None Municipal 8mi.t River-Lower Agricultural Hydrologic Unit Industrial Service Supply (902.12) Water Contact Rec. Non-Contact Water Rec. Warm Freshwater Hab. Wildlife Habitat Industrial Process Supply Cold Freshwater Habitat Rare Santa Margarita Eutrophic Estuarine Habitat 34mi.t Lagoon—(902.11) Marine Habitat Migration of Aquatic Ong. Rare • Water Contact Rec. Non-Contact Water Rec. A-4 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • Wildlife Habitat • • A-5 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • III. Pollutants of Concern There are no sampling data available for the existing site condition. In addition, the project is not expected to generate significant amounts of non-visible pollutants. The Project's pollutants that are commonly found on similar developments and could affect water quality are as follows: Table IIL1 Pollutants of Concern Pollutant Land Use 303(d)Listing Expected Potential Sediment Landscaping No Nutrients Landscaping Yes Trash Industrial No Oil/grcase Parking Yes Pesticides Landscaping Yes Heavy Parking/Sweets Yes Metals organic cam ounds Parking Yes Oxygen demanding substances Parking Yes Bacteria/ vimses Food/Animal Waste No The Pollutants of Concern down stream of the project that are listed in the 303(d)2002 impaired water bodies are: Phosphorus,caused by fertilizing, landscaping; and eutrophic,caused by an over abundance of nutrients that support dense growth algae. This project has a limited amount of landscaping and there be will a limited amount of fertilizing. Also the train of post-development BMPs i.e. the runoff flows through a series of BMPs: grass buffers zones, grass swales;roof drain filters; and sand medium fillers that will provide a reductions of pollutants of concern to the maximum extent practical.. • A-6 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula IV. Hydrologic Conditions of Concern Impacts to the hydrologic regime resulting from the Project may include increased runoff volume and velocity; reduced infiltration; increased flow frequency, duration, 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 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 the 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. This condition must be substantiated by hydrologic modeling methods acceptable to the Co-Permittee. This Project meets the following condition: Condition "C". We have designed on-site flow control structures to insure that the post-development run-off is equal to or less than the pre- development run-off. Supporting engineering studies, calculations, and reports are included in Appendix C. (see Table IV.] Summary Post-Development vs. Pre-Development Flows for 2 year and 10year 24 hour duration below) • A-7 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • TableIVA Summar Post-Development vs.Pre-Develo ment Flows-24(lour Duration Storms Outfall Area&Point Acres Q2(cfs) Q10(cfs) of Discharge PostDev PostDev Post Development Area"A" at P4 2.13 1.57 3.75 Area"B" at Y3 1.58 1.53 3.58 Areas C+D at X 3 1.59 1.54 3.61 Area"E" Sheet flow 0.25 0.03 0.22 Total Site 5.55 4.67 11.16 Pre-Dev. 0.59 4.78 Difference Reg. Detention 4.08 6.38 Post Development Flows with Detention Peak Flow Detained Peak Flow Detained cfs) (cfs) (cfs) (cis Area"A" at P5 1.57 0.24 1 1.33 3.42 1 0.33 • Area"B.. at Y3 1.53 0.13 1.40 0.48 3.10 Area"C+D at X3 1.54 0.14 1.40 0.50 3.10 Area E Sheet flow 0.03 0.03 0 0.22 0 Total 5.55 0.54 4.13 4.60 6.87 <0.59 >4.08 <4.78 >6.38 • A-8 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • V. Best Management Practices VA SITE DESIGN BMPS Project proponents shall implement Site Design concepts that achieve each of the following: 1) Minimize Urban Runoff 2) Minimize Impervious Footprint 3) Conserve Natural Areas 4) Minimize Directly Connected Impervious Areas (DCIAs) The project is designed to reduce pollutants through the use of landscaping, grass swales. Landscaping of the slopes and common areas are incorporated into the plans. The landscaping will consist of both native and non- native plants. The goal is to achieve plant establishment expeditiously to reduce erosion. The irrigation system for these landscaped areas will be monitored to reduce over irrigation. Reference Section 4.5.1 of the City of Temecula WQMP, Maintain Pre-development Run-off Characteristics: VIA Site Design BMPS I. Minimize urban run-off a) The site design incorporates flow control structures, (underground Pipe Storage with a weir and Storage areas in the Parking lots controlled by weir structures) too control the run-off from the site so that the post- development flow is equal to or Tess than the pre-development flow 2. Minimize impervious footprint: a) The site plan was designed by the architect based on the City's Zoning Ordinances. The nature of the use, industrial, is not conducive for two story buildings. b) Impervious paving for parking areas was considered. However, Soil "D" does not allow adequate infiltration. Walkways and patio areas have been keep to a minimum. c) The private drive has been designed to the City's standards and minimum widths. d) See"b" 3. Conserve natural areas where feasible: This site was pre-graded 4. Minimize Directly Connected Impervious Areas: Roof drains where possible are to Flow to grass areas, where not possible they are to Flow into FloGard Downspout Filters and or equal.The "FloGard 4" Down Spout will treat 1.5cfs, from a roof area. Portions of the parking lot areas will also flow to grass areas or to Sand Media Filters as shown on the BMP Map for the Project prior to entering the storm drain system. All areas will flow to inlets with FloGard Filters and/or equal type filters. This train of BMPS will treat the pollutants of concern to the maximum extent practical. The location of each Site Design BMP is shown on the WQMP Site Plan included in Appendix B. • A-9 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • Table 1. Site Design BMPs Included Design Technique Specific BMP yes no Concept Site Design Minimize Urban Runoff Concept 1 The project will use Maximize the permeable area (See Section 4.5.1 of the X pervious pavers for all WQMP). sidewalks and for Incorporate landscaped buffer areas between X parking stall areas. sidewalks and streets. There are no existing Maximize canopy interception and water conservation X tress or shrubs as this by preserving existing native trees and shrubs, and was a pre graded lot. planting additional native or drought tolerant trees and large shrubs. There are no natural Use natural drainage systems. N/A drainage systems. Where soils conditions are suitable, use perforated N/A We have designed on- pipe or gravel filtration pits for low flow infiltration. site detention ponds for Construct onsite ponding areas or retention facilities to N/A the purpose of increase opportunities for infiltration consistent with controlling the flow. vector control objectives. • Other comparable and equally effective site design X concepts as approved by the Co-Permittee (Note: Additional narrative required to describe BMP and how it addresses Site Design concept). • A-10 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula Table 1. Site Design BMPs (Cont.) Included Design Technique Specific BMP yes no Concept Site Design We propose the use of Concept 1 pervious pavers for all walkways patio areas Maximize the permeable area (See Section 4.5.1 of the X and for all parking stall WQMP). areas. Construct walkways, trails, patios, overflow parking X lots, alleys, driveways, low-traffic streets and other low -traffic areas with open-jointed paving materials or permeable surfaces, such as pervious concrete, porous asphalt, unit pavers, and granular materials. Construct streets, sidewalks and parking lot aisles to X the minimum widths necessary, provided that public safety and a walk able environment for pedestrians are not compromised. Reduce widths of street where off-street parking is N/A available. Minimize the use of impervious surfaces, such as X • decorative concrete, in the landscape design. Other comparable and equally effective site design X concepts as approved by the Co-Permittee (Note: Additional narrative required describing BMP and how it addresses Site Design concept). Site Design Conserve Natural Areas Concept 1 Note: This site has been previously graded. Conserve natural areas (See WQMP Section 4.5.1). N/A There are no exiting Maximize canopy interception and water conservation X Site was trees and or natural by preserving existing native trees and shrubs, and Previously swales planting additional native or drought tolerant trees and graded large shrubs. and there are no existing trees onsite. Use natural drainage systems. X There are no natural drainage systems on the site • A-II 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • Other comparable and equally effective site design X concepts as approved by the Co-Permittee (Note: Additional narrative required describing BMP and how it addresses Site Design concept). • • A-12 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula �46 Table 1. Site Design BMPs(Cont.) Included Design Technique Specific BMP yes no Concept Site Design Minimize Directly Residential and commercial sites must be designed to X Concept 2 Connected Impervious contain and infiltrate roof runoff, or direct roof runoff to Areas(DCIAs) vegetative swales or buffer areas, where feasible. All roof drains will be Where landscaping is proposed, drain impervious X directed to grass buffer sidewalks, walkways, trails, and patios into adjacent areas and or shall have landscaping. floGard and/or equal Increase the use of vegetated drainage swales in lieu X roof drain filters of underground piping or imperviously lined swales. installed. Rural swale system: street sheet flows to vegetated N/A r swale or gravel shoulder, curbs at street corners, A porton of the culverts under driveways and street crossings. driveway areas will Urban curb/swale system: street slopes to curb; N/A prior too entering thhee p g drain grass swales periodic swale inlets drain to vegetated swale/biofilter. storm drain system. Dual drainage system: First flush captured in street N/A catch basins and discharged to adjacent vegetated The site will mainly, swale or gravel shoulder, high flows connect directly to utilize sand media filters MS4s. to capture first flush Design driveways with shared access, flared (single X run-off prior to lane at street) or wheel strips (paving only under tires); discharging into the or, drain into landscaping prior to discharging to the MS4. MS4. There are no Uncovered temporary or guest parking on private N/A landscaping areas in residential lots may be paved with a permeable the parking lot areas surface, or designed to drain into landscaping prior to discharging to the MS4. Where landscaping is proposed in parking areas, X incorporate landscape areas into the drainage design. Overflow parking (parking stalls provided in excess of N/A the Co-Permittee's minimum parking requirements) may be constructed with permeable paving. Other comparable and equally effective design X concepts as approved by the Co-Permittee (Note: Additional narrative required describing BMP and how it addresses Site Design concept). A-13 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • V.2 SOURCE CONTROL BMPs Complete Table Table 2. Source Control BNIPs 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 X Activity Restrictions X Irrigation System and Landscape Maintenance X Common Area Litter Control X Street Sweeping Private Streets and Parking Lots X Drainage Facility Inspection and Maintenance X Structural Source Control BMPs MS4 Stenciling and Signage X Landscape and Irrigation System Design X Protect Slopes and Channels X Provide Community Car Wash Racks X No car wash on-site • Properly Design: Fueling Areas X No fueling areas on-site Air/Water Supply Area Drainage X None on-site Trash Storage Areas X Loading Docks X No loading docks proposed Maintenance Bas X No maintenance bays No vehicle and/or Euip Vehicle and Equipment Wash Areas X wash areas on-site Outdoor Material Storage Areas X No out door storage areas Outdoor Work Areas or Processing Areas X None proposed Provide Wash Water Controls for Food Preparation Areas X No food preparation areas Source control BMPs will consist of measures to prevent polluted runoff.This program will include an educational component directed at each owner and his/her employees or tenant and his/her employees.IThe owners will be responsible to train employees and see that they receive a set of brochures developed by the County's Environmental Health Department. These brochures shall be distributed to each individual condo owner whenever title changes hands. These brochures shall also be distributed to new tenant r— whenever/ifever the unit are rented/leased out. The brochures to be distributed include the following • Storm water Runoff Pollution Fact Sheet; • Storm water Runoff Pollution Prevention Tips. • Storm water Pollution Prevention Yard Work(Landscaping, Gardening, Pest Control); • Storm water Pollution Prevention Pet Waste Employee Training: • All new employees will receive BMP training within the first week of employment • • All employees will receive a refresher training at least once a year 30days prior to October I'of each year. A-14 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • In addition, storm drain inlets will be stenciled,to the satisfaction of the City Engineer,with a message warning citizens not to dump pollutants into the drains. The owner shall be responsible for maintaining all stenciled messages so that they are clear and legible. V.2.1Trash Storage Area All trash container areas shall meet the following requirements: • Paved with an impervious surface. • shall be designed so as not to allow run-on from adjoining areas. • Screened or walled to prevent off-site transport of trash. • Include attached lids on all trash containers that exclude rain, or awnings to minimize direct precipitation. Trash areas inspection and collection: • All trash area shall be inspected at the end of each work day and/work shift. All loose trash shall be picked up and placed in containers. • Collection of trash by an authorized collection company shall be at a minimum of once a week. All trash containers shall never be allowed to be so full as they can not be totally closed. V.2.2Effective Irrigation Systems& Landscape Design This project shall be designed to have timing and application methods of irrigation water to minimize the runoff of excess irrigation water into the storm water conveyance systems. The following methods to reduce excessive irrigation runoff shall be considered,and incorporated and implemented. • Designing irrigation systems to each landscape area's specific requirements. • Employing rain shutoff devices to prevent irrigation after precipitation • Using flow reducers or shutoff valves triggered by pressure drop top control water loss in event of broken sprinkler heads or lines. • Employing other compatible,equally effective methods to reduce irrigation runoff. V.2.3 Parking Areas This project has directed the flow from the parking areas and private driveways to grass lined swales where ever practical and/or Sand Media Filters as required by the City's WQMP,and as shown on the grading of plans. Those areas such as drive way entrances are not able to be directed to grass areas due to the control of off-site street grades. This project according to the developer does not incorporate the use of private roads, residential driveways, dock areas, maintenance bays, vehicle wash areas, outdoor processing areas, equipment wash areas, fueling areas, or hillside landscaping. Pervious pavement/ and or pavers shall be used in the parking stall areas. Pervious pavement was considered for the driveway areas, but due to heavy truck traffic it was considered impractical. The parking lot areas are to be trash and sediment/silt free and shall be inspected daily for trash and shall be swept each week. • The location of each structural Source Control BMP is also be shown on the WQMP Site Plan included in Appendix B. Appendix D includes copies of the educational materials that will be used in implementing this project-specific WQMP. A-15 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • V.3 TREATMENT CONTROL BMPS Complete:Table'3 V31 Treatment Control BMPS The City of Temecula's WQMP requires that priority projects incorporate into the design a single or combination of treatment control BMPS designed to infiltrate, filter, and or treat run-off from the projects footprint to one of the Numeric Sizing Treatments Standards". This project will use three types of treatment control BMPS: • Grass swales (TC-30) • Sand media filters per (TC-40) • Drain Inserts (MP-52) V3.1.1 Bio-filters (Grass Swales TC-30) Bio-filtration swales are vegetated channels and that receives directed flow and conveys storm water. Bio-filtration strips, also known as vegetated buffer strips, are vegetated sections of land over which storm water flows as overland sheet flow. Pollutants are removed by filtration through the grass, sedimentation, adsorption to soil particles, and infiltration through the soil. Swales and strips are mainly effective at removing debris and solid particles, although some dissolved constituents are removed by adsorption onto the soil. (For complete detail of design, inspection frequency and maintenance requirements see TC-30 included in Attachment"F" BMP data sheets) Pollutant Removal Effectiveness Sediment high/medium Nutrients low Trash low Metals high/medium Bacteria unknown Oil and grease medium Organics unknown Oxygen demanding substances low V3.1.2 Sand Filter(TC-40) Sand Filters are designed to treat the stormwater runoff from the 85'" percentile storm for some minimum time (i.e. 24, 36 or 48 hrs) California Stormwater Quality Associations, Stormwater Best Management Practices, Handbook — New Development and Redevelopment(see TC-40) recommends a minimum of 48hrs unless the soil is coarse,Media filters are mainly effective at removing pollutants of concern as shown in the table below (Por complete detail of design, inspection frequency and maintenance requirements see TC-40 included in Attachment"F"BMP data sheets) • A-16 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • Pollutant Removal Effectiveness Sediment high/medium Nutrients low/medium Trash/debris high/medium Metals high Bacteria high/medium Oil and grease high/medium Organics high/medium Oxygen demanding substances high/medium Table V3.1 Water Quality Treatment Volume, below gives the design procedure and size for each Sand Filter. The design is based the procedure for TC-40(see Attachment"F") WATER QUALITY TREATMENT VOLUME Design for Sand Filters Unit Area Area Basin VBMP Depth Permeability Hydraulic Maximum Minimum Desig. (Ac's) Volume Coefficient Retention head Filter Bed Node Time ID in-ac/ac (c.E) d (ft) k (HRT) h (ft) Area(s.f.) A P4 2.13 0.75 5799 3.5 3 0 552 B Y3 1.58 0.91 5162 3.0 3.5 3 0 491 C+D X3 1.59 0.65 3739 3.0 3.5 3 0 356 VBMP see work sheets Filter Bed Area-Af=Vwq(d)/K(HRT)(h+d) Area Af Width Required Provided Length Desig. (sf) (ft) (ft) L(ft) A P4 552 8 69 70 B Y3 491 3 164 164 C +D X3 356 3 118 120 • A-17 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula is V3.1.3 Drain Inserts (MP-52) The locations for this BMP are at Nodes P4,P5, X3 & Y3 (see BMP Map) Drain Inserts are manufactured filters or fabric placed in a deep inlet to remove sediments and debris. There are a multitude of insert of various shapes and configurations. This project proposes to use FloCard and/or equal (For complete detail of design, inspection frequency and maintenance requirements see TC-30 included in Attachment "F" BMP data sheets also the attached manufactures specifications). Table of Pollutant removal provided by FloGard. This BMP is used for pre- treatment only. Pollutant Removal Effectiveness Sediment low Nutrients low Trash medium Metals low Bacteria low Oil and grease low Organics low We have evaluated the use of alternate BMPs to treat the pollutant stressor,nutrients. The WQMP indicates that, "the current published 303d list of impaired water bodies and the nearest impaired water body is the Upper Santa Margarita River according, to the San Diego Regional Water Quality Control Board (see attached 2002 California 303(d) list), impaired by Phosphorous,and the Santa Margarita Lagoon impaired by Eutropic (nutreients).This project is 4.0±miles North of the Upper Santa Margarita River and 34±miles from the Santa Margarita Lagoon. We have evaluated the following BMPs which will treat nutrients per CASQA: I) Detention Basins 2) Infiltration basins 3) Wetlands 4) Filtration All of these BMPs require Targe area and or a Soil Group with a high infiltration rate. The following are our findings: 1) Detention Basins-the site is too small. The project site is basically a fill area and filtration from the basin could cause failures to the fill. 2) Infiltration basin—same as Item I above. 3) Wetlands-again the site is too small and a wetland would have to be designed and constructed.Wetlands would also cause failure of fill,and Vector problems. 4) Filtration-Same as above. The site is not conducive for providing filtration due to fill. • A-18 01/04/06 Water Quality Management Plan(WQMP) Industrial Condominiums of Temecula Table 3: Treatment Control BMP Selection Matrix for Grass Swale BMP from P2-P3, Sand Media Filter at Nodes X3& Y3 Treatment Control BMP Categories(9) Veg. Swale Detention Infiltration Basins Wet Sand Water Hydrodynamic Manufactured/ Neg. Filter Basins(2) & Ponds or Filter or Quality Separator Proprietary Pollutant of Concern Strips Tranches/Porous Wetlands Filtration Inlets Systems(4) Devices Pavement(3)(10) Sediment/Turbidity H/M M H/M H/M H/M L H/M U L for turbidity) Yes/No? Yes X X X Nutrients L M H/M H/M L/M L L U Yes/No? Yes X X X Organic Compounds U U U U H/M L L U Yes/No? Yes X X X Trash & Debris L M U U H/M M H/M U Yes/No? Yes X X X Oxygen Demanding Substances L M H/M H/M H/M L L U Yes/No? Yes X X X Bacteria &Viruses U U H/M U H/M L L U Yes/No? Yes X X X Oils &Grease H/M M U U H/M M L/M U Yes/No? Yes X X X Pesticides(non-soil bound) U U U U U L L U Yes/No? Yes X X X Metals H/M M H H H L L U Yes/No? Yes X X X A-19 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominums of Temecula • 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.cabmphandbooks.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-20 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominums of Temecula • VA EQUIVALENT TREATMENT CONTROL ALTERNATIVES Not applicable V.5 REGIONALLY-BASED TREATMENT CONTROL BMPS Not applicable • • A-21 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominums of Temecula • Operation and Maintenance Responsibility for Treatment Control BMPs Operation and maintenance(O&M) requirements for all structural Source Control and Treatment Control BMPs shall be identified in the project-specific WQMP. The project-specific WQMP shall address the following: Identification of each BMP that requires O&M. Thorough description of O&M activities,the O&M process,and the handling and placement of any wastes. BMP start-up dates. Schedule of the frequency of O&M for each BMP. Identification of the parties (name, address, and telephone number) responsible for O&M, including a written agreement with the entities responsible for O&M. This agreement can take the form of a Covenant and Agreement recorded by the Project Proponent with the County Recorder, HOA or POA CC&Rs, formation of a maintenance district or assessment district or other instrument sufficient to guarantee perpetual O&M. The preparer of this project-specific WQMP should carefully review Section 4.6 of the WQMP prior to completing this section of the project-specific WQMP. Self-inspections and record-keeping requirements for BMPs(review local specific requirements regarding self-inspections and/or annual reporting), including identification of responsible parties for inspection and record-keeping. Thorough descriptions of water quality monitoring,if required by the Co-Permittee. V.6 Maintenance of BMP'S • It shall be the responsibility of the owner to maintain all BMPs so as they achieve the maximum pollutant reduction they are designed for. The owner shall devise a schedule of maintenance and submit to the City of Temecula Engineering Department for approval. This schedule shall include periodic inspections of all Source Control BMP's; all Site Design BMPs;and all Treatment BMPs. All BMP's shall be maintained and inspected: 1) 30 days prior to October I" each year and certified to the City Engineering Department as to their readiness to receive runoff from the annual rainfall season;2)after each storm event; 3) at the end of each storm year, April 31";4)Once during the dry season(May I s'—Sept. 30"') The Owner shall also provide the City of Temecula with and Operation and Maintenance Plan,prepared by the project proponent satisfactory to the City Engineer,which shall be attached to the approved maintenance agreement. The owner will also,provide to the City of Temecula as part of the maintenance agreement an executed access easement that shall be binding on the land throughout the life of the project,until such time that the storm water BMPs requiring access are replaced satisfactory to the City Engineer. V.6.1 Bio-Filters The operational and maintenance needs of a Swale are: • Vegetation management to maintain adequate hydraulic functioning and to limit habitat for disease-carrying animals. • Animal and vector control. • Periodic sediment removal to optimize performance. • Trash, debris, grass trimmings, tree pruning, and leaf collection and removal to prevent obstruction of a Swale and monitoring equipment. • Removal of standing water, which may contribute to the development of aquatic plant communities or mosquito breeding areas... • Preventive maintenance on sampling, flow measurement,and associated BMP equipment and structures. • Erosion and structural maintenance to prevent the loss of soil and maintain the performance of the Swale • A-23 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominums of Temecula • Inspection Frequency The facility will be inspected and inspection visits will be completely documented: • Once a month at a minimum. • After every large storm(after every storm monitored or these storms with more than 0.50 inch of precipitation.) • On a weekly basis during extended periods of wet weather. Aesthetic and Functional Maintenance Aesthetic maintenance is important for public acceptance of storm water facilities. Functional maintenance is important for performance and safety reasons. Both forms of maintenance will be combined into overall Storm water Management System Maintenance. Aesthetic Maintenance The following activities will be included in the aesthetic maintenance program: • Grass Trimming. Trimming of grass will be done on the Swale, around fences, at the inlet and outlet structures, and sampling structures. Grass swales shall be maintained so that the grass is not greater than 2"nor less 1.5 "Grass Swale shall be checked monthly to maintain said length during the rain season. • Weed Control. Weeds will be removed through mechanical means. Herbicide will not be used because these chemicals may impact the water quality monitoring. Weed control inspections shall be performed each month. Functional Maintenance Functional maintenance has two components: Preventive maintenance Corrective maintenance Preventive Maintenance Preventive maintenance activities to be instituted at a Swale are: • • Specifically, if sediment reaches a level at or near plant height,or could interfere with flow or operation,the sediment will be removed. If accumulation of debris or sediment is determined to be the cause of decline in design performance, prompt action (i.e., within ten working days) will be taken to restore the Swale to design performance standards. Actions will include using additional fill and vegetation and/or removing accumulated sediment to correct channeling or ponding. Characterization and Appropriate disposal of sediment will comply with applicable local,county, state, or federal requirements.The swale will be regarded, if the flow gradient has changed,and then replanted with sod. • Removal of Standing Water. Standing water must be removed if it contributes to the development of aquatic plant communities or mosquito breeding areas. • Fertilization and Irrigation. The vegetation seed mix has been designed so that fertilization and irrigation is not necessary. Fertilizers and irrigation will not be used to maintain the vegetation. • Elimination of Mosquito Breeding Habitats. The most effective mosquito control program is one that eliminates potential breeding habitats. Corrective Maintenance Corrective maintenance is required on an emergency or non-routine basis to correct problems and to restore the intended operation and safe function of a Swale. Corrective maintenance activities include: • Removal of Debris and Sediment. Sediment, debris, and trash, which impede the hydraulic functioning of a Swale and prevent vegetative growth, will be removed and properly disposed. Temporary arrangements will be made for handling the sediments until a permanent arrangement is made. Vegetation will be re- established after sediment removal. • Structural Repairs. Once deemed necessary, repairs to structural components of a Swale and its inlet and outlet structures will be done within 10 working days. Qualified individuals (i.e., the designers or contractors) will conduct repairs where structural damage has occurred. • • Embankment and Slope Repairs. Once deemed necessary, damage to the embankments and slopes of Swales will be repaired within 10 working days. A-24 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • Erosion Repair. Where a reseeding program has been ineffective, or where other factors have created erosive conditions (i.e., pedestrian traffic, concentrated flow, etc.), corrective steps will be taken to prevent loss of soil and any subsequent danger to the performance of a Swale. There are a number of corrective actions than can be taken. • These include erosion control blankets, riprap, sodding, or reduced flow through the area. Designers or contractors will be consulted to address erosion problems if the solution is not evident. Maintenance Frequency The maintenance indicator document, included as Appendix B, lists the schedule of maintenance activities to be implemented at a Swale. Debris and Sediment Disposal Waste generated at Swales is ultimately the responsibility of the Property Management Company, Oceanic Enterprises Joint Venture. Disposal of sediments, debris, and trash will comply with applicable local, county, state, and federal waste control programs. Hazardous Waste Suspected hazardous wastes will be analyzed to determine disposal options. Hazardous wastes generated onsite will be handled and disposed of according to applicable local, state, and federal regulations. A solid or liquid waste is considered a hazardous waste if it exceeds the criteria listed in the CCR,Title 22, Article 11. VI.1.2 Sand Media Filter Sand media filters shall be maintained in accordance with TC-40 and shall be tested 30 days prior to October I"of each year during the first rainfall of each rain season to check for clogging and effectiveness of removal of targeted pollutants. If clogging occures the sand filter shall be removed and replaced immediately and prior to the next storm event • V1.1.3 Drain Inserts Drain Inserts shall be maintained in accordance with MP-52 and shall be tested 30 days prior to October I" of each year during the first rainfall of each rain season to check for clogging and effectiveness of removal of targeted pollutants. If clogging occurs the drain inserts shall be removed and cleaned and/or replaced immediately during a storm event and prior to the next storm event. INSPECTION & MAINTENANCE SCHEDULE PREVENTATIVE MAINTENANCE AND ROUTINE INSPECTION TYPE Routine Action Measurement Measurement MAINTENANCE SITE-SPECIFIC BMP Indicator Frequency REQUIREMENTS ACTIVITY Land- Proper irrigation Less than 80% 30 days prior to Re-seed or Re- All slopes and scaping& &Fertilizer. coverage October Ist cath year plant. Repair landscaped areas irrigation Irrigation system arc to have a with-in 5-days. minimum coverage of 80%v Trash Trash free and Daily inspection Remove trash and All trash storage storage removal of silt sill areas to be free areas Daily. from trash and silt at all times Roof drain Trash free and Silt build up of 30 days prior to Remove all trash All Roof drains to &drain remove silt more than I"no October I st each and silt and repair be free from trash filters trash year and weekly any damage to and silt and in good during rain season, roof drains, repair-replace replace filters per filters per mfg. Mfg. guidelines guidelines • Bio-filters Trash free and Silt build up of 30 days prior to Remove trash and All bio-filters to be removal of silt more than 2"no October Ist each year silt—repair and free from trash and A-24 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula trash, and weekly during rain reseed exposed silt at all times, Exposed soils, season areas, maintain grass area to be free dead vegetation, grass height so as Cram exposed soil ponded water, not be shorter and maintained to and excessive than T'or higher proper height, vegetation than 5"remove ponding of water (see TC-30) all ponded water for more than 72 weekly hours maintenance inspections,(Sec will be required TC-30) Sand Trash free and Silt build up of 30 days prior to Remove trash and All and sand media Media removal of silt, more than 2" October I st each year, silt. Replace filter to be free Filter sedimentation& (see Attachment semi-annually and Fossil filters from mash and silt Debris "B" weekly during rain Annually 30 days at all times. specifications) season.Sand Media prior to Octoher Standing water Sand Media Filter I". .Sand Media more than 72 hours Filter(See TC- filter per TC-40 maintenance shall 40) be required Catch Trash free and Silt build up of 30 days prior to Remove trash and All catch basin Basin removal of silt, more than(see October I st each year silt.Replace filters,inlets to be Filters sedimentation& manufactures and weekly during rain Catch basin filters free from trash and Debris specifications) season. Annually 30 days silt at all times prior to October I".. Storm Must be legible at Fading of paint 30 days prior to Repaint All stenciling and Water all times and have or illegible October Ist each year stenciling and/or signs Convey- a clear view. letters or and weekly during rain replace signs 30 once season& days prior to system semi-annual October Ist. Stenciling &Signing • A-25 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominums of Temecula • VII. Funding A funding source or sources for the O&M of each Treatment Control BMP identified in the project-specific WQMP must be identified. By certifying the project-specific WQMP, the Project applicant is certifying that the funding responsibilities have been addressed and will be transferred to future owners. One example of how to adhere to the requirement to transfer O&M responsibilities is to record the project-specific WQMP against the title to the property. Fiscal Resources: Structural BMP's Capital Cost & Estimated Annual Operation & Maintenance Cost Structural BMP Capital Cost Estimated Annual O & M Grass Swales $3,500.00 $500.00 Sand Media Filters $96,455.00 $1,500.00 Funding for the operation &maintenance of the projects BMP's will be paid by the occupants/owners of the Condominiums, funding shall be collected through an association. • A-26 01/04/06 Water Quality Management Plan (WQMP) Industrial Condominums of Temecula 40 Appendix A Conditions of Approval Planning Commission Resolution PA 05-0127 Dated 10/19/05 • • 01/04/06 • MXHU 9T A CITY OF TEMECULA FINAL CONDO79ONS OF APPROVAL PEenning Appilcation No.: PROS-0127 Project®escOption: A Development (Plan to construct three 6ighf Industrial buildings totaling 64,211 square feet on a 5,55 acre site located on the north side of Remington Avenue, approximately 550 feet west of Diaz Road. Assessor's Parcel No.: 909-370-024 MSHCP Category: Industrial DKF Category. Business Park/Industrial TUN Category: IndustriallBusiness Park Approval Date: October 19,2005 Expiration Date: October 19,2007 • WITHIN FORTY-BIGHT(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 Sixty-four Dollars($64.00) for the County administrative fee,to enable the City to file the Notice of Determination with a DeMinimus Finding for the Mitigated or Negative Declaration required under Public Resources Code Section 21108(b) and Calif omia 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 forthe project granted shall be void by reason of failure of condition (Fish and Game Code Section 711.4(c)). 2. 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. G:Wtanningr2DDSIFA05-0127 inclustnal Condominium of TemeWaWlanninq\ANAL OP meso&COMA= 5 GENERAL REQUIREMENTS GNNanningf20D51PAO5-09271ndustrial Gonaonumun of Temecvla\PlannUng\FiNALDP Retro S COAs.doc 6 • �'laruwlrr�g G��JA1rrtVUO�rIIR -4 3. 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. 4_ The permittee shall obtain City approval for any modifications or revisions to the approval of this development plan. 5. The applicant shall comply with the Mitigation Monitoring Program for Planning Application No. PA04-0361 (Exhibit B). 6. Approval of this development plan renders the previous approval of PA04-0361 (Kearny Commerce Center) null and void. 7. 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. S. 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. 9. A separate building permit shall be required for all signage. 10. The development of the premises shall substantially conform to the approved site plan and elevations contained on file with the Planning Department. 11. Any outside wall-mounted lighting shall be hooded and directed so as not to shine directly upon adjoining property or public rights-of-way. Details of these tights shall be submitted to the Planning Department during plan check for review prior to installation. 12. 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. G:Marmm�A06-0177 IndtsWal Condosmk u m of TemsculflVnavd+afRNAL DP Reso&COAs.doc 7 • Material Color Concrete (walls)—Main Body Dunn-Edwards "Bungalow Taupe" Concrete (walls)— Base Band Dunn-Edwards "Natural Bridge" Concrete (walls)—Trim Dunn-Edwards "Antique White" Poll-Up Doors Dunn-Edwards "Bungalow Taupe" Window Frames Clear Anodized Aluminum Window Glazing Vision Systems "Versalux Blue 2000" 13. 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 ail landscaped areas shall be the responsibility of the developer or any successors in interest. Public Works IDepa=ent 14. 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. 15. 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. • 16. All grading pians shall be coordinated for consistency with adjacent projects and existing improvements contiguous to the site and shall be submitted on standard 24" x 36" City of Temecula mylars. Building Department 17. 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 Eights 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. 18. Obtain ail building plans and permit approvals prior to commencement of any construction work. 19. Obtain street addressing for all proposed buildings prior to submittal for plan review. 20. Provide precise grading plan at plan check submittal to check accessibility for persons with disabilities. 21. Trash enclosures,patio covers, light standards,and any block waits if not on the approved building pians, will require separate approvals and permits. 22. Signage shall be posted conspicuously at the entrance to the project that indicates the hours of construction, shown ®glow, as allowed by the City of Temecula Ordinance No. 94-25, • GAP1anaingN2005%PA05-0127 Indus"I Condomb*=of Tem8M1ftU1 a"ng%RNAL DP Reso 6 COAs.doc a • specificafly Section G (1)of Riverside County Ordinance No.457.73,far 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 Holidaysn [sire Depament 23. 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), Califomia Fire Code(CFC),and related codes which are in force at the time of building plan submittal. 24. 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 forthis project, a watersystem capable of delivering 1875 GPM at 20 PSI residual operating pressure,plus an assumed sprinkler demand of 1850 GPM fora total fire flow of 3725 GPM with a 3 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) 25. The Fire Prevention Bureau is required to set minimum fire hydrant distances per CFC Appendix III-B, Table A-I11-13-1. A minimum of 2 hydrants, in a combination of on-site and • off-site(6"x 4'x 2-2 1/2"outlets)on a looped System shall be located on fire access roads and adjacent to public streets. Hydrants shall be spaced at 450 feet apart, at each intersection and shall be located no more than 225 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 9032, 903.4.2, and Appendix III-B). 26. As required by the California Fre Code, when any portion of the facility is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided. For this project on site fire hydrants are required. (CFC 903.2) 27. 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) 28. 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) 29. All manual and electronic gates on required Fire Department access roads or gates obstructing Fire Department building access shall be provided with the Knox Rapid entry system for emergency access by fire fighting personnel. (CFC 902.4) 30. Prior to final inspection of any building, the applicant shall prepare and submit to the Fre Department for approval, a site plan designating Fre Lanes with appropriate lane painting • and or Signs. G:Wtl ng1200u\PA05-0427 bukmtrial Condominium of Temecula%Planning 1NAL DP Reap&GOMAoc 9 • 31. if there are changes to underlying maps then prior to map recordation the applicant shall submit to tete Fire Prevention Bureau a georectified (pursuant to Riverside County standards)digital version of the map including parcel and street centerline information.The electronic file will be provided in a ESRI Arcinfo/ArcView compatible format and projected in a State Plane VAD 83(California Zone VI)coordinate system.The Bureau must accept the data as to completeness, accuracy and format prior to satisfaction of this condition. 32. 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) 33. The applicant shall submit for review and approval by the Riverside County Department of Environmental health and City Fire Department an update to the hazardous Material Inventory Statement and Fire Department Technical Report on file at the City; should any quantities used or stored onsite increase or should changes to operation introduce any additional hazardous material not listed in existing reports. (CFC Appendix II-E) Community Services Department 34. The trash enclosures shall be.large enough to accommodate a recycling bin, as well as, regular solid waste containers. 35. 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. • 36. The Applicant shall comply with the Public Art Ordinance. 37. All parkways, landscaping, fencing and on site lighting shall be maintained by the property owner or maintenance association. • G.V1ann1ng1200.5TAo5-oi27 Industrial Condoarg m of TemeddaNPlanninglFlNAL DP Reso&COAs.doc 10 PRIOR TO ISSUANCE OF GRADING PERMITS GAW nning1200%PA05 01271n0usOial Condominium of TemecWalPlanning\nNAL DP Resp&COAs.do0 11 • P19uning DepeftmW-A 38. 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 Fighting 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. r39 ,, Additional lighting needed to provide one foot-candle of lighting across all parking and drive \ aisle areas shall be provided as pole mounted lighting rather than as wall pack lighting. 40. The Restricted Use Zone (RUZ)of 60 feet from the southwest property line shall be shown on the grading plans. 41. Provide the Planning Department with a copy of the underground waterplans and electrical plans for verification of proper placement of transformer(s)and double detector check prior to final agreement with the utility companies. 42. The applicant shall comply with the provisions of Chapter 824 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. 43. The following shall be included in the Notes Section of the Grading Plan: "If at any time during excavation/construction of the site,archaeological/cuitural resources,oranyanifacts or other objects which reasonabiy 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 notify the property owner of such determination and shall authorize the resumption of work. Upon determining that the discovery is an archaeological/cultural resource, the Director of Planning shall notify the property owner that no further excavation or development may take place until a mitigation plan or other corrective measures have been approved by the Director of Planning" 44. The following shall be included in the Notes Section of the Grading Plan: "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." 45. The following shall be included in the Notes Section of the Grading Plan: '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 surreys,to be compensated by the Project Applicant/Developer. The Pechanga Tribal monitors will have the authorityto 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." • 46. The following shall be included in the Notes Section of the Grading Plan: "The land owner G:Wlarn1ing12005%PA 5-0127 IndusbW Condominium of 7emecWa\P19nNng\RNAL DP Rew$COMA= 12 • agrees to relinquish ownership of all cultural resources, including all Luiseno sacred items, burial goods, and ail archeological arbtacts that are found on the Project area to the Pechanga Band of Luiseno Indians for proper treatment and disposition-" 47. The following shall be included in the Notes Section of the Grading Plan: "Ail sacred sites within the Project area are to be avoided and preserved." 46. The following shall be included in the (Votes Section of the Grading Plan: "CA-RIV 237, a culturally significant sacred site, is in close proximity to the Project area. If significant resources are uncovered during any ground-disturbing activities these resources may be considered to be a part of site CA-RIV 237. if additional culturally significant areas not specifically evaluated in the Project environmental review process are located within the Project impact area, such areas will be subject to further archeological and cultural significance evaluation by the Project Appiicant(Developer, the City of Temecula. as Lead Agency, and the Pechanga Tribe to determine if additional mitigation measures are neoessaryto treat cultural resources in an appropriate manner consistentwith requirements for mitigation of impams to cultural resources and sacred sites." Public Works Department 49. 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 pian shall include all necessary erosion control measures needed to adequately protect adjacent public and private property. 50. 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. 51. 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. 52. 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 ground shaking and liquefaction. 53. 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 studyshali 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. 54. NPDES-The project proponent shall implement construction-phase and post-construction pollution prevention measures consistent with the State Water Resources Control Board (SWRCB) and City of Temecula (City) NPDES programs. Construction-phase measures shall include Best Management Practices(BMPs)consistent with the City's Grading, Erosion • &Sediment Control Ordinance,the City's standard notes for Erosion and Sediment Control, GA21zinning\2005tPA05.01 V Industrial Condominium of Temecula\Planningv-1NAL DP Reso&COAs.doc 13 • and the SW RCS General Permit for Construction Activities. Post-construction measures shall be required of all Priority Development Projects as listed in the City's NPDES permit. Priority Development Projects will include a combination of structural and non-structural onsite source and treatment control BMPs to prevent contaminants from commingling with stormwater and treat all unfiltered runoff year-round prior to entering a storm drain. Construction-phase and post-construcfion BMPs shall be designed and included into plans for submittal to, and subject to the approval of, the City Engineer prior to issuance of a Grading Permit. The project proponent shall also provide proof of a mechanism to ensure ongoing long-term maintenance of all structural post-construction BMPs. 55. 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 56, The Developer shall complywith all constraints which maybe shown upon an Environmental Constraint Sheet(ECS)recorded with any underlying maps related to the subject property. 57. The Developer shall obtain any necessary letters of approval or slope easements foroff-site work performed on adjacent properties as directed by the Department of Public Works, 58. 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. 59. 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. • G4PlanNng)20057AG"%27 Indusbial Comtamw=of Temea'AmPEanningTINAL DP Meso 6 COAs.doc 14 PRIOR TO ISSUANCE OF BUILDING PERMIT • WPlanninq=WPAO"127 Industrial Condominium of 7emewIMPFVminglflNAL OP R=i 6 COAs.doc 75 . Manniing aepagtment 60. The Restricted Use Zone (RUZ) of 60 feet from the southwest property line shall be shown on the construction plans. 69. The following shall be included in the Notes Section of the construction pians: "The Restricted Use Zone(RUZ)of 60 feet from the southwest property line shall be staked in the field when the building footprint is staked so as to confirm the location of the building outside the RUZ. 62. The applicant shall submit to the Planning Department for permanent filing two(2)8"X 9 0" 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. 63. Trash enclosures shall be provided to house all trash receptacles utilized on the site.These shall be clearly labeled on site plan. 64. All downspouts shall be internalized. 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 pian, or as amended by these conditions. The location, number, genus, species, and cuntainer 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: is 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 soits report with the construction landscape plans. d. Detail of outdoor employee eating area. This area shall include a trellis with appropriate vines to shade the outdoor employee break area, decorative furniture and hardscape to match the style of the building subject to the approval of the Planning Director. e. One (t) copy of the approved grading plan. f. Water usage calculations per Chapter 17.32 of the Development Code (Water Efficient Ordinance). g- Total cost estimate of plantings and irrigation (in accordance with approved plan). h. 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 cavy out the detailed program. 66. All utilities shall be screened from public view. Landscape construction drawings shall show and label ail utilities and provide appropriate screening. Provide a 3'clear zone around fire check detectors as required by the Fire Department before starting the screen. Group utilities together in order to reduce intrusion. Screening of utilities is sotto look like an after- • G1Planning=s1PAo6-o1z7 hidmidal Condominium of Te eaila{Plannhg\RNAL OP Reso&COAs.tlx 16 • thought. Plan planting beds and design around utilities. Locate all light poles on plans and insure that there are no conflicts with trees. 67. Building plans shall indicate that all roof hatches shall be painted "International Orange". 68. 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. Pub4ic Works Deparsmnent 69. 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, 603, 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. 70. 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 Remington Avenue (Principal Collector Highway Standards - 78' FUW) to include installation of sidewalk,drainage facilities,utilities(including but not limited to water and sewer). 71. The Developer shall construct the following public improvements in conformance with applicable City Standards and subject to approval by the Director of the Department of Public Works. a. Street improvements, which may include, but not limited to: sidewalk and drive approaches, storm drain facilities, sewer and domestic water systems, and under grounding of proposed utility distribution lines. 72. The Developer shall vacate and dedicate the abutters rights of access along Flemington Avenue pursuant to the new location of the driveway. 73. 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. • GAPlan kda0051PA05-0127 hidust lat Condominium of TemecWa\Mmning\FINAL DP Resp&COMA= 17 • 74. 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. 75. The Devefopershail obtain an easement for reciprocal ingressand egress overthe adjacent property for the joint use driveway. 76. 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. 77. The Developer shall record a written offer to participate in, and waive all rights to object to the formation of an Assessment District, a Community Facilities District, or a Bridge and Major Thoroughfare Fee District for the construction of the proposed Western Bypass Corridor in accordance with the General Pian. The form of the offer shall be subjectto the approval of the City Engineer and City Attorney. 78• 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 Department 79. All design components shall comply with applicable provisions of the 2001 edition of the California Building, Plumbing and Mechanical Codes; 2004 California Electrical Code; California Administrative Code, Title 24 Energy Code, California Title 24 Disabled Access Regulations, and the Temecula Municipal Code. 80, 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. 81. A receipt or clearance letter from the Temecula Valley School District shall be submitted to the Building & Safety Department to ensure the payment or exemption from School Mitigation Fees. 82. All building and facilities must comply with applicable disabled access regulations. Provide all details on plans. (California Disabled Access Regulations effective April 1. 1998) 63. Provide house electrical meter provisions for power for the operation of exterior lighting,fire alarm systems. 84. Restroom fixtures, number and type, to be in accordance with the provisions of the 2001 edition of the California Building Code Appendix 29. 85. Provide an approved automatic fire sprinkler system. 86. Provide appropriate stamp of a registered professional with original signature on plans prior to permit issuance. • GAPW Nr02DM'PA05.01271ndusVial Condominium of TemewIMPlanning\RNAL OP Reso&COAs.d= is • 87. Provide electrical plan including load calculations and panel schedule, plumbing schematic and mechanical plan for plan review. 88. A pre-construction meeting is required with the building inspector prior to the start of the building construction. 89. Show all building setbacks on plot plan. Fim Department 90. Prior to building constriction, 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) 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 bythe 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, 9012.2.2 and National Fire • Protection Association 24 1-4.1) Community Services. Department 93. The developer shall provide TOW verification of arrangements made with the City's franchise solid waste hauler for disposal of construction debris. O:\Plnnnfn DDSPA05-0127 Industrial Co-ldorNnivm of Temecula\PlanrrNViNAL OP Reso&COM.Ioc 19 PRIOR TO RELEASE OF POWER, BUILDING OCCUPANCY OR ANY USE ALLOWED BY THIS PERMIT G:WaningeW54PA0"127 lnduswW Condominium of Tema ia\PLi ming\PWAL DP Rano$COAs.doc 20 Manning Depammem 94. 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 the covered mansard roof element or other screening if reviewed and approved by the Director of Planning. 95. 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. 96. 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. 97. Each parking space reserved for the handicapped shall be identified by a permanently affixed retlectorfzed 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 is height of 80 inches from the bottom of the sign to the parking space finished grade, or centered ata 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 951696-3000." 98. 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. 99. 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. 100. All of the foregoing conditions shall be complied with prior to occupancy or any use allowed by this permit. Public Works Depaatarnent 101. As deemed necessary by the Department of Public Works, the Developer shalt receive written clearance from the following agencies: a. Rancho California Water District G:1P1anNng%20051PA05-0127 bxk* W Condominium of TernemfaWlanninOMNAL AP Rem 6 GOA&doc 21 • b. Eastern Municipal Water District Q. Department of Public Works 102. 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. 103. 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. Five Deparbnent 104. 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). Fere 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) 105. Prior to issuance of a Certificate of Occupancy or building final, "Blue Reflective Markers° shall be installed to identify fire hydrant locations. (CFC 901.4.3) 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 properly. 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. Single family residences and multi-family residential units shall have four(4) inch letters and/or numbers, as approved by the Fire Prevention Bureau. (CFC 901.4.4) 107. Priorto 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 priorto installation. (CFC Article 10) 109. Prior to the issuance of a Certificate of Occupancy or building final, a"Knox-Bax" 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 fire sprinkler riser door. (CFC 902.4) 110. Prior to the building final, speculative buildings capable of housing high-piled combustible stock, shall be designed with the following fire protection and life safety features: 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. Buildings housing high-piled combustible stock shall comply with the provisions California Fire Code Article 81 and all applicable National Fire Protection Association standards. (CFC Article 81) G.Tia ming\2WS1PA45-0127 indwbtal Wndominium W TemewlaWlanning\RMAL DP Reso&COAS.doc 22 111. Prior to the issuance of a Certificate of Occupancy or building final,the developer/applicant shall be responsible for obtaining underground and/or aboveground tank permits for the storage of combustible liquids,flammable liquids orany other hazardous materials from both the County Health department and Fire Prevention Bureau.{CFC 7901.3 and 8005.3} 112. Prior to issuance of a Certificate of Occupancy or building final a simple plot plan and a simple floor plan, each as an electronic file of the .DVVC format must be submitted to the Fire Prevention Bureau. Alternative file formats may be acceptable,contact tire prevention for approval. Ci1Plammn912005TA05-01271ndusfriai Condominium of TemecWa\PW mingWNAL DP Reno&COA9.doc 23 OUTSIDE AGENCIES GlPlanniNM05\PA05-0lZ7 Industrial Condominium o9 TsmecuWPlarnng%RNAL DP Aeso&ODAs.doc 24 1 113. The appficant shall comply with the attached letter dated May 2. 2005- from the Rancho Cal'rfomia Water District. 114. The applicant shall comply with the attached letter dated May'7, 2005 from the Riverside County Flood Control and Water Conservation Distnct. By placing my signature below. I confirm that I have read, understand and acceDt all the above I 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 partment a proval. App ant's Signature Date Applicant's Printed Name • G.�P ming120051PAp5-0127 Industrial Condominium of TemeaWWaming\FINAL DP Paso 6 COAs 25 • May 2, 2005 �I UN I Stuart Fisk, Prajece Planner C@ty of Temeeula MAY 0 6 2005 In Planning Department I Post Office Box 9033 Temecula, CA 92589 - 9033 St'JI3MCT: WATER AND SEWER AVAILABILITY INDUSTRIAL RI(AL C211itI@®AMYNRUMSg�OIP EMIECU LA Y,eeidcnf Ho PARCEL NO. 2 OF PARCEL MA NO. 23657-1 BeR rt Drake APN 909-370-024; PAO"127 Stephen J.Corona (IN DUSTRiAL CON DOMIIVPYJMS OF Y EMECU LA, 1LLCJ RaiPh ILDaily bear Mr. Fisk: lsk: Li a Xlermon John�„aegend Please be advised that the above-referenced property is located within the Mleheel R.RlnMilfap boundaries of Rancho California Water District (RCWD). Water and sewer service, therefore, would be available upon construction of any required on-site f ori: and/or off-site water and sewer facilities and the completion of financial Rrisp J.Brady arrangements between RCWD and the property owner. Gemrel[deiugr PhNI:p 1—Fa•6es If fire protection is required, the customer will need to contact RCWD for fees Dircc�of Finance Treasere, A.P."enh•l.cmais and requirements. D+r«Wr of rsnpixenns Pe+y Xc.LORa. Water availability would be contingent upon the property owner signing an °" a dPanapa Agency Agreement that assigns water management rights, if any, to RCWD. Jcft D.ArmauvRp Gontmlk i u,.a.+n.Paeeoaa This project is a commercial condominium development, with individual I D str Rs a n y/Admin Yau t building owners and an Owner's Association maintaining the common property "�°6uagr and private water, fire protection and landscape irrigation facilities. RCWD R60a.&Rn�e LLP requires that the developer include a Reciprocal Easement and Maintenance jcenm.l cednna Agreement for these on-site private water facilities, as a condition of approval � for the project In addition to this agreement. RCWD would require individual I water meters for each condominium unit. A Sewer Release Form should be received from RCWD prior to construction permit issuance. If you should have any questions, please contact an Engineering Services Representative at this office at (951) 296-6900. Sincerely, I I RANCHO CALIFORNIA WATER DISTRICT Dev el G."Meyernp2ter, ayem P.M ��r�J i Development Engineering Manager OSUvfM:nc0891FEG y..r ox.k. CIra TAANC CiNYA £ WnTPR c: Laurie Williams,En,neeriRe Services Supervisor 5 � otsr[ucr \. pnehv c:ak+e pt.weenD ct ....,e ar....i,...,.. FAx f95 t1'C]bf864 R�md Pint Alf.0✓ 90IT • Temeeu4a.C'alifurrua 9LO K3 f991 'LW+i9efl iLREN D. WILLIAMS dAIv15 oaa5; loo` '?J5 %i4ARK 1:T aM YManager-Chief Engineer �:/ °moo,, RWERSIDE,CA 92501 / `� `,f, L t — 9519.55.1200 f� I 95L7,".99b51`AX 104891.1 RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT May 17,2005 City of Temecula MAY Qj 2D45 Planning Department Post Office Box 9033 Temecula. CA 92589-9033 Attention: Stuart Fisk Ladies and Gentlemen: Re: PA 05-0127 The District does not normally recommend conditions for land divisions or other land use cases in incorporated Cities. The District also does not plan check City land use cases, or provide State Division of Real Estate letters or other flood hazard reports for such cases. District comments/recommendations for such cases are normally limited to items of specific interest to the District including District Master Drainage Plan facilities,other regional flood control and drainage facilities which could be considered a logical component or extension of a master plan system, and District Area Drainage Plan fees (development mitigation fees). In addition, information of a general nature is provided. The District has not reviewed the proposed project in detail and the following comments do not in any way constitute or imply District approval or endorsement of the proposed project with respect to flood hazard, • public health and safety, or any other such issue: The entire boundary of the property is within the 100 year Zone AE floodplain limits for Murrieta Creek as delineated on Panel No. 060742-0005B dated November 20, 1996 of the Flood Insurance Rate Maps issued in conjunction with the National Flood Insurance Program, administered by the Federal Emergency Management Agency (FEMA). A District flood study in 1987 determined the base flood elevation for the master plan flow rate of 28,500 cfs to be 102436(NGVD 29)at the location. The U.S. Army Corps of Engineers along with the District and the Cities of Temecula and Murrieta are working on the design of the Murrieta Creek Flood Control, Environmental Restoration and Recreation project (Project), which has been Congressionally authorized. The proposed development is located within Phase 3 of the Project,which is scheduled to begin construction in October o, 2006 pending Federally afiucareu funding. Questions regarding the Project may be addressed to Zully Smith of our office at 951.955.1299. Until the proposed Project has been constructed, all new buildings should be floodproofed by elevating the finished floor minimum of 12 inches above the District's/FEMA's floodplain elevation of 1024.36. This project is located within the limits of the District's Murrieta Creek/Temecula Valley Area Drainage Plan for which drainage fees have been adopted; applicable fees should be paid prior to the issuance of building or grading permits. Fees to be paid should be at the rate in effect at the time of issuance of the actual oermit. 94891.1 Mr.Stuart Fisk -2- May 17, 2005 Re: PA OS-0127 OEiNERAL RNIFORMATi'IION This project may require a National Pollutant Discharge elimination System (NPDES) permit from the State Water Resources Control Board. Clearance for grading, recordation or other final approval should not be given until the City has determined that the project has been granted a permit or is shown to be exempt. If this project involves a FEMA mapped floodplain, then the City should require the applicant to provide all studies, calculations, plans and other information required to meet FEMA requirements, and should further require that the applicant obtain a Conditional Letter of Map Revision (CLOMR) prior to grading, recordation or other final approval of the project,and a Letter of Map Revision(LOMR) prior to occupancy. The applicant shall show written proof of compliance with. the Multiple Species Habitat Conservation Plan (MS)46P) for any drainage facilities the applicant proposes to be maintained by the District. All applicable CEQA and MSHCP documents and permits shall address the construction, operation and maintenance of all onsite and offsite drainage facilities. Draft CEQA documents shall be forwarded to the District during the public review period. If a natural watercourse or mapped floodplain is impacted by this project, the City should require the applicant to obtain all applicable Federal, State and local regulatory permits. These regulatory permits include, but are not limited to: a Section 404 Permit issued by the U.S. Army Corps of Engineers in compliance with section 404 of the Clean Water Act,a California State Department of Fish and Game Streambed Alteration Agreement . in compliance with the Fish and Game Code Section 1600 et seq., and a 401 Water Quality Certification or a Report of Waste Discharge Requirements in compliance with Section 401 of the Clean Water Act or State Porter Cologne Water Quality Act, respectively, from the appropriate Regional Water Quality Control Board. The applicant shall also be responsible for complying with all mitigation measures as required under CEQA and all Federal, State,and local environmental rules and regulations. Very truly yours, af— cv ARTURO DIAZ Senior Civil Engineer C: Ron Parks,City of lPemecula Zully Smith, RCFC& WCD • Water Quality Management Plan (WQMP) Industrial Condominums of Temecula • Appendix B Vicinity Map and Site Plan • • 01/04/06 E E \/ -- f/--- /-- _ y9s \ t x i u;. ti _. - � u Off✓ / +I � V�+ I� I r MUM ETA - I 15 F s� IJ M / / I " r E-M U I w Ell f I • '. �W MCNiUq � cin r -.. R� �� ., - `% t -e o OEC ORO ' ' +• r,:' i ;wa. +aiv. `RANCHO LALIFORPIIA = _ t* 330 �•36'33", 117028''27�",crxC 33°36'33", 116056'37" frrYf sj�Ie 1,A, y.-..• kv �\ \R"'` x � �•tQr a-71277,4 `. ��MC1 Tr #a g ` { I 0 vo r1t7x V. c " U •. 27.06 7 � 'S� Lk`v'1� " Q + "f , % ' "�i 4� I t l J '�. �tl ` v' L j J`/' `,`.. �t,.� ee7-71:llj' z " "`coc��a L ` \ � G` 1 i.�� i y ' l �� S" Ltt ~ ° 179 � Y~� - -� alb k . j6, 5�1 .:,NQh� �!t >,r t�►t.�a '� .� 0 ,��, fi spJ1 .f VS'. ' '(! a>tQ '' l 7. �� // i -INDVA' rll t/�- J�,J" �,`d'T: `y' o �- \ l-. -" �i t o ,� LS:o ' (moi C��l�'r�_i ��\!�Zl•t M. au K! l �F2!N1-d1�„'(y� COD}r`�Tvr RL'$ 1 •. / 176 V 'v,(l �� c c ,� ��% ' . c� `n\.• I ti I �(, an Luis 5 r ; a . wTrc =. Oc an ad }��`r'yY;n"A'if 6\4t1�y�} i k �' O n Y�/ ! `� �j(. _� t .l n ',tJ.✓ y/ o l\y"�� 33°09'04", 117°28'27" 33009'04", 11605637" TNMN 5 0 S 10 MILES 319 0 Printed from TOPO! @ 1997 Wildflower Productions (www.topo.corn) Igy��M4p5�9 ra' .'s'smaExw crcuw7 ; 0 � � ' 4ANN 4W HA119� 1 MI IX \nP0�P2 9WI019.6a.M:d?=10}211q _� ..; f � R�� RI.CF cava sxuc Tar a covccrm aEcnr m �inw nmr � w546 MEcasr rim x2r F I.� i smfir paw. 21 5(pf M 1 PW£P21R0 PM ��.a (\ IV-IOP74;wr:=IM00 P C{ Y Lf PIN C IN � AL� iPTN I5a'-1,1�M,•6^00.51 wA'sAEn S,wc _ � A M� NTAL•C `� a o scauJ9A9e LEGEND: r drm NA45317 W 61698' IQF9.N �3 $` 4(TagrENy� CONCRETE PAMNG(ONIKMAY/9DEWWX) RECTION s4 aro sx Cq WIAm 9CML �_' 4 01 I WPFANOOS P.C.Q.PWBI M. <4 \R 0 4 Tf Rr 5 '.Bd { ' } Ca OAA XA1FE lPWWWG) 2 { < d ?. v Q 4'F' t6 4 vAaas -'-c f! eB n ? A [ E\ h 6 M1 wPOW016 PY.0 PAMuwr 6-P •P.CC twd \C. M!ry '' .3" 31' &6 1 \�61 T U4A IN1AF(pmE 6W 8W U� .nA ro N,E ,' y6v� 3. �Y6INL loll y�° A5 I' 8'2 ' P.G(P.Vd PINING 41 7ik ' ..5. •... ,... &' .i IC' 'iLy I 9ATM.R Yl MI t£Y.G&aE S RECTION B-R n � €\ \ �� a, a °�''a� I nor m scut �.�� a�. e R R R Pcc Mow' BEY 6' fr Nll9EY IX11a a aMOE u ¢s 3 C .. mxr caw C @ rwl.m - (MarAa1 - PAIIR PABBc' a�9};` f' (mr'_u) (s - rs �r ,c ITR9m OfUl 1J' a _ e al' _ IOI69i w� s'pE rtMOWrtD PIC IM.I6aRw e'P.cc asm " 1 "�. -.1d9� I tia.. ... 6J9)R. rs s' JEax avwnm sYmNrc(rroFxl E> oram aArx) A i 3Yv 1 W/4 Poinomom PAC I WWI W RECTION M M . .. ._ �® .a� \ PFIOPOB®�D��K1•A' a Qom}. T.�Sfi. : + ir•16I200 F* 1010{3.75 CFS nal m SWE r a P[rmA 9 0 MANINw'a AU o" ax�?, I M � ,, n10 -ssoCFS BECTK)'I C.-Ci n°cvancAaAs°°�Eoo nm EN' '`O.Ui 'b- +° • �g� 4 kA• r1 c ! � r 's�,:. C� ,aj�� W � �� .�" a � 6 �'" R�a� ,K.l ,y: _ �``� . .;''x �_ Sy. m H„ M ¢ \ f+ \ f' ;. \ €� t5 \�h P'/f+ is til - - g Zvi D 20. 'l. SELAM IFiIM•1 F L7 fOD S 4•ni ' ��' y5,1 IR116 A1GIlT IfMS6lP .c Ado p r m gZ{ d 6 e AG PAIflQ'I 12' IP' 6' 6' MIYGRIC IWY j§ I - _ � 3 SMn.I 1 I.PPGG qpT < PROPER®E11LDlKi'R' � NNNJJJIII---�� Aswa 'r 4 rtA wm r r ax' PEDERTRM ACCESS RAMPS 1oom � o- `I I, r � Ei sar �sar� fiE ''� � TL ra4A dsY + _a rdP i 6asE caaa p s3 �I; Ana• A" <��. r0 I RECTION D-D y y tz rT ow»9Y amx 4 ` t T (nPCA'J I Tar m ssvc �XF t tt$ t 5/A I6Ca No yy a- IA t n.2s 9 _ B \079 We P.GG aR0 NBliliS m DE s'NICU *smucTURu sccnOx a P.c c.PAM)IFNr sxAu u py 1IMAN 9 .y .,, _ II �. \ a UNI£55 OMDiWISF XaIED. BE PER TIE SOR6 ENGINEER 5 RECWYFNOATW �•.( �-'I"-h=ly4yy a _ ,-,�, 0.56fYA+`+' .;F:IWIE' xW�_ L'G ...-o-' r P.LC.OMA NOATIE TIN Dm\ES NIDTIW WIDADING AREAS„e .: .cc ,uti.� VW-At I axW, IM PEDFBTAIAN ACCESS RAMP _ ve DP n x�t a 9 m ' b "pc,, I I y Ip!m SOME o M .' $ PLANS PREPARED BY. SPEAR Sa ASSOCIATES, INC 1055 12' I 475 PRODUCTION STREET, SAN MARCOS. GA. 92078 10 0 _ 104 PHONE (760) 736-2040 FAX (760) 736-4866 �[ •_ r Underground SwMcr Alert 1 �, p\. \ ry lincre�Jtl `� Ex GURb. BIININNG AND SAFEtt Call: TOLL FREE _� EmT.PNAi-mE �. N m I\9OE , I TTXREMEWD FOR COMPLIANCE WI T 1-800 /./ \-\- mn r I r1 I\ I 1 A�OWD BBT. ACCES9BUTY ONLY {22-{I33 J�5 0 JO 60 90 n -� TNN N \ 11 I NAPE OA1E SCALE: 1" - 30LD05-2MM . CONSTRUCTION RECORD DATE BY I REVISIONS DATE CC' BENCHMARK SEAL Designed By Drawn By Checked By DRAWING NO. SCALE p{E�rqr RW RECOMMENBED By. Dal. CITY OF TEMECULA DEPARTMENT a PUBLIC WORKS c�l�alo. HORIZONTAL ��'tb�4s PlNB PREPARED UNDER THE 9JPERMS01 a ACCEPTED BY. DeW PRECISE GRADING AND EROSION CONTROL PLAN In;xlar SEE SHEET I AS NOIEp R.NW DEPUTY J.PARK$ IND IQTR A I /• ONDOWNIUMS p p Dale FOR a ENME OF PUBLIC Y�gB(B 02 p.. r I,IJVO I ELMF VECULA IIIA A 05- MAncA1 rorn mOIAAD W.HMTEY Eai Ott EADNEER �, ;W.:� pp PA 05-OW Oule Cunplete6 N/A 4?a:CALM R.GL NO. mN E�g4w 9-�07 R.CL NO. 197" EV4w 9/]0/07 �... PARCEL 2,PTA MW-1 .E- 3 OF 4 IMPERVIOUS PC, PgFNwE LE�V G ' vE�rArtu SWE (rcao) VEGETATED SWALE (TC-30) VEGETATED SWALE CTC 30 6' P.C.C. IANDSCAPING D ROUE DRAMS SI rr aty�5�,e $moo �yo"yckb� Ion yEyy - swo us0w ntTws gc-Au1 Nk 8' P.C.C. `t' 'o- DRNx wsERls AND atCn arsw slwauxc INP-52) dya p"+ m 4 � o o2.54 CFS ONSr2 OETDIIIOH (PONDING MEA) Av Owg A 3 O,N,N M 19,00 P �NOUNNG ROCS TOP 2 v50 N �I Av P4mad-S AvQ 2, 50 £1010=4.25 CFS a ` �ENMG A. CURB saPE�'1NQ .M II xar axws shut nor Bc cwaxc ExTEcnr ro ` y1l - sroRA ueCn. � j\ - - F vRanx srcnsxux ae uBErwe w au smeu axw NMI \ o ' - - v I _ 0.25 A �� ` mm AND arca SURZ Rowse mE reCAEcr ANSI x2m I � � 0.40 IAC, - � � .. � � _ _ � � .:� AC. � P.PoMRI2NE u UAV[ Of u AS X0 DUINME r Ar£ tom{ �' Otani srRFAYJ Aer/m 6eRivecet rcaa m Asixtotor ` 1 l L UEsu D FI ,, MWACroBr m 2BE cm ENCANEER - smrcxlxc OF 6181 ANY um eE REOLl4EO n swVA5H ' ri "' RptF DRAA LANDSCAPING �r _ a fnri,nl/ I i 2.1 Ate. { PROPOSED BUILDING A r 0.71 AC. f- � I I { a 0 zB3 FOR SECTKM AND DETAILS PLEASE REFER TO SHEET 2 I _ zz Ilc g QO2 2 ey ls � �O4 FWF ORNN 2gOo ' � i � cF eoQ� 0 Q , �'-� of � D g v�y 2 I 1.58 AC. B- a trn Ac. D o o _...._ P1 — 1 g "I'm AIIeweewee oI I � O JO 15 0 30 60 90 PROPOSED &11LDING IF \\ SCALE 1 " = JO' DI 0.16 AC. ao-n rmR � 028 L: Q LANDSCAPING ' ROOF DRAM,, R ICALJ Rwa �oararoma PO I T !=-. I�, li, .. �' _, SSI I I w. � . r 2bGrwb" ByRur / IY r^,^ � � '' �. I I � / ® � � ' DING LIMIT swou+ eaeAw XQ tstz _ \ i Ant p,07'o r — Nebf PlM ro SryaJ wa+.a�Raus (nem. U M 4 ,am e� 1 d3��GF Q� 1.43,AC. TOP VIEW � �ao. ,a., -'""'"".,,e 023 AC. z'o ocOooG,.-< 0.64 Ado �o 'o, naso Amx+ dmn dr CaenDat , ffit I �a Ur'4rmh Bypass VI /� 1 �rt�I A M9 dP 0 ��yy��b�lpm WEdlan _ _ v ibM^ xu1Ar ,bM'rvld ) Polero P, 3 r.. l 5 FDv mr1Wm e R i, 0. Mme vnNp mp m Dery 6"E 510 °0 .. r w Rax Parr.•. a ottI ee mmdma,m, ,.m,,,wde m,. r I LANDSCAPING SAND MEDIA RLTER (TC 40) pabf F Pwa LO-0AW HLU9 NU@ r `- - �- aAraNre tial;,, SIDE VIEW .� LD05-2DOGR CONSTRUCTION RECORD DATEI BY I REMSIONS IDATEIACC'q BENCHMARKSEAL pr Designed By Drawn By Checked By ORAMNc rvD. SCALE (,(EESSr V Dlf JRZ RMI RECOMMENDED BV, Data: CITY OF TEMECULA DEPARIDJENT OF PUBUC WORKS HORIZONTAL RAb PLANS PREPARED UNDER THE SUFERASON OF Contractor— - 5 ' ACCEPTED Bc Datr POST CONSTRUCTION BMP LOCATIONS & DETAILS 1 E HEFT , "°�° RIfta"' -- Date "°"A° ' PARKS DIRECTOR INDUSTRIAL CONDOMINIUMS Inspector VE TO . C VA, RICHARD W. HAnner °aa CIttI ENGn<ER°F vua�c wwxs - Dote Completed x/A B DECute R.GE, ND, 2093PR.0 3A Exam 9-30-02 OF 2i PM 28 PA 65'0127 .E. N0, 19IM EWIr� 9/30/02 PARCELL 2 PM 28657-1 SHEET 1 C£ '1 70'x8' SAND MEDIA FIL TER �� Al „ � Gj - 4'x5' STORMDRA/N CLEANOUT W/4 PERFORATED PIPE 36 x48 PRE CAST YARD INLET 6 RIM-1029,80 /NV. OUT=1022.12 E ®STAN.. 'C' TG=1027,45, INV,=1023.DD 150' • Z 48” CSP 0 0.59' � � � ' � ) 1030.60 � �` � 1029,8D SHEET 2) 1030,DD O N r F5 --- .J FS i� /2 �..�. __._ .. _._r_r.� ---- -�. _ .�_ _ �...._. _._.�__. __, r....r�.� _ �. ,� . ....r.. �.�. �_._.....r_ ..r. P � 1028,15 6 .C.C. CURB 2' 6 �2' FL r W/ OPENINGS AS 1 D.509' 1027,84 t EX. GRADE —w- r SHOWN ON PLANS F -----� �-- FL ', `• - �• r � � �� ' z ��Z_y LAT 3' CURB-OPENING PEN/NG .� �I J �� - "r � 72-24 3 CURB 0 r- t f HDPE 0 0,59' f .r P soh -. — ---- a � o ..- coq 001 2.1 SLOPE �. �,� 0, 07 �. o� o, „ j P.C.C PAV/NG o I `1� �, •�, o• 'moo " p`L aq �o �C o (D6 CURB ��• �� yo '� (PARKING) GRA5SL INED SWAL E to o P,C . PARKI STALL 7 SECTION A A �� ' � DETAIL C Q P♦C C DRIVE ISLE—" �o p NOT TO SCALE d 't� UNDERGROUND DETENTION PIPES - , •oo PLAN VIEW R. NO SCALE I VARIES „ 6 P,C.C CURB SEE DETAIL 2 36 x48" PRE-CAST YARD INLET UNDERGROUND DETENTION 4'x5' STORMORAIN CLEANOUT TG=1027 45, INV. 6 ACCESS MANHOLE =1023.oo RIM=1029,8D, INV OUT--1o22 12 ---.� 1027,80 6" LAYER WASHED GRAVEL FL FIL TER FABRIC C 8" THICKENED ` ,*f' ,' ' ` 4 8 ORIFICES PAVEMENT ' ' ---- ------------------------- -- LOW ► r / /��``,1[' R� if : a . . o o CCS L/\i G/VIDE q ` . r e r 'f.. a r ,: �, [ I ,• t f / f f / f f/ ,`' / r P,C.C PAV/NG , F , , tMED. SAND ' �♦ 1 '� r N ° � r r'• e n: z t' r r-Yr,. r. r e 1 r :d _r � / ri /J 1 DL 4,62 (PARK/NG) --- --- ----- - -- f;\ i WASHED GRAVEL FL ♦• , , F 721-24" HDPE ! 00.570 d 3 SECTION 13�13 FIL TER FABRIC r 0.590a NOT TO SCALE 1023.80 •,.,'�� .,. • .;, r, , h \ / ., . ,�. r r i r ♦ rr, r, r. EX, GRADE INV. IN IMPERVIOUS „ �.. � � , ,,, ,.,. ..,.� ,., , , f� - ,�� E BRANS 4 DIA. PERFORATED ��, 1023.1 D \ F �`•.14�� , , , i Dr 5'-48" CSP 0 0,59' CONCRETE OR PVC UNDERDRA/N, SLOPE /NV OUT 150 1022.22 `� t' 3 23, COMPACTED HEAVY UTY 1/8 PER 12 MIN. 1 D.5'-48" CSP 0 D,5q' E �N ' " ►, SUBGRADE 4 1 W R/F/CES FL �. •---- ._ � \ , 6 P.C.C.P,C C CURB (TYPICAL) PLASTIC 70 1,O9' MIN, UNDERGROUND DETENTION PIPES FOR OUTLET CONTROL NO T TO SCALE CONTINUOUS BEAD OF \- 5' MEDIA FILTER TO BE PAVED WATERPROOF SEALANT_ _ _L_ CHANNEL 1 x 1�--1/2 /D „ 1�" HEAVY—DUTY TRAFFIC GRATE OVER FOR A,D.A, ACCESS ! SID WASHER 12 h x 6'W CURB „ T \ J1141'X# 1-11401 LAYER WASHED GRAVEL NO GRATE THROUGH PATHWAY 8" THICKENED BOLT ( ) PA VEMENT 1029 85 FILTER FABRIC �.�._� SEE DETAIL I P.C C PAVING 29.85 �? :�::`: I TG D,59' 0,57 (PARK/NG) 1 to c� �, .s r ..--- TG ci: 2 wEIR • .`.' ' 8" it „ PAVEMENT ; ------ — -- ---� ---- �� 8 THICKENED 6" LAYER WASHED GRAVE' f, r _ ,�w, r Y ��'-` PAVEMENT v I I co C-C SAND.=. r r `?r SEC110N r 'ti.ti. .' '_ h J 4" ti v r,. - r. `yE'i ;.n.. r. .,• r <' •",c- {:r'✓ r ',r' t t.: i t :;,' a 'fir. r - •..t4 .i.! • ' j: • , O FILTER FABRIC - k � � . ►_ i .;, - PEN/NGS PER PLAN NOT TO SCALE .. = ----------- - CURB ----- --- - MED, SAND 0 :, IMPERVIOUS MEMBRANE 1 WASHED (RAVEL +� CONCRETE OR '1. F/'L TER FABRIC P,C,Cr PAVEMENT `�`� - - .. o i HEAVY DUTY PLASTIC) DETAIL ' GRASS 5WALE =.;` _a_ j r,1 .: f s �• 106,85 (3) 19 DIA PVC OUTLETS a 1.0 1026,85 ,., , � i IMPERVIOUS INV /N _,. q u SECTION H o INV, IN 4 DIA. PERFORM TED MEMBRANE a j PV N R N SLOPE 1026.00 COMPACTED POND CONTROL STRUCTURE a , C U/DE DRAI � S 0 E INV DUT (CONCRETE 0R SUBGRADE NOT TD SCALE t� � �~ 19`4 HEAVY-DU1rY GRATE � -` � 0 1/8 PER 12 MIN. HEAVY DUTY c�1.0 2.5 PLASTIC) (TYPICAL) — CONTINUOUS BEAD OF ',, 84.5 0 84.5 0 o WATERPROOF SEALANT _ 1.09' MIN, 1,07 MIN, 1 D3D.40 TC 8" THICKENED, 48" CORRUGATED STEEL PIPE SECTION �" 1029,40 FL •-cn PAVEMENT � WASHER „ SAND MEDIA FIL TER POND �URE RO 1/4 x 1--1/4 BOLT SECTION L--oLCROSS-SECTION CHANNEL 1x1--1/2" fD LONGITUDINALC E ! �Q2= 2.48 CFS .:y , UNDERGROUND DETENTION PIPES LOOKING NORTH POND CONTROL STRUCTURE 12 ' NOT TO SMILE 3) 1 DIA„PVC OUTLETS �Q10= 3.75 CFS C CURB ` 6 P C , " 1/5" HEAVY-DUTY GRATE w/ 2 L x 2 D WEIR �Q 100= 5.50 CFS W OPENINGS AS 8 } - � .. �-�T;,: 1/,� LAYER WASHED GRAVEL O 0 --� � :.'��•• � �'�=.�:t`�"�� 1 " LAYER WASHED GRAVEL " " •�° w • i SHO WN ON PLANS T `" EX, GRADE .: R' r..Tr,� . ?..' F/L TER FABRIC 12'h x 6 w CURB 36 x48 PRE-CAST CATCH BASIN A'`'~'ti ` °' r FIL TER FABRIC TG=1029,JOo INV OUT=1022,15 r MED, SAND 1'09' M/N' IMPERVIOUS MEMBRANE F `�� CONCRETE DR 12 h x 6 w CURB . ! = � _ - '�� 2,-1 SLOPE EAVY DUTY PLAST/C) ® AIL 1 4 7\17- SURROUNDING DRAIN .� 6" LAYER WASHED GRAVEL :`:` •'�` PAVING MED, SAND _fry. ,:; 10 P C C :: _ b: . , 9' MIN, (PARKING) FIL TER FABRIC ^ - :: WASHED GRA VEL `MED 4 DIA. PERFORATED PVC UNDERDRAIN w�� r - 6" PCC♦ PAVEMENT - ` -• :•:� -' � ! WASHED GRAVEL ' �- I PERVIOUS MEMBRANE (PARKING ARF. ) ' CONCRETE OR HEAVY DUTY PLASTIC 'R ..: ! L COMPACTED SUBGRADE (TYPICAL) ) l PERVIOUS MEMBRANE CONCRETE OR HEAVY 1w �p ��• �o .� UTY PLASTIC) 4 --18 HDPE I w Q, 0 r"o � 12 h x 6 w CURB � ,,� �'_-_t• �•�' �� Z,09' �S "C�N M�M "� '� �,�' � SURROUNDING DRAIN o �� a � �p p. P.C C. PARKING LOT n " COMPACTED SUBGRADE (TYP/CAL) ._l:. I o d� �r t2 _6 CURB n {="; �-' SQ NOT TO SCALE » > > o c j 6 CURB 1 HEIGHT' TRANS TION o 4 DIA, PERFORATED PVC UNDERDRAIIW �, D.50 TC c� ' s;,r•,r l . s.:a �o h o0 10 9,50 FL ; �.� P D CONTROL G �o 14 SEC"1710NJamwJ foo- ST UCTURE W cL v� .507 - SAND MEDIA FILTER TER NOT To SCALE CIS R '�' Im 4 I 6" CURB 1 W Z0'-18' HDP un r 02-757* UGHT POSTN a L IGHT POST d POND CONTROL STRUCTURE i 120x3 SAND ME DIA FILTER 36 x48 PRE CAST CATCH BASIN o �� (3), 1 DIA PVC OUTLETS" �� tai � � ,�W/4 PERFORMTEt� PIPE TG=1029.40, INV=1023,95 � w2 L x 2`D WEIR .y C� 36x48" PRE-CAST ATH /N eA ,,IN C C BAS jo 0 oe, o i cA C� N TG=1029,40, INV=1023.95 DETAIL. s Cn SEE ®ETAIt R 12'h x 6 w CURB '2' 1.- SAND MEDIA FILTER & POND CONTROL 19* HEAVY DUTY TRAFFIC GRATE SURROUNDING DRAIN ! PLAN VIEW -��.� 1030.1 D " NO SCALE 1 LAYER WASHED GRAVEL ' o TG Flt TER FABRIC •;': - M ao ,.,, i ,�. .., " 8 THICKENED (� 1� HEAVY-DUTY GRATE VEMENT �: ------------------------------ FA m .. / / r 4 f FFt . -°.y"+•••e i r.K....f '.'I./'. a -..4 e. .1. . J. .,• 'I^' I•r 1 LAYER WASHED GRAVEL x. n, � { : 5�. X a.j r:MED. SAND�:•t:fF rr � ,w , :;. FILTER FABR/Cv`..sY, 4 CURB HIEGHT VARIES �:f �� {=- .,, - --y-rM1 f A'F r-- r-t-- ' I F• \ I _ J c3 12"H to 6'h x 6"w FILTER FABR/C�' , WASHED GRAVEL DETAIL "As PROPOSED �? 1027.10 r ` r SAND MEDIA FIL TER & POND CONTROL M/N •~ Y . ;+ 18 HDPE 1.0,P0, .. �, -f:r ., .r:.. PLAN VIEW ',r`., R. , 2 WEIR INV, IN ,� , r` �� s x.a;.. ►. NO SCALE t: ' • ;.y.• R IMPS VIOUS " Al 4 DIA. PERFORATED 1025,90 , , *1. EMBRANE PVC UNDERDRA/N 6 P.C C. PAVEMENT `' ,,� COMPACTED SLOPE INV, OUT r h MED SAND . �,+ ;�!;=_ WASHED GRAVEL SUBGRADE CONCRETE OR " �. • (PARKING AREA R 0 1/8 PER 12 MIN,) p. •... (TYPICAL) HEAVY UTY Underground Service Alert __ PLANS PREPARED BY, : PLASTIC 120' 0 11.09 M/N, COMPACTED SUBGRADE (TYPICAL r ,. �� — SPEAR & ASSOCIATES, INC \.s. Call: TOLL FREE . " 475 PRODUCTIO N STREET, SAN M A R C O S, CA, 92078 4 DIA, PERFORATED PVC UNDERDRAI f IMPERVIOUS MEMBRANE (J) 1/ DIA, PVC OUTLETS SIECT10N D—D (760) 7 --2040 FAX (760) 736--4858 (CONCRETE OR HEAVY DUTY PLASTIC) Q � --$�� PHONE 3 6 SAND MEDIA F/LTER SECT10NF�F SECTION 422-4133 _ LONGITUDINAL CROSS-SECTION SAND MEDIA FILTER POND CONTROL STRUCTURE L T N DAYS BEFORE YOU DIG � NOT TO SCALE NOT TO SCALE TWO WORKING �--- U005-20" RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SEAL Designed By Drawn By Checked By DRAWING NO, CONSTRUCTION E SCALE oVEssiCITY OF TEMECULA Q �! DIF JRZ RWH RECOMMENDED BY; Date; DEPARTMENT OF PUBLIC WORKS HORIZONTAL �``' � y PLANS PREPARED UNDER THE SUPERVISION OF �' ACCEPTED BY. POST CONSTRUCTION BMP LOCATIONS & DETAILS Contractor Date. -.. 20934 .7:J SEE ABOVE AS NOTED a� p�p••9-30_p7 a 2 Date RONALD J. PARKS �. INDUSTRIAL CONDOMINIUMS Inspector DEPUTY DIRECTOR OF PUBLIC WORKS ; r �.:,r,xa' d VERTICAL �q 0 0%, �� RICHARD W. HARTLEY FOR CITY ENGINEER 0 q� OF TEMECULA PA05-0027 20934 9-30-07 19744 Ex ares 9/'30/07 rt� 1�.•. F p / Expires R.C.E. N0, p ,,,� PNiCELSHEET 2 0 2 Date Completed N A F CA4 R,C,E, NO, 2, P.M. PEAR & ASSOCIATES, INC. JOB NO: 05-111 DIF JRZ Water Quality Management Plan (WQMP) Industrial Condominums of Temecula Appendix C Supporting Detail Related to Hydraulic Conditions of Concern • • 01/04/06 • HYDROLOGY AND HYDRAULICS REPORT (5/31/05) (Revised 3/22/06) FOR CONCEPTUAL GRADING PLAN No CONDMINIUM PROJECT— TPM No. Legal Description: Parcel 2 of PM No. 28657-1, Riverside Co; CA APN: 909-370-024 FOR Applicant: Norm Turoff 13007 Kirkham Way, Suite A Poway, CA 92064; Ph.No. (858) 391-9193 0 DEVELOPER/OWNER: MS Temecula II, LLC A Delaware Limited Liability CO. 13007 Kirkham Way, Suite A Poway, CA 92064; Ph.No. (858) 391-9193 BY: SPEAR & ASSOCIATES, INC. CIVIL ENGINEERS AND LAND SURVEYORS 475 PRODUTION WAY. SAN MARCOS, CA 92078 PHONE: (760) 736-2040 FAX: (760) 736-4866 BY: �- Z=1 ----------------- DATE: - RICHARD W. HARTLEY, PROJECT ENGINEER R.C.E. 20934: EXPIRES 9/30/2005 2RffESS10yA 40 �p w. y,"9 AFL S&A, INC: J. N. 2005-111 o Page 1 LU No. 20934cc: Exp.E;-3'0.20q- MN -30.20q- y J�RT CIVIL ��\Q F0CAUF� 1. INTRODUCTION • The 5.5± acres project is located north of Remington Ave. and west of Diaz Rd. in the City of Temecula, County of Riverside, State of California(see attached Location Map). It is describe as being Parcel l of Parcel Map No. 28657-1 on file in Book 193, pages 64 through 67 inclusive of the Book of Parcel Maps, Records of the County of Riverside, State of California. The project consists of the construction and grading; for Condominium development for industrial use, parking areas; underground utilities; storm drain system; and landscaping. The site has been previously graded and all off site improvements are existing, including: street; sewer and water; storm drain: and underground utilities. This report is to provide hydrology and hydraulics for the on site drainage systems. Also, to assist in the determination of"Best Management Practices". There is no run-off coming on to this site from adjacent properties. The site lies within the Santa Margarita River Basin and falls within the California Water Quality Control Board Region 9. II. DISCUSSION: • The project consists of 5.55± acres all of which currently drains to the northeast corner of the site. At this location the run-off from the site enters an existing 24" RCP that flows to an existing 48" CIPP in Remington Avenue and thence to the Santa Margarita River. The pre-development Q100 from the site is given as 13.2cfs as shown on the City of Temecula Storm Drain Plans for Parcel Map 28657-1 "Line C" Sheet 12 of 15. Therefore we have designed the project so that the post-development flow from the site is equal to or less than the pre-development flow for the: 2 year; 10 year; and 100 year storm events. To accomplish this we have designed detention ponds for Area"B" and"C+D" along with flow control structures. We will also calculate the Qwq (Water Quality flow for the storm event that will produce an Intensity of 1=0.2in/hr). We have used the Riverside County Flood Control and Water Conservation District "Hydrology Manual" in preparation of this report for the calculations of the 2 year, 10 year and 100 year storm events, Table 1.1 Summary of Post-Development Water Quality Flows. Page 2 • • Table 3.1 Summa Pos[-Development Water Quality Flows-6 Hour Duration Outfall Area&Point Acres Q2(cfs) Q10(cfs) QI00(cfs) Qwq(cfs) ofDischar e I=0.2in/hr Post Development Area Al -A4)- 1.98 2.49 4.02 5.86 0.34 Area AS 0.15 0.15 0.24 0.35 0.03 Area B 1.58 2.48 3.75 5.5 0.27 Area C+D) 1.59 0.47 0.63 0.71 1 0.03 Area(E) 0.25 0.33 0.60 0.96 0.04 Total Site 5.55 7.88 12.52 18.75 0.71 Predevelo ment Total Site 5.55 5.44 9.92 13.2 Q Difference 2.44 2.62 5.55 TABLE 1.2 AREAS(A),(B)and(C+D) Q TO RETAIN AND Q ALLOWED TO PASS 6 Hour Duration TOTAL Q • STORM Q Q actual detained VOLUMN VOLUMN EVENT CFS passing CFS CU.FT. PRVIDED YEAR CFS P4 Required CU. FT. FAREA "A„ 2 164 0.14 2.50 1348 4022 10 4.26 0.29 3.97 2161 4022 100 6.21 2.57 3.64 2627 4022 AREA "B" 2 2.48 0.10 2.38 968 4250 10 3.75 0.12 3.63 1538 4250 100 5.5 0.14 5.36 2267 4250 AREA "C" + "D„ X3 2 2.43 0.11 2.32 984 4109 10 3.91 0.13 3.78 1564 4109 100 5.88 0.14 5.74 2308 4109 • Note: See pond designs for Areas "A", "B" &C+D" Page 3 • TableIVA Summa Post-Development vs.Pre-Develo ment Flows-24 Hour Duration Storms Q10 Outfall Area & Point Acres Q2(cfs) (cfs) of Discharge PostDev PostDev Post Development Area "A" at P4 2.13 1.57 3.75 Area "B" at Y3 1.58 1.53 3.58 Areas C + D at X 3 1.59 1.54 3.61 Area "E" Sheet flow 0.25 0.03 0.22 Total Site 5.55 4.67 11.16 PreDev. 0.59 4.78 Difference Reg. Detention 4.08 6.38 Post Development Flows with Detention Peak Peak Flow Detained Flow Detained cfs 2 r cfs 2 r cfs 10 r cfs 10 r Area"A" • at P5 1.57 0.24 1.33 3.42 0.33 Area"B" at Y3 1.53 0.13 1.40 0.48 3.10 Area"C + D at X3 1.54 0.14 1.40 0.50 3.10 Area E Sheet flow 0.03 0.03 0 0.22 0 Total 5.55 0.54 4.13 4.60 6.87 <0.59 >4.08 <4.78 >6.38 Construction BMPs and Post-Construction BMPs will be installed in conformance with the City of Temecula's "Water Quality Management Plan(WQMP)" and the California Stormwater Quality Association's - Stormwater Best Management Practice Handbook- "New Development and Redevelopment". This Project will provide only flow based BMPs for Post-Construction BMPs. These flow based BMPs shall be designed in accordance with SDRWQCB Order No. 2001-01. FlowGard and/or equal will be installed in all catch basins curb inlets. Also grass lined swales (bio-filters) will be constructed to remove pollutants of concern prior to the flow leaving the project. Page 4 • III. CONCLUSION: • The Conceptual Grading Plan as designed along with the installation of the proposed on- site storm drains and proposed BMPs (SEE THE EROSION CONTROL PLAN FOR LOCATION OF CONSTRUCTION BMP'S AND THE CONCEPTUAL GRADING PLAN FOR LOCATION OF PERMENANT BMP"S) will Satisfy the requirements of the City of Temecula's "Grading Ordinance and SDRWQCB "Order NO. 200 1-1 TO the MAXIMUM EXTENT PRACTICAL. • Page 4a • SEEg M4P r,- C D E E F G V N )? Aw I \ A JF� - NI pl l BU r , � \ m MRI ETA 1111 � Iqi � IY l + f v G �ri;`s ur , v�A e 9 �\ I I 'A S ITE ivy n I p\�i.11f HA _ __ II Eo- FI I#t 1 xlvA -- h 1' F yQ� SVS _ p,l iC_ I II 1�• � � 111 1.1'. �.. E1` Ntnfi :. Itl10I1161M ble I �l F h � yy� � T IIIIILIIhI 1 TE MECULA ;,�/I V f .vpl II i.v v trxrrrt S�VO 1 IIl.1 5. I AWIIIWI M1 INA', l lll/V l 1 VI I n I \ I M1 CIIO i :F' r u c. .3 � ❑ s uno APENIOA x "Il it 1)"y Rp !a r ga°R . i ORO �` eei r RANCHO 19' o CALIFORNIA 4/6 9 \ � Rol SEE 978 MAP .Ep .IS i5 ✓// U111 ooiLJ-�•lf�, i - , � / ��- ��S �✓ � r v ti, 5,�, M � � I �, � I v� r��. s N I- � �(/._ ( 1 �./� N �. �• ��'�) �J �� \i\� 'J ( 010 1 /i3�/1 .`'i �ti�.` Jo d' JX Rarkot Spn s + -- —ll ' v �� I ( I I t alk r� ns h 'b'7 �i3 RpgQ /f r o 'I ��l fit/ ��r � �i �� ° / ;✓i�- 11 �5 Ch / i i ., � _ I i� °i°3 Gag n8 Sta ✓� V ))) 5 / .° M 1072 .r'k BM 100 ( .� �h �� G�I ��,•'�� I, I riI �� /��,� L 1� m � S ,✓ GegS-513 o r a 1� rW. � d rz� / t •> i �—"r z Ir oj rL . ,�j��i �� ) � ' �' l � d E �� ♦ a r �� I �� _ ""�'Imo® 1 R e,.lr f. ni r - - • •■N.■■■ !■IN.N.irii.Ni■■i■■irrri■Ori■■■■■ C■■■■■■■■■ ■■■■■■■■■■■■; Msts■tt smtsssmmssommssommsMEMO NMsssM■M■Mast■G3�GsmNEomos mtmosmEGMEEM: •IN 0 GGC GGGGGG'nGsomosmImmonsGGGGGGGGG0 monGG. .�GGGGGG NEWSOM'.GC': MOOR... ■NmmtmGmommEmmoN0 MORON■......sMMmommomG MEG ......■■■■■mG tNGN MtuttMGM■EGMMt■tMN■■tNME G■MMOMGENttM■tEM■tttt GN■GtMMM0=.No..t.G..... GCCGGGGtommmmmmmmiiCGGGG smosom CGGG1 GGGG�C�.GGG'mom imGG=G�GGG�: !■■MooEEENROE ■osmmosmss0Esommom ■ROOM■■EMM■■ sMtt NEON M■■■ ■ M0M ■ NMtIN msssmCtEomnNtstttMMNNNN ttttstMtm■mmmmmNMMM NNst EMMMNEMMtEN■' Mtts ME Mss sMMMM!!I tttommsmnM -----C--. ■■■N■. MM. MMMttMIN No ME mom mM •[•1RfLi•1L:L ■■vim_- NMN Meu��MnfGGMaNN■�■■�'.mns MEN momntt� Z7.•1J�IWr-��/GtMGG--��'��MMt■Gr .--� -----Nt0■■tMtme NEW on v+_MON ONR7 ME . .■-E=Mamw .MM■■!,'�' -�. tome!._ tNM001111 s .Eos■n MM■R./M nEw:1��71N'..,�r,M�5�1►T,_G%r■�■�a■a•+�'C^...iM i■ ■lmmmm=■ml MN■ME■� nAit■�MR21;0Cc.WY_G.Cionommo•�G.■nomommNNGM■�•--�G..■!laMM■NNMMM■r LssEstN■r:9ppi/pR1 .zid■MEM EF■SG.rREMsmommo■m ■ t�s��ty_--.wM INEME■N■ MtttttME✓.%llSulvSrt■ommoV_zA■tlltNMM.!arE�Et=E=�G�r■MMommumo■t Mon■Et■ NMMmmliRwly%NNMIRCUJICi/■�NNl1[ull/a�5/ENNN■■■!G--■M■■----mostESN■■��!�-■i.■■■■mN■■MEEMEMENE■ M Room■IIi 1.7.%MNN�7;�L;J!S?4 0o ■ No EMOON//M/�%M 1GMMR�irbt'dd■E EM�hy-%/7EEE�!ir�ttt■■GE GE■!=i/E■1111 0EEEMGtM ME ■ ►. riuyr." ENNN■ ILi7Vi/ES•7NR5%.Mo■ MMNNN./.G/MM■■NMO■ EE ■ !GdNosME CE/MGA/ Nra�_ WIMMMst 1!%E/.C'.M►10_p Ew EOMNMGes■!i/s ■M NNm/!Si ■ ■■EutaM■E ■ ■rur./M SJ�issMNsl1W.�KaA►1!/MENMGNUM1�ACt■■'C tG!-/t�tCGG■tMEMOS■.GG■ AMR IN V'rnsMNR.I'"l./ C■s /sNss■o cope, sot ■Ms =%M =MM MN NEMmomnt0 ■ %EWAMEt "EENNmar.4EM F./GMMttNN■D./osEENNM11M momM M■t ttMNNsGNMSMMNNNM ■tJttMl%MMsstl'�risl�l%r�osnENsopi/oENRONon MEEMMtttMtMEME■ ptMMt■N ■rtsM1%tsstrCiy%t!\y�tEtMIN07M►is■t■smNl.itsssCtOtt■tttMMM■ENstGGG■MMN■M ! MEOW M. ■EMMMRSu■MMMEMEME■■M■■M■M■■■n n■NMn r1■M■r.■EE■M�crAE�Y.EttGECE►.rMn■E�P./■EttM�EE--------MEu■GEN MtMMEn A or, s r:Ir./M!Ai■/NMN■ SJ'l.%nNtsmlAsttMMENo sM tMMMMMNENtot EMM ttM ■ MtM'/stt �.r.MMk9ko ME■(`J�MutENM./E=NOON EEtttM MM MNE■■ENE■EMMtt n ■ MMrtttt ��tI�J�Mnts�V.�■NEEMER%MttNNME■ttttttt C■GBORROWMMtMM■MMGNM ■ ■``IOMMEr/NRS'IstttE7Y,Assts�:itMNNMsommomEM sN MENENMMME MEW7AEMMEMi3VAMOMEN MMMNSNnttt M on No NON■EppnM nfMMEMNNEENMut■ ■ �IGGG:►ICGTGG :GGGt :GGGGGGONNGBORROOGGGGGGGECMONSOOGGGGGGGGGGGGC G G GG:SG� :GGGC:.::GGGsmon GG'GGGGGGGGGG�GGC�GGGGGGGGGGGGGCGG ' moommm lttrINM/MssE 'IssM■R/tttMMMtssEssMstsssttsMtsMME■ttMEMOENsstoN ■ MMIIst/Mss':Vitts�rilENOMNEostMNsmssMSM■sossMNsssMos■sotMotEMtNMssoss • ■ EMrIME►,MMM!//MSIj.IEtoMMEMEs■■sMMMsssssotEMMMEEEMOMMEMEMMtmoil! mmommossommono MtNts ■ oommmommomomm on GAGG�GC�i�GG� i :GuiiiuiiiiiiiiiiCCGGGCGuiGamonommonoomGGGGGGGG i ■/Ml/sottrl■N1f-i:rt■MM�.M.NO----.■-■---.u.N. E!■EuME■ME■NMMNNM■N ■ immmtosrlmsRJ.tsotsst\�ESmom ttMMMMMt ■ Eo. NOME aNttttM ■ ;.o/lot ■/mm,r/NEMEENM0 MEM • • • M..ONRssEoo ■ t0l/IN sir✓tNNo■sins■ NEE tts MNSEERN ■ G■ N mom 0 mGGGGGAMMMMMEMMGGGGGGuGG�mansomGommm G* FM GGGCGGGGi tt0lME Emos■►NO■EsmswommmmNNSMNsttsNo ME■NON 0 no ME N■ ■ rl■■MFAMM■rAmmmmmwxmmmM Mammoom..■MsoosooE.ENMMEEmommomMMN.Es ■mots■■ ■ GGM"E%SENO GGGGGGGa o3iiiommins■ omom EEM'M GGGGGGGGGGGGGGCGGGGo mosFINEWENRON MEs■sN■EMNso■MEMNN■osomomms osE'F�sts■stoNMMMsoo■■sstENssM MiriiGtiiiNONE iiiiiai■GGGGGGGGGGGGGGmonamuCGCCGGGGGGGGeiiiiGMMEMO tiiiiii M■tO/MtMSMSMMMottsss■otMs■tsstMMMMso■stNMEEMEMMstMMM sttttt■NSNttMMMMM tNr1l1n■ofIit.MM■Eoottso■M■OEsEs■RN■EMMMOMEN ssNmommommommo s . ■NNMO■MEMM tM■IEEmmummoMNssMOMMNMMMMM■ E1nommm■ N■RIO■omonsommtomm■mONEON MMM11■1 IN NJMrCGGGGGGGGGGGGGCGMG'GGGGO umoMEN E: onol MMN 11G GGGCGG�moommoanGGGGGGG:: : GMENEMGGG .... ..... N mommmmmmimmommon sommosso noun ON MENEM mmmmm'mmml'm COVER TYPE-URBAN LANDSCAPING ■limmossommomRttNts■■GMOONS mossomon MUMnENnMUENNNtttENntnsssMmo■M OFF INDEX elmommumommsm NMI MIS GGGGGGGGGGGGGG0 EMEREM000CGGGGGGGG�GGGGGGGENRONGGEmu 'GGGGG::GG tooMMMNonsEMEMMMMMMssotntMME sssoMM■sMMtNS0 sEMENMMMMENRONMoostNttsM INtoMsstGM t0MMMttNNN • NINEEMMENGE.EMMENEME..MMM........EMMMMME..M.MM.oEmom M Moson GGGMNMGGo�C • voo C (MUPPIF.TF) C D I A BCi C Cin C BG �E B E � E A B BC`, c BC _ BS- " C �o -� d C D p I L " 'SBC DBI �, B B \ '' A, BI C C D � ��- xT 8 �'1l /�� r � g If BC � Dc `� t✓ .414J�`ill a � riti le , �r�3 9C�' .Y �3$ r J"r �� ! of { } � . so r @ _ LLev. I O: LEGEND HYDROLOGIC SOILS GROUP MAP SOILS GROUP BOUNDARY A SOILS GROUP DESIGNATION FOR R C F C 81 W C D TEMECULA i RAINFALL INTENSITY- INCHES PER HOUR MIRA LOMA NURRIETA - TEMECULA NORCO PALM SPRINGS PERRIS VALLEY 6 RANCHO CALIFORNIA 0DURATION FREQUENCY DURATION FREQUENCY DURATION FREQUENCY DURATION FREQUENCY DURATION FREQUENCY r MINUTES MINUTES MINUTES MINUTES MINUTES 10 100 10 100 10 100 10 100 10 100 YEAR YEAR YEAR YEAR YEAR YEAR YEAR YEAR YEAR YEAR 2.84 4.48 5 3,0- ,Ips 5 2.77 4.16 S 4.23 6.76 S 2.64 3.78 6 2.58 4.07 6 3.12 4.61 6 2.53 3.79 6 3.80 6.08 6 2.41 3.46 7 2.37 3.75 7 2.87 4.24 7 2.34 3.51 7 3.48 5.56 7 2.24 3.21 �...a 2.21 3.49 B 2.67 •9a B 2.19 3.29 B 3.22 5.15 B 2.09 3.01 a �g 2.08 3.28 9 �0 3.Eq 9 2.07 3.10 9 3.01 4.81 9 1.98 2.84 I 10 2.36 3.48 10 1.96 2.94 1.88 2.69 C ]0 1.96 3.10 30 2.83 4.52 10 b 11 1.87 2.95 1l 2.24 3.30 11 1.87 2.80 11 2.67 4.28 11 1,79 2.57 r, 12 1.78 2.82 12 2.13 3.15 12 1.79 2.68 12 2.54 4.07 12 1.72 2.46 13 1.71 2.70 13 2.04 3.01 13 1.72 2.58 13 2.43 3.88 13 1.65 2.37 14 1.64 2.60 14 1.96 2.89 14 1.66 2.48 14 2.33 3.72 14 1.59 2.29 15 1.58 2.5015 1.99IS 1,60 2.40 15 2.23 3.58 15 1.54 2.21 16 1.53 2.42 16 1.82 2.69 16 1.55 2.32 16 2.15 3.44 16 1.49 2.14 17 1.48 2.34 17 1.76 2.60 I7 1,50 2.25 17 2.08 3.32 17 1.45 2.08 18 1,44 2.27 18 1.71 2.52 18 1.46 2.19 18 2.01 3.22 18 1.41 2.02 19 1.40 2.21 19 1.66 2.45 19 1.42 2.13 19 1.95 3.12 19 1.37 1.97 20 .1.36 2.15 20 1.61 2.38 20 1.39 2.08 20 1.89 3.03 20 1.34 1,92 22 1.29 2.04 22 I.53 2.26 22 1.32 1.98 22 1.79 2.86 22 1.28 1.83 24 1.24 1.95 24 1.46 2.15 24 1.26 1.90 24 1.70 2.72 24 1.22 1.75 26 1.18 1.87 26 1.39 2.06 26 1.22 1.82 26 1.62 2.60 26 1.18 1.69 28 1.14 1.80 28 1.34 1.96 28 1.17 1.76 28 1.56 2.49 28 1.13 1.63 30 1.10 1.73 301.29 1.90 30 1.13 1.70 30 - 1.49 2.39 30 1.10 1.57 32 1.06 1.67 32 1.24 1.84 32 1.10 1.64 32 1.44 2.30 32 1.06 1.52 Z 34 1.03 1.62 34 1.20 1.78 34 1.06 1.59 34 1.39 2.22 34 1.03 1.48 36 1.00 1.57 36 1.17 1.72 36 1.03 I.55 36 1.34 2.15 36 1.00 1.44 M 38 .97 1.53 38 1.13 1.67 38 1.01 1.51 38 1.30 2.09 38 .98 1.40 C Z 17 fi} 40 .94 1.49 40 1.10 1.62 40 .98 1.47 40 1.27 2.02 40 .95 1.37 ;uN (n �^1♦ 45 .89 1.40 45 1.03 1.52 45 ,92 1.39 45 1.18 1.69 45 .90 1.29 l ' so :114 1.32 50 .97 1.44 50 .88 1.31 50 1.11 1.78 50 ,85 1,22 N '< Z � C L 60 .76 1.20 60 .8R ..ae% 60 .80 1.20 60 1.00 1.60 60 .78 1.12 V �, 65 •73 1.15 65 .84 1.24 65 .77 1.15 65 .95 1.53 65 .75 1.08 r D C 70 .70 1.11 70 .81 1.19 70 .74 1.11 70 .91 1.46 70 .72 1.04 D )� ' / 75 .66 1.07 75 .78 1.15 75 .72 1.07 75 .88 1.41 7S .70 1.00 4 D jY I BO .65 1.03 80 .7S 1.11 BO .69 1.04 BO •85 1.35 80 .68 ,97 H 85 .63 1.00 85 .73 1.07 85 •67 1.01 85 .82 1.31 BS .66 .94 SLOPE a .530 SLOPE a .550 SLOPE o .500 SLOPE _ .580 SLOPE a .490 Ow i � Ol SII I 1 3.5 3.5 3 3 =2.5 2.5 U Z Z = 2 2 F- 0- w 0 J Q1.5 1.5 . / Z M / I 1 5 0 0 2 5 10 25 50 100 RETURN PERIOD IN YEARS NOTE: 1. For intermediate return periods plot. 2-year and 100-year one hour values from maps,the^ connect points and read value for desired return period.For example given 2-year one hour=.50 and 100- year one hour=1.60°,25-year one hour=1.18° • Reference:NOAA Atlas 2,VolumeX-California,1973. RAINFALL DEPTH VERSUS R C FC Bs WC D RETURN PERIOD FOR HYDROLOGY ]MANUAL PARTIAL DURATION SERIES � PLATE D-4.5 I-----77777::-::::::::.2..............-----'----------..._..........--- --- ----- " ::: - • �- 5:::::: .....H..Y......'::: :01017::: • :......::.01.61......----7CC:Ci'�i'iii---�: 0101!2=---�se5132 =__�a.....:1ee: ::..................=a---=.......e:3...... ..::::::::::. .....: i:•::::..: ::....... 0101. ==--- -0011 . . --- .e:0101....-L2=.........�::a...=0000 _---0701:.: .'yCnul. o.Co=0101. .H.:-Q.o:N.=.Cou .. Q=:i::i::.:.:LCC ' N ,,::=:I-■LCGCC::::::::u• •C9..-.-.■■■■■.G■O . 1..1. .11• M •:::::::::::::9:99=itiL.LCaaa:Ga::99 n QQQia se ns . u is .Noon wm9 --,....oN■GL . 7 nnnnn11151"I1 u.u. ■ o om ls 5. 2. i 9 9:LL .........a....... a� 111. .......... 0101..... 0101.--■..■.■..■. t. .. 1.11111111 _ ' . , .055.5...:.._0use x I11 0101!1 0101 ■ t:.a o 111 ___ 0101.... 0101 . O:.IIn OII Ilt 1 111.1. ... .:.......... . 0101. 11 1. 01 .01. 1 .1 ..�Ca: :EE•:68E�.a.......:°:;; 0101..■.11.1 - --• I1I;III;I:: .Ett.: .i1111 -- fifi .tt...... 1 0101 - 110111111.. .tttttt l:/ 11 0101..... .......tt..tt..........1 .............. ..:.....-77--- ------0101.... _=_----------0000.. ........... e::::7:::E-77-7:oCa:3e_es:e�a_-_-eE-777:g..._::x::x:.....;;e 1 - ..........a7E5-_._.:::1:1:r.� ---7-7.7_7777- 33333301': :::7:::.:::707:-..11.1:-.7:: --_- 77.777:CE55-:=5:::::�::::::•..• -----•___ ........:- . 5:9.5.::7 55 3?BE9=5. sms=-a5557:E7:7 . ......::0=_z5 0101 0101... ..,............ .....SUMM ------M0_0g .. ... ------0000 ..................... .... ymwu...... v.• ••• ----- ........................ ='sia:al33eeeEeccelee':•.€: ==.12 ae:2�=.:€€ �_.€@€@@@ � @� T --- - :(a::....... . .......0000- - 0101 ... ...... ......:. ..... .....----- ....:..-a�':7 ulnasC...=C....a: eE 0171=7. .:t.............. � . 7011 ..:. _H. E.::........,CN 0101 .. 0101 . .. .. ......... ..... 0101... 0011 ...1.:....\... . :.....a..aQ.- -- 0101 0000 0000.. ' :: :QQ Y..................:........----- --- 79::11 _ 99:;999i91L::CCLaC'r°aa:Ca' 9IQQQallow......MLLLman � n lipY 0101- � 0101... � .�a 90101..... 0101■■ . . . 0101 0101...■0101 o00 .nn Mona", n in ■ . . 1 y..y.91LC■C.GGGa:..a-a. ... .3QC........■..I.L.........111.i.1■C19■C..a . : . 0101 '� _a Illinois...1111■ ■ ■. ..0.... oIQ-.e__...........................0101..0101. ■. GG■ . 0101.... ■ UNN" �e•11Fin = •NU ��a�'-.gfi:::E:E N•1 a:::a::::1:111oil, 1;11 :::: 1111:;;IIIIN:•1t.ttt ainili • iCntun �:xa-sbw-■oui�n-n-.nnluninlDouro.n_mmm�nnnn•uunnt:t:n::mTt�a:: .:777:x. aas-�v7_77e7e_7:int:::3-::::::::: e 13;F=3717 SE FEEE3 -- - "7'EE 59.77 oeol: 3.3.33=ag'oa S C:--TY-C -.w.--7 •••• •••-•:xx:7:::T•7-- 'e ME 5�70` . : .. •---CO7t7.,--a 5....•..3.33:::::::x73::77... •• •• •• s3=e:: E:E,.2 m T - -CBCO' :.:7.:.7�........0...75..:..7... .........I::..7. -7..::::3:01:3•:5:---• ,:..E::sss?�s33....:5�':3e:..7.3337735533E:3 "e: 3EEEEe3. 3333 9383E..... E:aEeEEEE3EEE333e3� Ei3 r�.:Ee9:E11E:::pis==---=-37.@5 :Ee:mccoMMImp�.9e:eell° Ir11111 €2=.eeeeee� 111 IIII;BEIEEi'e g2EE E E:e:ee;EEam= �� :::SI^:�..C,:-'7777.. ::�•-..:::: M.-u::_::.::.:.i':: :: ::7:::7::::::: . . 0101 . LiG �= C : :: a.2.�2-0...............0011. 0101 ..... 0101 - - - 0101 u 0101. . ..1. ...1 ............. ......n.. 0101. . ..u. .01 ...01 ]HOME .111:0 :9:::::�::: ::::::::::::??z9z::!:::�a�aC ;; ' ra LPq :9�::MIN •L?�:EE an in==eL:L�•:.a aE:�11E o191Et°ea■s99a'-.'-°9°9.81189::�8 B„5'L'eee99'Gaa9aaa�9°:": ■-: so nwe No ow 0�1;1 13 Sam o "__�n 01010101.01==iiE•E:�iea•Y 1��il��;:;;;ri;;;;"I 9!0=�•:�aiii::;;;:;i;;;� ::N:Gi:::aariiumi�=� sellI oil::•u::aa:ai::::` a�'IN Elsei■ iim.miME i�:•.i.:.•:�iin��F, .iai:i�'ii��:i��i �aa:::: MMER ::a:::;;;01;010101;01:11111111111111M:=::OEM:n::::sale:aa::a:;ilii: NORIM �iiiNove ii:=i :=0101010101=ii=iriiNi.'�i'iiieiiii61=iiu�uii;iii��iii:i iiu +i:ii�iiiiiiiii iiii�iii�ilii:iiiM� no. nine : nnowo■ ■nn tx mi.i;anunn 5=ni Snx.:wenennsuCunC m . s■ 1 1■ilin� nnn•mollSnnn=n=nBanu■u ■ �S�iGfniiialli=iiniai�i:i=HUNG oe S:,�nnSZnI i".�e11Ix mnnnoia��iai'��I goolloollilil�ja�i ■� 1 p�evil�I�I,E1III �1j�1■�j��hn.. �'1LNI'L�jSIIIIIIII11 N 1111111 soi1�11oilll1lpl111111101 aWIN III 51111111111 1111111 ilmon 11'1 :BLL::LIgl �lal\`n�Ii �NL,I�11i.IN11 1 11'1 Nh1�+'i��1111111Y==111111111111�I11��L„�i►�111111111111��l1 i�i7 "r.2eeE: :::. ass -. ., a... :::e::,::::::::::::::s saeg:E::: :•-s s- 2 2222::::: 2Mgg_g2952 1$1e:e:e':e ai :2e1i1 ee=eee........... a:B:::.29222 3eE? 'siil'r'=-B=e2 w:C \77 70 -p�,.O:�eC-�\�� :C--: .. ..........:.:�0:::::� ......::-::� OE: : �.0=LI Q:. Q� 9S� ::N L ...........:...:....................:......�0011. H �.�. . 0101 . 0101. . -.N.\ 0101 ................Y....t.➢.... ...................Y\Y.-:.................-►0011 �•-•'•=:CCL'aii: milk grins- ':QGG°':9:999n•1i.'L9LL: SGG•:a:G:::::�:99:9999999000GG�:::::aG:99:a9:_.�. $ ■ GaaLaY:aa9ana%1: : W::EG.GG:as:u9..9:9"999LL:LLLaGGY.G:G99::::9:99999999GL000GGG::;:GGa::aai000:G IN 11..Y�..aIla G GG:: a'•;;.` .0:�C�CCsL.�.E' : �'illllill 'EEE:E:::: 'l :ICIIIIii. �::'.:: allIgll : laa:: lot ° :C:::::y:..1.i1.1,1 i 1111.i...■......_n...e..... Ig11 _m nn nm_ aE-tiA i_. i.�9i-- uuo ■ m uu:m a mnuunnnmum_�_-. 7:701':• :: -� ......:a:: --_ ---L. 35}g3s.s: aZe::-.effiee�= �3=a==�d?='7s� 330101=33 7:: s_ss_ ..s 33"a' ...:3:0152333 -,=s---==-a9e9�- . :e:e 7777: =_so7 mfg r! E7- ---- e 13 ee2E27: :e3'rs---sm::�7:x 55.7. sr. .. ---- .:iiE7 .51.2.E=:�5e2 =s55 'x=7=7 5123 'R - @i: ::EEEEEe1SEEeeaeeeeee'E °::7e E5° 2c"r'=ess '.mw .................................-n-is: .....:-=sss 's::a: 6. .::-:.:::3e:.a-..------- :::e ::................ .........0101....----................----e pp C:�.pN.:_.. ... ° B777.1;IEE::..�.;e22Ee22222'r.2e :BBQ=_=_=_E �. . 0 ::ia. . �'.� �:� 7771 . Al.H.1.\H1H•..................Y...........n..n.H.4! :•:•1N .Y.iC,.. ..]......HHY...Y.U...-..p..-1...H.\ E:�LII'a9a99�Gaa�GQ. . °3 ... . �..■rL- -GGG. ..pq:...YP..•999.:L�� \:. .G .Is . ■...�G.::.:::::9Q . : C..alH11.. .. C�� in Al C��Gi.-G-. aiaaal....9:990199399000GGai •• i .ein999i:9901.9iiiii::G:aaa:a:aaa:99.._.yC 11111YII..N.Ga..■. N..p. ........ 5:119'1/9' E::EnI• II1N1:=a : E:E■ :I:�,Nuai: 11;1 II::Y•::NN:.:�Ii�i:1',��IIIi:00 :aaaa::::iai;��Aa :n3;; IIE :a :: .� ;i::::::::::: : :::9:;;,;:I::::: :: 15 10 15 20 25 30 40 50 60 so 0101 120, STORMDURATION RCFC Ek r DURATION HYDROLDGY CALCULATION Hydraflow OF Report Pagel oft Return Equation Coefficients(FHA) Period (Yrs) B D E (NIA) . 1 0.0000 0.0000 0.0000 ---- 2 5.4480 0.1000 0.5598 ---- 3 0.0000 0.0000 0.0000 --- 5 0.0000 0.0000 0.0000 ------- 10 8.4804 0.1000 0.5531 -- 25 0.0000 0.0000 0.0000 --- 50 0.0000 0.0000 0.0000 ---- 100 12.3083 0.1000 0.5488 ---- Intensity= B/(Tc + D)"E Return Intensity Values(in/hr) Period (Yrs) 5 min 10 16 20 26 30 35 40 45 s0 65 60 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 2.19 1.49 1.19 1.02 0.90 0.81 0.74 0.69 0.65 0.61 0.58 0.55 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 3.44 2.36 .1.89 1.61 1.43 1.29 1.18 1.10 1.03 0.97 0.92 0.88 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100 5.03 3.46 2.77 2.37 2.10 1.90 1.75 1.62 1.52 1.44 1.36 1.30 • Hydr9traph OF Curves • OF file: SA 05-1wemecula.I1DF Int. (in/hr) 14.00 14.00 100-Yr i Ili 12.00 12.00 10-Yr i I I , I I 10.00 l 10.00 2-Yr 8.00 l 8.00 I , I I I I , 6.00 6.00 I I I , I 4.00 4.00 , ' I ' E 2.00 l ( 2.00 ._..__ — - ' I , 0.00 0.00 0 5 10 15 20 25 30 35 40 45 50 55 60 Time (min) HydraBow Hydrographs 2004 7c' LIMITATIONS: 100 I. Maximum length = 1000' Tc • 1000 90 2. Maximum area = 10 Acres 5 - - 900 80 a 800 70 v ti Soo 6 ma 700 60 _00 s 300 a zoo - a`i n0i n �' 7 c E c 100 m 600 0. 50`0 60 8 E 0 0 50 0 d E 0 yr 30 > 500 0 0 �, 20 9 , o w, 35 __o t� v a , 10 E w a 3 6 li K Al / II 400 0 30 Undeveloped w Good Cover O d 2 i' / 12 C m 350 w 25w m Undevelo ed !•o cE Fair Cover O = . `.6 t4 w 300 Undeveloped >� 0 2 c 20 p 0� c 21 15 d _ 19 Poor Cover 0 - z 16 E 0 250 9 17 Single Family:0. > / 17 E -1 16 (I/4 Acre) IB ` / - `0 14 Commercia 19 0 w 200 13 (Pav d 20 c 12 Z. 0 c411 a `c 25 0 9j KEY 150 E , L--H Tc-K-Tc ~i • B 30 EXAMPLE: E 7 � i= (1) L=550, H =5.0�, K=Single Family(1/4Ac.) 35 Development ,Tc = 12.6 min. 1/100 (2) L=550', H=5.0', K= Commercial 40 - Development , Tc= 9.7 min. 5 4 Reference: Bibliography item No. 35. 13 .J. R C FC & W C ® TIME OF CONCENTRATION HYDROLOGY )MANUAL FOR INITIAL SUBAREA PLATE D-3 2 YEAR STORM EVENT 0 0 0 SPEAR&ASSOCIATES, INC. Sheet No.:t of 2 475 Production Street Calculated By:RWH Date:5/23/05 SAN MARCOS,CA 92078 J.N.05=111 Phn:(760)736-2040 HYDROLOGY CALCULATION RATIONAL METHOD STORM FREQUENCY:2 year Soil Classification Group="B" Zone: Multi-Family Condominium Runoff Coefficient"C"=0.85 PROJECT:Temecula Tentative Map for Mr.Norm Turoff-Conceptual G.P. Post-Development Drainage Soil Group& Area I "C" AQ FQ Section Slope 'n/" 1" 7 FTC Remarks Area Loc. Development Type (Acres) (in/hr) (c.f.s.) (c.f.s.) %or (fps) (Ft) (Min) No. 4E(ft) 0.50% 100 5 At Condo-"B" 0.2B 2.19 0.85 0.52 PCC 5 Use minimum of 5min. 0.52 Swale 0.50% 1.29 275 3.55 P1-P2 A2 0.71 1.65 0.84 0.98 Grass 8.55 1.5 Swale 0.50% 0.29 160 9.2 P2-P3 A3 0.4 1.19 0.84 0.40 Grass 17.75 use maximum of 15min. For site 1.9 Swale 0.50% 0.31 80 3.76 P3-P4 A4 0.59 1.19 0.84 0.59 18" 21.51 use maximum of 15min. For site 2.49 HDPE 2.00% 140 A5 0.15 1.191 0.84 0.15 1.18 Total Area"A" 2.13 2.64 HDPE 2.00% 80 0.50% 150 5 B1 Condo-"B" 0.27 2.19 0.85 0.50 PCC 5 Use minimum of 5min. 0.5 Swale 0.50% 1.27 238 3.12 Y1-Y2 B2 1.01 1.9 0.84 1.61 PCC 8.12 2.11 Gutter 0.50% 2.31 215 1.55 Y2-Y3 B3 0.3 1.5 0.83 0.37 18" 9.67 Total Area"B" 1.58 2.48 RCP C Condo "B" 0.16 2.19 0.85 0.30 5 Use minimum of 5min. 0:3 0.50°/a 75 5 D1 0.23 2.19 0.85 0.43 PCC 5 Use minimum of 5min. 0.43 Swale 0.70% 1.39 185 2.21 X1-X2 D2 0.64 1.75 0.85 0.95 PCC 7.21 1.38 Swale 0.50% 1.64 160 1.63 X2-X3 D3 0.56 1.6 0.84 0.75 t'"- 18" 8.84 Total Area"D" .1.43 - `2.13 HDPE 2 30 vl 0 0 0 SPEAR&ASSOCIATES,INC. Sheet No.:2of 2 475 Production Street Calculated By:RWH Date:5/23/05 SAN MARCOS, CA 92078 J.N.05=111 Phn. (760)736-2040 HYDROLOGY CALCULATION RATIONAL METHOD STORM FREQUENCY:2 ear Soil Classification Group="B" Zone: Mufti-Family Condominium Runoff Coefficient"C"=0.85 PROJECT:Temecula Tentative Mao for Mr. Norm Turoff-Conceptual G.P. Post-Development Drainage Soil Group& Area I "C" AQ FOSection slope 'v' "L^ "T" FTC Remarks Area Loc. Development Type (Acres) (in/hr) (c.f.s.) (c.f.s.) %or (fps) (Ft) (Min) No. AE(ft) 0.50% 100 5 E Condo--"B" 0.25 2.19 0.61 0.33 Parkway 5 Use minimum of 5min. 0.33 Grass P1-P2 Total Site Post Development 7.88 Pre-Development Sheet Total 0 Flow 5.01% 640 7.2 Site Pr raded 5.55 1.75 0.56 5.44 7.2 5.44 Difference Post Development-Pre Development 2.44 i -.- AREA "A" HYDROLOGY r� Triagular Channel-Area A from P1-P2: Q2=0.52 Worksheet for Triangular Channel Project Description • Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Discharge 0.52 cfs Results Depth 0.14 It Flow Area 0.4 ft' Wetted Perim( 5.70 ft Top Width 5.69 It Critical Depth 0.13 ft Critical Slope 0.007000 ft/ft Velocity 1.29 ft/s Velocity Head 0.03 ft Specific Energ 0.17 ft Froude Numb( 0.85 Flow Type Subcribcal • • A/ Project Engineer:Richard W.Hartley a:lsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:46:50 PM m Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Triangular Channel • Project Description Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Depth 0.14 It Left Side Slope 20.00 H:V Right Side Slope 20.00 H :V Discharge 0.52 cfs • 0.14 ft V:4.0 H:1 NTS • /c2l Project Engineer:Richard W.Hartley a:1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:46:38 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel • Project Description Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Salve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 2000 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.20 Discharge Depth Velocity Flow Wetted Top (cis) (ft) (ft/s) Area Perimeter Width (F) (ft) (ft) 0.00 0.00 0.00 0.0 0.00 5.69 0.20 0.10 1.02 02 3.97 3.97 0.40 0.13 1.21 0.3 5.16 5.15 0.60 0.15 1.33 0.5 6.01 6.01 0.80 0.17 1.44 0.6 6.68 6.68 1.00 0.18 1.52 0.7 7.27 7.26 1.20 0.19 1.59 0.8 7.79 7.78 • 1.40 0.21 1.65 0.9 8.26 8.25 1.60 0.22 1.71 0.9 8.67 8.66 1.80 0.23 1.76 1.0 9.07 9.05 2.00 0.24 1.80 1.1 9.43 9.42 • Project Engineer:Richard W.Hartley aAsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:46:00 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plofted Curves for Triangular Channel • Project Description Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope 005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cls) 0.00 2.00 0.20 Worksheet: Triangular Channel -Area A 2.0 Velocity vs Discharge 1.8 - -- ------------ ------- 1.6 1.4 • 1.2 U) 0 1.0 - 0.8 0.6 0-4 0.2 ............ 0.0 0.0 0.5 1.0 1.5 2.0 Discharge (Cfs) • Project Engineer:Richard W.HV.,/O.y aAsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0(7.00051 05/25/05 02:45:42 PM (9)Haestad Methods,Inc. 37Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel . Project Description Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.20 Worksheet: Triangular Channel -Area A --- -Depth vs Discharge 0.25 _._... 0.20 - ............'' • 0.15 . ._...._.. -------- - ,......... -------.._ ..... , ------ -------- - -- i-...... ..---------- O 0.10 ------ -----__.__. .-i--------- ----- -- -- - 0.05 0.00 0.0 0.5 1.0 1.5 2.0 Discharge (Cfs) • Project Engineer:Richard W-Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0(7.0005] 0525/05 02:45:18 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1668 Page i of 1 Trapezoidal Grass Channel - Area "A" From P2-P3 Q2=1.5cfs Worksheet for Trapezoidal Channel • Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.250 Channel Slope .005000 Rift Left Side Slope 2.00 H:V Right Side Slope 2.00 H:V Bottom Width 6.00 ft Discharge 1.50 cfs Results Depth 0.70 ft Flow Area 5.2 W Wetted Perim* 9.14 ft Top Width 8.81 It Critical Depth 0.12 It Critical Slope 1.864759 fttft Velocity 0.29 ftls Velocity Head 0.00 ft Specific Energ 0.70 ft Froude Numb* 0.07 • Flow Type Subcritical • Project Engineer:Richard W.Hartley a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 0525105 02:55:28 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1668 Page 1 of 1 Cross Section Cross Section for Trapezoidal Channel • Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.250 Channel Slope .005000 fVft Depth 0.70 ft Left Side Slope 2.00 H :V Right Side Slope 2.00 H:V Bottom Width 6.00 It Discharge 1.50 cfs • 0.70 ft 6.00 ft V:4.0 H:1 NTS • 2� Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:55:16 PM m Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Trapezoidal Channel . Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.250 Channel Slope .005000 ft/ft Left Side Slope 2.00 H:V Right Side Slope 2.00 H:V Bottom Width 6.00 It Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5.00 025 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft2) (ft) (ft) 0.00 0.00 0.00 0.0 0.00 8.81 0.25 0.25 0.16 1.6 7.10 6.99 0.50 0.37 0.20 2.5 7.66 7.49 0.75 0.47 0.23 3.3 8.11 7.88 1.00 0.56 0.25 4.0 8.49 8.23 1.25 0.63 0.27 4.6 8.83 8.53 • 1.50 0.70 0.29 5.2 9.14 8.81 1.75 0.77 0.30 5.8 9.43 9.07 2.00 0.83 0.32 6.3 9.70 9.31 2.25 0.88 0.33 6.9 9.95 9.53 2.50 0.94 0.34 7.4 10.19 9.75 2.75 0.99 0.35 7.9 10.42 9.95 3.00 1.04 0.36 8.4 1064 10.15 3.25 1.08 0.37 8.9 10.85 10.34 3.50 1.13 0.38 9.3 11.05 10.52 3.75 1.17 0.38 9.6 11.24 10.69 4.00 1.21 0.39 10.2 11.43 10.86 4.25 1.26 0.40 10.7 11.62 11.02 4.50 1.30 0.40 11.1 11.79 11.18 4.75 1.33 0.41 11.6 11.97 11.34 5.00 1.37 0.42 12.0 12.13 11.49 • Project Engineer:Richard W.Hartley aisa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 0525/05 02:55:02 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Trapezoidal Channel . Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.250 Channel Slope .005000 ft/ft Left Side Slope 2.00 H:V Right Side Slope 2.00 H:V Bottom Width 6.00 It Attribute Minimum Maximum Increment Discharge(cls) 0.00 5.00 0.25 Worksheet: Trapezoidal Channel -Area "A" Grass Swale 0.45 Velocity vs Discharge ----__.-...-- Y. 0.40 ------.-... 0.35 —., • 0.30 ' 0.25 .__..---- o j 0.20 0.15 - -- ......... --- 0.10 0.05 ........ 0.00 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 Discharge (cfs) • 0Y Project Engineer:Richard W.Harbay a:\sa 05-111 area a.tm2 Academic Edition FlowMaster v7.0[7.00051 05/25/05 02:54:46 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page i of 1 Curve Plotted Curves for Trapezoidal Channel Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.250 Channel Slope .005000 Tuft Left Side Slope 2.00 H:V Right Side Slope 2.00 H:V Bottom Width 6.00 It Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5.00 0.25 Worksheet: Trapezoidal Channel -Area "A" Grass Swale 1.4 - Depth vs Discharge 1.2 1.0 ... • 08 _.._. --- -- -- - 4.---- --- ULF v 0.6 ----- 0.4 0.2 - 0-0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 Discharge (cfs) • -7Y Project Engineer:Richard W.Hartley alsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005) 05/25/05 02:54:18 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Trapezoidal Grass Channel -Area "A" From P3-P4 Q2=1.9cfs Worksheet for Trapezoidal Channel • Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.250 Channel Slope .005000 ft/ft Left Side Slope 2.00 H :V Right Side Slope 2.00 H :V Bottom Width 6.00 It Discharge 1.90 cfs Results Depth O80 It Flow Area 6.1 ft' Wetted Perim( 9.59 ft Top Width 9.21 It Critical Depth 0.14 It Critical Slope 1.797034 ft/ft Velocity 0.31 ft/s Velocity Head 0.00 It Specific Energ 0.80 it Froude Numb( 0.07 Flow Type Subcribcal • n b, Project Engineer:Richard W.Hartley a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 0525/05 03:01:48 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Trapezoidal Channel Project Description . Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.250 Channel Slope .005000 ft/ft Depth 0.80 ft Left Side Slope 2.00 H :V Right Side Slope 2.00 H :V Bottom Width 6.00 ft Discharge 1.90 cfs 0.80 it 6.00 ft V:4.0� H:1 NTS i Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 03:00:52 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 AREA "D" HYDROLOGY Triangula Channel -Area "B" from Y1-Y2: Q2=0.SOcfs Worksheet for Triangular Channel Project Description • Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H:V Discharge 0.50 cls Results Depth 0.14 ft Flow Area 0.4 ft° Wetted Perim( 5.61 It Top Width 5.60 It Critical Depth 0.13 It Critical Slope 0.007035 ft/ft Velocity 1.27 ft/s Velocity Head 0.03 It Specific Energ 0.17 ft Froude Numb( 0.85 Flow Type Subcrifical • • Project Engineer:Richard W.Hartley a:lsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 03:11:38 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Depth 0.14 ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Discharge 0.5cfs • 0.14 ft V:4.0 H:1 NTS Project Engineer:Richard 4rdey a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 03:09:34 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel Project Description Worksheet Triangular Channel-Are, Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 Rift Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.25 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ftis) Area Perimeter Width (ft') (ft) (ft) 0.00 0.00 0.00 0.0 0.00 5.69 0.25 0.11 107 0.2 4.32 4.32 0.50 0.14 1.27 0.4 5.61 5.60 0.75 0.16 1.41 0.5 6.52 6.51 1.00 0.18 1.52 0.7 7.27 7.26 1.25 0.20 1.60 0.8 7.91 7.90 1.50 0.21 1.67 09 8.48 8.47 • 1.75 0.22 1.74 1.0 8.97 8.96 2.00 0.24 1.80 1.1 9.43 9.42 r Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005) 05/25/05 03:09:21 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of i Curve Plotted Curves for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 Nit Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.25 Worksheet: Triangular Channel -Area "B" -Velocity vs Discharge 2.0 ----.___ ._-.----_ .......------ -- ----- 1.6 ___..._ - --- - i..-.. .... .. 1.4 0 1.0 - ----_..._. ------ - 1 v I 0.8 _ 0.6 - ........... ... 0.4 - ----_.._. __.------ 0.2 - -- 'r--------. ...____ --- 0.0 0.0 0.5 1.0 1.5 2.0 Discharge (Cfs) Project Engineer:Richard W.Hartley aisa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 0525105 03:08:59 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 wit Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.25 Worksheet: Triangular Channel - Area "B" Depth vs Discharge 0.25 --- ___..--- -----......_.. ------- - - - --- --- 0.20 ..- .--- - ......._ .------------ -- .}. .....------ -----..- 0.15 OLS I O 0.10 0.05 ._. .. . — - ............. - - ..... 0.00 0.0 0.5 1.0 tEl 2.0 Discharge (Cfs) Project Engineer:Richard W.FMartley a:1se 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 03:08:36 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Gutter Section Area "B" from Y2-Y3: Q2=2.11cfs Worksheet for Gutter Section • Project Description Worksheet Gutter Section-Area" Type Gutter Section Solve For Spread Input Data Channel Slope .005000 ft/ft Discharge 2.11 cfs Gutter Width 1.80 ft Gutter Cross Slop 0.030 ft/ft Road Cross Slop( 0.030 ft/ft Mannings Coeffici 0.013 Results Spread 7.80 It Flow Area 0.9 ft' Depth 0.23 ft Gutter Depress 0.0 in Velocity 2.31 ft/s • 3� Project Engineer:Richard W.Hartley a1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 03:19:10 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Gutter Section • Project Description Worksheet Gutter Section-Area" Type Gutter Section - Solve For Spread Section Data Channel Slope .005000 ft/ft Discharge 2.11 cfs Gutter Width 1.80 It Gutter Cross Slop 0.030 fUft Road Cross Slop( 0.030 ft/ft Spread 7.80 ft Mannings Coeffici 0.013 • 0.50' 0.40 0.30 0.20 0.10 0.00 0+00 0+01 0+02 0+03 0+04 0+05 0+06 0+07 0+08 0+09 V:4.0 H:1 NTS Project Engineer:RichardW.Hartley aisa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.00051 05/25/05 03:18:48 PM m Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Gutter Section • Project Description Worksheet Gutter Section-Area" Type Gutter Section Solve For Spread Input Data Channel Slope .005000 ft/ft Gutter Width 1.80 It Gutter Cross Slop 0.030 fdft Road Cross Slop( 0.030 ft/ft Mannings Coeffici 0.013 Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5.00 0.25 Discharge Spread Velocity (cis) (ft) (Pos) 0.00 0.00 0.00 0.25 3.50 1.36 0.50 4.54 1.61 0.75 5.29 1.79 1.00 5.89 1.92 1.25 6.41 2.03 1.50 6.86 2.12 1.75 7.27 2.21 • 2.00 7.64 2.28 2.25 7.99 2.35 2.50 8.31 2.41 2.75 8.61 2.47 3.00 8.90 2.53 3.25 9.17 2.58 3.50 9.43 2.62 3.75 9.68 2.67 4.00 9.91 2.71 4.25 10.14 2.76 4.50 10.36 2.80 4.75 10.57 2.83 5.00 10.78 2.87 • 3p Project Engineer:Richard .Hartley a:1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.017.0005] 05/25/05 03:18:30 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Gutter Section Project Description Worksheet Gutter Section-Area Type Gutter Section Solve For Spread Input Data Channel Slope 005000 ftift Gutter Width 1.80 It Gutter Cross Slop 0.030 fUft Road Cross Slop( 0.030 ItIft Mannings Coeffici 0.013 Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5.00 0.25 Worksheet: Gutter Section -Area "B" Velocity vs Discharge 3-0 r ........ ........ 2.5 ................ ............... 2.0 ....... . ...... U) 0 1.5 .......... ... ...- 1.0 ..... ................... 0.5 - ............ 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3,0 3.5 4.0 4.5 5.0 Discharge (cfs) Project Engineer:Richard W.H.ardey a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05t25105 03:18:12 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1866 Page 1 of 1 Curve Plotted Curves for Gutter Section Project Description Worksheet Gutter Section-Area Type Gutter Section Solve For Spread Input Data Channel Slope .005000 ft/ft Gutter Width 1.80 It Gutter Cross Slop 0.030 ft/ft Road Cross Slop( 0.030 ffift Mannings Coeffici 0.013 Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5.00 0.25 Worksheet: Gutter Section - Area "B" Spread vs Discharge 12.0 ....... 10.0 8.0 ...... 6.0 CL ...... 4.0 20 .... 0.0 0.0 0.5 11.0 1.5 2.0 2.5 3.0 3.6 4.0 4.5 5.0 Discharge (Cfs) yo Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25t05 03:17:43 PM 0 Haestad Methods,Inc. 37Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 s AREA "D" HYDROLOGY Triangular Channel Area "D" from X1-X2: Q2=0.43cfs Worksheet for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .007000 fVft Left Side Slope 20.00 H :V Right Side Slope 20.00 H:V Discharge 0.43 cts Results Depth 0.12 It Flow Area 0.3 ft' Wetted PerimE 4.98 ft Top Width 4.97 ft Critical Depth 0.12 It Critical Slope 0.007242 ft/ft Velocity 1.39 ft/s Velocity Head 0.03 ft Specific Energ 0.15 ft Froude Numbr 0.98 Flow Type Subcritical • V7 Project Engineer:Richard W.Hartley a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.00051 05/25/05 03:25:54 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Triangular Channel • Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.014 Channel Slope .007000 fVt Depth 0.12 ft Left Side Slope 20.00 H:V Right Side Stope 20.00 H:V Discharge 0.43 cis 0.12 ft V:4.0L HA NTS • !L Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 03:25:40 PM 0 Heestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel • Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .007000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 4.00 0.25 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) 0.00 0.00 0.00 0.0 0.00 4.97 0.25 0.10 1.22 0.2 4.05 4.05 0.50 0.13 1.45 0.3 5.27 5.26 0.75 0.15 1.60 0.5 5.14 6.13 1.00 0.17 1.72 0.6 6.62 6.82 1.25 0.19 1.82 0.7 7.42 7.41 1.50 0.20 1.90 08 7.95 7.94 A 1.75 0.21 1.97 0.9 8.43 8.42 2.00 0.22 2.05 1.0 8.85 8.84 2.25 0.23 2.11 1.1 9.26 9.25 2.50 0.24 2.16 1.2 9.63 9.62 2.75 0.25 2.21 1.2 9.98 9.97 3.00 0.26 2.26 1.3 10.31 10.30 3.25 0.27 2.31 1.4 10.63 10.61 3.50 0.27 2.35 15 10.93 10.91 3.75 0.28 2.39 1.6 11.21 11.20 4.00 0.29 2.43 1.6 11.49 11.47 • / Project Engineer:Richard W.Hartley aisa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005) 05/25/05 03:25:17 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1668 Page 1 of 1 Curve Plotted Curves for Triangular Channel Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .007000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 2000 H :V Attribute Minimum Maximum Increment Discharge lot) 0.00 4.00 0.25 Worksheet: Triangular Channel -Area "D" 2.5 - ..... Velocity vs Discharge 2.0 - ---- --._...... ;.._.---------- -- ------- i... -- - ---- - 1.5 - -.....-- - -........ , ------- - - ----- O 1.0 . .... ; 0.5 -------- ------- --- -- -- 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Discharge (cfs) • Project Engineer:Richer W.Hartley a:\sa 05-111 area a.fM2 Academic Edition FlowMaster v7.017.0005] 05/25/05 03:24:57 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .007000 fttft Left Side Slope 20.00 H:V Right Side Slope 20.00 H :V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 4.00 0.25 Worksheet: Triangular Channel -Area "D" 0.30 - _Depth vs Discharge 0.25 0.20 _._- .._._.- - ...__- x 0.15 O 0.10 -._... - 0.05 -... ....... - 0.00 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Discharge (cfs) Project Engineer:Rich>ird W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005) 05/25/05 03:24:27 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06706 USA +1_203-755-1666 Page 1 of 1 Triangular Channel Area "D" from X2-X3: 02=1.38cfs Worksheet for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H :V Discharge 1.38 cfs Results Depth 0.21 ft Flow Area 0.8 ft' Wetted Perim( 8.21 ft Top Width 8.20 It Critical Depth 0.20 ft Critical Slope 0.006199 ft/ft Velocity 1.64 ft/s Velocity Head 0.04 It Specific Energ 0.25 ft Froude Numb( 0.90 Flow Type Subcritical • • �7 Project Engineer:Ric ah rd W.Hartley a1sa 05-111 area a.fm2 Academic Edition FlovMlaster v7.0[7.0005] 05/25/05 03:37:51 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Triangular Channel • Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Depth 0.21 ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Discharge 1.38 cfs a 0.21 ft V:4.0L H:1 NTS • Project Engineer:R c and W.Hartley a:lsa 05-111 area a.frn2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 03:37:43 PM ®Haested Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1.203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel • Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 4.00 0.25 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) 0.00 0.00 0.00 0.0 0.00 8.38 0.25 0.11 1.07 0.2 4.32 4.32 0.50 0.14 1.27 0.4 5.61 5.60 0.75 0.16 1.41 0.5 6.52 6.51 1.00 0.18 1.52 0.7 7.27 7.26 1.25 0.20 1.60 0.8 7.91 7.90 1.50 0.21 1.67 0.9 8.48 8.47 1.75 0.22 1.74 1.0 8.97 8.96 2.00 0.24 1.80 1.1 9.43 9.42 2.25 0.25 185 1.2 9.86 9.85 2.50 0.26 1.91 1.3 10.26 10.24 2.75 0.27 1.95 1.4 10.63 10.62 3.00 0.27 1.99 1.5 10.98 10.97 3.25 0.28 2.03 1.6 11.32 11.30 3.50 0.29 2.07 1.7 11.64 11.62 3.75 0.30 2.11 1.8 11.94 11.93 4.00 0.31 2.14 1.9 12.24 12.22 Project Engineer:Richard W.Hartley a.\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 0525105 03:30:32 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel • Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 4.00 0.25 Worksheet: Triangular Channel -Area "D" Velocity vs Discharge 2.5 ._..---- . 2.0 .. - 1.5 ------------ - _._.-- '-- ----- ------ ''--.......- i..... 0 1 I 1.0 ......... .. 0.5 - - 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Discharge (cfs) • 561 Project Engineer:Richard W.Hartley a:4sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 03:30:15 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel Project Description •Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0,014 Channel Slope 005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 4.00 0.25 Worksheet Triangular Channel -Area "D" Depth vs Discharge 0.35 -.......... ......... ....... ........ ..........- - 0.30 0.25 - .......... . ........... ...........- ............ J • 0.20 ...... .......... . ........... .0 O 0.15 ...... .......... ............. .......- 0-10 ...... .......... ........- - ------ - ----------- 0-05 0.00 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Discharge (Cfs) Project Engineer:Richard W.Hartley aAsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05125/05 03:29:44 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 10 YEAR STORM EVENT S� 0 0 0 SPEAR&ASSOCIATES, INC. Sheet No.:1 of 2 475 Production Street Calculated By:RWH Date:5/23/05 SAN MARCOS, CA 92078 J.N.05-111 Phn:(760)736-2040 HYDROLOGY CALCULATION RATIONAL METHOD STORM FREQUENCY:10 year Soil Classification Group="B" Zone: Multi-Family Condominium Runoff Coefficient"C"=0.85 PROJECT:Temecula Tentative Mao for Mr.Norm Turoff-Conceptual G.P. Post-Development Drainage Soil Group& Area I "C" AQ IQ Section Slope "V" c7' FTC Remarks Area Loc. Development Type (Acres) (in/hr) (c.f.s.) (c.f.s.) %or (fps) (Ft) (Min) No. DE(ft) 0.50% 100 5 qA411 Condo-"B" 0.28 3.5 0.85 0.83 PCC 5 Use minimum of 5min. 0.83 Swale 0.50% 1.45 275 3.16 P1-P2 0.71 2.7 0.84 1.61 Grass 8.15 2.44 Swale 0.50% 0.34 160 7.84 P2-P3 0.4 1.9 0.84 0.64 Grass 15.99 use maximum of 15min. For site 3.08 was 0.50% 0.36 80 3.7 P3-P4 0.59 1.9 0.84 0.94 IB" 19.67 use maximum of 15min. For site 4.02 HDPE 2.00% 140 0.151 1.9 0.84 0.24 "18 Total Area"A" 2.13 4.26 HDPE 2.00% 80 0.50% 150 5 B1 Condo-"B" 0.27 3.5 0.85 0.80 PCC 5 Use minimum of 5min. 0.8 Swale 0.50% 1.44 238 2.75 Y1-Y2 B2 1.01 2.751 0.84 2.33 PCC 7.75 3.13 Gutter 0.50% 2.55 215 1.4 Y2-Y3 B3 0.3 2.5 0.83 0.62 18" 9.16 Total Area"B" 1.58 ,5.75 RCP C Condo "B" 0.16 3.5 0.85 0.48 5 0.49 0.50°k 75 5 D1 0.23 3.5 0.85 0.68 PCC Use minimum of 5min. 0.68 Swale 0.70% 1.56 185 1.98 X1-X2 D2 0.64 2.8 0.85 1.52 PCC 6.98 2.2 Swale 0.50% 1.85 160 1.44 X2-X3 D3 0.56 2.6 0.84 -1-.22-" 18" 8.42 Total Area"D" 1.43 3.42 HDPE 2 30 9 SPEAR&ASSOCIATES, INC. Sheet No.:2of 2 475 Production Street Calculated By:RWH Date:5/23105 SAN MARCOS,CA 92078 J.N.05=111 Phn: (760)736-2040 HYDROLOGY CALCULATION RATIONAL METHOD STORM FREOUENCY:10 year Soil Classification Group="B" Zone: Multi-Family Condominium Run-off Coefficient"C"=0.85 PROJECT:Temecula Tentative Mao for Mr.Norm Turoff-Conceptual G.P. Post-Development Drainage Soil Group& Area 1 "C" DO EO Section Sbpe 'v' "L" "T' FTC Remarks Area Loc. Development Type (Acres) (in/hr) (c.f.s.) (c.f.s.) %or (fps) No. 4E(ft) 0.50% 100 5 E Condo-"B" 0.25 3.5 0.69 0.60 Parkway 5 Use minimum of 5min. 0.6 Grass P1-P2 Total Site Post Development 12.52 Pre-Development Sheet Total 0 Flow 5.01% 640 7.2 Site Pre-graded 5.55 2.75 0.65 9.92 7.2 9.92 Difference Post Development-Pre Development 2.60cfs l!� "Note:Pre-Development 0100 taken from City of Temecula Storm Drain Improvement Plan-Parcel Map 28657-1 Line"C") Sheet 12 of 15 AREA "A" HYDROLOGY 5�✓ Triagular Channel-Area A from P1-P2: Q10=0.83 Worksheet for Triangular Channel Project Description • Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Discharge 0.83 cfs Results Depth 0.17 it Flow Area 0.6 W Wetted Perime 6.78 it Top Width 6.77 ft Critical Depth 0.16 it Critical Slope 0.006608 ft/ft Velocity 1.45 ft/s Velocity Head 0.03 it Specific Energ 0.20 It Froude Numb( 0.88 Flow Type Subcritical • Project Engineer:Richard W.Hartley a1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 11:04:04 AM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Triangular Channel Project Description • Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Depth 0.17 It Left Side Slope 20.00 H:V Right Side Slope 20.00 H :V Discharge 0.83 cis • 0.11I7 ft V:4.0 H:1 NTS • S//A Project Engineer:Richard W.Hartley a:�sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 0525/05 11:04:30 AM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel Project Description • Worksheet Triangular Channel-At Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 tuft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.20 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft') (ft) (ft) 0.00 0.00 0.00 0.0 0.00 6.77 0.20 0.10 1.02 0.2 3.97 3.97 0.40 0.13 1.21 0.3 5.16 5.15 0.60 0.15 1.33 0.5 6.01 6.01 0.80 0.17 1.44 0.6 6.68 6.68 1.00 0.18 1.52 0.7 7.27 7.26 1.20 0.19 1.59 0.8 7.79 7.78 • 1.40 0.21 1.65 0.9 8.26 8.25 1.60 0.22 1.71 0.9 8.67 8.66 1.80 0.23 176 1.0 9.07 9.05 2.00 0.24 1.60 1.1 9.43 9.42 • Project Engineer:Richard W.Harney a:1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 11:05:20 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel Project Description • Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.20 Worksheet: Triangular Channel -Area A Depth vs Discharge 0.25 0.204....... ------...- -- ------ ---- 0.15 ........ _._---------- ...._.-- ------- - -------- N� 0.10 --- - --........_.-- -- 0.05 -- ...... - 0.00 ' '' 0.0 0.5 1.0 1.5 2.0 Discharge (cfs) • �9 J Project Engineer:Richard W.Hartley a:1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 11:04:53 AM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Trapezoidal Grass Channel - Area "A" From 132-P3 • Q10=2.44cfs Worksheet for Trapezoidal Channel • Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffid 0.250 Channel Slope .005000 Poft Left Side Slope 2.00 H:V Right Side Slope 2.00 H :V Bottom Width 6.00 It Discharge 2.44 cis Results Depth 0.92 It Flow Area 7.3 ft' Wetted Permit 10.13 It Top Width 9.70 It Critical Depth 0.17 It Critical Slope 1.705127 ft/ft Velocity 0.34 ft/s Velocity Head 0.00 It Specific Energ 0.93 It Froude Numb( 0.07 Flow Type Subcritical Project Engineer:Richard W.Hartley aAsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 0525/05 11:12:08 AM ®Haested Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Trapezoidal Channel Project Description • Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.250 Channel Slope .005000 f tft Depth 0.92 ft Left Side Slope 2.00 H:V Right Side Slope 2.00 H :V Bottom Width 6.00 It Discharge 2.44 cis • 0.92 ft 00 ft V:4.0 H:1 NTS • �s Project Engineer:Richard W.Hartley a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 11:12:39 AM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Trapezoidal Channel Project Description • Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.250 Channel Slope .005000 ft/ft Left Side Slope 2.00 H:V Right Side Slope 2.00 H:V Bottom Width 6.00 It Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5.00 0.25 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width OF) (ft) (ft) 0.00 0.00 0.00 0.0 0.00 10.21 0.25 0.25 0.16 1.6 7.10 6.99 0.50 0.37 0.20 2.5 7.66 7.49 0.75 0.47 0.23 3.3 8.11 7.88 1.00 0.56 0.25 4.0 8.49 8.23 1.25 0.63 0.27 4.6 8.83 8.53 • 1.50 0.70 0.29 5.2 9.14 8.81 1.75 0.77 0.30 5.8 9.43 9.07 2.00 0.83 0.32 6.3 9.70 9.31 2.25 0.88 0.33 6.9 9.95 9.53 2.50 0.94 0.34 7.4 10.19 9.75 2.75 0.99 0.35 7.9 10.42 9.95 3.00 1.04 0.36 8.4 10.64 10.15 3.25 1.08 0.37 8.9 10.85 10.34 3.50 1.13 0.38 9.3 11.05 10.52 3.75 1.17 0.38 9.8 11.24 10.69 4.00 1.21 0.39 10.2 11.43 10.86 4.25 1.26 0.40 10.7 11.62 11.02 4.50 1.30 0.40 11.1 11.79 11.18 4.75 1.33 0.41 11.6 11.97 11.34 5.00 1.37 0.42 12.0 12.13 11.49 • Project Engineer:Richard W.Hartley a:Lsa 05-111 area 8.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 11:24:15 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Trapezoidal Channel Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.250 Channel Slope .005000 Rift Left Side Slope 2.00 H:V Right Side Slope 2.00 H:V Bottom Width 6.00 It Attribute Minimum Maximum Increment Discharge(cis) 0.00 5.00 0.25 Worksheet: Trapezoidal Channel -Area "A" Grass Swale Depth vs Discharge 1.4 1.2 ......... ........ ----- -- 1.0 -+ .. L O 0.6 -............... ------....-.. ......-.. --------- -- -- -- 0.4 - --- ........---- ----- -------_.- -----_ ..__.----- - ' 0.2 - -r 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 Discharge (cfs) • Project Engineer:Richard W.Hartley a:\se 05-111 area a.fm2 Academie Edition FlowMaster v7.0[7.0005] 05/25/05 11:23:55 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Trapezoidal Grass Channel -Area "A" From P3-P4 Q10=3.08cfs Worksheet for Trapezoidal Channel Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffid 0.250 Channel Slope .005000 ft/ft - Left Side Slope 2.00 H :V Right Side Slope 2.00 H :V Bottom Width 6.00 it Discharge 3.08 cis Results Depth 1.05 ft Flow Area 8.5 iP Wetted Perim( 10.71 ft Top Width 10.21 ft Critical Depth 0.20 ft Critical Slope 1.626223 ft/ft Velocity 0.36 ft/s Velocity Head 0.00 ft Specific Energ 1.05 ft Froude Numb( 0.07 Flow Type Subcritical • Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 11:18:19 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Trapezoidal Channel Project Description • Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.250 Channel Slope .005000 fVft Depth 1.05 ft Left Side Slope 2.00 H:V Right Side Slope 2.00 H :V Bottom Width 6.00 It Discharge 3.08 cis • 1.05 ft 6.00 ft V:4.0 H:1 NTS • _ w 4� Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edieon FlowMaster v7.0[7.0005] 05/25/05 11:18:54 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1686 Page 1 of i AREA "B" HYDROLOGY c Triangula Channel -Area "B" from Y1-Y2: 010=0.80cfs Worksheet for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 f tft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Discharge 0.80 cfs Results Depth 0.17 It Flow Area 0.6 ft' Wetted Perim( 6.68 ft Top Width 6.68 ft Critical Depth 0.16 ft Critical Slope 0.006612 ft/ft Velocity 1.44 ff/s Velocity Head 0.03 ft Specific Energ 0.20 ft Froude Numb( 0.88 Flow Type Subcritical • i Project Engineer:Richard W.Hartley a:Gsa 05-111 area a.fm2 Academic Edition FlowMaster v7.017.0005] 05/25/05 11:26:58 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page i of 1 Cross Section Cross Section for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeftici 0.014 Channel Slope 005000 ft/ft Depth 0.17 ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Discharge 0.80 cfs • 0.17 ft t V:4.0 H:1 NTS • Project Engineer:Richard W.Hamey a:1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 11:27:12 AM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel . Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 tuft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.25 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (F) (ft) (ft) 0.00 0.00 0.00 0.0 0.00 6.68 0.25 0.11 1.07 0.2 4.32 4.32 0.50 0.14 1.27 0.4 5.61 5.60 0.75 0.16 1.41 0.5 8.52 6.51 1.00 0.18 1.52 0.7 7.27 7.26 1.25 0.20 1.60 0.8 7.91 7.90 1.50 0.21 1.67 0.9 8.48 8.47 1.75 0.22 1.74 1.0 8.97 8.96 2.00 0.24 1.80 1.1 9.43 9.42 s o � Project Engineer:Richard W.Hartley a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 11:27:45 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel • Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cls) 0.00 2.00 0.25 Worksheet: Triangular Channel -Area "B" Depth vs Discharge 0.25 ----- ----__.._.. -- -- 0.20 .___... ------ '------ 0.15 - ........ ------. - ,.._.--- --._...... ------......._ t 4 N E 0.10 0.05 - _. ...... ------ - I- - ------- 0.00 0.0 0.5 1.0 1.5 2.0 Discharge (cfs) 40 70 Project Engineer:Richard W.Hartley a:Wa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 11:27:28 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of i Gutter Section Area "B" from Y2-Y3: Q10=3.13cfs Worksheet for Gutter Section Project Description • Worksheet Gutter Section-Area" Type Gutter Section Solve For Spread Input Data Channel Slope .005000 f fft Discharge 3.13 cfs Gutter Width 1.80 ft Gutter Cross Slop 0.030 ft/ft Road Cross Slop( 0.030 Rift Mannings Coeffici 0.013 Results Spread 9.04 It Flow Area 1.2 ft2 Depth 0.27 ft Gutter Depress 0.0 in Velocity 2.55 ft/s • ri Project Engineer:Richard W.Hartley a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 11:32:17 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Gutter Section Project Description Worksheet Gutter Section-Area" Type Gutter Section Solve For Spread Section Data Channel Slope .005000 ft/ft Discharge 3.13 cfs Gutter Width 1.80 ft Gutter Cross Slop 0.030 fteft Road Cross Slope 0.030 ft/ft Spread 9.04 ft Mannings Coeffici 0.013 ` 0.50 0.40 0.30 0.20 0.10 0.00 0+00 0+02 0+04 0+06 0+08 0+10 0+12 V:4.0 H:1 NTS • 72/ Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaeter v7.0[7.0005) 0525/05 11:32:35 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page i of 1 Table Rating Table for Gutter Section Project Description Worksheet Gutter Section-Area" Type Gutter Section Solve For Spread Input Data Channel Slope .005000 ft/ft Gutter Width 1.80 ft Gutter Cross Slop 0.030 ft/ft Road Cross Slop( 0.030 ft/ft Mannings Coeffici 0.013 Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5.00 0.25 Discharge Spread Velocity (cls) (ft) (ft/s) 0.00 0.00 0.00 0.25 3.50 1.36 0.50 4.54 1.61 0.75 5.29 1.79 1.00 5.89 1.92 1.25 6.41 2.03 1.50 6.86 2.12 1.75 7.27 2.21 • 2.00 7.64 2.28 2.25 7.99 2.35 2.50 8.31 2.41 2.75 8.61 2.47 3.00 8.90 2.53 3.25 9.17 2.58 3.50 9.43 2.62 3.75 9.68 2.67 4.00 9.91 2.71 4.25 10.14 2.76 4.50 10.36 2.80 4.75 10.57 2.83 5.00 10.78 2.87 Project Engineer:Richard W.Hartley aAsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0(7.0005] 0525/05 11:33:07 AM 0 Hassled Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Gutter Section Project Description • Worksheet Gutter Section-Area Type Gutter Section Solve For Spread Input Data Channel Slope 005000 iftlit Gutter Width 1.80 It Gutter Cross Slop 0.030 ft/ft Road Cross Slop( 0.030 Nit Mannings Coeffici 0.013 Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5m 0.25 Worksheet: Gutter Section -Area "B" 12.0 Spread vs Discharge .......— .......... ....... 10.0 ....... ....... 8.0 ...... ...... T . ......... ........ ........ M 6.0 4.0 — ....... .......— ....... 2.0 ... ......... .......... ------- - 0.0 -- 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 Discharge (cfs) Project Engineer:Richard W.Hartley wksa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05125105 11:32:52 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of I AREA "D" HYDROLOGY Triangular Channel Area "D" from X1-X2: 010=0.68cfs Worksheet for Triangular Channel Project Description .� Worksheet Triangular Channel-Are, Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .007000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Discharge 0.68 cfs Results Depth 0.15 It Flow Area 0.4 ft- Wetted Perim* 5.92 ft Top Width 5.91 ft Critical Depth 0.15 ft Critical Slope 0.006816 ft/ft Velocity 1.56 ft/s Velocity Head 0.04 It Specific Energ 0.19 It Froude Numb( 1.01 Flow Type Supercritical Project Engineer:Richard W.Hartley a:Wa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:14:33 PM m Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Triangular Channel Is Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.014 Channel Slope .007000 ft/ft Depth 0.15 It Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Discharge 0.68 cfs • 0.1 5 ft V:4.0 H:1 NTS 7 Project Engineer:Richard W.Hartley a:Xsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:14:18 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel Project Description • Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefici 0.014 Channel Slope .007000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 4.00 0.25 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ftls) Area Perimeter Width (ft2) (ft) (ft) 0.00 0.00 0.00 0.0 000 5.91 0.25 0.10 1.22 0.2 4.05 4.05 0.50 0.13 1.45 0.3 5.27 5.26 0.75 0.15 1.60 0.5 6.14 6.13 1.00 0.17 1.72 0.6 6.82 6.82 1.25 0.19 1.82 0.7 7.42 7.41 1.50 0.20 1.90 0.8 7.95 7.94 1.75 0.21 1.97 0.9 8.43 8.42 • 2.00 0.22 2.05 1.0 8.65 8.84 2.25 0.23 2.11 1.1 9.26 9.25 2.50 0.24 2.16 1.2 9.63 9.62 2.75 0.25 2.21 1.2 9.98 9.97 3.00 0.26 2.26 1.3 10.31 10.30 3.25 0.27 2.31 1.4 10.63 10.61 3.50 0.27 2.35 1.5 10.93 10.91 3.75 0.28 2.39 1.6 11.21 11.20 4.00 0.29 2.43 1.6 11.49 11.47 • � ey Project Engineer:Richard W. ariley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:14:06 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755.1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel Project Description SWorksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .007000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 4.00 0.25 Worksheet: Triangular Channel -Area "D" Velocity vs Discharge 2.5 - r-- ......... ..._.----- - _.____ ...._ 2.0 ..................... .... ------ - ......._ ----i--- --._ ._.. .__-._- ------ - i-- -------i 0 1.0 ............ _.. 0.5 ........ - ...... .......- 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Discharge (Cfs) • 7 Project Engineer:Richard W.Hartley a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:13:47 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .007000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 4-00 0.25 Worksheet: Triangular Channel - Area "D" Depth vs Discharge 0.30 - ----- ----. ... . ......... - ...___ 0.25 - ----- ------- . ............. _...... --- 0.20 - -----.__ ........... - . _' - x0.15 . ._.....- ---- -- ----- --- --- ------- _. ----- � i 0.10 . .... ...-....... - -...---- ---- -- -- ----', 0.05 . - -.__... . -- 0.00 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Discharge (Cfs) is Q� Project Engineer:Richard W.Hartley a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0 17.0005) 05/25/05 02:13:25 PM 0 Haestad Methods,Inc. 37 8rookside Road Waterbury,CT 06708 USA +1-203-755-1668 Page 1 of 1 Triangular Channel Area "D" from X2-X3: Q10=2.20cfs Worksheet for Triangular Channel Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings CoefBci 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 2000. H :V Discharge 2.20 cfs Results Depth 0.24 ft Flow Area 1.2 W Wetted Perim( 9.78 It Top Width 9.77 ft Critical Depth 0.24 It Critical Slope 0.005800 ft/ft Velocity 1.85 ft/s Velocity Head 0.05 It Specific Energ 0.30 ft Froude Numb( 0.93 Flow Type Subcritical Project Engineer:Richard W.Hartley a:%sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:19:41 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Triangular Channel Project Description • Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Depth 0.24 ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Discharge 2.20 cis 0.24 ft V:4.0 H:1 NTS Project Engineer:Richard W.Hartley aAsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:19:28 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel Project Description • Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 4.00 0.25 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (tUs) Area Perimeter Width (ft2) (ft) (ft) 0.00 0.00 0.00 0.0 0.00 9.77 0.25 0.11 1.07 0.2 4.32 4.32 0.50 0.14 1.27 0.4 5.61 5.60 0.75 0.16 1.41 0.5 6.52 6.51 1.00 0.18 1.52 0.7 7.27 7.26 1.25 0.20 1.60 0.8 7.91 7.90 1.50 0.21 1.67 0.9 8.48 8.47 1.75 0.22 1.74 1.0 8.97 8.96 • 2.00 0.24 1.80 1.1 9.43 9.42 2.25 0.25 1.86 1.2 9.86 9.85 2.50 0.26 1.91 1.3 10.26 10.24 2.75 0.27 1.95 1.4 10.63 10.62 3.00 0.27 1.99 1.5 10.98 10.97 3.25 0.28 2.03 1.6 11.32 11.30 3.50 0.29 2.07 1.7 11.64 11.62 3.75 0.30 2.11 1.8 11.94 11.93 4.00 0.31 2.14 1.9 12.24 12.22 � 83/ Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academie Edition FlowMaster v7.017.00051 05/25/05 02:19:10 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel Project Description • Worksheet Triangular Channel-Are, Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 R/ft Left Side Slope 20.00 H:V Right Side Slope 2000 H:V Attribute Minimum Maximum Increment Discharge(cls) 0.00 4.00 0.25 Worksheet: Triangular Channel - Area "D" Velocity vs Discharge 2.5 ---------_ .-.__..-- ------ - 2.0 - 1.5 � I 0 N m 1.0 -- : ..........- - ----t- ......... 0.5 ......... -- - --- -- 0-0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Discharge (Cfs) • 8� Project Engineer Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005) 0525105 02:18:54 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1866 Page i of 1 Curve Plotted Curves for Triangular Channel Project Description • Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 4.00 0.25 Worksheet: Triangular Channel -Area "D" Depth vs Discharge 0.35 0.30 . ...._.-._ -- 0.25 - ___, - • 0.20 . . ..... ........._._ :-------- ......... ------ --- - C O 0.15 0.10 --- ----- -.. ..._... ------- - . 0.05 - --_ . .......... ---- ------ ._...._ ....... 0.00 0.0 0.5 1.0 1.5 2-0 2.5 3.0 3.5 4.0 Discharge (Cfs) 40 Project Engineer:Richard W.Hartley aisa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/25/05 02:18:29 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page i of 1 100 YEAR STORM EVENT g� 0 0 SPEAR&ASSOCIATES, INC. Sheet No.:1 of 2 475 Production Street Calculated By:RWH Date:5/23/05 SAN MARCOS,CA 92078 J.N.05-111 Phn:(760)736-2040 HYDROLOGY CALCULATION RATIONAL METHOD STORM FREOUENCY:100 ear Soil Classification Group="B" Zone:Multi-Family Condominium Runoff Coefficient"C"=0.85 PROJECT:Temecula Tentative Mao for Mr.Norm Turoff-Conceptual G.P. Post-Development Drainage Soil Group& Area I "C" AQ EO Section Slope "V° "C "f" ETC Remarks Area Loc. Development Type (Acres) (in/hr) (c.f.s.) (C.f.s.) %or (fps) (Ft) (Min) No. AE(ft) 0.50% 100 5 Al Condo-"B" 0.28 5.1 0.85 1.21 PCC 5 Use minimum of 5min. 1.21 Swale 0.50% 1.6 275 2.86 P1-P2 A2 0.71 3.9 0.84 2.33 Grass 7.86 3.54 Swale 0.50% 0.38 160 7.01 P2-P3 A3 0.4 2.79 0.84 0.94 Grass 14.87 4.48 Swale 0.50% 0.4 80 3.33 P3-P4 A4 0.59 2.79 0.84 1.38 !6" 18.2 use maximum of 15min.For site 5.86 HDPE 2.00% 140 A5 0.15 2.79 0.84 0.35 1118 Total Area"A" 2.13 "8.21 HDPE 2.00% 80 0.50% 150 5 81 Condo"8" 0.27 5.1 0.85 1.17 PCC 5 Use minimum of 5min. 1.17 Swale 0.50% 1.57 238 2.52 Y1-Y2 B2 1.01 4 0.84 3.39 PCC 7.52 4.54 Gutter 0.50% 2.8 215 1.28 Y2-Y3 B3 0.3 3.7 0.83 0,92 18" 8.8 Total Area"B" 1.58 5.5 RCP C Condo "B" 0.16 5.11 0.85 0,69 0.69 0.50% 751 5 D1 0.23 5.1 0.85 1.00 PCC 5 Use minimum of 5min. 1 Swale 0.70°% 1.72 185 1.79 D2 0.64 4.3 0.85 2.34J3,34 C 6,79 ale 0.50% 2.05 160 1.3 D3 0.56 3.94 0.84 1.85 " 8.09 Total Area"D" 1.43 DPE 2 30 0 0 0 SPEAR&ASSOCIATES, INC. Sheet No.:1 of 2 475 Production Street Calculated By:RWH Date:5/23/05 SAN MARCOS, CA 92078 J.N.05-111 Phn:(760)736-2040 HYDROLOGY CALCULATION RATIONAL METHOD STORM FREQUENCY:100 year Soil Classification Group="B" Zone: Mufti-Family Condominium Runoff Coefficient"C"=0.85 PROJECT:Temecula Tentative Mao for Mr.Norm Turoff-Conceptual G.P. Post-Development Drainage Soil Group& Area I "C" AQ IQ Section Slope "V, "C IT. ETC Remarks Area Loc. Development Type (Acres) (in/hr) (C.f.s.) (c.f.s.) %or (fps) (Ft) (Min) No. AE(ft) 0.50% 100 5 E Condo-"B" 0.25 5.1 0.75 0.96 Parkway 5 Use minimum of 5min. 0.96 Grass P1-P2 Total Site Post Development _—:1--975, / ,� Pre-Development Total Site Pre-graded 5.55 `•13.2 13.2 Difference Post Development-Pre Develo ment 5.55 ••Note:Pre-Development Q100 taken from City of Temecula Storm Drain Improvement Plan-Parcel Map 28657-1 (Line"C") Sheet 12 of 15 • AREA "A" HYDROLOGY a • Triagular Channel-Area A from P1-P2: 0100=1.21cfs Worksheet for Triangular Channel is Project Description Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coetfici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Discharge 1.21 cfs Results Depth 0.20 ft Flow Area 0.8 ft' Wetted Perim( 7.81 It Top Width 7.80 ft Critical Depth 0.19 it Critical Slope 0.006349 ft(ft Velocity 1.59 ft/s Velocity Head 0.04 It Specific Energ 0.23 It Froude Numb( 0.90 Flow Type Subcritical • • J� Project Engineer:Richard W.Hartley aisa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 02:48:17 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Triangular Channel • Project Description Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Depth 0.20 It Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Discharge 1.25 cis 0.20 ft V:4.0 H:1 NTS Project Engineer:Richard W.Hartley aise 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 09:57:43 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel • Project Description Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cls) 0.00 2.00 0.20 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (fus) Area Perimeter Width (ft') (ft) (ft) 0.00 0.00 0.00 0.0 0.00 7.90 0.20 0.10 1.02 0.2 3.97 3.97 0.40 0.13 1.21 0.3 5.16 5.15 0.60 0.15 1.33 0.5 6.01 6.01 0.80 0.17 1.44 0.6 6.68 6.68 1.00 0.16 1.52 0.7 7.27 7.26 1.20 0.19 1.59 0.8 7.79 7.78 • 1.40 0.21 1.65 0.9 8.26 8.25 1.60 0.22 1.71 0.9 8.67 8.66 1.80 0.23 1.76 1.0 9.07 9.05 2.00 0.24 1.80 1.1 9.43 9.42 • Project Engineer:Rich.d W Hartley aisa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 09:58:10 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel • Project Description Worksheet Triangular Channel-Ar Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coelfici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cls) 0.00 2.00 0.20 Worksheet: Triangular Channel -Area A Depth vs Discharge 0.25 - - - ....._.. _ ...._... --- ----------- -........, 0.20 - • 0.15 .. -------- --------- -i._...... . .0 ax I 0.10 0.05 - ------- ------- ----- - -- --- 0.00 0.0 0.5 1.0 1.5 2.0 Discharge (Cfs) • Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 09:58:31 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Trapezoidal Grass Channel -Area "A" From P2-P3: Q100=3.54cfs Worksheet for Trapezoidal Channel • Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeitici 0.250 Channel Slope .005000 fUft Left Side Slope 2.00 H:V Right Side Slope 2.00 H :V Bottom Wdth 6.00 ft Discharge 3.54 cis Results Depth 1.14 ft Flow Area 9.4 fF Wetted Perim( 11.08 It Top Width 10.54 ft Critical Depth 0.22 ft Critical Slope 1.580058 ftlft Velocity 0.38 tt/s Velocity Head 0.00 ft Specific Energ 1.14 ft Froude Numb( 0.07 • Flow Type Subcritical • Project Engineer:Richard W.Hartley a:4sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 02:56:11 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Trapezoidal Channel • Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.250 Channel Slope .005000 ft/ft Depth 1.14 ft Left Side Slope 2.00 H :V Right Side Slope 2.00 H:V Bottom Width 6.00 It Discharge 3.54 cfs • 1.14 ft —6J— — .00 ft V:4.0L H:1 NTS Project Engineer:Richard W.Hartley a:1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 02:57:07 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1668 Page 1 of 1 Curve Plotted Curves for Trapezoidal Channel • Project Description Worksheet Trapezoidal Channel-Area"A"Gra Ffow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffic 0.250 Channel Slope .005000 ft/ft Left Side Slope 3.00 H :V Right Side Slope 3.00 H :V Bottom Width 4.00 ft Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5.00 0.25 Worksheet: Trapezoidal Channel -Area "A" Grass Swale Depth vs Discharge 1.6 - - • ........ - _.. _...... 1.2 - ........... - - ...... _ ._. • 1.0 .................... ....._------ --- - ._.. .... ._._----- ------- --_._.._ - .._._..__ - 0.6 -------- ------- - •--- - _._.... ._._.. .._.._- ------ ------.- 0.4 -- --- - ........... ........ ......... ------ ._.---_.. - ...._. ----------------- 0.2 ......... - 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 Discharge (cfs) F,ey Project Engineer:Richard W.Hartley a:1sa 05-111 area a.fm2 Academie Edition FlowMaster v7.0[7.0005] 05/24/05 11:09:57 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA t1-203-755-1666 Page 1 of i Table Rating Table for Trapezoidal Channel • Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.250 Channel Slope .005000 ft/ft Left Side Slope 3.00 H:V Right Side Slope 3.00 H :V Bottom Width 4.00 ft Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5.00 0.25 DischargE Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft2) (ft) (ft) 0.00 0.00 0.00 0.0 0.00 9.81 0.25 0.30 0.17 1.5 5.92 5.82 0.50 0,45 0.21 2.4 6.83 6.69 0.75 0.56 0.24 3.2 7.54 7.36 1.00 0.65 0.26 3.9 8.13 792 1.25 0.73 0.27 4.6 8.65 8.41 • 1.50 0.81 0.29 5.2 9.11 8.85 1.75 0.88 0.30 5.8 9.54 9.25 2.00 0.94 0.31 6.4 9.93 9.62 2.25 1.00 0.32 7.0 10.30 9.97 2.50 1.05 0.33 7.5 10.64 10.30 2.75 1.10 0.34 8.0 10.97 10.61 3.00 1.15 0.35 8.6 11.27 10.90 3.25 1.20 0.36 9.1 11.57 11.18 3.50 1.24 O36 9 8 11.85 11.45 3.75 1.28 0.37 10.1 12.12 11.71 4.00 1.33 0.38 10.6 12.38 11.95 4.25 1.37 0.38 11.1 12.64 12.19 4.50 1.40 0.39 11.5 12.88 12.42 4.75 1.44 0.40 12.0 13.11 12.85 5.00 1.48 0.40 12.5 13.34 12.86 • Project Engineer:Richard W.Hartley a:%sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 11:10:57 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 08708 USA +1-203-755-1666 Page i of 1 Trapezoidal Grass Channel -Area "A" From 133-134 Q100=3.08cfs Worksheet for Trapezoidal Channel Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Salve For Channel Depth Input Data Mannings Coeffici 0.250 Channel Slope ,005000 ft/ft Left Side Slope 3.00 H :V Right Side Slope 3.00 H:V Bottom Width 4.00 It Discharge 3.08 cfs Results Depth 1.17 ft Flow Area 8.7 M Wetted Perim( 11.37 ft Top Width 10.99 ft Critical Depth 0.25 ft Critical Slope 1.550279 ft/ft Velocity 0.35 ft/s Velocity Head 0.00 ft Specific Energ 1.17 ft Froude Numb( 0.07 • Flow Type Subcritical • Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster V7.0[7.0005] 05/24/05 11:12:50 AM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Trapezoidal Grass Channel -Area "A" From P3-P4 Q100=4.48cfs Worksheet for Trapezoidal Channel . Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffid 0.250 Channel Slope .005000 ft/ft Left Side Slope 2.00 H:V Right Side Slope 2.00 H:V Bottom Width 6.00 it Discharge 4.48 cis Results Depth 1.29 ft Flow Area 11.1 IF Wetted Perime 11.78 ft Top Width 11.17 ft Critical Depth 0.25 it Critical Slope 1.510135 ft/ft Velocity 0.40 ft/s Velocity Head 0.00 ft Specific Energ 1.30 it Froude Numb1 0.07 • Flow Type Subcntical • rA� F Project Engineer: Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.00051 05/24/05 03:16:56 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06706 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Trapezoidal Channel Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.250 Channel Slope .005000 ft/ft Depth 1.29 ft Left Side Slope 2.00 H:V Right Side Slope 2.00 H:V Bottom Width 6.00 ft Discharge 4.48 cfs • 1.29 It 6.00 ft -- V:4.0 H:1 NTS • Project Engineer:Richard W.Hartley a:Ise 05-111 area a.fm2 Aeademic Edition FlowMaster v7.0[7.0005] 05/24/05 03:17:18 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1868 Page 1 of 1 AREA "B" HYDROLOGY i /o/ Triangula Channel -Area "B" from Y1-Y2; 0100=1.15cfs Worksheet for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffio 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Discharge 1.15 cfs Results Depth 0.19 it Flow Area 0.7 ft' Wetted Perime 7.66 ft Top Width 7.65 it Critical Depth 0.18 ft Critical Slope 0.006314 ft/ft Velocity 1.57 ft/s Velocity Head 0.04 ft Specific Energ 0.23 It Froude Numb( 0.90 Flow Type Subcritical Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 0524/05 11:47:02 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Cceffid 0.014 Channel Slope .005000 ft/ft Depth 0.19 it Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Discharge 1.15 cis 0.19 ft V:4.0 N HA NTS • Project Engineer:Richard W.Hartley a:1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 11:49:04 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of t Table Rating Table for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 fl/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.25 Discharge Depth Velocity Flow Wetted Top (cis) (ft) (it/s) Area Perimeter Width (F) (ft) (ft) 0.00 0.00 0.00 0.0 0.00 7.65 025 0.11 1.07 0.2 4.32 4.32 0.50 0.14 1.27 0.4 5.61 5.60 0.75 0.16 1.41 0.5 6.52 6.51 1.00 0.18 1.52 0.7 7.27 7.26 1.25 0.20 1.60 0.8 7.91 7.90 1.50 0.21 1.67 0.9 8.48 8.47 1.75 0.22 1.74 1.0 8.97 8.96 2.00 0.24 1.80 1.1 9.43 9.42 • Project Engineer:Richard W.Harvey a:\as 05-111 area a.fm2 Academic Edition FlowMaster v7.0(7.0005] 05/24/05 11:48:39 AM O Hassled Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel . Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.25 Worksheet: Triangular Channel -Area "B" - - _ Depth vs Discharge 0.25 . _..._- -----._. - -- - 0.20 - ------ -------- !-......------------------- ._..____-' ---------- - ... .............. _.... _..............----....................... ..: 0.15 . - a D I 0.10 - -------.- ._.._.--- -- ......... ....... 0.05 - - ------ ----- -------- - ----- ------ - -....._.. -- ........ ...----- ----`--- -----...- --- 0.00 0.0 0.5 1.0 1.5 2,0 Discharge (cfs) is Project Engineer:Richard W.Hartley aisa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 11:47:59 AM m Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Gutter Section Area "B" from Y2-Y3: Q100=4.54cfs Worksheet for Gutter Section Project Description Worksheet Gutter Section-Area" Type Gutter Section Solve For Spread Input Data Channel Slope ,005000 ft/ft Discharge 4.54 cfs Gutter Width 1.80 It Gutter Cross Slop 0.030 ft/ft Road Cross Slope 0.030 ft/ft Mannings Coeffici 0.013 Results Spread 10.39 ft Flow Area 1.6 ft' Depth 0.31 It Gutter Depress 0.0 in Velocity 2.80 ft/s /O Project Engineer:Richard W.Hartley aisa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 12:01:30 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Gutter Section . Project Description Worksheet Gutter Section-Area" Type Gutter Section Solve For Spread Section Data Channel Slope .005000 ft/it Discharge 4.54 cfs Gutter Width 1.80 ft Gutter Cross Slop 0.030 ft/ft Road Cross Slap( 0.030 ft/ft Spread 10.39 ft Mannings Coeffid 0.013 0.50 0.40 0.30 0.20 0.10 0.00 0+00 0+02 0+04 0+06 0+08 0+10 0+12 V:4.0 N H:1 NTS Is Project Engineer:Richard W.Hartley a:\sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 12:02:13 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1.203-755-1666 Page 1 of 1 Table Rating Table for Gutter Section Project Description Worksheet Gutter Section-Area" Type Gutter Section Solve For Spread Input Data Channel Slope .005000 ft/ft Gutter Width 1.80 It Gutter Cross Slop 0.030 Rift Road Cross Slopt 0.030 Poft Mannings Coeffici 0.013 Attribute Minimum Maximum Increment Discharge(cfs) 0.00 5.00 0.25 Dischar9c Spread Velocity (cfs) (ft) Otis) 0.00 0.00 0.00 0.25 3.50 1.36 0.50 4.54 1.61 0.75 5.29 1.79 1.00 5.89 1.92 1.25 6.41 2.03 1.50 6.86 2.12 1.75 7.27 2.21 2.00 7.64 2.28 2.25 7.99 2.35 2.50 8.31 2.41 2.75 8.61 2.47 3.00 8.90 2.53 3.25 9.17 2.58 3.50 9.43 2.62 3.75 9.68 2.67 4.00 9.91 2.71 4.25 10.14 2.76 4.50 10.36 2.80 475 10.57 2.83 5.00 10.78 2.87 Project Engineer:Richard W.Hartley a:tso 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 12:05:06 PM 0 Haestad Methods,Inc. 37 6rookside Road Waterbury,CT 06708 USA +1-203-755-1686 Page 1 of 1 Curve Plotted Curves for Gutter Section • Project Description Worksheet Gutter Section-Area Type Gutter Section Solve For Spread Input Data Channel Slope .006000 ft/ft Gutter Width 1.80 If Gutter Cross Slop 0.030 it/ft Road Cross Slopi 0.030 ft/ft Mannings Coeffici 0.013 Attribute Minimum Maximum Increment Discharge(cfs) 0.00 6.00 0.25 Worksheet: Gutter Section -Area "B" Velocity vs Discharge 3.0 7 T 25 ..................... .............. .......... ............. ...... U) o1.5 .................... - ----- ......... ........... ... 4- 1.0 ........ ...... ........................ ............ ...............- - --------------- 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 45 5.0 Discharge (Cfs) Project Engineer:Richard W.Hartley a:%a 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.00051 05124/05 12:06:34 PM 0 Hassled Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA 1-203-755-1666 Page 1 of 1 AREA "D" HYDROLOGY Triangular Channel Area "D" from X1-X2: 0100=1.00cfs Worksheet for Triangular Channel Project Description Worksheet Triangular Channel-Ares Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .007000 Poft Left Side Slope 20.00 H:V Right Side Slope 20.00 H :V Discharge 1.00 cfs Results Depth 0.17 It Flow Area 0.6 ft- Wetted Perim( 6.82 ft Top Width 6.82 It Critical Depth 0.17 It Critical Slope 0.006473 ft/ft Velocity 1.72 ft/s Velocity Head 0.05 ft Specific Energ 0.22 ft Froude Numb( 1.04 Flow Type Supercritical i is l,y Project Engineer:Richard W.Hartley aisa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 03:46:09 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1866 Page 1 of 1 Cross Section Cross Section for Triangular Channel 41 Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffici 0.014 Channel Slope .007000 ft/ft Depth 0.17 It Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Discharge 1.00 cis 0.17 ft --L V:4,0 H:1 NTS Project Engineer:Richard W.Hartley a:1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.00051 0524/05 03:48:14 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel • Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .007000 Rift Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.25 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ftz) (ft) (ft) 0.00 0.00 0.00 0.0 0.00 6.82 0.25 0.10 1.22 0.2 4.05 4.05 0.50 0.13 1.45 0.3 5.27 5.26 0.75 0.15 1.60 0.5 6.14 6.13 1.00 0.17 1.72 0.6 6.82 6.82 1.25 0.19 1.82 0.7 7.42 7.41 1.50 0.20 1.90 0.8 7.95 7.94 1.75 0.21 1.97 0.9 8.43 8.42 2.00 0.22 2.05 1.0 8.85 8.84 Project Engineer:Richard W.Hartley aiss 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.00051 05/24/05 03:51:01 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page i of 1 Curve Plotted Curves for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Mannings Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .007000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cfs) 0.00 2.00 0.25 Worksheet: Triangular Channel -Area "D" 0.25 _ P Discharge Det vs 0.20 -..._---- -------__ ;...---- ------------ .-......_ - 0.15 . t m.. O 0.10 0.05 . ......._ --------- --'_..._.... _...._.. 0.00 0.0 0.5 1.0 1.5 2.0 Discharge (Cfs) /YI/ Project Engineer:Richard W.Hartley a:lsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0(7.00051 05/24/05 03:49:26 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Curve Plotted Curves for Triangular Channel Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffic 0.014 Channel Slope 007000 ft/ft Left Side Slope 2000 H:V Right Side Slope 20.00 H :V Attribute Minimum Maximum Increment Discharge(cis) 0.00 2.00 0.26 Worksheet: Triangular Channel -Area "D" Velocity vs Discharge 2.5 ....................... ............ ------- 2.0 --------- 1.5 - ................... ............ 0 1.0 ............................ ............ 05 ...................... ...... ............ ........ 0.0 0.0 0.5 1.0 1.5 2.0 Discharge (Cfs) 19 Project Engineer:Riched W.Hartley a:\s2 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 03:50:04 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203755-1666 Page 1 of 1 Triangular Channel Area "D" from X2-X3: Q100=3.34cfs Worksheet for Triangular Channel Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Discharge 3.34 cis Results Depth 0,29 ft Flow Area 1.6 ft' Wetted Perimf 11.44 ft Top Width 11.42 ft Critical Depth 0.28 ft Critical Slope 0.005507 ft/ft Velocity 2.05 ft/s Velocity Head 0.07 ft Specific Energ 0.35 ft Froude Numb( 0.96 Flow Type Subcritical Project Engineer:Richard W.Hartley a:\as 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 03:57:09 PM (DHaestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Triangular Channel • Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefid 0.014 Channel Slope .005000 ft/ft Depth 0.29 it Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Discharge 3.34 cis s 0.29 ft t V:4.DLI H:1 NTS OJ Project Engineer:Richard Hartley a:1sa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/24/05 03:57:32 PM 0 Haested Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1668 Page 1 of 1 Curve Plotted Curves for Triangular Channel • Project Description Worksheet Triangular Channel-Are; Flow Element Triangular Channel Method Mannings Formula Solve For Channel Depth Input Data Mannings Coeffid 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(c1s) 0.00 4.00 0,25 Worksheet: Triangular Channel -Area "D" Depth vs Discharge 0.35 ...... ................ ...................... 0.30 ............. ........... ........... 0.25 - ................. ............ • 0.20 ................... ........— ................. ..................... .0 O 0.15 .............. ---------- . ..... 0.10 ........... ........... ....... ............. 0.05 ..... ...... .......... .......... ........ 0.00 0.0 0.5 1.0 1-5 2.0 2.5 3.0 3.5 4.0 Discharge (Cfs) Project Engineer:Richard W.Hartley a:4sa 05-111 area a.frn2 Academic Edition FlowMaster v7.0[7.0005] 06/24105 03:58:13 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page I of 1 Curve Plotted Curves for Triangular Channel . Project Description Worksheet Triangular Channel-Are: Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coef ici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H :V Right Side Slope 20.00 H :V Attribute Minimum Maximum Increment Discharge(cls) 0.00 4.00 0.25 Worksheet: Triangular Channel -Area "D" Velocity vs Discharge 2.5 ..._._ , ._..... ......._- ------ ------ ----- .. . . ............... 1.5 - 0 .5 -0 1.0 .- - ...._ -- 0.5 - 0.0 .5 0.0 0.0 0.5 1-0 1.5 2.0 2.5 3.0 3.5 4.0 Discharge (cfs) • //,1�111 Project Engineer.Richard W.Hartley aAsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005) 05/24/05 03:59:53 PM O Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Table Rating Table for Triangular Channel • Project Description Worksheet Triangular Channel-Are, Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.014 Channel Slope .005000 ft/ft Left Side Slope 20.00 H:V Right Side Slope 20.00 H:V Attribute Minimum Maximum Increment Discharge(cis) 0.00 4.00 0.25 Discharge Depth Velocity Flow Wetted Top (cfs) (ft) (ft/s) Area Perimeter Width (ft2) (ft) (ft) 0.00 0.00 0.00 0.0 0.00 11.42 0.25 0.11 1.07 0.2 4.32 4.32 0.50 0.14 1.27 0.4 5.61 5.60 0.75 0.16 1.41 0.5 6.52 6.51 1.00 0.18 1.52 03 7.27 7.26 1.25 0.20 1.60 0.8 7.91 7.90 1.50 0.21 1.67 0.9 8.48 8.47 1.75 0.22 1.74 1.0 8.97 8.96 2.00 0.24 1.80 1.1 9.43 9.42 2.25 0.25 1.86 1.2 9.86 9.85 2.50 0.26 1.91 1.3 10.26 10.24 2.75 0.27 1.95 1.4 10.63 10.62 3.00 0.27 1.99 1.5 10.98 10.97 3.25 0.28 2.03 1.6 11.32 11.30 3.50 029 2.07 1 7 11.64 11.62 3.75 0.30 2.11 1.8 1194 11.93 4.00 0.31 2.14 1.9 12.24 12.22 Project Engineer:Richard W.Hartley a:tse 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005) 05/24/05 03:58:50 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Water Quality Management Plan (WQMP) Industrial Condominums of Temecula • Appendix D Educational Materials • 01/04/06 For information on "closed-loop" suppliers and recycling/disposal vendors, contact: County of Riverside x� Health Services Agency x , Department of Environmental Health at (909) 358-5055. SPILL RESPONSE AGENCY: �p� ��ppnn(�22 HAZ-MAT: (909) 358-5055 llOLn1 E PDRIM S AFTER 5:00 P.M.: (909) 358-5245 OR 911 RECYCLING AND HAZARDOUS WASTE DISPOSAL: (909) 358-5055 To REPORT ILLEGAL DUMPING OR A ' CLOGGED STORM DRAIN: 1-800-506-25550 To order additional brochures or to obtain Information ; on other pollution prevention activities. call: (909)9551111. i J3 r� 5 iRy N� The Cities and County of Riverside - StormWater/CleanWater Protection Programs.__ 1-800-506-2555 k St®rwWater Il x PROTECTION PROGRAM V, e, . Autd, Shops JlXit Rep itt.St hops Riverside County gratefully acknowledges the Santa Clara C+'"'De Valley Nonpoint Source Pollution Control Program and the City of Los Angeles Stormwater Management Division for J'GBS $tatlOtiS information provided in this brochure. " %Fleets er�uice Operation =r � "A y;c Keep!y�ur shop�en tunuuuuue =ol ow tlie, - Praetic 1. Changing Automotive Fluids • Keep dry absorbent materials and/or a • Designate an area away from storm or weUdry vacuum cleaner on hand for mics-sized sanitary drains to change automotive fluids. spills. r • Collect, separate, and recycle motor oil. • Contain large spills immediately, block or shut antifreeze,transmission fluid,and geared. off floor and parking lot drains and notify the • Drain brake fluid and other non-recyclables authorities. into a proper container and handle • Train employees to be familiarwith hazardous as a hazardous waste. spilt response plans and emergency • Use a radiator procedures. flushing fluid that can be recycled, and add it to the 5. Identify and Control Wastewater waste antifreeze. Discharges • Ensure that shop sinks and floor drains are connected to the sanitary sewer. Check with 2. Working on Transmissions, Engines, the local sewerauthority regarding permitting and Miscellaneous Repairs or other requirements. • Keep a drip pan or a wide low-rimmed • Post signs to prevent disposal of liquid wastes container under vehicles to catch fluids into sanitary drains. wheneveryou unclip hoses,unscrew filters,or change parts,to contain unexpected leaks. 6. Fueling Vehicles • Clean-up minor spills. with a dry absorbent, rather than allowing them to evaporate. 3. Preventing Leaks and Spills UNLEADED I� _ • Avoid spills by emptying and wiping drip pans Dispose of the absorbent as i �hll when you move them to another vehicle or when they are half-full. a dry hazardous waste. • Use a damp cloth and a • Routinely check equipment to wipe up spills and repair leaks. damp mop to keep the area i clean rather than a hose ora • Place large pans or an inflatable portable wet mop. berm under wrecked cars. • Drain all fluids from wrecked vehicles or "parts'cars you keep on site. 7. Removing and Storing Batteries • Store batteries indoors, on an open rack. ( n • Return used batteries to a battery vendor. 4. Cleaning up Spills Ze 'J ' • Contain cracked batteries to prevent • Clean up small spills hazardous spills. immediately using shop n rags. �' t es tot hwelpre P 'Von Par .icllatont. ` '.y 'i 4P+si+. y. '°$� ..�iJ f yUJjfS > K81.2!" ,. •f�M1x �, v i , 8. Cleaning Parts 12. Outdoor Parking and Auto • Clean parts in a self- zr !�`.,�/ Maintenance contained unit, solvent sink, '�-r� J • Treat outdoor areas as an extension of your or parts washer to prevent J, service bays or avoid using altogether. solvents and grease from - • Sweep-up trash and dirt from outdoor parking entering a sewer or storm - and maintenance areas. Do not hose down drain connection. • prohibited.Drainu lk areas to sant Y charges are drain rather 9. Metal Grinding and Finishing than a storm drain. Contact the local sewer • Catch metal filings in an enclosed unit or on a authority to determine if pretreatment is tarpaulin. required. • Sweep filing area to prevent washing metals into floor drains. 13. Washing Vehicles, Cleaning Engines, and Other Steam Cleaning • • For occasional car exterior cleaning.minimize. 10. Storing and Disposing of Waste the water usedanddivert runoff tolandscaped areas, keeping it out of the storm drain. separattely.elt'. g • Store recyclable and non-recyclable waste • Wash vehicles with biodegradable, • Place liquid waste hazardous or otherwisephosphate-free detergent. • Make sure no wastewater from engine or parts within a bermed orrsecondary containmentt cleaning or steam cleaning is discharged area. • Cover outdoor storage areas to prevent where it may flow to a street, gutter, or storm contact with rain water. drain. • Collect used parts for delivery to a scrap metal dealer. 14. Cleaning Work Areas • Sweep or vacuum the shop floor frequently. • Damp mop work areas - do not hose down 11. Selecting and Controlling Inventory work areas into the street or gutter. • Do not pour mop water into the parking lot, • Purchase recyclable or non-toxic materials. street,gutter orstonndrain. • Select "closed-loop" suppliers and purchase • Use non-toxic cleaning products whenever supplies in bulk. possible. Please remember: NODUMPING ONLY RAIN iN THE DRAIN( • til i11,mll I 11PHer Pol1 Ntion . , . WbiatA UShould Know Riverside County has two drainage systems- sanitary sewers and storm drains. The storm drain system is designed to help prevent flooding by carrying excess rainwater away from streets. Since the storm drain system does not provide for water treatment, it also serves the unintended function of transporting pollutants directly to our waterways. Unlike sanitary sewers, storm drains ~ are not connected to a treatment plant-they flow directly to our _ local streams, rivers and lakes. r� T Rain and water runoff from automotive shops and V businesses can carry pollutant material into storm drains.Examples of pollutants include oil and grease from cars,copper and asbestos from worn brake linings,zinc from tires,and toxics from spilled fluids. Stormwaterpollution causes as much as 60%of our t� water pollution problem. It jeopardizes the quality of our waterways and poses a threat to groundwater .-- • resources if pollutants percolate through soil. the einestied Countyof Riverside ermw2la /Clean-Nat Protect on Program Since preventing pollution is much easier,and less costly,than cleaning up"after the fact."the Cities and County of Riverside StormWater/CleanWater Protection Program informs residents and businesses on pollution prevention activities such as the Best Management Practices (BMPs) described in this pamphlet. The Cities and County of Riverside have adopted ordinances for stormwater management and discharge control. In accordance with state and federal law, these local stormwater ordinances Prohibit the discharge of wastes Into the storm drain system or local surface waters. This includes discharges containing oil,antifreeze,gasoline and otherwaste materials. PLEASE NOTE: A common stormwater pollution problem associated with automotive shops and businesses is the hosing down of service bays, parking and other areas. Often, this activity flushes pollutants into the storm drain system. The discharges of pollutants is strictly prohibited by local ordinances and state and federal regulations. • nd NO: WATER AGENCY LIST in Riverside County City of Banning (951)922-3130 �J .. ��=BUJ P , City of Beaumont (951)769-8520 ,p/I�,.} r City of Blythe (760)922-6161 Yy�'�{��,'YOU SI`IOu�d City of Coachella (760)398-3502 Coachella Valley Water District (760)398-2651 City ofCorona (951)736-2259 601881 Bd[��1OM Desert Center.CSA#51 (760)227-3203 lIV Eastern Municipal Water District (951)928-3777 � ❑p W Elsinore Valley MWD (951) W� �O674-3146 u NES MD Farm Mutual Water Company (951 244-4198 City of Hemet (951)765-3712 ��33�� @@�� p��n /� �7(� /gyp Jurupa Water District (951)659-2143 wom—l'}f®�irlll V1®111�1�11..1} Jurupa Community Services District (,951)360-8795 ��11��11 LLII I�IVYJI L001 lY! tBU IJ 11 CN1W71S LakeWD (951 )658 -3241 ��,pnnn rn r.�t lYJ lS Cyi _ Lee lakeake Water District 951 277-1414 II�nWW(((�jjjWWWp��(�l❑�i�.h[1!+[JI+�,(IL�y March Air Force Base (951)656-7000 VL ., Mission Springs Water District (760)329-6448 • City of Palm Springs (760)323-8253 w.t Rancho Caballero (951)780-9272 Rancho California Water District (951)296-6900 V43b Ripley,CSA#62 (760)922-4951 City of Riverside (951)351-6170 .k.« Rubidouz Community Services District (951)684-7580 Silent Valley Club Inc (951)849-4501 Valley Sanitary District (760)347-2356 *> { Western Municipal Water District (951)789-5000 Yucaipa Valley Water District (909)797-5917 To report Illegal dumping into storm drains or clogged storm drains, please call: 1-800-506-2555 Online resources include: ff®p OpO®M'®t Was Riverside County Flood Control District outreach materials page: ` ""�"``�' '"` t p 9 J Sidewalk plaza or parking=lotecleaning www.floodcontroi.co.riverside.ca.us Vehicle washing,o6detatlrng ' California Storm Water Quality Association J Building exie"rlo� www casoa oro or www.cabmphandbooks.com . -.,-, t ,� J Waterproofing s State Water Resources Control Board, Water Quality J Equip'inenY cleaning oradegreasing www swrcb.ca.eov{stormwtrfindex.html r U.S. Environmental Protection Agency www.epa.aov/opnVD2hometproaramsibusproc.htm "IF ar^. • SM ?y �LL;x s v o-� 5 Y F !) �r fX{ 2D��)�Ct �t US6 These suiglln m ,. CIO NOT . . . dispose of water DO NOT . . . Dispose of leftover containing soap or any other type of cleaning agents into the gutter. storm drain cleaning agent into a storm drain or water or sanitary sewer. body.This is a direct violation of state and/or local regulations. Because wash water from DO . . . understand that wash water cleaning parking areas may contain metallic (without soap) used to remove dust from a brake pad dust, oil and other automotive clean vehicle may be discharged to a street fluids, litter, food wastes and other or drain. Wash water from sidewalk, plaza, materials, if should never be discharged to and building surface cleaning may go into a a street,gutter or storm drain. street or storm drain IF ALL of the following conditions are met: . . . dispose of small amounts of 1. The surface being washed is free of wash water from cleaning building exteriors, sidewalks or plazas onto residual oil, debris and other materials • landscaped or unpaved surfaces, provided by using dry cleanup methods (i.e., sweeping, and cleaning any oil or you have the owner's permission and the discharge will not cause nuisance problems chemical spills with rags or otherabsorbent materials before using or flow into a street or storm drain. water). DO . . . check with your sanitary sewer 2. Washing is done with water only, not agency's policies and requirements with soap or other cleaning materials. concerning wash water disposal. Wash 3. You have not used the water to remove water from outdoor cleaning activities may paint from surfaces during cleaning. be acceptable for disposal to the sanitary sewer with specific permission. See the list CALL 1-800-506-2555 on the back of this flyer for phone numbers TO REPORT ILLEGAL POLLUTING of the sanitary sewer agencies in your area. OF STORM DRAINS DO . . . Understand that mobile auto detailers should divert wash water to landscaped or dirt areas. Be aware that soapy wash water may damage -' landscaping. Residual wash water may remain on paved surfaces to evaporate. Residues should be swept up and disposed or visit Of, www.floodcontrol.co.riverside.ca.us 1` , Wig", : �' ""me . a �eng�Actr�'ties 77"w USING GLEANING AGENTS: OTHER TIPS TO HELP PROTECT OUR If you must use soap, use biodegradable/ WATER. . . phosphate-free cleaners.Although the use of SCREENING WASH WATER nontoxic cleaning products is strongly encouraged, do understand that these A thorough dry cleanup before washing products can degrade water quality. The exterior surfaces such as building and decks discharge of these products into the street, without loose paint. sidewalks, or plaza gutters, storm drain system or waterways is areas, should be sufficient to protect prohibited by local ordinances and the State receiving waters. HOWEVER, if any debris Water Code. Avoid use of petroleum-based (solids)could enter storm drains or remain in cleaning products. the gutter or street after cleaning, wash water should first pass through a "20 mesh" or finer screen to catch the solid materials, the mesh should then be disposed of in the trash. • DRAIN INLET PROTECTION/CONTAINMENT & COLLECTION OF WASH WATER moi+. 0 Sand bags can be used to create a barrier around storm drain inlets. C) Plugs or rubber mats can be used to I temporarily seal storm drain openings. Q Containment pads, temporary berms or vacuum brooms can be used to contain and collect wash water. EQUIPMENT AND SUPPLIES Special materials such as absorbents, storm drain plugs and seals, small sump pumps, When cleaning surfaces with a high-pressure and vacuum booms are available from many washer or steam cleaning methods, vendors. For more information, check additional precautions should be taken to catalogs such as New Pig (800-468-4647, prevent the discharge of pollutants into the www.newpig.com), Lab Safety Supply (800- storm drain system. These two methods of 356-0783), C&H (800-558-9966), and W.W. surface cleaning,as compared to the use of a Grainger (800-994-9174); or call the low-pressure hose, can remove additional Cleaning Equipment Trade Association (800- materials that can contaminate local 441-0111) or the Power Washers of North waterways. America(800-393-PWNA). o Ry D,o yob know wh"eretYi"e}water actually goes? slovin Mins we not 1 p connected tg sangtavy nnII sewev systems and j N weatment [MQRIMtso I i The primary purpose of storm drains is to carry rain water away from developed areas to prevent flooding. Pollutants discharged to storm drains are conveyed directly into rivers, lakes and streams. jSoaps, degreasers, automotive fluids, litter and a host of other materials washed off buildings, sidewalks, plazas, parking areas, vehicles and equipment must be properly managed to prevent the pollution of rivers,lakes and streams. 1 Preventing pollution is the best way to protect the environment. In addition, it is much easier and less costly than cleaning up"after the fact." ues;andsCOUR.0f Riverside > RegMail Waterr AQualnfi Control Board A WATERSHED is an area of land that catches rain and snow, then drains or seeps into a marsh.. stream, river. lake or groundwater. Watersheds come in all shapes and sizes, crossing county, state, and national boundaries,therefore many of our activities at home,work or play affect the quality of our watersheds. In accordance with state and federal law to protect our watersheds, the CITIES AND COUNTY OF RIVERSIDE have adopted ordinances for stormwater management and discharge control to prohibit the discharge of wastes into the storm drain system or local surface waters. This INCLUDES discharge of wash water from outdoor cleaning activities which may contain pollutants such as oil, grease,detergent,degreasers,trash,pet waste or other materials. �y .+A 1 (1 { 1 t PLEASE NOTE: Check with your Regional Water Quality Control Board. local municipal government and water agencies on what the restrictions are in your area. i • �j > A7 01 U� fI.M i For more information on the General Industrial 's Storm Water Permit contact: a a YOUR �ACIL State Water Resources Control Board(SWRCB) A, �EED� a� (916)657-1146 or wwwswrcb.ca.govl or, at your Regional Water Quality Control Board(RWQCB). PEiq Ti Santa Ana Region (8) r- California Tower 3737 Main Street, Ste, 500 Riverside. CA 92501-3339 ma a r (909) 782-4130 San Diego Region (9) 5 n 9771 Clairemont Mesa Blvd., Ste.A 6o- Jffx' xn %r k, .n+,. s1`/a'.r s+wp- vy,a: a .fi• f San Diego, CA 92124 (619)467-2952 Colorado River Basin Region (7) 73-720 Fred Waring Dr., Ste. 100 Palm Desert, CA 92260 (760)346-7491 • SPILL RESPONSE AGENCY: HAz-MAT; (909)358-5055 HAZARDOUS WASTE DISPOSAL: (909) 358-5055 f RECYCLING INFORMATION: 1-800-366-SAVE TO REPORT ILLEGAL DUMPING OR A CLOGGED - STORM DRAIN: 1-800-506-2555 To order additional brochures or to obtain information �,✓rox°" on other pollution prevention activities,call: (909)955-1111. ,rManyIndustrlAlfGielhti2s andym nlnfactu�ring operations mus;to am cove age undeY h Storm V��J Y ater lndusfri alA�c �rie9 5torrru �a.ei z r PROTECTION PROGRAM ,y, 4. Riverside County gratefully acknowledges the State Water Quality Control Board and the American Public Works Association,Storm Water Quality Task Force for the information provided In this brochure. s • INf►atarethewrequirem: n€s of the hall al A3ctivit►es Stor►» VI%ate Gener"al°TPerm►t? The basic requirements of the Permit are: 1. The facility must eliminate any non-stormwater discharges or obtain a separate permit for such discharges. 2. The facility must develop and implement a Storm Water Pollution Prevention Plan (SWPPP). The SWPPP must identify sources of pollutants that may be exposed to stormwater. Once the sources of pollutants have been identified, the facility operator must develop and implement Best Management Practices(BMPs)to minimize or prevent polluted runoff. Guidance in preparing a SWPPP is available from a document prepared by the California Storm Water Quality Task Force called the California Storm Water Best Management Practice Handbook 1 The facility must develop and implement a Monitoring Program that includes conducting visual observations and collecting samples of the facility's storm water discharges associated with industrial activity. The General Permit requires that the analysis be conducted by a laboratory that is certified by the State of California. 4. The facility must submit to the Regional Board,every July 1, an annual report that includes the results of its monitoring program. A Non-Storm Water Discharge is... any A BMP is . . . a technique, process, activity, discharge to a storm drain system that is not orstructure used to reduce the pollutant content of composed entirely of storm water, The following a storm water discharge. BMPs may include non-storm waterdischarges are authonzedbythe simple, non-structural methods such as good General Permit: fire hydrant flushing; potable housekeeping, staff training and preventive water sources, including potable water related to maintenance. Additionally BMPs may include the operation, maintenance, or testing of potable structural modifications such as the installation of water systems, drinking fountain water: berms, canopies or treatment control(e._g, setting atmospheric condensates including refrigeration, basins,oillwater separators,etc.) air conditioning, and compressor condensate; _ irrigation drainage: landscape watering; springs; non-contaminated ground water; foundation or footing drainage; and sea water infiltration where the sea waters are discharged back into the watersource. v ' r t y"< 'it.at " js•"* �. t.. —__ WARNING: There are significant penalties for non-compliance: a minimum fine of$5.000 for failing to obtain permit coverage,and,up to$10.000per day,per violation plus$10 per gallon of discharge in excess of 1,000 gallons. • P 1 . . . Whaf�you should know Riverside County has two drainage systems - sanitary sewers and storm drains. The storm drain system is designed to help prevent flooding by carrying excess rainwater away from streets. Since the storm drain system does not provide for water treatment, it also serves the unintended function of transporting pollutants directly to our waterways. Unlike sanitary sewers, storm , drains are not connected to a treatment plant - they flow directly a to our local streams, rivers and lakes. m o In recent years, awareness of the need to protect water quality has increased. As a result, federal, state, and local • programs have been established to II reduce polluted stormwater discharges to f our waterways. The emphasis of these programs is to prevent stormwater pollution since it's much easier, and less v costly, than cleaning up "after the fact." P' D`scl aNO Elr'minafion System (NPDES) In 1987, the Federal Clean Water Act was amended to establish a framework for regulating industrial stormwater discharges under the NPDES permit program. In California, NPDES permits are issued by the State Water Resources Control Board (SWRCB) and the nine (9) Regional Water Quality Control Boards (RWQCB). In general, certain industrial facilities and manufacturing operations must obtain coverage under the Industrial Activities Storm Water General Permit if the type of facilities or operations falls into one of the several categories described in this brochure. • �fl,`ou`u�D,o�1 Kno�w�/f� l; �Nese�d��A �Perrriii`�?�� M FM Following are general descrtotions of the -► Landfills, land application sites and open industry categories types that are regulated by the dumps that receive or have received any industrial Industrial Activities Storm Water General Permit. waste, unless there is a new overlying land use Contact your local Region Water Quality Control such as a golf course, park. etc., and there is no Board to determine if your facility/operation discharge associated with the landfill, requires coverage urider the Permit. -0 Facilities such as cement manufacturing; '► Facilities involved in the recycling of feedlots: fertilizer manufacturing; petroleum materials, including metal scrap yards, battery refining;phosphate manufacturing;steam electric reclaimers, salvage yards, and automobile power generation: coal mining; mineral mining Junkyards; and processing; ore mining and dressing: and asphalt emulsion: _# Steam electric power generating facilities, facilities that generate steam for electric power by 4 Facilities classified as lumber and wood combustion: products (except wood kitchen cabinets): pulp, paper, and paperboard mills. chemical producers Transportation facilities that have vehicle (except some pharmaceutical and biological maintenance shops, fueling facilities, equipment products); petroleum and coal products; leather cleaning operations,or airport deicing operations. • production and products; stone, clay and glass This Includes school bus maintenance facilities products; primary metal industries; fabricated operated by a school district; structural metal: ship and boat building and repairing; 4 Sewage treatment facilities, -+ Active or inactive mining operations and oil and gas exploration,production.processing.or 4 Facilities that have areas where material treatment operations: handling equipment or activities, raw materials, intermediate products, final products, waste 4 Hazardous waste treatment, storage, or materials, by-products, or industrial machinery disposal facilities: areexposed to storm water. How do l obtain coverage under the Industrial Activities Storm Water General Permit? Obtain a permit application package from your local Regional Water Quality Control Board listed on the back of this brochure or the State Water Resources Control Board(SWRCB), Submit a completed Notice of Intent (NOI)form, site map and the appropriate fee($250 or$500)to the SWRCB. Facilities must submit an NOI thirty(30)days prior to beginning operation. Once you submit the NOI, the State Board will send you a letter acknowledging receipt of your NOI and will assign your facility a waste discharge identification number(WDiD No). You will also receive an annual fee billing.These billings should roughly coincide with the date the State Board processed your original NOI submittal. • Interested in other FREE pollution prevention �' �. �,� 8 r „� �' •��,°�� information? Call 1-800-506-2555 to order any of the following materials or presentations: r n� f Materials: - A Home Garden Care Guide :. - Outdoor Activities Brochure ///''''''^^^ ` Environmental Calendar(when available) �' ' rfir -� - Household Hazardous Waste Collection Schedule " a2z m Presentations: € •�.- -34 r �^ ^^^• < - Garden Workshops at local nurseries a 4,*s-.', °, ` ** a: .r.y.�` ,. •` r *-�.io•- �2e. - Classroom Presentations K-72 --� - Civic/Rotary/Flower Club Presentations �` '� r > �> sr.-`.�sr,;4 , •°""' - Group Activities ` LOCAL SEWERING AGENCIES �9�. �� 4 T, � ','� ,� (,.• IN RIVERSIDE COUNTY: City of Beaumont (909)769-8520 City of Banning (909)922- 3130 City of Blythe {909)922-6161 City of Coachella (760)391-5008 °« ' Coachella Valle Water Valley (Iso)3sazssl ,� � � �f City of Corona (909)736-2259 Desert Center,CSA#51 (760)227-3203 , xr~sz.„.. •� "' Eastern Municipal Water (909)928-3777 ® ® r , • Elsinore Valley MWD (909)674-3146 _"`" Farm Mutual Water Co. (909)244-4198 Id Ilwild Water District (909)659-2143 ° Jurupa Community Service (909)659-7434 Lake Hemet MWD (909)558-3241 i re Lee Lake Water District (909)277-1414 1 March Air Reserve Base (909)656-7000 t � Mission Springs Water (760)329-6448 ¢"^' City of Palm Springs (760)323-8242All Rancho Caballero (909)780-9272 Rancho California Water (909)676-4101 Ripley,CSA#62 (760)922-4909 _ I / "•,. Rubidoux Community (909)684-7580 _{-. City of Riverside (909)862-5341 Silent Valley Club, Inc. (909)849-4501 "�'� ��, ? • i c Valley Sanitary District (760)347-2356 Western Municipal Water (909)7804170 -° StormWater s d •, PROTECTION f'ROGFiAM The 9tormWater Program gratefully acknowledges the Clara Valley Nonpoin: Source Pollution Control Proq rain and the Alameda Countyw"rde Clean Water Programfortheintarmati"i '^" - Provided in this brochufe. •.gib '' a - _._..:,r.:tea•„ • o ou naw,. . . where the watershould go? Riverside County has two drainage systems-sanitary sewers and storm drains. The storm drain system is i designed to prevent flooding by carrying excess rainwater away from streets. . .it's not designed to be a waste disposal system. Since the storm drain system does not provide for water treatment, it often serves the unintended function of transporting pollutants directly to our waterways. Unlike sanitary sewers. storm drains are not connected to a treatment plant-they flow directly I to our local streams,rivers and lakes. I Non-stormwater discharges such as washwater generated from outdoor cleaning projects often transport harmful Soaps,degreasers,automotive fluids,litter,and a host pollutants into storm drains and our local of other materials washed off buildings, sidewalks, waterways. Polluted runoff contaminates plazas,parking areas,vehicles,and equipment can all local waterways and poses a threat to Y pollute our waterways. groundwater resources. i �jFljl!', 'm.,v„y�':' y�"�(✓.5`xixu.,,...v^rli r,�`�'.9'i.TM.,,.a..- ,n ,�i�o ��,0��>��➢�IQ�®DIII�Q�9®ff �BUE9�P�OQ�� P®4��QDon heovem NI'Since preventing pollution is much easier, and less costly than cleaning up "after the fact," the Cities and County of Riverside StormWaterlCleanWaterProtectionPrograminformsresidentsandbusinesses of pollution prevention activities such as those described in this pamphlet. The Cities and County of Riverside have adopted ordinances for stormwater management and discharge control. In accordance with state and federal law, these local stormwater ordinances prohibit the discharge of wastes into the storm drain system or local surface waters. Thislncludes non-stormwater discharges containing oil, grease, detergents. degreasers, trash, or other waste materials. a � � PLEASE NOTE: The discharge of pollutants into the street, gutters, storm drain system, or waterways - without a Regional Water Quality Control Board permit or waiver-is strictly prohibited by local ordinances and state and federal law. s r �'�� 4.- q E "� ," '�', .��'�`1�!i✓ ��"�$^ria«.,ar3ur.�� '�'6 a h.�"` ,,m d"�<'�,'� � „z":. Everytlay activities"ih ouc communities can affect'the quality water in our wa1 waterrunoff, the combined effect of an entire community within the watershed c MNEWaslilr nd,Repair C rrpet%Upffir ry Cleaning • Wash cars on a lawn or unpaved surface that • Dispose of dirty cleaning solution down a sink will absorb and help filter the water. Don't or toilet.Do not dispose of it in the street gutter allow polluted waste water to flow into the or storm drain system. street,gutter or storm drain inlet. • Repair leaking vehicles promptly. Use (TIPS) Make sure the professionals don't use absorbents like cardboard, cat litter, cloths, the storm drain to empty their tanks. etc. to safely catch spills. Sweep up used Professionals should dispose of the cleaning absorbent materials and place in the trash. solutions down a sink or toilet,or return to their Never dump oil or any auto fluids onto the company for disposal to the sanitary sewer. ground or into a storm drain inlet. Make sure they don't use the storm drain! • If you change your own oil or antifreeze, be sure to recycle it!Call 1-800-CLEAN UP for the nearest disposal location. ■v ®U are the Solution (TIPS) Use a commercial car wash. Car wash to StormWater Pollution! facilities are designed to capture all waste water.If an a uto service center changes the oil, make sure they divert water runoff away from Lawn and4Nrd"Care streetgutters andstorm drain inlets. �m a -« • Don't use chemical pesticides or herbicides unless you have a major problem and never apply if rain is forecasted. Read labels MAS'Phl'alflkdpai ,�is hey and carefully,and apply sparingly. ,, . " • Limit lawn treatment applications of chemical weed killers and fertilizers. Be sure that your • Set up and operate small mixers on heavy lawn is appropriately watered mowed.. tarps ordropcloths to contain material spills. thatched, and aerated. Try less-toxic alternatives for the yard and garden. Call O Hose down mixers, tools, and trailers in a dirt 1-800-506-2555 for FREE copy of a Home area where rinse water won't flow into the Garden Care Guide to Help Protect Our street gutter or storm drain system. Environment. • Clean up with a broom, NOT A HOSE! Fine • Don't blow or rake yard waste into the street or particles may be washed into a dirt area—but gutter.Sweep up the leaves and clippings in a not into the street gutter or storm drain system. trash can or start a compost pile. (TIPS) If the work is contracted, have your • If you are renovating your landscaping, think contractor establish a cleanup area before erosion control. Prevent dirt and debris from washing into storm drains. starting the work. Try to minimize the use of water in the clean up. Tell your contractor that • Pick up pet waste and dispose of it in trash rinsing trucks or equipment in the street or near cans.Always remember to pick up after your a storm drain is illegal and it endangers wildlife! dog when you take it fora walk. .r ' . 2 s 1 �"'-s„sem^ b ..t 4hofre � p,:U hould f tinow er5hed. While individuafhomes might contribute only minor amounts of polluted an seriously affect our rivers, takes and streams. JR: ln44,,.Palnting Deplete the chemicals in the pool water, z use your home pool chemistry test kit to • Send dirty cleaning water down a sink ortoilet, verify the pool water is free of all not into the street gutter: or storm drain chemicals. system. Drain pool water to landscaped areas, • Try non-toxic alternatives.Call 1-800-506-2555 lawns, yards, or any area that will absorb to order a FREE brochure on environmentally most of the water. You may have to drain friendly cleaning alternatives for the home, the pool water over a period of a few days to allow the landscape areas to absorb • Never clean brushes or rinse paint containers most of the water. into the street. gutter or storm drain inlet. Clean latex paint from brushes in a sink. Filter 1 Avoid discharging pool water into the and reuse thinners and solvents for oil based gutter or storm drain. paints. Divert filter rinsewater and backwash into • Dispose of unusable paints, thinners, thinner landscaped or absorbent areas. residue, and cleaning products at a collection event.Call 909-358-5256 orwww.rivecoeh.org• ONLY RAIN for the date and location of the next Household Hazardous Waste Collection Event, IN THE BRAIN (TIPS)Empty or dry paint cans may go in with regular household garbage-remove lids first, a. before disposal.Let your friends.relatives andSeptIC?5�/3 enTMalntenance neighbors know that storm drains flow directly to local rivers, fakes and streams without • If you use a septic system, make sure it is treatment.NEVER dispose In a storm drain. functioning property. Overflowing septic systems release raw sewage that can flow to rivers. lakes and ground water, causing serious contamination. ''"`"^.—w°~ - How often your tank will need pumping , 010.gI/S a=Maintenance depends largely on the size of the tank. the a p"'` "" number of people in the household, and the • Control algae by regulating chlorine levels.Do kinds of wastewater discharging appliances not use copper-based algae control products. you use. i If you need to drain your pool water, call your ® When septic tank service companies are hired local sewering agency to find out if a to pump out the contents of the septic tank, connection to the sanitary sewer line is they must dispose of contents at approved allowed. (More information on the reverse disposal sites. Call 909-955-8980 for a Horne side) Maintenance Guide. • If your sewering agency will not accept pool (TIP) Divert downspouts and air conditioning water into their system,orifYou are onaseptic condensation water from hard surfaces onto tank systern,follow these guidelines: grass and permeable soil to help filter harmful substances. • P�..'xt at: .4 $ s .sex4h�4"n 4v. sya`Z yes 4 4A' ;a Pia A $s"'• ° lr x,`� ��' ':`-:�, 5• � ygx � aY d.�d Y rk 3`�' s K t 5 �+ �sg 8 �. „�,"� kr ryx' Y„r n b `s $.a Tn F r. s' F$. x�p� £ 4 �i Z 4d s� S aza,g � ., "ry Y. yc . Y'�,.a,. et° S s'Ax m.' 69'?i.�7o e`tr h Adyfti F$ i ^A h p 'n`• Y Y i`? 6 i7 J $4 x 4° a✓Y Y .r '} 'c 'mus as w ro h tit b � ` ` ' ,$A z i 'k ,��a i. � � Wig'• � ,. a'�y0. .w'`'`�5n• ro "�`s z'ZtYE6 ! fiHltHaD �° .. t sb .F `,t.',N; i^ , '.' r y e,. i .Kt J• r '4 T x -t * ? _, 5' `tz z 'r av Yvn d '�,. m �: •s ., =' Y t .�, 'kms c �g> Y`�'t'x 3.° yzy .; Y t r w b� �gp.J9 a +• s+i''..,p -*N .yyyy aim yt`< w4�'S -�s x 3'u Tr •v. x" '4 c tf #'9.",.Y.>, ,$ "m.� t. �9{//� ;* ,, aa+s,., tTyr"`` y A r"a«nxa"t' -s h3. A� p :a:a y q. a s a a $'�� g �,s V ,. W"po •e1$ riC` �d°: 'e'a-§�� ` '" a x fi Ei''i ''S ' ro ,t ,r _ a° . . , A',a e'd a p ,m 4 i° 141, remf ormatton Contact "" ,f . 'r4r > �' ' i,� ,` � For mo a a ar` � .w •> at �"', ,t y''i f "'-hw w,E'T ° 'a` ;C. ' , " x h.`Yx.. :�,,, ,' 3• ." rs., $.r-w.l��=.. � � EZ, m' ..cx a a '$,. `�+y ,ri }i , xY` "..pr$ 'xryC> tai` ,,fan*.+a'ri•ttii �!. ,A x. 'Z; x` Cs is �%"A.� `a.{'^ ONLY RAIN IN�THE STmORM �y �� p : t2 $3w Riverside CountyiFlood Control/District * � e gf s �.e 1995 Market Street YRiverside -CA*'925016 a ra �• b � * Call F'rees 8� 0-9Toll . q255 E-mail: flodd fcLn des(c c 5 'sar� 14 � § ' Y"3'e,. w. � •k + �a � -ryv+ '' ava � r s` 4g s£� ^- , aSs, ,rd '> or visit +4 ? wwwepa"gov/npdes/stormwater � txr . wwwepa.gov/nps r °x k ,t' v }a G"�w3ag vim}• f s .. " 3 Ai CLL.kN t4WAI to z7 � Y �qt�3'lb.. -s1H 1 � -+ £ 'p t yKsF`c * t ., .pamrwY 5#,ur G I w l i ®w tl '�^{' ' - WiEkilf}K�N1 a ".k � b. Ja d, �� X'S `"...-'Fyugx;@a�8td" '4' P +�r / ♦� / V d ® V �< RY ,,,,, 'va u= d+.,'y��+q, ,-4 W. Polluted stormwater runoff can have ' many adverse effects on plants, fish, stormwater runoff occurs when precipitation animals. and people. from rain orsnownelt flows over the ground. • �_ Sediment can cloud the water ,. ". ' > Impervious surfaces like driveways, sidewalk;, and make it diificul:or and streets prevent stormwatzr from impossible for aquatic plants to naturally soaking into the grouna. grow. Sediment also can destroy aquatic habitats. s • Excess nutrients can cause algae blooms. When algae die, _'. f• r,>,� - sT % r they sink to the bottom and decompose OUB'' gf in a process that removes oxygen from ,r t the water Fish and other aquatic 4 organisms can't exist in water with loin ` dissolved oxygen levels- . • Bacteria and other pathogens car.wash into swimming areas and create health hazards, often making beach closures <� ? v_ • Debris—plastic bags, six-pack rings, bottles, and cigarette butts—washed nto waterbodies can choke, suffocate, or disable aquatic life like ducks, fish, turtles, and birds. • Household hazardous wastes like insecticices, pesticides, paint, solvents, used motor oil, and other auto fluids can poison ageatic life. Land animals and people can become sick or die from ea.ing disease6 fish and shellfish or ingesting polluted water. Stormwater can pick up debris, chemicals, dirt, and other • ?olluted stormwater often pollutants ar�d flow into a storm sewer system or directly to affects oinking water 4 sources This, in turn, can a lake stream, river, wetland or coastal water. Anything thataffect human health and enters a storm sewer systern is discharged tin-ren ed into =' increase drinking water the waterbodies we use for swimming, fishing, and providng — t i treatment costs- drinking water. s i `? 41. 's�%" . v Auto careESE Washing your car arid R e "��" �- degreasing auto parts at home v, p FAmatiow G euP.rc�f t& Awgam p2o M bdWA40+f. :r can send detergents and other s� �� awrketA Keatl�afirw r/fizurd contaminantsstem.through the � o ezt 7/a AWA wt�be ecutia ' storm sewer system. Dumping p �¢CyC1C p ._/. fie p automotive fluids iiito storm wr�irwW i#&a w4tbO4. '� gJ ha drains has the same result as Co&A CI64- h, AW-4 pd W866WA, PaVcAm pdumping the materials directly into a waterbody: 4&&4, l ; .yy0&a taed t • Use a commercial car wash that treats or tiow 4 tpota 604189/WW at UI&4&&rs&(br0 A. 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 CAYC ♦ Repair lea ksandidispose of used auto fluids divert unwanted water. Permeable pavement and batteries atdesi nated drop-off or, systems allow rain and s runoff. t to soak through, Excess fertilizers ; recycling locatioj S. g p decreasing stormwater runoff. and pesticides q Y g applied to lawns sy– �j Rain Barrels—You can a and gardens wash 1 collect rainwater from off and pollute Septic (Pet waste �. - _: p � _ _ , -. rooftops in mosquito- streams. In osquito-streams. In r, j °" systeins +�• proof containers. The addition, yard � Pet waste can be clippings and .' �Ja Leakinv and � major source of - water can be used later on > u -x.� a lawn or garden areas. �.;, .i._�•w leaves can wash poorly ;�s bacteria and � . into storm drains and contribute maintainedk �k rexcess nutrients Rain Gardens and nutrients and organic matter to streams. septic ,,a in local waters. Grassy Swales—Specially �. systems release nutrients and I• When walking desi ned areas lanted • Don't overwater your lawn. Consider g p�' � g pathogens (bacteria and using soaker hose instead of a Your pet, with native plants can provide natural places for sprinkler. viruses) that can be picked up remember to pick LIP sherainwater to collect by stormwater and discharged waste and dispose of it rte_ and soak into the • Use pesticides and fertilizers into nearby waterbodies. properly. Flushing pet ground. Rain from sparingly. When use is necessary, use Pathogens can cause public ( waste is the best disposalrooftop 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 into these areas rather pest control methods whenever • Inspect your system every public health risks by than into storm drains. possible. allowing harmful bacteria 3 years and pump your and nutrients to wash into vegetated Filter Strips—Filter strips are areas of • Compost or mulch yard waste. Don't tank as necessary (every 3 leave it in the street or sweep it into to 5 years). the storrn drain and native grass or plants created along roadways or storm drains or streams. eventually into local streams. They trap the pollutants stormwater • Don t dispose 1 waterbodies. picks up as it flows across driveways and streets. • Cover piles of dirt or mulch being household hazaardous used in landscaping projects. waste in sinks or toilets. Dirtoil, and debris that collect in Osion controls that aren't maintained can cause i parking lots and paved areas can be excessive amounts of sediment and debris to be L t washed into the storm sewer system carried into the stormwater system. Construction and eventually enter local vehicles can leak fuel, oil, and other harmful fluids ° t _ r 3rd waterbodies. that can be picked up by stormwater and a. deposited into local waterbodies. r r • Sweep un litter and debris from ee aa � v ' � sidewalks,driveways and parking lots, ♦`,Divert stormwater away from disturbed or ' especially around storm drains. exposed areas of the construction site. .= • Cover grease storage and dumpsters • Install silt fences, vehicle mud removal areas, and keep them clean to avoid leaks. vegetative cover, and other sediment and x •; Report any chemical spill to the local erosion controls and properly maintain them, especially after rainstorms. hazardous waste cleanup team. N ffi 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. fJ Mw: A" . Lack of vegetation on streambanks can lead to erosion Overgrazed pastures can also ® , contribute excessive amounts of sediment to local:waterbodies: Excessfertilizers and u ' pesticides can poison aquatic animals and lead to destru ctive algae blooms. Livestock in streams can contaminate waterways with bacteria, making them unsafe for human contact. ' d ' • Keep livestock away from-streambanks and provide them a water source away-trrom waterbodies. x. . °_ - x' • Store and apply manure away from waterbodies and in accordance with a nutr ent`management plan. ♦ vegetate riparian areas along waterways. �' " " att t • Rotate animal grazmg.to prevent soil erosion in fields. H F ♦ Apply fertilizers and pesticides according to label .. instructions to save money and minimize pollution. s Uncovered fueling stations allow spills to be washed into storm drains. Cars waiting to be k " ti repaired can leak fuel, oil, and other harmful LL Improperly managed logging operations can result in erosion and fluids that can be picked up by stormwater. sedimentation. . T • Clean up spills immediately and properly • Conduct preharvest planning to prevent erosion and lower costs. dispose of cleanup materials. • Use logging methods and equipment that minimize soil disturbance. ♦ Provide cover over heeling stations and design or retrofit facilities for spill • Plan and design skid trails, vard areas, and truck access roads to containment. minimize stream crossings and avoid disturbing the forest floor. T • Properly maintain fleet vehicles to prevent • Construct stream crossings so that they minimize erosion and physical oil, gas, and other discharges from being sx changes to streams. washed into local waterbodies. ' 4 Expedite revegetaton ocleared areas. diiof d • Install and maintain oil/water separators. Water Quality Management Plan (WQMP) Industrial Condominums of Temecula Appendix E Soils Report 01/04/06 1 Rpr 26 06 04:40p EnGEH Corporation 9518349001 p-2 • E n G E N CORPORATION April 26,2006 Industrial Condominiums of Temecula,LLC 13007 Kirkham Way,Suite A Poway,California 92064 (858)391-9009 1 FAX(858)391-3093 Attention: Mr.Norm Turoff Regarding: PERVIOUS PAVERS LETTER Industrial Condominiums of Temecula Assessor's Parcel Number:909-370-024-8 Parcel 2 and Parcel Map 28657-1 - Remington Avenue City of Temecula,County of Riverside,California Project Number: T3144-C Dear Mr.Turoff: It is our understanding that the Civil Engineer for the above referenced project proposes to employ a "pervious pavers"system in portions of the proposed parking lot and driveway areas. It is our opinion that • the soil conditions at this site are not favorable for the use of such a system due to the following factors: 1. The entire site is underlain by 14 to 17-feet of previously engineered fill and as such, would not provide good percolation characteristics necessary to empty the storage area provided by the "pervious paver"system. 2. The R-Value of the subgrade soils is low and the water stored in the"pervious paver"system would be expected to saturate the soils supporting the driveway areas. The loss of strength In the saturated subgrade would reduce Its capacity to support traffic without pavement damage. Therefore, It is our opinion that the proposed "pervious pavers" are not a suitable alternative to the Conventional pavement methods. Thank you for the opportunity to provide these services. If you should have any questions regarding this report,please do not hesitate to contact this office at your convenience. Respectfully submitted, EuGEN rpomdon �POFEssfo* ay rF��m JRW a sbjom atene� 16a anger Presto t w No. 162 s Expir 09-30-07 W E p.c913orm / Distribution: (2) Addressee J' oFoft;cMr`c� FILE E�Rmeoo OVT314- haum fGant0=i Mcm 17m. Wx 4,? OF Cirlt,%f Water Quality Management Plan (WQMP) Industrial Condominums of Temecula • Appendix F Treatment Control BMP Sizing Calculations and Design Details • • 01/04/06 STORM EVENT THAT WILL PRODUCE AN INTENSITY OF I=0.2IN/HR AND CALCULATIONS FOR POST-CONSTRUTION BMPs 2Zj • 0 SPEAR&ASSOCIATES, INC. Sheet No.:i of 2 475 Production Street Calculated By:RWH Date:5123/05 SAN MARCOS,CA 92078 J.N.05=111 Phn:(760)736-2040 HYDROLOGY CALCULATION RATIONAL METHOD STORM FREQUENCY: e 0.2,1Mi�-• Soil Classification Group="B" Zone:Multi-Family Condominium Runoff Coefficient"C"=0.85 PROJECT:Temecula Tentative Mao for Mr.Norm Turoff-Conceptual G.P. Post-Development Drainage Soil Group& Area I I.C. AQ EQ Section Slope "V" "L' "T" FTC Remarks Area Loc. Development Type (Acres) (in/hr) (c.f.s.) (c.f.s.) %or (fps) (Ft) (Min) No. DE(ft) 0.50% At Condo-"B" 0.28 0.2 0.85 0.05 PCC 0.05 Swale 0.50% A2 0.71 0.2 0.84 0.12 Grass 0.17 Swale 0.50% A3 0.4 0.2 0.84 0.07 Grass 0.24 Swale 1 0.50% A4 0.59 0.2 0.84 0.10 !8" 0.34 HDPE 2.00% 0.17 245 24 P2-P4 A5 1 0.15 O.21 0.84 0.03 "18 24 Residence time in grass swan Total Area"A" 2.13 0.03 HDPE 2.00% i 10 minutes okay 0.50% 150 B1 Condo-"B" 0.27 0.2 0.85 0.05 PCC 0,05 Swale 0.50% 238 B2 1.01 0.2 0.84 0.17 PCC 0.22 Gutter 0.50% 215 83 0.3 0.2 0.83 0.05 18" Total Area"B" 1.58 0.27 RCP C Condo "B" 0.18 0.21 0.85 0.03 0.03 0.50% 75 D1 0.23 0.2 0.85 0.04 PCC 0.04 Swale 0.70% 185 D2 0.64 0.2 0.85 0.11 PCC 0.15 Swale 0.50% 160 D3 0.56 0.2 0.84 0.09 18" Total Area"D" 1.43 0.24 HDPE 2 30 �; E Grass Parkway 0.251 0.21 0.61 0.03 0.3 HYDRAULIC CALCULATIONS FOR DETENTION BASINS FOR 6 HOUR DURATION STORM • Table 3.1 Summa Post-Development Water Quality Flows-6 Hour Duration Outfall Area&Point Acres Q2(cfs) Q10(cfs) Q100(cfS) Qwq(cfs) of Discharge I=0.2in/hr Post Development Area(Al -A4)- 1.98 2.49 4.02 5.86 0.34 Area(AS) 0.15 0.15 0.24 0.35 0.03 Area(B) 1.58 2.48 3.75 5.5 0.27 Area C+D 1.59 0.47 0.63 0.71 0.03 Area(E) 0.25 0.33 060 0.96 0.04 Total Site 5.55 7.88 12.52 18.75 0.71 Predevelo ment Total Site 5.55 5.44 9.92 13.2 Q Difference 2.44 2.62 5.55 TABLE 1.2 AREAS(A),(B)and(C+D) Q TO RETAIN AND Q ALLOWED TO PASS 6 Hour Duration TOTAL Q • STORM Q Q actual detained VOLUMN VOLUMN EVENT CFS passing CFS CU.FT. PRVIDED YEAR CFS P4 Required CU. FT. AREA "A" 2 2.64 0.14 2.50 1348 4022 10 4.26 0.29 3.97 2161 4022 100 6.21 2.57 3.64 2627 4022 AREA "Bn 2 2.48 0.10 2.38 968 4250 10 3.75 0.12 3.63 1538 4250 100 5.5 0.14 5.36 2267 4250 AREA "C" + "D., X3 2 2.43 0.11 2.32 984 4109 10 3.91 0.13 3.78 1564 4109 100 5.88 0.14 5.74 2308 4109 • Note: See pond designs for Areas"A", "B" &C+D" Page 3 TableTV.1 Summa Post-Develo went vs.Pre-Develo ment Flows-24 Hour Duration Storms 010 Outfall Area & Point Acres 02(cfs) (cfs) of Discharge PostDev PostDev Post Development Area "A" at P4 2.13 1.57 3.75 Area"B" at Y3 1.58 1.53 3.58 Areas C + D at X 3 1.59 1.54 3.61 Area "E" Sheet flow 0.25 0.03 0.22 Total Site 5.55 4.67 11.16 PreDev. 0,59 4.78 Difference Req. Detention 4.08 6.38 Post Development Flows with Detention Peak Peak Flow Detained Flow Detained cfs 2 r cfs 2 r cfs 10 r cfs 10 r Area"A" • at P5 1.57 0.24 1.33 3.42 0.33 Area "B" at Y3 1.53 0.13 1.40 0.48 3.10 Area "C + D at X3 1.54 0.14 1.40 0.50 3.10 Area E Sheet flow 0.03 0.03 0 0.22 0 Total 5.55 0.54 4.13 4.60 6.87 <0.59 >4.08 <4.78 >6.38 Construction BMPs and Post-Construction BMPs will be installed in conformance with the City of Temecula's "Water Quality Management Plan(WQMP)" and the California Stormwater Quality Association's - Stormwater Best Management Practice Handbook- "New Development and Redevelopment". This Project will provide only flow based BMPs for Post-Construction BMPs. These flow based BMPs shall be designed in accordance with SDRWQCB Order No. 2001-01. FlowGard and/or equal will be installed in all catch basins curb inlets. Also grass lined swales (bio-filters) will be constructed to remove pollutants of concern prior to the flow leaving the project. • Page 4 Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • Table1V.1 Summar Post-Development vs.Pre-De velo ment Flows-24 Hour Duration Storms Ouffall Area&Point Acres O2(cfs). Q10.(ofs) of Discharge PostDev PostDev Post Development Area"A" at P4 2.13 1.57 3.75 Area"B" at Y3 1.58 1.53 3.58 Areas C+D at X 3 1.59 1.54 3.61 Area"E" Sheet flow 0.25 0.03 0.22 Total Site 5.55 4.67 11.16 PreDev. 0.59 4.78 Difference Reg. Detention 4.08 6.38 Post Development Flows with Detention Peak Flow Detained Peak Flow Detained cfs) (cfs) (cls Area"A" at P5 1.57 0.24 1.33 3.42 0.33 • Area"B" at Y3 1.53 1 0.13 1.40 1 0.48 3.10 Area"C+D at X3 1.54 0.14 1.40 0.50 3.10 Area E Sheet flow 0.03 0.03 0 0.22 0 Total 5.55 0.54 4.13 4.60 6.87 <0.59 >4.08 <4.78 >6.38 • A-7 01/04/06 Table of Contents SA 05-111 Area A Pipe Storage.gpw Hydragow Hydrographs by Intelisolve Tuesday,Mar 21 2006,4:16 PM s �T � Hydrograph Return Period Recap .......................................................................... 1 2 - Year SummaryReport .................................................................................................................. 2 HydrographReports ............................................................................................................ 3 Hydrograph No. 1, Rational, Area A .................................................................................. 3 Hydrograph No. 2, Reservoir, Area A Storage Pipe ........................................................... 4 PondReport ................................................................................................................. 5 10 - Year SummaryReport .................................................................................................................. 6 HydrographReports ............................................................................................................ 7 Hydrograph No. 1, Rational, Area A .................................................................................. 7 Hydrograph No. 2, Reservoir, Area A Storage Pipe ........................................................... 8 PondReport ................................................................................................................. 9 100 - Year SummaryReport ................................................................................................................ 10 HydrographReports .......................................................................................................... 11 Hydrograph No. 1, Rational, Area A ................................................................................ 11 Hydrograph No. 2, Reservoir, Area A Storage Pipe ......................................................... 12 • Pond Report ................................................................................................................ 13 • Hydrograph Return Period Recap yd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph 0. type Hyd(s) description (origin) 1-Yr 2-Yr3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 Rational ----- -- 2.70 ---- --- 4.26 --- ---- 6.24 Area A 2 Reservoir 1 ------ 0.14 ----- ------- 0.29 -- ------ 2.57 Area A Storage Pipe /y7 Proj. file: SA 05-111 Area A Pipe Storage.gpw Tuesday, Mar 21 2006, 4:15 PM Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report Fdyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (ft) (cuft) 1 Rational 2.70 1 9 1,456 --- ---- ----- Area A 2 Reservoir 0.14 1 18 1,455 1 1024.45 1,348 Area A Storage Pipe G SA 05-111 Area A Pipe Storage.gpw Return Period: 2 Year Tuesday, Mar 21 2006, 4:15 PM Hydraflow Hydrographs by Intelisolve Hydrograph Plot Hydraflow Hydrographs by Intellsolve Tuesday,Mar 21 2006,4:15 PM Hyd. No. 1 Area A Hydrograph type = Rational Peak discharge = 2.70 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 2.130 ac Runoff coeff. = 0.8 Intensity = 1.582 in/hr Tc by User = 9.00 min OF Curve = SA 05-111 Temecula.IDF Asc/Rec limb fact = 1/1 Hydrograph Volume=1,456 cult Area A Q (cfs) Hyd. No. 1 --2 Yr Q (cfs) 3.00 3.00 • 2.00 2.00 1.00 1.00 0.00 0.00 0.0 0.1 0.2 0.3 0.3 • — Hyd No. 1 Time(hrs) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,4:15 PM SHyd. No. 2 Area A Storage Pipe Hydrograph type = Reservoir Peak discharge = 0.14 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 1 Max. Elevation = 1024.45 ft Reservoir name = Area A Storage Pipe Max. Storage = 1,348 cuft Storage Indication method used. Hydrograph Volume=1,455 cuff Area A Storage Pipe Q (Cfs) Hyd. No. 2 --2 Yr Q (cfs) 3.00 3.00 • 2.00 2.00 1.00 1.00 0.00 0.00 . 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 — Hyd No. 2 — Hyd No. 1 Time(hrs) / -5b Pond Report Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,4:15 PM . Pond No. 1 - Area A Storage Pipe Pond Data Pipe dia. = 4.00 ft Pipe length = 150.0 ft No. Barrels = 2.0 Slope = 0.50 % Invert elev. = 1022.60 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuff) 0.00 1022.60 00 0 0 0.24 1022.84 00 18 18 0.48 1023.08 00 49 67 0.71 1023.31 00 126 193 0.95 1023.55 00 181 374 1.19 1023.79 00 225 599 1.43 1024.03 00 253 852 1.66 1024.26 00 274 1,126 1.90 1024.50 00 288 1,414 2.14 1024.74 00 297 1,710 2.38 1024.98 00 301 2,011 2.61 1025.21 00 301 2,313 2.85 1025.45 00 297 2,610 3.09 1025.69 00 288 2,898 3.33 1025.93 00 273 3,171 3.56 1026.16 00 253 3,424 3.80 1026.40 00 224 3,649 4.04 1026.64 00 181 3,829 4.28 1026.88 00 126 3,955 4.51 1027.11 00 49 4,004 4.75 1027.35 00 18 4,022 Culvert/Orifice Structures Weir Structures • [A] [B] [C] [D] [A] [B] [C] [D] Rise(in) = 18.00 1.00 8.00 0.00 Crest Len(ft) = 9.42 0.00 0.00 0.00 Span(in) = 18.00 1.00 8.00 0.00 Crest EI.(ft) = 1027.40 0.00 0.00 0.00 No.Barrels = 1 4 4 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert EI.(ft) = 1022.60 1022.60 1025.00 0.00 Weir Type = Riser - -- -- Length(ft) = 90.00 0.50 0.50 0.00 Mufti-Stage = Yes No No No Slope(%) = 1.00 0.00 0.00 0.00 N-Value = .013 .013 .013 .000 Orft.Coeff. = 0.60 0.60 0.60 0.00 Mufti-Stage = rda Yes Yes No Extittration= 0.000 in/hr(Wet area) Taihvater Elev.= 0.00 ft Note:CulverVOrifico outflows have been analyzed under inlet and outlet control. Elev(ft) Stage/ Discharge Elev(ft) 1028.00 1028.00 1027.00 1027.00 1026.00 1026.00 1025.00 1025.00 1024.00 1024.00 0 023.00 1023.00 1022.00 1022.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 - Total O - CUN A -- Culy B - Culy C Discharge(cfs)/�� - Weir Hydrograph Summary Report yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 Rational 4.26 1 9 2,300 — ---- -- Area A 2 Reservoir 0.29 1 17 2,300 1 1025.09 2,161 Area A Storage Pipe SA 05-111 Area A Pipe Storage.gpw Return Period: 10 Year Tuesday, Mar 21 2006, 4:15 PM Hydraflow Hydrographs by Intelisolve Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday, Mar 21 2006,4:16 PM Hyd. No, 1 Area A Hydrograph type = Rational Peak discharge = 4.26 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 2.130 ac Runoff coeff. = 0.8 Intensity = 2.500 in/hr Tc by User = 9.00 min OF Curve = SA 05-111 Temecula.IDF Asc/Rec limb fact = 1/1 Hydrograph Volume=2,300 cult Area A Q (ds) Hyd. No. 1 -- 10 Yr Q (Cfs) 5.00 5.00 • 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 • 0.0 0.1 0.2 0.3 0.3 -- Hyd No. 1 Time (hrs) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,4:16 PM OHyd. No. 2 Area A Storage Pipe Hydrograph type = Reservoir Peak discharge = 0.29 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 1 Max. Elevation = 1025.09 ft Reservoir name = Area A Storage Pipe Max. Storage = 2,161 cuft Storage Indication method used. Hydrograph Volume=2,300 cult Area A Storage Pipe Q (Cfs) Hyd. No. 2 -- 10 Yr Q (Cfs) 5.00 5.00 • 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 • 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Hyd No. 2 — Hyd No. 1 Time (hrs) /5 u. Pond Report Hydrallow Hydrographs by Intelisolve Tuesday,Mar 21 2006,4:16 PM • Pond No. 1 - Area A Storage Pipe Pond Data Pipe dia. = 4.00 ft Pipe length = 150.0 ft No. Barrels = 2.0 Slope = 0.50 % Invert elev. = 1022.60 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cult) Total storage(cuff) 0.00 1022.60 00 0 0 0.24 1022.84 00 18 18 0.48 1023.08 00 49 67 0.71 1023.31 00 126 193 0.95 1023.55 00 181 374 1.19 1023.79 00 225 599 1.43 1024.03 00 253 852 1.66 1024.26 00 274 1,126 1.90 1024.50 00 288 1,414 2.14 1024.74 00 297 1,710 2.38 1024.98 00 301 2,011 2.61 1025.21 00 301 2,313 2.85 1025.45 00 297 2,610 3.09 1025.69 00 288 2,898 3.33 1025.93 00 273 3,171 3.56 1026.16 00 253 3,424 3.80 1026.40 00 224 3,649 4.04 1026.64 00 181 3,829 4.28 1026.88 00 126 3,955 4.51 1027.11 00 49 4,004 4.75 1027.35 00 18 4,022 Culvert/Orifice Structures Weir Structures • [A] [Bl [C] [D] [A] [B] [C] [D] Rise(in) = 18.00 1.00 8.00 0.00 Crest Len(ft) = 9.42 0.00 0.00 0.00 Span(in) = 18.00 1.00 8.00 0.00 Crest El.(ft) = 1027.40 0.00 0.00 0.00 No.Barrels = 1 4 4 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert EI.(ft) = 1022.60 1022.60 1025.00 0.00 Weir Type = Riser - -- - Length(ft) = 90.00 0.50 0.50 0.00 Multistage = Yes No No No Slope(%) = 1.00 0.00 0.00 0.00 N-Value = .013 .013 .013 .000 Orif.Coeff. = 0.60 0.60 0.60 0.00 Multistage = n/a Yes Yes No Exifihration= 0.000 iri/hr(Wet area) Tailwater Elev.= 0.00 It Note:Culvert/OMCe ouNows have been analyzed under inlet and outlet control. Elev(ft) Stage/ Discharge Elev(ft) 1028.00 1028.00 1027.00 1027.00 1026.00 _ 1026.00 1025.00 I 1025.00 1024.00 - 1024.00 01023.00 I 1023.00 1022.00 1022.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 Discharge(cfs) - Total Q - Culy A - Culy B - Culy C y5�f - Weir / 11 Hydrograph Summary Report yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 Rational 6.24 1 9 3,371 -- -- ----- Area A 2 Reservoir 2.57 1 14 3,370 1 1025.46 2,627 Area A Storage Pipe SA 05-111 Area A Pipe Storage.gpw Return Period: 100 Year Tuesday, Mar 21 2006, 4:16 PM Hydraflow Hydrographs by Intelisolve 1' Hydrograph Plot Hydraflow Hydrographs by IMelisolve Tuesday,Mar 21 2006,4:16 PM Hyd. No. 1 Area A Hydrograph type = Rational Peak discharge = 6.24 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 2.130 ac Runoff coeff. = 0.8 Intensity = 3.663 in/hr Tc by User = 9.00 min OF Curve = SA 05-111 Temecula.IDF Asc/Rec limb fact = 1/1 Hydrograph Volume=3,371 cuft Area A Q (Cfs) Hyd. No. 1 -- 100 Yr Q (cfs) 7.00 7.00 . 6.00 6.00 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 • 0.0 0.1 0.2 0.3 0.3 — Hyd No. 1 Time (hrs) 157 1: Hydrograph Plot Hydrallow Hydrographs by Intelisolve Tuesday,Mar 21 2006,4:16 PM ` Hyd. No. 2 Area A Storage Pipe Hydrograph type = Reservoir Peak discharge = 2.57 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 1 Max. Elevation = 1025.46 ft Reservoir name = Area A Storage Pipe Max. Storage = 2,627 cuft Storage Indication method used. Hydrograph Volume=3,370 cult Area A Storage Pipe Q (cfs) Hyd. No. 2 -- 100 Yr Q (cfs) 7.00 7.00 106.00 - 6.00 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 • — Hyd No. 2 — Hyd No. 1 Time (hrs) /� D Pond Repoft Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,4:16 PM Pond No. 1 - Area A Storage Pipe Pond Data Pipe dia. = 4.00 ft Pipe length = 150.0 ft No. Barrels = 2.0 Slope = 0.50 % Invert elev. = 1022.60 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 1022.60 00 0 0 0.24 1022.84 00 18 18 0.48 1023.08 00 49 67 0.71 1023.31 00 126 193 0.95 1023.55 00 181 374 1.19 1023.79 00 225 599 1.43 1024.03 00 253 852 1.66 1024.26 00 274 1,126 1.90 1024.50 00 288 1,414 2.14 1024.74 00 297 1,710 2.38 1024.98 00 301 2,011 2.61 1025.21 00 301 2,313 2.85 1025.45 00 297 2,610 3.09 1025.69 00 288 2,898 3.33 1025.93 00 273 3,171 3.56 1026.16 00 253 3,424 3.80 1026.40 00 224 3,649 4.04 1026.64 00 181 3,829 4.28 1026.88 00 126 3,955 4.51 1027.11 00 49 4,004 4.75 1027.35 00 18 4,022 Culvert/Orifice Structures Weir Structures • [A] [Bl [C] [D] [A] [61 [C] [Dl Rise(in) = 18.00 1.00 8.00 0.00 Crest Len(ft) = 9.42 0.00 0.00 0.00 Span(in) = 18.00 1.00 8.00 0.00 Crest EI.(ft) = 1027.40 0.00 0.00 0.00 No.Barrels = 1 4 4 0 Weir Cceff. = 3.33 3.33 0.00 0.00 Invert EI.(ft) = 1022.60 1022.60 1025.00 0.00 Weir Type = Riser --- - - Length(ft) = 90.00 0.50 0.50 0.00 Multistage = Yes No No No Slope(%) = 1.00 0.00 0.00 0.00 N-Value = .013 .013 .013 .000 Orif.Cceff. = 0.60 0.60 0.60 0.00 Multistage = n/a Yes Yes No E>filtration= 0.000 in/hr(Wet area) Tailwater Elev.= 0.00 It NWe:CulverttOnfice outflows have been analyzed under inlet and outlet control. Elev(1t) Stage/Discharge Elev(1t) 1028.00 1028.00 1027.00 1027.00 1026.00 - 1026.00 1025.00 1025.00 1024.00 1024.00 .1023.00 -, 1023.00 1022.00 / 1022.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 - Total O Culv A Culv B - Culy C Discharge(cfs) - Weir Table of Contents SA 05-111 Area B Pond i.gpw Hydragow Hydrographs by Intelisolve ��/� .`Tuesday,Mar 21 2006,3:6 PM �Hydrograph Return Period Recap .......................................................................... 1 2 - Year SummaryReport .................................................................................................................. 2 HydrographReports ............................................................................................................ 3 Hydrograph No. 1, Rational, Area B ................................................................................. 3 Hydrograph No. 2, Reservoir, Pond 1 ................................................................................ 4 PondReport ................................................................................................................. 5 10 - Year SummaryReport ................................................................. 6 Hydrogrr ................................................................ 7 Hydroc 7 Hydrog - ......... 8 Pona ........................................................ 9 100 - Years SummaryR 1 ......................................................... 10 Hydrograph ........................................................ 11 Hydrograp ....................................................... 11 Hydrograpt ...................................................... 12 . Pond Re, ............................................I......... 13 • Hydrograph Return Period Recap yd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph 0. type Hyd(s) description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 Rational ------ ---- 2.41 -- ----- 3.81 --- ---- 5.57 Area B 2 Reservoir 1 -- 0.10 ------- ----- 0.12 ---- ------- 0.14 Pond 1 Proj. file: SA 05-111 Area B Pond 1.gpw Tuesday, Mar 21 2006, 3:06 PM Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o, type flow interval peak hyd(s) elevation storage description (origin) (CIS) (min) (min) (cuft) (ft) (cuft) 1 Radonal 2.41 1 7 1,014 ---- --- ---- Area B 2 Reservoir 0.10 1 14 1,002 1 1029.79 968 Pond 1 SA 05-111 Area B Pond 1.gpw Return Period: 2 Year Tuesday, Mar 21 2006, 3:06 PM Hydraflow Hydrographs by Intelisolve Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:6 PM it Hyd. No. 1 Area B Hydrograph type = Rational Peak discharge = 2.41 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 1.580 ac Runoff coeff. = 0.84 Intensity = 1.818 in/hr Tc by User = 7.00 min IDF Curve = SA 05-111 Temecula.IDF Asc/Rec limb fact = 1/1 Hydrograph Volume=1,014 cult Area B Q (ds) Hyd. No. 1 --2 Yr Q (cfs) 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0.0 0.1 0.2 0.3 — Hyd No. 1 Time (hrs) ��3 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:6 PM SHyd. No. 2 Pond 1 Hydrograph type = Reservoir Peak discharge = 0.10 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 1 Max. Elevation = 1029.79 ft Reservoir name = Area B Pond1 Max. Storage = 968 cuft Storage Indication method used. Hydrograph Volume=1,002 cult Pond 1 Q (cfs) Hyd. No. 2 --2 Yr Q (cfs) 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0.0 1.3 2.7 4.0 5.3 6.7 8.0 9.3 10.7 12.0 13.3 — Hyd No. 2 — Hyd No. 1 Time (hrs) /� Y Pond Report Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:6 PM Pond No. 1 - Area B Pondl Pond Data Pond storage is based on known contour areas. Average end area method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cult) Total storage(cuft) 0.00 1029.40 1,000 0 0 0.50 1029.90 4,000 1,250 1,250 1.00 1030.40 8,000 3,000 4,250 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] LCI [D] Rise(in) = 0.00 1.50 0.00 0.00 Crest Len(ft) = 2.00 0.00 0.00 0.00 Span(in) = 0.00 1.50 0.00 0.00 Crest EI.(ft) = 1030.20 0.00 0.00 0.00 No.Barrels = 0 3 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert El.(ft) = 0.00 1029.40 0.00 0.00 Weir Type = Rect - - --- Length(ft) = 0.00 0.50 0.00 0.00 MuttiStage = No No No No Slope(%) = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif.Coeff. = 0.60 0.60 0.00 0.00 Multistage = n/a No No No E>diltration= 0.000 in/hr(Contour) Tailwater Elev.= 0.00 ft Note:Culvert/Onfice out lows have been analyzed under inlet and outlet wntrel, Elev(ft) Stage/Discharge Elev(it) 1031.00 1031.00 1030.80 1030.80 1030.60 - 1030.60 1030.40 - 1030.40 1030.20 1030.20 1030.00 1030.00 1029.80 1029.80 1029.60 1029.60 1029.40 1029.40 1029.20 1029.20 1029.00 1029.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 Total O - Culy B /EJ/6 Discharge(cfs) - - Weir Hydrograph Summary Report yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o. type Flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 Rafional 3.81 1 7 1,599 -- --- ---- Area B 2 Reservoir 0.12 1 14 1,587 1 1029.95 1,538 Pond 1 /67 SA 05-111 Area B Pond 1.gpw Return Period: 10 Year Tuesday, Mar 21 2006, 3:06 PM Hydraflow Hydrographs by Intelisolve Hydrograph Plot Hydraflow Hydrographs by Imellsolve Tuesday,Mar 21 2006,3:6 PM SHyd. No. 1 Area B Hydrograph type = Rational Peak discharge = 3.81 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 1.580 ac Runoff coeff. = 0.84 Intensity = 2.868 in/hr Tc by User = 7.00 min OF Curve = SA 05-111 Temecula.IDF Asc/Rec limb fact = 1/1 Hydrograph Volume=1,599 cuff Area B Q (Gfs) Hyd. No. 1 -- 10 Yr Q (Cfs) 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0.0 0.1 0.2 0.3 — Hyd No. 1 Time (hrs) /6 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,3:6 PM S Hyd. No. 2 Pond 1 Hydrograph type = Reservoir Peak discharge = 0.12 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 1 Max. Elevation = 1029.95 ft Reservoir name = Area B Pond1 Max. Storage = 1,538 cuft Storage Indication method used. Hydrograph Volume=1,587 cuff Pond 1 Q (Gfs) Hyd. No. 2-- 10 Yr Q (Cfs) 4.00 4.00 i 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0.0 1.3 2.7 4.0 5.3 6.7 8.0 9.3 10.7 12.0 13.3 14.7 Time (hrs) — Hyd No. 2 — Hyd No. 1 Pored Report Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:6 PM Pond No. 1 - Area B Pond1 Pond Data Pond storage is based on known contour areas. Average end area method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cult) 0.00 1029.40 1,000 0 0 0.50 1029.90 4,000 1,250 1,250 1.00 1030.40 8,000 3,000 4,250 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] lel [C] [D] Rise(in) = 0.00 1.50 0.00 0.00 Crest Len(ft) = 2.00 0.00 0.00 0.00 Span(in) = 0.00 1.50 0.00 0.00 Crest EI.(ft) = 1030.20 0.00 0.00 0.00 No.Barrels = 0 3 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert EI.(ft) = 0.00 1029.40 0.00 0.00 Weir Type = Rect - -- -- Length(ft) = 0.00 0.50 0.00 0.00 Multistage = No No No No Slope(%) = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif.Coeff. = 0.60 0.60 0.00 0.00 Multi-Stage = n/a No No No Enfiltration= 0.000 in/hr(Contour) Tailwater Elev.= 0.00 It Note:CulverK41ffce outflows heve been analmd under lnletand outlet control. • Elev(ft) Stage/ Discharge Elev(R) 1031.00 1031.00 1030.80 1030.80 1030.60 1030.60 1030.40 _ - 1030.40 103020 ;- 1030.20 1030.00 1030.00 1029.80 1029.80 1029.60 1029.60 1029.40 1029.40 1 77 029.20 1029.20 1029.00 1029.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 - Total 0 - CAB � Discharge(cfs) - WeirA // 1 Hydrograph Summary Report yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o. type now interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 Rational 5.57 1 7 2,340 --- ---- --- Area B 2 Reservoir 0.14 1 14 2,328 1 1030.07 2,267 Pond 1 /7/ SA 05-111 Area B Pond 1.gpw Return Period: 100 Year Tuesday, Mar 21 2006, 3:06 PM Hydraflow Hydrographs by Intelisolve Hydrograph Plot Hydra6ow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:6 PM S Hyd. No. 1 Area B Hydrograph type = Rational Peak discharge = 5.57 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 1.580 ac Runoff coeff. = 0.84 Intensity = 4.198 in/hr Tc by User = 7.00 min OF Curve = SA 05-111 Temecula.IDIF Asc/Rec limb fact = 1/1 Hydrograph Volume=2,340 cult Area B Q (cfs) Q (cfs) Hyd. No. 1 -- 100 Yr 6.00 6.00 • 5.00 5.00 4.00 4.00 3.00 3.00 2.00 - 2.00 1.00 1.00 0.00 N0.00 0.0 0.1 0.2 0.3 — Hyd No. 1 Time (hrs) 1Z, Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday, Mar 212006,3:6 PM ' Hyd. No. 2 Pond 1 Hydrograph type = Reservoir Peak discharge = 0.14 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 1 Max. Elevation = 1030.07 ft Reservoir name = Area B Pond Max. Storage = 2,267 cuft Storage Indication method used. Hydrograph Volume=2,328 cult Pond 1 Q (Cfs) Hyd. No. 2 -- 100 Yr Q (cfs) 6.00 6.00 05.00 - 5.00 4.00 4.00 3,00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0.0 1.5 3.0 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0 — Hyd No. 2 — Hyd No. 1 Time (hrs) `7 7�, Pond Report Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:6 PM . Pond No. 1 - Area B Pond1 Pond Data Pond storage is based on known contour areas. Average end area method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cult) Total storage(cult) 0.00 1029.40 1,000 0 0 0.50 1029.90 4,000 1,250 1,250 1.00 1030.40 8,000 3,000 4,250 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise(in) = 0.00 1.50 0.00 0.00 Crest Len(ft) = 2.00 0.00 0.00 0.00 Span(in) = 0.00 1.50 0.00 0.00 Crest EI.(ft) = 1030.20 0.00 0.00 0.00 No.Barrels = 0 3 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert EI.(ft) = 0.00 1029.40 0.00 0.00 Weir Type = Red -- - Length(ft) = 0.00 0.50 0.00 0.00 Multistage = No No No No Slope(%) = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif.Coeff. = 0.60 0.60 0.00 0.00 Multistage = n/a No No No Exfittration= 0.000 in/hr(Contour) Tailwater Elev.= 0.00 ft Note:Culvertl0rifice..}Flows have been analyzed under inlet and outlet control. Elev(ft) Stage/Discharge Elev(ft) 1031.00 1031.00 1030.80 1030.80 1030.60 1030.60 1030.40 1030.40 1030.20 �-'�""'�- 1030.20 1030.00 1030.00 1029.80 1029.80 1029.60 1029.60 1029.40 1029.40 1029.20 1029.20 1029.00 1029.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 - Total O - CuIV B P 2 Y Discharge(cfs) - Weir Table of Contents SA 05-111 Area C+D Pond 2.gpw Hydraflow Hydrographs by Intelisolve "��, •T"'� A �, k!!`ay,Mar 21 2006,3:26 PM Hydrograph Return Period Recap .......................................................................... 1 2 - Year SummaryReport .................................................................................................................. 2 HydrographReports ............................................................................................................ 3 Hydrograph No. 1, Rational, Area C and D ........................................................................ 3 Hydrograph No. 2 Reservoir, Pond 2 ................................................................................ 4 Pond Report . . 5 10 - Year Summary Report Hydrograph Rep ��-.. ................................................... 7 HydrographNr _, .................................................... 7 Hydrograph N 8 Pond Rep( ` 1v!+�c_..................................................... 9 100 - Year SummaryRep ...................................................... 10 HydrographF ....................................................... 11 Hydrograpt ........................................................ 11 Hydrograp ........................................................ 12 iPond R. ......................................................... 13 �i 175- Hydrograph Return Period Recap d. Hydrograph Inflow Peak Outflow(cfs) Hydrograph type Hyd(s) description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 Rational ---- --- 2.46 ----- ---- 3.88 --- --- 5.67 Area C and D 2 Reservoir 1 --- 0.11 --- 0.13 -- --- 0.14 Pond 2 lip Proj. file: SA 05-111 Area C + D Pond 2.gpw Tuesday, Mar 21 2006, 3:26 PM Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report d. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph type flow interval peak hyd(s) elevation storage description (origin) (Cfs) (min) (min) (cuft) (ft) (cuft) 1 Rational 2.46 1 7 1,032 --- ---- -- Area C and D 2 Reservoir 0.11 1 14 1,021 1 1030.52 984 Pond 177 SA 05-111 Area C + D Pond 2,gpw Return Period: 2 Year Tuesday, Mar 21 2006, 3:26 PM Hydrallow Hydrographs by Intelisolve Hydrograph Plot ` Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:26 PM Hyd. No. 1 Area C and D Hydrograph type = Rational Peak discharge = 2.46 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 1.590 ac Runoff coeff. = 0.85 Intensity = 1.818 in/hr Tc by User = 7.00 min OF Curve = SA 05-111 Temecula.OF Asc/Rec limb fact = 1/1 Hydrograph Volume=1,032 cuft Area C and D Q (cfs) Hyd. No. 1 --2 Yr Q (afs) 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 . 0.0 0.1 0.2 0.3 — Hyd No. 1 Time (hrs) / 7e Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:26 PM &yd. No. 2 Pond 2 Hydrograph type = Reservoir Peak discharge = 0.11 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 1 Max. Elevation = 1030.52 ft Reservoir name = Area C + D Pond 2 Max. Storage = 984 cuft Storage Indication method used. Hydrograph Volume=1,021 cult Pond 2 Q (Cfs) Hyd. No. 2 --2 Yr Q (Cfs) 3.00 3.00 • 2.00 - 2.00 1.00 1.00 0.00 - 0.00 • 0.0 1.2 2.3 3.5 4.7 5.8 7.0 8.2 9.3 10.5 11.7 12.8 — Hyd No. 2 — Hyd No. 1 Time (hrs) /79 Pond Report Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:26 PM • Pond No. 1 - Area C + D Pond 2 Pond Data Pond storage is based on known contour areas. Conic method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 1030.10 1,000 0 0 0.50 1030.60 4,000 1,167 1,167 1.00 1031.10 8,000 2,943 4,109 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise(in) = 0.00 1.50 0.00 0.00 Crest Len(ft) = 2.00 0.00 0.00 0.00 Span(in) = 0.00 1.50 0.00 0.00 Crest El.(ft) = 1030.90 0.00 0.00 0.00 No.Barrels = 0 3 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert EI.(ft) = 0.00 1030.10 0.00 0.00 Weir Type Rect - - -- Length(ft) = 0.00 0.50 0.00 0.00 Multistage No No No No Slope(o/a) = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif.Coeff. = 0.60 0.60 0.00 0.00 Multistage = n/a No No No EAttration= 0.000 in/hr(Contour) Tailwater Elev.= 0.00 It Note:Culwit/Orifice ouPl.have been analyzed under inlet and outlet control. • Elev(ft) Stage/Discharge Elev(ft) 1032.00 1032.00 1031.80 1031.80 1031.60 1031.60 1031.40 1031.40 1031.20 1031.20 1031.00 1031.00 1030.80 1030.80 1030.60 1030.60 •1030.40 1030.40 1030.20 1030.20 1030.00 1030.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 - Total O - Culy B / fl� Discharge(cfs) Weir A U E Hydrograph Summary Report yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph type flow interval peak hyd(s) elevation storage description (origin) (¢fs) (min) (min) (cult) (ft) (cuft) 1 Rational 3.88 1 7 1,628 -- --- -- Area C and D 2 Reservoir 0.13 1 14 1,617 1 1030.67 1,564 Pond 2 • SA 05-111 Area C + D Pond 2.gpw Return Period: 10 Year Tuesday, Mar 21 2006, 3:26 PM Hydraflow Hydrographs by Intelisolve Hydrograph Plot HydraHow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:26 PM Hyd. No. 1 Area C and D Hydrograph type = Rational Peak discharge = 3.88 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 1.590 ac Runoff coeff. = 0.85 Intensity = 2.868 in/hr Tc by User = 7.00 min OF Curve = SA 05-111 Temecula.IDF Asc/Rec limb fact = 1/1 Hydrograph Volume= 1,628 cuft Area C and D Q (Cfs) Hyd. No. 1 -- 10 Yr Q (Gfs) 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0.0 0.1 0.2 0.3 — Hyd No. 1 Time (hrs) / ,(Z— Hydrograph Plot ' Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,3:26 PM *Hyd. No. 2 Pond 2 Hydrograph type = Reservoir Peak discharge = 0.13 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 1 Max. Elevation = 1030.67 ft Reservoir name = Area C + D Pond 2 Max. Storage = 1,564 cuft Storage Indication method used. Hydrograph Volume=1,617 cult Pond 2 Q (cfs) Hyd. No. 2 -- 10 Yr Q (cfs) 4.00 4.00 • 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 • 0.0 1.3 2.7 4.0 5.3 6.7 8.0 9.3 10.7 12.0 13.3 — Hyd No. 2 — Hyd No. 1 Time (hrs) �z—> Pond Report `• Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,3:26 PM . Pond No. 1 - Area C+ D Pond 2 Pond Data Pond storage is based on known contour areas. Conic method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft) 0.00 1030.10 1,000 0 0 0.50 1030.60 4,000 1,167 1,167 1.00 1031.10 8,000 2,943 4,109 Culvert/Orifice Structures Weir Structures [A] [B] [CI LD] [A] [B] [C] [D] Rise(in) = 0.00 1.50 0.00 0.00 Crest Len(ft) = 2.00 0.00 0.00 0.00 Span(in) 0.00 1.50 0.00 0.00 Crest El.(ft) = 1030.90 0.00 0.00 0.00 No.Barrels = 0 3 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert El.(ft) = 0.00 1030.10 0.00 0.00 Weir Type = Rect -- -- -- Length(ft) = 0.00 0.50 0.00 0.00 Multistage = No No No No Slope(%) = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif.Coeff. - 0.60 0.60 0.00 0.00 Multistage = n/a No No No ExIfiItration= 0.000 inthr(Contour) Tailwater Elev.= 0.00 it Note:CulveraCw fico oulllam have been analyzed under inlet and outlet control. Elev(ft) Stage!Discharge Elev(ft) 1032.00 1032.00 1031.80 1031.80 1031.60 1031.60 1031.40 1031.40 1031.20 1031.20 1031.00 -_,_.__- - -- - 1031.00 1030.80 I 1030.80 1030.60 1030.60 0 030.40 1030.40 1030.20 - 1030.20 1030.00 1030.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 Total O - Culy B / G/ ,Discharge(cfs) - Weir U �` 11 Hydrograph Summary Report $yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o, type flow interval peak hyd(s) elevation storage description (origin) (cis) (min) (min) (cuft) (ft) (cuft) 1 Rational 5.67 1 7 2,383 -- --- --- Area C and D 2 Reservoir 0.14 1 14 2,372 1 1030.79 2,308 Pond 2 SA 05-111 Area C + D Pond 2.gpw Return Period: 100 Year Tuesday, Mar 21 2006, 3:26 PM Hydraflow Hydrographs by Intelisolve 11 Hydrograph Plot HydraFlow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:26 PM Hyd. No. 1 Area C and D Hydrograph type = Rational Peak discharge = 5.67 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 1.590 ac Runoff coeff. = 0.85 Intensity = 4.198 in/hr Tc by User = 7.00 min OF Curve = SA 05-111 Temecula.OF Asc/Rec limb fact = 1/1 Hydrograph Volume=2,383 cult Area C and D Q (cfs) Hyd. No. 1 — 100 Yr Q (Gfs) 6.00 6.00 5.00 - 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0.0 0.1 0.2 0.3 Hyd No. 1 Tiim(e/(hrs) / �j Hydrograph Plot id Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,3:26 PM Hyd. No. 2 Pond 2 Hydrograph type = Reservoir Peak discharge = 0.14 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 1 Max. Elevation = 1030.79 ft Reservoir name = Area C + D Pond 2 Max. Storage = 2,308 cuft Storage Indication method used. Hydrograph Volume=2,372 cult Pond 2 Q (Cfs) Hyd. No. 2 -- 100 Yr Q (Cfs) 6.00 6.00 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 • 0.0 1.5 3.0 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0 — Hyd No. 2 — Hyd No. 1 Time�(hrs) /7 Pond Repot HydraBow Hydrographs by Intelisolve Tuesday,Mar 212006,3:26 PM . Pond No. 1 - Area C+ D Pond 2 Pond Data Pond storage is based on known contour areas. Conic method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(tuft) Total storage(tuft) 0.00 1030.10 1,000 0 0 0.50 1030.60 4,000 1,167 1,167 1.00 1031.10 8,000 2,943 4,109 Culvert/Orifice Structures Weir Structures [A] IB] [C] [D] [A] [B] [C] [D] Rise(in) - 0.00 1.50 0.00 0.00 Crest Len(ff) = 2.00 0.00 0.00 0.00 Span(in) - 0.00 1.50 0.00 0.00 Crest El,(ft) = 1030.90 0.00 0.00 0.00 No.Barrels = 0 3 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert EI.(ft) = 0.00 1030.10 0.00 0.00 Weir Type = Red - Length(ft) = 0.00 0.50 0.00 0.00 MuftiStage = No No No No Slope(h) = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Or"rf.Coeff. = 0.60 0.60 0.00 0.00 Multistage = n/a No No No ExlfiItration= 0.000 in/hr(Contour) Tailwater Elev.= 0.00 it Note:Culvert/Office ouffft s have been analyzed under inlet and oWel wntrol. Elea(ft) Stage/Discharge Elev(ft) 1032.00 1032.00 1031.80 1031.80 1031.60 1031.60 1031.40 1031.40 1031.20 1031.20 1031.00 -__._ 1031.00 1030.80 1030.80 1030.60 1030.60 •1030.40 1030.40 1030.20 1030.20 1030.00 1030.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 / .90 / 1.00 `j�)0!/ - Total O - Culy B Discharge(cfs) - Weir HYDRAULIC CALCULATIONS FOR DETENTION BASINS FOR 24 HOUR DURATION STORM • Table 3.1 Summary Post-Development Water Quality Flows-6 Hour Duration Outfall Area&Point Acres Q2(cfs) Q10(cfs) Q100(cfs) Qwq(cfs) of Discharge I=0.2in/hr Post Development Area Al -A4)- 1.98 2.49 4.02 5.86 0.34 Area(AS) 0.15 0.15 0.24 0.35 0.03 Area B1.58 2.48 3.75 5.5 0.27 Area C+D 1.59 0.47 0.63 0.71 1 0.03 Area(E) 0.25 0.33 0,60 0.96 0.04 Total Site 5.55 7.88 12.52 18.75 0.71 Predevelo ment Total Site 5.55 5.44 9.92 13.2 Q Difference 2.44 2.62 5.55 TABLE 1.2 AREAS(A),(B)and(C+D) Q TO RETAIN AND Q ALLOWED TO PASS 6 Hour Duration TOTAL Q • STORM Q Q actual detained VOLUMN VOLUMN EVENT CFS passing CFS CU.FT. PRVIDED YEAR CFS P4 Required CU. FT. AREA "All 2 2.64 0.14 2.50 1348 4022 10 4.26 0.29 3.97 2161 4022 100 6.21 2.57 3.64 2627 4022 AREA ..B.. 2 2.48 0.10 2.38968 4250 10 3.75 0.12 3.63 1538 4250 100 5.5 0.14 5.36 2267 4250 AREA"C" + "D" X3 2 2.43 0.11 2.32 984 4109 10 3.91 0.13 3.78 1564 4109 100 5.88 314 5.74 2308 4109 • Note: See pond designs for Areas "A", "B" &C+D" Page 3 TableHv.1 Summa Post-Development vs.Pre-Development Flows-24 Hour Duration Storms Q10 Outfall Area & Point Acres Q2(cfs) (cfs) of Discharge PostDev PostDev Post Development Area "A" at P4 2.13 1.57 3.75 Area"B" at Y3 1.58 1.53 3.58 Areas C + D at X 3 1.59 1.54 3.61 Area "E" Sheet flow 0.25 0.03 0.22 Total Site 5.55 4.67 1 11.16 PreDev. 0.59 4.78 Difference Req. Detention 4.08 6.38 Post Development Flows with Detention Peak Peak Flow Detained Flow Detained cfs 2 r cfs 2 r cfs 10 r cfs 10 r Area "A" • at P5 1.57 0.24 1.33 3.42 0.33 Area "B" at Y3 1.53 0.13 1.40 0.48 3.10 Area "C + D at X3 1.54 0.14 1.40 0.50 3.10 Area E Sheet flow 0.03 0.03 0 0.22 0 Total 5.55 0.54 4.13 4.60 6.87 <0.59 >4.08 <4.78 > 6.38 Construction BMPs and Post-Construction BMPs will be installed in conformance with the City of Temecula's"Water Quality Management Plan(WQMP)" and the California Stormwater Quality Association's- Stormwater Best Management Practice Handbook- "New Development and Redevelopment". This Project will provide only flow based BMPs for Post-Construction BMPs. These flow based BMPs shall be designed in accordance with SDRWQCB Order No. 2001-01. FlowGard and/or equal will be installed in all catch basins curb inlets. Also grass lined swales (bio-filters) will be constructed to remove pollutants of concern prior to the flow leaving the project. Page 4 • Water Quality Management Plan (WQMP) Industrial Condominiums of Temecula • TablelV.l Summar Post-Development vs.Pre-De velo ment Flows-24 Hour Duration Storms Outfall Area&Point Acres Q2(cfs) tQ10.(cfs)r of Discharge PostDev PostDev Post Development Area"A" at P4 2.13 1.57 3.75 Area"B" at Y3 1.58 1.53 3.58 Areas C+D at X 3 1.59 1.54 3.61 Area"E" Sheet flow 0.25 0.03 0.22 Total Site 5.55 4.67 11.16 PreDev. 0.59 4.78 Difference Reg. Detention 4.08 6.38 Post Development Flows with Detention Peak Flow Detained Peak Flow Detained cfs) (cfs) cis cfs Area"A" at P5 1.57 0.24 1.33 3.42 0.33 • Area"B" at Y3 1.53 0.13 1.40 0.48 3.10 Area"C+D at X3 1.54 0.14 1.40 0.50 3.10 Area E Sheet flow 0.03 0.03 0 0.22 0 Total 5.55 0.54 4.13 4.60 6.87 <0.59 >4.08 <4.78 >6.38 • A-7 01/04/06 Hydrograph OF Curves G �,� I�Ffile: SA05-111XTemecula.IDF •7(in/hr) 14.00 14.00 100-Yr 12.00 12.00 50-Yr 10.00 - 10.00 25-Yr Afox 8.00 \ \ 8.00 10-Yr 6.00 3.00 5-Yr 4.00 4.00 2-Yr 2.00 2.00 0.00 0.00 0 5 10 15 20 25 30 35 40 45 50 55 60 Time(min) 1,e2) Hydraflow Hydrographs 2004 Table of Contents SA 05-11124hr PostDev.Area A.gpw Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,3:57 PM 41 Hydrograph Return Period Recap .......................................................................... 1 2 - Year SummaryReport .................................................................................................................. 2 HydrographReports ............................................................................................................ 3 Hydrograph No. 1, SCS Runoff, Area A ............................................................................ 3 Hydrograph No. 2, Reservoir, Area A Pipe Storage ........................................................... 4 PondReport ................................................................................................................. 5 10 - Year SummaryReport .................................................................................................................. 6 HydrographReports ............................................................................................................ 7 Hydrograph No. 1, SCS Runoff, Area A ............................................................................ 7 Hydrograph No. 2, Reservoir, Area A Pipe Storage ........................................................... 8 PondReport ................................................................................................................. 9 • • Hydrograph Return Period Recap Yd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph o, type Hyd(s) description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr I SCS Runoff ----- -- 1.57 ------ -- 3.75 --- 7.25 Area A 2 Reservoir 1 --- 0.24 -- -- 3.42 --- ----- 6.66 Area A Pipe Storage —[� Proj. file: SA 05-111 24hr PostDev.Area A.gpw Tuesday, Mar 21 2006, 3:57 PM Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o. type flow interval peak hyd(s) elevation storage description (origin) (Cfs) (min) (min) (Cult) (ft) (cult) 1 SCS Runoff 1.57 3 726 5,199 --- --- ---- Area A 2 Reservoir 0.24 3 759 5,198 1 1025.07 2,135 Area A Pipe Storage SA 05-111 24hr PostDev.Area A.gpw Return Period: 2 Year Tuesday, Mar 21 2006, 3:57 PM Hydraflow Hydrographs by Intelisolve Hydrograph Plot Hydrahow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:57 PM Hyd. No. 1 Area A Hydrograph type = SCS Runoff Peak discharge = 1.57 cfs Storm frequency = 2 yrs Time interval = 3 min Drainage area = 2.130 ac Curve number = 85 Basin Slope = 0.5 % Hydraulic length = 510 ft Tc method = USER Time of conc. (Tc) = 18.00 min Total precip. = 1.80 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=5,199 cult Area A Q (cfs) Q (cfs) Hyd. No. 1 --2 Yr 2.00 2.00 1.00 1.00 0.00 0.00 0 3 5 8 10 13 15 18 20 23 25 • — Hyd No. 1 Time (hrs) /,9 Hydrograph Plot Hydraflow Hydrographs by Intellsolve Tuesday,Mar 21 2006,3:57 PM •Hyd. No. 2 Area A Pipe Storage Hydrograph type = Reservoir Peak discharge = 0.24 cfs Storm frequency = 2 yrs Time interval = 3 min Inflow hyd. No. = 1 Max. Elevation = 1025.07 ft Reservoir name = Area A Pipe Storage Max. Storage = 2,135 cuft Storage Indication method used. Hydrograph Volume=5,198 cult Area A Pipe Storage Q (mss) Hyd. No. 2 --2 Yr Q (cfs) 2.00 2.00 • 1 T 1.00 1.00 0.00 0.00 0 3 5 8 10 13 15 18 20 23 25 • — Hyd No. 2 — Hyd No. 1 Time (hrs) /�Y Pond Report Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,3:57 PM • Pond No. 1 - Area A Pipe Storage Pond Data Pipe dia. = 4.00 ft Pipe length = 150.0 ft No. Barrels = 2.0 Slope = 0.50 % Invert elev. = 1022.60 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 1022.60 00 0 0 0.24 1022.84 00 18 18 0.48 1023.06 00 49 67 0.71 1023.31 00 126 193 0.95 1023.55 00 181 374 1.19 1023.79 00 225 599 1.43 1024.03 00 253 852 1.66 1024.26 00 274 1,126 1.90 1024.50 00 288 1,414 2.14 1024.74 00 297 1,710 2.38 1024.98 00 301 2,011 2.61 1025.21 00 301 2,313 2.85 1025.45 00 297 2,610 3.09 1025.69 00 288 2,898 3.33 1025.93 00 273 3,171 3.56 1026.16 00 253 3,424 3.80 1026.40 00 224 3,649 4.04 1026.64 00 181 3,829 4.28 1026.88 00 126 3,955 4.51 1027.11 00 49 4,004 4.75 1027.35 00 18 4,022 Culvert/Orifice Structures Weir Structures • [A] [B] [C] [D] [A] [B] [C] [D] Rise(in) = 18.00 1.00 8.00 0.00 Crest Len(ft) = 9.42 0.00 0.00 0.00 Span(in) = 18.00 1.00 8.00 0.00 Crest EI.(ft) = 1027.40 0.00 0.00 0.00 No.Barrels = 1 4 4 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert El.(ft) = 1022.60 1022.60 1025.00 0.00 Weir Type = Riser - - -- Length(ft) = 5.00 0.50 0.50 0.00 Mufti-Stage = Yes No No No Slope(%) = 1.00 0.00 0.00 0.00 N-Value = .013 .013 .013 .000 Orif.Coeff. = 0.60 0.60 0.60 0.00 Multistage = n/a Yes Yes No ExIfiItration= 0.000 in/hr(Vliet area) Tailwater Elev.= 0.00 It Note:Culverf/06fice out to have been anal zed under inlet and oubat control. Elev(fl) Stage/ Discharge Elev(ft) 1028.00 1028.00 1027.00 1027.00 1026.00 1026.00 1025.00 1025.00 1024.00 1024.00 0023.00 1023.00 1022.00 1022.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 - Total O - Culy B /�j Discharge(cis) - WeirA Hydrograph Summary Report yd. Hydrograph peak Time Time to Volume Inflow Maximum Maximum Hydrograph o. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (ft) (cuft) 1 SCS Runoff 3.75 3 723 11,997 ---- --- -- Area A 2 Reservoir 3,42 3 729 11,996 1 1025.57 2,759 Area A Pipe Storage SA 05-111 24hr PostDev.Area A.gpw Return Period: 10 Year Tuesday, Mar 21 2006, 3:57 PM Hydraflow Hydrographs by Intelisolve Hydrograph Piot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,3:57 PM Hyd. No. 1 Area A Hydrograph type = SCS Runoff Peak discharge = 3.75 cfs Storm frequency = 10 yrs Time interval = 3 min Drainage area = 2.130 ac Curve number = 85 Basin Slope = 0.5 % Hydraulic length = 510 ft Tc method = USER Time of conc. (Tc) = 18.00 min Total precip. = 2.90 in Distribution = Type ii Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=11,997 cult Area A Q (cfs) Hyd. No. 1 -- 10 Yr Q (efs) 4.00 4.00 • 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 • 0 3 5 8 10 13 15 18 20 23 25 — Hyd No. 1 Time (hrs) 197 Hydrograph Plot Hydratlow Hydrographs by Intelisolve Tuesday,Mar 212006,3:57 PM GHyd. No. 2 Area A Pipe Storage Hydrograph type = Reservoir Peak discharge = 3.42 cfs Storm frequency = 10 yrs Time interval = 3 min Inflow hyd. No. = 1 Max. Elevation = 1025.57 ft Reservoir name = Area A Pipe Storage Max. Storage = 2,759 cuft Storage Indication method used. Hydrograph Volume=11,996 cult Area A Pipe Storage Q (Cfs) Hyd. No. 2 -- 10 Yr Q (Cfs) 4.00 4.00 • 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 • 0 3 5 8 10 13 15 18 20 23 25 28 — Hyd No. 2 — Hyd No. 1 Time (hrs) // p Pond Report Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,3:57 PM • Pond No. 1 - Area A Pipe Storage Pond Data Pipe dia. = 4.00 ft Pipe length = 150.0 ft No. Barrels = 2.0 Slope = 0.50 % Invert elev. = 1022.60 It Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuft) Total storage(cuft) 0.00 1022.60 00 0 0 0.24 1022.84 00 18 18 0.48 1023.08 00 49 67 0.71 1023.31 00 126 193 0.95 1023.55 00 181 374 1.19 1023.79 00 225 599 1.43 1024.03 00 253 852 1.66 1024.26 00 274 1,126 1.90 1024.50 00 288 1,414 2.14 1024.74 00 297 1,710 2.38 1024.98 00 301 2,011 2.61 1025.21 00 301 2,313 2.65 1025.45 00 297 2,610 3.09 1025.69 00 288 2,898 3.33 1025.93 00 273 3,171 3.56 1026.16 00 253 3,424 3.80 1026.40 00 224 3,649 4.04 1026.64 00 181 3,829 4.28 1026.88 00 126 3,955 4.51 1027.11 00 49 4,004 4.75 1027.35 00 18 4,022 Culvert/Orifice Structures Weir Structures [A] [B] [C] [Dl [A] [B] [C] [Dl • Rise(in) = 18.00 1.00 8.00 0.00 Crest Len(ft) = 9.42 0.00 0.00 0.00 Span(in) = 18.00 1.00 8.00 0.00 Crest EI.(ft) = 1027.40 0.00 0.00 0.00 No.Barrels = 1 4 4 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert EI.(ft) = 1022.60 1022.60 1025.00 0.00 Weir Type = Riser - - - Length(ft) = 5.00 0.50 0.50 0.00 Multistage = Yes No No No - Slope(%) = 1.00 0.00 0.00 0.00 N-Value = .013 .013 .013 .000 Orif.Coeff. = 0.60 0.60 0.60 0.00 Multistage = We Yes Yes No Exfiltration= 0.000 in/hr(Wet area) Tailwater Elev.= 0.00 ft Note;CulvenlOnfioe oublo have been analyed under inlet and outlet control. Elev(ft) Stage/ Discharge Elev(ft) 1028.00 1028.00 1027.00 1027.00 1026.001 G26.00 LI 1025.00 1025.00 1024.00 - 1024.00 0 023.00 1023.00 1022.00 1022.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 - Total O /�� Discharge(cfs) /- WeirA - Culy B Table of Contents SA 05-11124hr PostDev Pond B.gpw Hydraflow Hydrographs by Intelisolve ;;. �� Tuesday,Mar 21 2006,2:44 PM Hydrograph Return Period Recap .......................................................................... 1 2 - Year SummaryReport .................................................................................................................. 2 HydrographReports ............................................................................................................ 3 Hydrograph No. 1, SCS Runoff, Area B ............................................................................ 3 Hydrograph No. 2, Reservoir, Area B Pond 1 .................................................................... 4 PondReport ................................................................................................................. 5 10 - Year SummaryReport .................................................................................................................. 6 HydrographReports ............................................................................................................ 7 Hydrograph No. 1, SCS Runoff, Area B ............................................................................ 7 Hydrograph No. 2, Reservoir, Area B Pond 1 .................................................................... 8 PondReport ................................................................................................................. 9 • • Hydrograph Return Period Recap Hyd. Hydrograph Inflow Peak Outflow(cts) Hydrograph 0. type Hyd(s) description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 SCS Runoff ---- -- 1.53 -- ---- 3.58 ------ ----- ---- Area B 2 Reservoir 1 ------ 0.13 ----- --- 0.48 ----- ----- --- Area B Pond 1 �z / Proj. file: SA 05-111 24hr PostDev Pond B.gpw Tuesday, Mar 21 2006, 2:44 PM Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report 10 yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (fl) (cuft) 1 SCS Runoff 1.53 3 720 3,506 -- --- ---- Area B 2 Reservoir 0.13 3 765 3,494 1 1030.66 1,530 Area B Pond 1 SA 05-111 24hr PostDev Pond B.gpw Return Period: 2 Year Tuesday, Mar 21 2006, 2:44 PM Hydraflow Hydrographs by Intelisolve Hydrograph Piot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,2:44 PM Hyd, No. 1 Area B Hydrograph type = SCS Runoff Peak discharge = 1.53 cfs Storm frequency = 2 yrs Time interval = 3 min Drainage area = 1.580 ac Curve number = 85 Basin Slope = 0.5 % Hydraulic length = 490 ft Tc method = USER Time of conc. (Tc) = 9.00 min Total precip. = 1.80 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=3,506 cuft Area B Q (cfs) Q (cfs) Hyd. No. 1 --2 Yr 2.00 2.00 1.00 1.00 0.00 0.00 • 0 3 5 8 10 13 15 18 20 23 25 — Hyd No. 1 Time (hrs) Hydrograph Piot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,2:44 PM GHyd. No. 2 Area B Pond 1 Hydrograph type = Reservoir Peak discharge = 0.13 cfs Storm frequency = 2 yrs Time interval = 3 min Inflow hyd. No. = 1 Max. Elevation = 1030.66 ft Reservoir name = Area B Pond Max. Storage = 1,530 cuft Storage Indication method used. Hydrograph Volume=3,494 cult Area B Pond 1 Q (cfs) Q (cfs Hyd. No. 2 --2 Yr ) 2.00 2.00 • 1.00 1.00 0.00 0.00 0 3 6 9 12 15 18 21 24 27 30 33 — Hyd No. 2 -- Hyd No. 1 Time (hrs) Pond Report Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,2:44 PM • Pond No. 1 - Area B Pondl Pond Data Pond storage is based on known contour areas. Conic method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cuft) 0.00 1030.10 1,000 0 0 0.50 1030.60 4,000 1,167 1,167 1.00 1031.10 8,000 2,943 4,109 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [8] [C] [D] Rise(in) = 0.00 1.50 0.00 0.00 Crest Len(ft) = 2.00 0.00 0.00 0.00 Span(in) = 0.00 1.50 0.00 0.00 Crest EI.(ft) = 1030.90 0.00 0.00 0.00 No.Barrels = 0 3 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert EI.(ft) = 0.00 1030.10 0.00 0.00 Weir Type = Rect -- -- - Length(ft) = 0.00 0.50 0.00 0.00 Multistage = No No No No Slope(%) = 0.00 0.00 0.00 0.00 N•Value = .013 .013 .000 .000 Orif.Coeff. = 0.60 0,60 0.00 0.00 Multistage = n1a No No No Exfiltration= 0.000 in/hr(Contour) Tailwater Elev.= 0.00 ft Note:Culvert/Onlim outflows have been analyzed under inlet and o W et control. • Elev(ft) Stage/Discharge Elev(ft) 1032.00 1032.00 1031.80 1031.80 1031.60 1031.60 1031.40 - 1031.40 1031.20 1031.20 1031.00 1031.00 1030.80 1030.80 1030.80 1030.60 9030.40 141030.40 1030.20 1030.20 1030.00 1030.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0,70 0.80 0.90 1.00 - Total Q - CuN B -7 --Discharge(cfs) - Weir Gv� Hydrograph Summary Report yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (ft) (cult) 1 SCS Runoff 3.58 3 717 8,090 — ---- ---- Area B 2 Reservoir 0.48 3 738 8,079 1 1031.03 3,694 Area B Pond 1 SA 05-111 24hr PostDev Pond B.gpw Return Period: 10 Year Tuesday, Mar 21 2006, 2:44 PM Hydraflow Hydrographs by Intelisolve Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,2:44 PM Hyd. No. 1 Area B Hydrograph type = SCS Runoff Peak discharge = 3.58 cfs Storm frequency = 10 yrs Time interval = 3 min Drainage area = 1.580 ac Curve number = 85 Basin Slope = 0.5 % Hydraulic length = 490 ft Tc method = USER Time of conc. (Tc) = 9.00 min Total precip. = 2.90 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=8,090 cult Area B Q (cfs) Q (cfs) Hyd. No. 1 -- 10 Yr 4.00 4.00 • 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 • 0 3 5 8 10 13 15 18 20 23 25 — Hyd No. 1 Time (hrs) 7U 7 Hydrograph Piot HydraBow Hydrographs by Intelisolve Tuesday,Mar 21 2006,2:44 PM Wyd. No. 2 Area B Pond 1 Hydrograph type = Reservoir Peak discharge = 0.48 cfs Storm frequency = 10 yrs Time interval = 3 min Inflow hyd. No. = 1 Max. Elevation = 1031.03 ft Reservoir name = Area B Pond1 Max. Storage = 3,694 cuft Storage Indication method used. Hydrograph Volume=8,079 cuff Area B Pond 1 Q (cfs) Q (cfs) Hyd. No. 2 -- 10 Yr 4.00 4.00 • 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 3 6 9 12 15 18 21 24 27 30 33 — Hyd No. 2 — Hyd No. 1 Time (hrs) zv < Pond Report Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,2:44 PM • Pond No. 1 - Area B Pond1 Pond Data Pond storage is based on known contour areas. Conic method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cuR) 0.00 1030.10 1,000 0 0 0.50 1030.60 4,000 1,167 1,167 1.00 1031.10 8,000 2,943 4,109 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise(in) = 0.00 1.50 0.00 0.00 Crest Len(ft) = 2.00 0.00 0.00 0.00 Span(in) = 0.00 1.50 0.00 0.00 Crest El.(ft) = 1030.90 0.00 0.00 0.00 No.Barrels = 0 3 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert EI.(ft) = 0.00 1030.10 0.00 0.00 Weir Type = Rect - - -- Length(ft) = 0.00 0.50 0.00 0.00 Multistage = No No No No Slope(%) = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif.Coeff. = 0.60 0.60 0.00 0.00 Multi-Stage = his No No No Exfiltration= 0.000 in/hr(Contour) Tailwater Elev.= 0.00 ft Note:CulwnVOrficeoutlov have been analyzed under inletsnd outletcontrol. • Elev(ft) Stage/Discharge Elev(ft) 1032.00 1032.00 1031.80 1031.80 1031.60 1031.60 1031.40 1031.40 1031.20 1031.20 1031.00 __- - -' 1031.00 1030.80 1030.80 1030.60 1030.60 1030.40 1030.40 1030.20 1030.20 1030.00 1030.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 - Total Q - Culy B Discharge(cfs) - Weir v Table of Contents SA 05-11124hr PestDev Pond D_gpw Nydraflow Hydrographs by Intelisolve /w ` J� V C r„�, D'" Tuesday Mar 21 2006,2:50 PM Hydrograph Return Period Recap .......................................................................... 1 2 - Year SummaryReport .................................................................................................................. 2 HydrographReports ............................................................................................................ 3 Hydrograph No. 1, SCS Runoff, Area C + D ..................................................................... 3 Hydrograph No. 2, Reservoir, Pond 2 ................................................................................ 4 PondReport ................................................................................................................. 5 10 - Year SummaryReport .................................................................................................................. 6 HydrographReports ............................................................................................................ 7 Hydrograph No. 1, SCS Runoff, Area C + D ..................................................................... 7 Hydrograph No. 2, Reservoir, Pond 2 ................................................................................ 8 PondReport ................................................................................................................. 9 • • Z/ a Hydrograph Return Period Recap yd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph o. type Hyd(s) description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr I SCS Runoff --- -- 1.54 ----- --- 3.61 ----- ----- ----- Area C+D 2 Reservoir 1 --• 0.14 ----- ----- 0.50 --- ---- ----- Pond 2 Proj. file: SA 05-111 24hr PostDev Pond D..gpw Tuesday, Mar 21 2006, 2:50 PM Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report yd, Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph o. type flow interval peak hyd(s) elevation storage description (origin) (ch) (min) (min) (cuft) (ft) (cult) 1 SCS Runoff 1.54 3 720 3,528 -- ---- --- Area C+D 2 Reservoir 0.14 3 756 3,514 1 1030.66 1,495 Pond SA 05-111 24hr PostDev Pond D..gp Return Period: 2 Year Tuesday, Mar 21 2006, 2:50 PM Hydraflow Hydrographs by lntelisolve Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 212006,2:50 PM Hyd. No. 1 Area C + D Hydrograph type = SCS Runoff Peak discharge = 1.54 cfs Storm frequency = 2 yrs Time interval = 3 min Drainage area = 1.590 ac Curve number = 85 Basin Slope = 0.5 % Hydraulic length = 400 ft Tc method = USER Time of conc. (Tc) = 7.00 min Total precip. = 1.80 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=3,528 cuft Area C + D Q (cfs) f(cs Q Hyd. No. 1 --2 Yr ) 2.00 2.00 • 1.00 1.00 0.00 0.00 0 3 5 8 10 13 15 18 20 23 25 • — Hyd No. 1 Time (hrs) 21� Hydrograph Plot Hydrallow Hydrographs by Intelisolve Tuesday,Mar 21 2006,2:50 PM Hyd. No. 2 Pond 2 Hydrograph type = Reservoir Peak discharge = 0.14 cfs Storm frequency = 2 yrs Time interval = 3 min Inflow hyd. No. = 1 Max. Elevation = 1030.66 ft Reservoir name = Area C + D Pond 2 Max. Storage = 1,495 cuft Storage Indication method used. Hydrograph Volume=3,514 cult Pond 2 Q (Cfs) Hyd. No. 2 --2 Yr Q (cfs) 2.00 2.00 1.00 1.00 0.00 0.00 0 3 6 9 12 15 18 21 24 27 30 33 — Hyd No. 2 — Hyd No. 1 Time (hrs) Z/ Pond Report Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,2:50 PM • Pond No. 1 - Area C+ D Pond 2 Pond Data Pond storage is based on known contour areas. Conic method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cult) Total storage(cult) 0.00 1030.10 1,000 0 0 0.50 1030.60 4,000 1,167 1,167 1.00 1031.10 8,000 2,943 4,109 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise(in) = 0.00 2.00 0.00 0.00 Crest Len(ft) = 2.00 0.00 0.00 0.00 Span(in) = 0.00 2.00 0.00 0.00 Crest EI.(ft) = 1030.90 0.00 0.00 0.00 No.Barrels = 0 2 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert EL(ft) = 0.00 1030.10 0.00 0.00 Weir Type = Rect -- --- - Length(ff) = 0.00 0.50 0.00 0.00 Multistage = No No No No Slope(%) = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif.Coeff. = 0.60 0.60 0.00 0.00 Multistage = n/a No No No Extihration= 0.000 in/hr(Contour) Tailwater Elev.= 0.00 It Note:CulwrV00ce outflows have been analyzed under inlet and outlet eentrol. Elev(ft) Stage!Discharge Eley(ft) 1032.00 1032.00 1031.80 1031.80 1031.60 1031.60 1031.40 1031.40 1031.20 1031.20 1031.00 -_. - -- 1031.00 1030.80 I 1030.80 1030.60 1030.60 0 030.40 1030.40 1030.20 1030.20 1030.00 1030.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 - Total Q - Culy B -- Discharge(cfs) - Weir Hydrograph Summary Report yd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph lo, type flow interval peak hyd(s) elevation storage description (origin) lots) (min) (min) (cuff) (ft) (Cult) 1 SCS Runoff 3.61 3 717 8,141 ---- ---- --- Area C+D 2 Reservoir 0.50 3 738 8,128 1 1031.03 3,677 Pond e, SA 05-111 24hr PostDev Pond D..gp Return Period: 10 Year Tuesday, Mar 21 2006, 2:50 PM Hydraflow Hydrographs by Intelisolve Hydrograph Plot Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,2:50 PM Hyd. No. 1 Area C + D Hydrograph type = SCS Runoff Peak discharge = 3.61 cfs Storm frequency = 10 yrs Time interval = 3 min Drainage area = 1.590 ac Curve number = 85 Basin Slope = 0.5 % Hydraulic length = 400 ft Tc method = USER Time of conc. (Tc) = 7.00 min Total precip. = 2.90 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=8,141 cult Area C + D Q (cfs) Hyd. No. 1 -- 10 Yr Q (Cfs) 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 3 5 8 10 13 15 18 20 23 25 • — Hyd No. 1 Time (hrs) � � 7 Hydrograph Plot ' Hydraflow Hydrographs by Intelisolve Tuesday,Mar 21 2006,2:50 PM *Hyd. No. 2 Pond 2 Hydrograph type = Reservoir Peak discharge = 0.50 cfs Storm frequency = 10 yrs Time interval = 3 min Inflow hyd. No. = 1 Max. Elevation = 1031.03 ft Reservoir name = Area C + D Pond 2 Max. Storage = 3,677 cuft Storage Indication method used. Hydrograph Volume=8,128 cuft Pond 2 Q (cfs) Q (Cfs) Hyd. No. 2 -- 10 Yr 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 3 6 9 12 15 18 21 24 27 30 • — Hyd No. 2 — Hyd No. 1 Time (hrs) �f Pond Report Hydraflow Hydrographs by Intelisolve Tuesday, Mar 21 2006,2:50 PM • Pond No. 1 - Area C+ D Pond 2 Pond Data Pond storage is based on known contour areas. Conic method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) [nor.Storage(cuff) Total storage(cult) 0.00 1030.10 1,000 0 0 0.50 1030.60 4,000 1,167 1,167 1.00 1031.10 8,000 2,943 4,109 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise(in) = 0.00 2.00 0.00 0.00 Crest Len(ft) = 2.00 0.00 0.00 0.00 Span(in) = 0.00 2.00 0.00 0.00 Crest EL(ft) = 1030.90 0.00 0.00 0.00 No.Barrels = 0 2 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert El.(ft) = 0.00 1030.10 0.00 0.00 Weir Type = Rect -- - -- Length(ft) = 0.00 0.50 0.00 0.00 Multistage = No No No No Slope(%) = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif.Coeff. = 0.60 0.60 0.00 0.00 Multi-Stage = n/a No No No E>d•tltration= 0.000 Inthr(Contour) Tailwater Elev.= 0.00 It Note:Culvart(Olifice ouf.have been analyzed under inlet and outlet central. • Elev(ft) Stage/ Discharge Elev(ft) 1032.00 1032.00 1031.80 1031.80 1031.60 1031.60 1031.40 - 1031.40 1031.20 - 1031.20 1031.00 1031.00 1030.80 1 1030.80 1030.60 1030.60 •1030.40 1030.40 1030.20 1030.20 1030.00 1030.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 - Total O - Culy B Discharge(cfs) Weil-A /:;/ Trapezoidal Grass Channel - Area "A" From P2-P4: Total Qwq =0.34efs Worksheet for Trapezoidal Channel • Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coeffici 0.250 Channel Slope .005000 ft/ft Left Side Slope 2.00 H :V Right Side Slope 2.00 H:V Bottom Width 6.00 ft Discharge 0.34 cis Results Depth 0.30 It Flow Area 2.0 ft- Wetted Perim( 7.33 ft Top Width 7.19 ft Critical Depth 0.05 ft Critical Slope 2.602095 R/ft Velocity 0.17 fits Velocity Head 0.00 ft Specific Energ 0.30 ft Froude Numb( 0.06 • Flow Type Subcritical Project Engineer:Richard W.Hartley alsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/31/05 10:13:48 AM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Cross Section Cross Section for Trapezoidal Channel Project Description Worksheet Trapezoidal Channel-Area"A"Gra Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coeffid 0.250 Channel Slope .005000 ftM Depth 0.30 ft Left Side Slope 2.00 H:V Right Side Slope 2.00 H :V Bottom Width 6.00 R Discharge 0.34 cfs • 0.310 ft —L .00 ft— V:4.0L H:1 NTS • 2� Project Engineer:Richard W.Hartley a:tsa 05-111 area a.fm2 Academic Edition FlowMaster v7.0[7.0005] 05/31/05 10:14:15 AM ®Haostad Methods,Inc. 37 8rookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 V 'I • pp �{� ♦J ' .yam 6073. 02 pu• .�,. r , . T'' _ - w a ( t P = 2 (a+b) A = Baw o, _ Lo . r 1 • W ' w /P = 3. ON�x MEA(SS AIRO ' c L ICtiR!/? (bh ! —IF.— ES f x H EAII S 8-Tl%hEEN ¢_ $!,r}r r NA If'T10N f + S T9r1 8 O?E R 014 N Tr I 1 f c " C:SCYaRCi P^R FO' 0, �= (� i r P ra. ! ' L,, ..I»i•. ,t .�..1`� rIl,. r iSuk R E PE. O T C.i.�cA d ..4 .6 ' 'i•, vs err 1 r 2, •,. :3 9 a d 7 r3 h Lo � 9UREAU OF PUBLIC ROADS APAOfTY Or GRAi E INLET 1N SUtp 0 771 WASH D.C. :'!.ATERO`ID� ' • f CHART I-10160 a.e 1��bv � /,A _ Q 4 3 IGr 8 I IA / 0� 4 AB Ag 04 .8 AS 2 - �� a�2Zj ELEVATION SECTION i REV. i6TY OF SAN StEe® — DESjjrN 13UI SHT. OdO. NOMOGRAM—CAPACITY , CURB Z� INLET AT SAC 15 APR-18-2003 12 : 19 PM P_ 04 -[ FloGard+PLUSTM installed SPECIFIER CHART NOTES: 1.FloGard+PLUSTM Ager inerts shat be dn$Wod across • Model No. Curb Opening VCWIfI Storage Capacity Chan Flow Rale the entire width of curb opening.Stomp capacity and (K) (CU.FT.) (GPMICFa) dean flow rasa are based an fun width Installation. FGP-24CI 8.0'(24'1 .97 3381.75 2.fritter Insert shell be attached to aro catch b", will FGP- 0125' 30" wth stainless steel expansion anchor bob and washers ( ) 1.22 45017.00 (318'x 2-1/2'min.) FGP-38CI 9.0'(99') 1.59 58911.25 -94 -3.FIoGard+PLU$m Fitter insads eR designed with two FOP-42CI 9.5'(42y 1.8a 67511.60 amlwcour features.The'l~flltaring bypess helps FGP48CI 4,0'(Mr) 2.14 78&1.76 retain floafablee(1°amt larger)during low to moderate FGP-5C1 5.0'(80') 244 900/200 flows and the Integral 0100118 hap/energy disslpaor for FGP-GCI 7.0'M. 3.06 1.12W.51 the retention of flmoble,and collected sedimemt during high flow periods. F13P-701 7.0'(&t'1 3.66 1,3509,01 4.Filter aMmbly shall be constructed Nom Stainless steel FOP-BCI 5.0'(981 _ 4.211 1,15M.51 (Type 904). FGP-lc6 10.0'(120'1 4.88 1,800/4.01 S.Filter liner she%be corpmxred from durame poypioNene, FOP-12CI 12.0'(144"♦ 8 12 225215 02 woven,morrof lsmem,geokxtle. 8. FGP•14C1 14.0'(168°) 7.32 2,70018 02- Filter finer shall not allow for the reter ,lon of water between sone events. FOP-I9Cl my(I gin 8.56 S15W 02 7.F10G3d+PLUSTM Baer Inserts art supplied wth"dlp•lo' FGP-1901 18.0'(21in 9.48 3,4W7.78 ager medium pouches(FOSSIL FTOCKna)for the FGP•210I 21.0'(252") 10.96 4,050/9.02 collection and retention of Pareieum hydrocarbons FGP-gBCI 2alY(338•) 14.84S 400112 09 (oil and gnaw), "e.Installed finer inserts shall be maintained in accordance with the menuledurer'e mcammerdations. 9.Miter medium snap be Feself Race installed and 1. FFoGard+PLUBm fitter Insarts are avatable In standard Isngfhs of 24", maintained In accordance with manufacturer 30`,35",42'end 48.and may be installed In varove length combination$ recommended". (end to end)to tit length of noted catch beein. 2. Clean flow rates am OcalCUIWA&based on liner flow rate of 140 gallons Per minute per eaeare heal of materiel(a factor of.50 has been applied to allow for anticipated sediment and debris loading),An additional sataty FLOGARNPLUS" moor of between.25 and.50 may be eoPlied to allow or sae apacfio sediment g CATCH 13ASIN FILTER INSERT 9. 3to"I96 raga capacity mfiede maximum adds collection I><tM o impeding °Initiet'filtering bypass.The°uMlmate"high-flow bypass will not become impeded due to maximum Wide loading. (CURB OPENING STYLE) • SHEET IOF2 STORM DRAIN FILTERS 858.509.9592 �z RPR-18-2003 12 :20 PM P. 06 • ��C1��' ZUJC2vin (so (o(a Yl Yl SPECIFIER CHART Madel No- Cetoh Basin size Gram mmettswn StansOs Capadly Cisafl Flow Rete • 00) (OD) (Cu.FT.) (QPMICFS) FOP-1822F 20'X24" M422' 1.75 516/1,14 FOP-1824F18"9 22" 20St 24" 1.76 5101.14 FOP-1836F in 28" 18"X 40" 2.72 70711,$8 POP-21F 22"X 22" 24"X 24" 2.83 646/1.44 FQP-2142F 2t"a 42" M 42- 5.25 1,050x2.34 FOP-24F 24'X 24" 20"X 26" 2.63 84x/1.44 FOP-28F WX 28" 30-x 90" 2.83 845/1.44 FOP-2438F 24'k 36" 24"X 417 4.08 8402.08 MP-2446F 24'k 46° 2871 47- 5.26 1,22012.88 FOP-244BP 24'k 48' 26'h 48" 8.26 1280/2.86 gFQP3� silk 36" aft 34" 4.20 888/1.87 vPzw 38"X.36' 385140° SR4 1.41413.16 FOP-MSF SIM 48" �/X48" 816 3.7104.16 t NOTES: 1.84calla capWiN reflects mexlmum sdl&Wk,§on Prior to Impeding 9m6ar 6hermg bna a.Mm"M WW'tosding will 1101'hnpeda v16meAo•hlgh4ldw bypass. 2.Clean bow ram In the gfledng flow rate,wlthoW allowance for mlleotng aedlmard and decals(Mmalolmd app1y61g/actor of x.75 te X50 to dawn bow rem to allow forsedhnem mid tlabda). 3.For ohaiav systems or catch basins with lase than 225122•IDS FLOGARD+PLUS" F�LU ffiter m filreran"' CATCH BASIN FILTER INSERT 4 FloGeroaPLl18^r filter inserts are evelleWe m the stendaM ages (ase above)or In cosmm arses.Call for details on custom slzs irhaens. (FRAME MOUNT) 6.FloOetdn and ProostdaPLUS^ filter Mserfa should be used In FLAT GRATED INLET conjunction vAth a regWar malmenpnce program.Raw to • manutgotuMm ro0omm6nded malntenanc,e programs. SHEET i OF 2 STORM DRAIN FILTERS 858.509,9582 V.S.PATENT PENDING X17 • Calculation for FloGard+Plus Catch Basin Filter Inserts Location of Catch Basin/Curb Inlet Qwq (cfs) Insert Calculation Based on FlowGard+plus Area "A" Node P4, Qwq=0.34cfs Use 0.5 flow factor 36"x 48" Catch Basin Allowable Flow Rate = 4.18cfs(5)=2.09cfsa034cfs Area "B" Node Y3 Qwq=0.27cfs Use 0.5 flow factor 36'x48"Catch Basin Allowable Flow Rate = 4.18cfs(.5)=2.09cfs2:0.1527cfs Area "C" + "D" Node X3 Qwq=0.27cfs Use 0.5 flow factor 36"x 48" Catch Basin Allowable Flow Rate = 4.18(.5)=2.09cfsa0.27cis Area "A5" Node P5 Qwq=0.03 Use 0.5 flow factor 3' Long Curb Inlet Allowable Flow Rate = 1.25cfs(.5)=0.625cfs2:0.03c% Note: Values shown for FlowGard are Clean flow rates i.e. amount of flow that filter can treat • • Volume Based BMPs General The largest concentrations of pollutants are found in runoff from small volume storms and from the first flush of larger storms. Therefore, volume based BMPs should be sized to capture and treat the initial and more frequent runoff surges that convey the greatest concentration of pollutants. To maximize treatment and avoid health hazards, volume-based BMPs must retain and release the runoff between a 24 and 72 hour period. This handbook typically recommends a draw down time of 48 hours, as recommended by the California BMP Handbook. The drawdown time refers to the minimum amount of time the design volume must be retained. In order to meet RWQCB requirements, the method for determining the design volume is based on capturing 85 percent of the total annual runoff. These 85 percent capture values were determined throughout Riverside County using rain gages with the greatest periods of record. Key model assumptions are based on studies used in the Urban Runoff Quality Management WEF Manual of Practice No. 23/ASCE Manual of Practice No 87 (1998) and the Califomia Best Management Practice Handbook. This handbook gives a simple procedure for determining the design volume of a BMP based on the location of the project. • BMP Desion Volume Calculations Following is a step-by-step procedure for determining design volume for BMPs using Worksheet 1. Examples of the following procedure can be found in Appendix B. 1. Create Unit Storage Volume Graph: a) Locate the project site on the Slope of the Design Volume Curve contained in Appendix A. b) Read the slope value at this location. This value is the Unit Storage Volume for a runoff coefficient of 1.0. c) Plot this value as a point (corresponding to a coefficient of 1.0) on the Unit Storage Volume Graph shown on Figure 2. d) Draw a straight line from this point to the origin, to create the graph. 2. Determine the runoff coefficient (C) from Figure 1 or the following relationship: C = .858i3 - .78i2 + .774i + .04 where i = impervious percentage • 4 #< r 1 _ _ y r# URti/J lj rry RGWR5W> F4W� lR3W�}'- .{'XRZW yav�,x ({',�� y ,r. RK, R5E RTE 48l':: ` Ks,:ti cjr1R i`lC ly# df .,3 "7Ir tir't 4�3.rl?t� t:. 1 f hI_'�+_r.._I r,:91E�'ir'i"' l I r qr r Sir .•'2 r I;L..,-^b I ' rL rs 't f r (:. I 1 i 1.1 k ;v..'rYF'.jf +,,�' I f1T'e�.+ >• A� �4 --�. ^"'f'T�'e.h a h: n. 'F` C t-S#"�' hS�.`�+sr .+.,�-I +�l 4:t�i ., 07, Ia TC a�r"�m��}dn:�, ��'�' }�^�`5��;�� f�G> ��t• >uF(+��vc.fx„h '?�ra a >•Y{R �+3 � S d:2..1�c w s � ' I I i l` �L��'��fh4. G K'4 T'.?. A` �<l• � 3a k F3 1.�'�r "'T� tk M ;ham 4Y v`.a N"�+£ M1^Y'Y\ l !A'.# :i � ��`• r Z 1 'Sl' i— �Sv�✓a+> sficj`7' r + t y. r ' T+3��."'t.� �' u, �x;'C'F yr'�ar �, v �, q€ ` A-�f.€ )r�. t� -,a^-y r �q.. +3�ar iL .t � rrMf ;zi'°;, v r s r p- wrelubfiorth 1 Fl c in-N + '?-- r ry.`ia 'tA r orf x _ /f S K t F �ar.s `.i 5� ,. I •S:d elLjtfBt r k2 �>FxTi° > yti'r^� Bann rg 6artch.. t-a rye k+ 1t f2S � �t.'serl Hot$prrla5 Eaal . I all-AN r4aa� A 1� f'''+y� � y �i i3 Jj-� - �.--%,- }r `Er -sy�-e^).s res y . _• s her ! 3 „ti r� 'a ! 7 os F rh,`' # I , � 771 - d�."�. � y'A# • -�A,ISI�+ �"ti � �� ``.� �a.� 8F� - ° uM � iS. K' i �fX R W 5l� " x ., z L, 1xY l,, - •� 'R rY r e /,1 �!' 1 ,( CaBuid 1(rv\ 'I M..;rxti �� l�.+G�r n 7� r, 'S: Y£g`3YJ�nchxiferi`.;L 4r' r .5 ' .rs 1 20 t� ,yz yes.l';rt �' .S'1 r •,lr SFr ► "� ;; n ?V f ,i 0o r t f > � All J4,Y':f��.o�ii /'��;,• �d'k��4'� s 'V� �'n ' •-Ii,YS �^w.z � �_:ir � a 3 ,1�� I a _Yr F F 'k}<:. ,�"a • 1 A / _ t "b' .t i �.Y�. •1�-E �� .S#i�`a-�-� I<w '� ?"' �+�' ' S'10��5�}.r� �F�. � t eA'vy+/3�y 1_t01 'A c e f�9"i p'•i 1 19� � f u��n �� t '1 ( � ti f -'1 � Y��. . £Ws 'rR 4'^' ? '�`f` as -� y +y»' n .a &r & ✓ 2:-_ I f _ r4 fyr¢t r is ice.. T$# :b P ` •#,�' lal r.m st s � �'( •k}"ur " /= e, vba a +-..-_,r.F+s' ✓ es n.d 't' ii*' /r- t e .-r'f It t Y • �u n{mfv a F°� lu 1" r(`a..la.... L z iN— (.:'J- o{� 1753 aa" 3 °n� r h"J 6 ,,.Y+� 3`x „rx. a.. V tt _ d7u s x5'a E aia 2 6 jl �,ryt r s 4a (' & .1 `S`S .li tOTcSy:'.- b _/,nn OSS '. t -• NTS . ,Rem (iagu t.xaL (rS jr MOM ' R ww �'jRSW { #twG Rsw /tea % r� ` _ ! _ Slope of the Design Volume Curve • 3. Using the runoff coefficient found in step 2, determine 85th percentile unit storage volume (V„) using Figure 2 (created in step 1). 4. Determine the design storage volume (Vsmp). This is the volume to be used in the design of selected BMPs presented in this handbook. 1.00 0.90 - 0.80 -i - 0.70 .900.80 0.70 a ---- - 0.60�-� - - -- 0 0.50 I- ---- o,h"✓--- 0.40 -- -- -------- -- - --_ - 0 0.301 - -__ 0.20 - - -- --- 0.10 - - ---- - -- 0.00 ._. F� _ 0% 10 20 30 40 50 60 70 80 90 100 %Im pervious Figure 1. Impervious—Coefficient Curve (WEF/ASCE Method) Imperviousness is the decimal fraction of the total catchment covered by the sum of roads,parking lots, sidewalks,rooftops,and other impermeable surfaces of an urban landscape. Z� 5 2 Plot Slope Value from Appendix A here--, 1.9 1.7 1.6 1.4 1.3 c 1.2 QQ CD 0.9 0.8 - -- m C 0.6 0.5 0.4 0.3 0.2 0.10 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Runoff Coefficient(C) Figure 2 Unit Storage Volume Graph • r Worksheet 1 Design Procedure for BMP Design Volume 85th percentile runoff event Designer:, ,� :� Company: Date: Project: Location: r� C 1. Create Unit Storage Volume Graph a. Site location(Township, Range,and T -7 S &R 'b-AJ Section). Section 9c o (1) b. Slope value from the Design Volume mCa Me �lcd Curve in Appendix A. Slope (2) c. Plot this value on the Unit Storage Volume Graph shown on Figure 2. d. Draw a straight line form this point to Is this graph the origin,to create the graph attached? Yes No El . 2. Determine Runoff Coefficient a. Determine total impervious area ,4i, p„„w„a= ( , 1 acres (5) b. Determine total tributary area A4.W_ `, 5� acres (6) c. Determine Impervious fraction 1=(5)f(6) i=__0,1Gj (7) d. Use(7)in Fiure 1 to find Runoff OR C=.858i -.78?+ .774i+ ,04 C=_ C)O q. (8) 3. Determine 85%Unit Storage Volume a- Use(8)in Figure 2 Draw a Vertical line from (8) to the graph, then a Horizontal line to the in-acre desired V value. V„ = O,to�j acre (9) 4. Determine Design Storage Volume a.Vamp=(9)x(6) [n-acres] VBMP= L 0 3 in-acre (10) b. VBMP=(10)112 [ft-acres] Vamp=- O. O�0 ft-acre (11) c. Vsmp=(11)x 43560 [ft) VBMP= "J 1 V`J ft3 (12) Notes: 7 3. Using the runoff coefficient found in step 2, determine 85"' percentile unit storage volume (Vu) using Figure 2 (created in step 1). 4. Determine the design storage volume (VBmp). This is the volume to be used in the design of selected BMPs presented in this handbook. 1.00 - - - 0.90 �- --- ---- . --- i = 0.80 .. . ---- - ----- 0.60 - -- --- o 0.50 -- ----- 0.40 - 0 .40° 0.30 +--- 0.20 -0.20 �- -- 0.00 0% 10 20 30 40 50 60 70 80 90 100 %im pervious Figure 1. Impervious-Coefficient Curve (WEF/ASCE Method) '\I • Imperviousness is the decimal fraction of the total catchment covered by the sum of mads,parking lots, sidewalks,rooftops,and other impermeable surfaces of an urban landscape. 5 — Plot Slope Value from Appendix A here 2 _ y 1.7 1.6 -- ----------------- 1.5 -- -------------------------------- 1.4 - --- ------------------ -- ------.- -.--_ 1.3 - - C) 0.9 - -- -/ - -----� 0.8 m - --- 2 oa ---- 0.6 _ 0.5 0.4 - —- - 0.3 — ---- -- --- 0.2 0.1 ---- -- -- - .. __. -- --- a, 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Runoff Coefficient(C) Figure 2 Unit Storage Volume Graph • Worksheet 7 Design Procedure for BMP Design Volume 85'h percentile runoff event Designer: \ , Company: �� - °�: �"% e_. ',u� 4 Date: .,a. ,. Project: Location: " y 1. Create Unit Storage Volume Graph a. Site location(Township, Range, and T `7-S 8R a � Section). Section �3�-« (1) b. Slope value from the Design Volume °`- "•� w Curve in Appendix A. . Slope= \ (2) c. Plot this value on the Unit Storage Volume Graph shown on Figure 2. d. Draw a straight line form this point to Is this graph the origin,to create the graph attached? Yes No❑ • 2. Determine Runoff Coefficient ,J -- a. Determine total impervious area A�m� ro�= 1 \�� acres (5) b. Determine total tributary area At.,,= V. ' acres (6) c. Determine Impervious fraction i=(5)/(6) i (7) d. Use(7)in Figure 1 to find Runoff f OR C= .8581 -.78i2+ .774i+ ,04 C (8) 3. Determine 85% Unit Storage Volume a• Use(8)in Figure 2 Draw a Vertical line from (8) to the graph, then a Horizontal line to the in-acre desired V value. V = Q.rr (� acre (9) Vu 4. Determine Design Storage Volume a. VBMP=(9)x(6) [in-acres] VeMP= in-acre (10) b.Vsmp= (10)l 12 [ft-acres] VBMP= 0. \1$ ft-acre (11) C- VBMP=(11)x 43560 [fts] VeMP= ] aL ft3 (12) Notes: • 7 • Table V3.1 Water Quality Treatment Volume, below gives the design procedure and size for each Sand Filter. The design is based the procedure for TC-40(see Attachment"F") WATER QUALITY TREATMENT VOLUME Design for San Filters Unit Permeabilit Maximu Area Area Basin VBMP Depth y Hydraulic m Minimum Desig. (Ac's) Volume Coefficient Retention head Filter Bed Node Time Area ID in-ac/ac c.f. d(ft) k (HRT) h ft (s-f.) B Y3 1.58 0.91 5162 3.0 3.5 3 0 491 C+D X3 1.59 0.65 3739 3.0 3.5 3 0 356 VBMP see work sheets Filter Bed Area-Af=Vwq(d)/K(BRT)(h+d) • Area Af Width Required Provided Length Desi s (ft) ft L(ft) B 491 3 164 164 C+D 356 3 118 120 • Water Quality Management Plan (WQMP) Industrial Condominums of Temecula 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 • 01/04/06 • RECORDING REQUESTED BY: ) WHEN RECORDED MAIL TO: ) Luce, Forward, Hamilton & Scripps LLP ) 600 West Broadway, Suite 2600 ) San Diego, CA 92101 ) Attn: Lynn Borkenhagen, Esq. ) Above Space for Recorder's Use [NOT CONVERTED] DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF INDUSTRIAL CONDOMINIUMS OF TEMECULA • 648147 01/SD Industrial Condominiums oC'Pcm�eula 88888-721/5-19-06/lubhch CC&Rs • ARTICLE 1 RECITALS...............................................................................................................1 1.1 PROPERTY OWNED BY DECLARANT .............................................................1 1.2 NATURE OF PROJECT .........................................................................................1 1.3 DESCRIPTION OF PROJECT................................................................................1 ARTICLE 2 DEFINITIONS.........................................................................................................2 2.1 ADDITIONAL CHARGES.....................................................................................2 2.2 ALLOCABLE SHARE............................................................................................2 2.3 ALTERATION........................................................................................................2 2.4 ARCHITECTURAL GUIDELINES .......................................................................2 2.5 ARTICLES ..............................................................................................................2 2.6 ASSIGNED PARKING SPACES ...........................................................................2 2.7 ASSOCIATION.......................................................................................................3 2.8 ASSOCIATION PROPERTY .................................................................................3 2.9 BOARD....................................................................................................................3 2.10 BUILDING ..............................................................................................................3 2.11 BUILDING ENVELOPE.........................................................................................3 2.12 BYLAWS.................................................................................................................3 2.13 CAPITAL IMPROVEMENT ASSESSMENTS......................................................3 2.14 CITY ........................................................................................................................3 2.15 COMMON AREA...................................................................................................3 2.16 COMMON EXPENSES ..........................................................................................3 • 2.17 CONDOMINIUM....................................................................................................4 2.18 CONDOMINIUM PLAN ........................................................................................4 2.19 COUNTY.................................................................................................................4 2.20 DECLARANT .........................................................................................................4 2.21 DECLARATION.....................................................................................................5 2.22 DIVIDING WALLS ................................................................................................5 2.23 ENFORCEMENT ASSESSMENTS .......................................................................5 2.24 ENVIRONMENTAL LAWS...................................................................................5 2.25 FINAL MAP............................................................................................................5 2.26 GOVERNING DOCUMENTS................................................................................5 2.27 HAZARDOUS MATERIALS.................................................................................5 2.28 IMPROVEMENTS..................................................................................................6 2.29 INVITEE..................................................................................................................6 2.30 LEASE.....................................................................................................................6 2.31 MASTER BOARD ..................................................................................................6 2.32 MASTER ASSOCIATION......................................................................................6 2.33 MASTER ASSOCIATION MAINTENANCE AREAS .........................................6 2.34 MASTER DECLARATION....................................................................................6 2.35 MEMBER................................................................................................................6 2.36 MORTGAGE...........................................................................................................6 2.37 MORTGAGEE ........................................................................................................6 2.38 NOTICE AND HEARING ......................................................................................6 • 2.39 OWNER...................................................................................................................7 2.40 PERSON OR PERSONS.........................................................................................7 648247.01/SD Industria I Condominiums of Temecula 88888-721/5-19-06/lib/rch CC&Rs TABLE OF CONTENTS Page • 2.41 POTENTIAL UNIT AREAS...................................................................................7 2.42 PROJECT.................................................................................................................7 2.43 PROPERTY.............................................................................................................7 2.44 REGULAR ASSESSMENTS..................................................................................7 2.45 RULES AND REGULATIONS ..............................................................................7 2.46 SHEAR WALL........................................................................................................7 2.47 SIGNAGE................................................................................................................7 2.48 SPECIAL ASSESSMENTS ....................................................................................7 2.49 SQUARE FOOTAGE..............................................................................................7 2.50 SUPPLEMENTARY CONDOMINIUM PLAN.....................................................7 2.51 SUPPLEMENTARY DECLARATION..................................................................8 2.52 UNIT........................................................................................................................8 2.53 UTILITY FACILITIES ...........................................................................................8 2.54 VOTING POWER ...................................................................................................8 ARTICLE 3 OWNERSHIP AND EASEMENTS ........................................................................8 3.1 OWNERSHIP OF CONDOMINIUM .....................................................................8 3.2 POTENTIAL UNIT AREAS...................................................................................9 3.3 NO SEPARATE CONVEYANCE..........................................................................9 3.4 DELEGATION OF USE .......................................................................................10 3.5 PARTITION ..........................................................................................................10 3.6 EASEMENTS........................................................................................................10 3.7 JOINED UNITS.....................................................................................................12 • 3.8 PARKING..............................................................................................................12 ARTICLE 4 THE ASSOCIATION ............................................................................................13 4.1 THE ORGANIZATION ........................................................................................13 4.2 ASSOCIATION ACTION; BOARD OF DIRECTORS AND OFFICERS; MEMBERS' APPROVAL.....................................................................................13 4.3 POWERS OF THE ASSOCIATION.....................................................................13 4.4 DUTIES OF THE ASSOCIATION.......................................................................15 4.5 NO PERSONAL LIABILITY; INDEMNIFICATION OF BOARD MEMBER..............................................................................................................16 ARTICLE 5 MEMBERSHIP AND VOTING RIGHTS IN ASSOCIATION ...........................17 5.1 MEMBERSHIP......................................................................................................17 5.2 NUMBER OF VOTES ..........................................................................................18 ARTICLE ASSESSMENTS....................................................................................................19 6.1 CREATION OF LIEN AND PERSONAL OBLIGATION FOR ASSESSMENTS....................................................................................................19 6.2 PURPOSE OF ASSESSMENTS ...........................................................................19 6.3 REGULAR ASSESSMENTS................................................................................19 6.4 SPECIAL ASSESSMENTS ..................................................................................20 6.5 CAPITAL IMPROVEMENT ASSESSMENT......................................................20 • 6.6 RECONSTRUCTION ASSESSMENTS...............................................................20 6.7 ENFORCEMENT ASSESSMENTS .....................................................................20 648247D VSD Induslnal Condominiums of Temecula 88888-721/5-19-0b/labhch CC&Rs TABLE OF CONTENTS Page • 6.8 LIMITATION ON ASSESSMENTS ....................................................................21 6.9 ALLOCATION OF ASSESSMENTS TO CONDOMINIUMS ...........................21 6.10 DATE OF COMMENCEMENT OF REGULAR ASSESSMENTS; DUE DATES...................................................................................................................21 6.11 NOTICE AND ASSESSMENT INSTALLMENT DUE DATES.........................21 6.12 COLLECTION OF ASSESSMENTS, LIENS. .....................................................21 6.13 SUBORDINATION OF LIEN TO MORTGAGES ..............................................24 6.14 NO OFFSETS ........................................................................................................24 6.15 PERSONAL LIABILITY OF OWNER ................................................................24 6.16 TRANSFER OF PROPERTY................................................................................24 6.17 FAILURE TO FIX ASSESSMENTS....................................................................24 6.18 PROPERTY EXEMPT FROM ASSESSMENTS.................................................25 6.19 RESERVE FUND..................................................................................................25 6.20 INSPECTION OF BOOKS AND RECORDS ......................................................25 6.21 INITIAL CAPITAL CONTRIBUTION................................................................25 ARTICLE 7 USE RESTRICTIONS...........................................................................................25 7.1 RESTRICTIONS OF MASTER DECLARATION...............................................25 7.2 PROHIBITED USES.............................................................................................25 7.3 RENTAL OF CONDOMINIUMS.........................................................................25 7.4 SIGNS....................................................................................................................26 7.5 INSIDE AND OUTSIDE INSTALLATIONS ......................................................26 7.6 NO MECHANICS' LIENS....................................................................................26 7.7 OUTSIDE STORAGE...........................................................................................26 7.8 EXTERIOR LIGHTING........................................................................................26 7.9 DRAINAGE...........................................................................................................27 7.10 ANTENNAE AND SATELLITE DISHES...........................................................27 7.11 PARKING SPACES..............................................................................................27 7.12 OFFENSIVE CONDUCT; NUISANCES .............................................................28 7.13 TOXIC OR NOXIOUS MATTER ........................................................................28 7.14 AIR POLLUTION .,...............................................................................................28 7.15 ENVIRONMENTAL MATTERS .........................................................................28 7.16 STRUCTURAL ALTERATIONS.........................................................................29 7.17 COMPLIANCE WITH LAWS, ETC....................................................................29 7.18 TRASH DISPOSAL ..............................................................................................29 7.19 INDEMNIFICATION............................................................................................29 7.20 COMPLIANCE WITH REQUIREMENTS REGARDING PROJECT STORM WATER POLLUTION...........................................................................30 ARTICLE 8 IMPROVEMENTS ................................................................................................31 8.1 MAINTENANCE OBLIGATIONS OF OWNERS. .............................................31 8.2 DIVIDING WALLS ..............................................................................................31 8.3 FAILURE TO MAINTAIN...................................................................................31 8.4 MAINTENANCE OBLIGATIONS OF ASSOCIATION.....................................32 8.5 FUTURE CONSTRUCTION................................................................................32 . 8.6 WATER METERS.................................................................................................32 648247.01/SD Imlaw al Condmniniums of Temecula 88888-721/5-19-06/Isb/mh CC&Rs TABLE OF CONTENTS Page . ARTICLE 9 ARCHITECTURAL REVIEW..............................................................................33 9.1 SCOPE...................................................................................................................33 9.2 MASTER ARCHITECTURAL APPROVAL.......................................................34 9.3 ARCHITECTURAL GUIDELINES .....................................................................34 9.4 DUTIES AND POWERS OF BOARD FOR ARCHITECTURAL REVIEW................................................................................................................34 9.5 INSPECTION AND CORRECTION OF WORK.................................................35 9.6 GOVERNMENT REGULATIONS.......................................................................36 9.7 DILIGENCE IN CONSTRUCTION.....................................................................36 9.8 FEE FOR REVIEW...............................................................................................36 9.9 COMPENSATION ................................................................................................36 9.10 INTERPRETATION AND APPEAL....................................................................37 9.11 WAIVER................................................................................................................37 9.12 ESTOPPEL CERTIFICATE..................................................................................37 9.13 LIABILITY............................................................................................................37 9.14 NON-APPLICABILITY TO DECLARANT ........................................................37 9.15 GOVERNMENT REQUIREMENTS....................................................................37 9.16 AMENDMENTS ...................................................................................................37 9.17 VARIANCES.........................................................................................................38 ARTICLE 10 DEVELOPMENT RIGHTS...................................................................................38 10.1 LIMITATIONS OF RESTRICTIONS ..................................................................38 10.2 ACCESS ................................................................................................................38 10.3 RIGHTS TO COMPLETE CONSTRUCTION.....................................................38 10.4 SIZE AND APPEARANCE OF PROJECT..........................................................39 10.5 MARKETING RIGHTS ........................................................................................39 10.6 TITLE RIGHTS.....................................................................................................39 10.7 AMENDMENT......................................................................................................40 10.8 POWER OF ATTORNEY.....................................................................................40 10.9 SUPPLEMENTARY DECLARATION AND SUPPLEMENTARY CONDOMINIUM PLANS....................................................................................40 ARTICLE11 INSURANCE.........................................................................................................40 11.1 LIABILITY INSURANCE....................................................................................40 11.2 PROPERTY INSURANCE...................................................................................40 11.3 INDIVIDUAL INSURANCE................................................................................42 11.4 FIDELITY BOND .................................................................................................42 11.5 WORKER'S COMPENSATION INSURANCE ..................................................42 11.6 OFFICERS AND DIRECTORS OMISSIONS INSURANCE .............................42 11.7 OTHER INSURANCE..........................................................................................43 11.8 COPIES OF POLICIES .........................................................................................43 11.9 REVIEW OF INSURANCE..................................................................................43 11.10 BOARD'S AUTHORITY TO REVISE INSURANCE COVERAGE..................43 11.11 TRUSTEE..............................................................................................................43 11.12 ADJUSTMENT OF LOSSES................................................................................43 11.13 DISTRIBUTION TO MORTGAGEES.................................................................44 64V47.01/SDIndus'hial Condominiums of // TemecWa 88888-721/5-19-06/Iabhch \f V) CC&Rs TABLE OF CONTENTS Page ARTICLE 12 DESTRUCTION OF IMPROVEMENTS AND CONDEMNATION..................44 12.1 RESTORATION DEFINED..................................................................................44 12.2 INSURED CASUALTY........................................................................................44 12.3 RESTORATION PROCEEDS. .............................................................................44 12.4 REBUILDING CONTRACT.................................................................................46 12.5 INSURANCE TRUSTEE......................................................................................46 12.6 AUTHORITY TO EFFECT CHANGES...............................................................46 12.7 MINOR REPAIR AND RECONSTRUCTION ....................................................47 12.8 DAMAGE OR DESTRUCTION TO A UNIT......................................................47 12.9 CONDEMNATION OF COMMON AREA/ASSOCIATION PROPERTY........47 12.10 CONDEMNATION OF A UNIT ..........................................................................48 ARTICLE 13 PARTITION AND SEVERABILITY OF INTERESTS .......................................48 13.1 SUSPENSION .......................................................................................................48 ARTICLE 14 RIGHTS OF MORTGAGEES...............................................................................48 14.1 MORTGAGEE'S OPPORTUNITY TO CURE....................................................48 14.2 APPLICATION OF CHARGES TO MORTGAGEES.........................................49 14.3 LIMITATION OF ENFORCEMENT AGAINST MORTGAGEE,......................49 14.4 DAMAGE OR DESTRUCTION...........................................................................49 14.5 INSURANCE AND CONDEMNATION PROCEEDS........................................49 ARTICLE15 AMENDMENTS....................................................................................................49 • 15.1 AMENDMENT BEFORE THE CLOSE OF FIRST SALE..................................49 15.2 AMENDMENTS AFTER THE CLOSE OF FIRST SALE..................................50 15.3 CONTROLLING PROVISIONS...........................................................................50 ARTICLE 16 ENFORCEMENT..................................................................................................50 16.1 TERM ....................................................................................................................50 16.2 ENFORCEMENT AND NONWAIVER...............................................................50 16.3 NOTICE OF ACTIONS AGAINST DECLARANT.............................................51 16.4 ALTERNATIVE DISPUTE RESOLUTION........................................................51 ARTICLE 17 GENERAL PROVISIONS.....................................................................................56 17.1 HEADINGS...........................................................................................................56 17.2 SEVERABILITY...................................................................................................56 17.3 CUMULATIVE REMEDIES................................................................................56 17.4 VIOLATIONS AS NUISANCE............................................................................56 17.5 NO RACIAL RESTRICTION...............................................................................56 17.6 ACCESS TO BOOKS............................................................................................57 17.7 LIBERAL CONSTRUCTION...............................................................................57 17.8 ESTOPPEL CERTIFICATE..................................................................................57 17.9 NOTIFICATION OF SALE OF CONDOMINIUM .............................................57 17.10 NUMBER, GENDER............................................................................................57 17.11 EXHIBITS .............................................................................................................57 • 17.12 BINDING EFFECT...............................................................................................58 17.13 EASEMENTS RESERVED AND GRANTED.....................................................58 648247.01/SD Industrial Condmniniums of Temecula 88888-721/5-19 06/Iab/rch (V) CC&R,a • DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF INDUSTRIAL CONDOMINIUMS OF TEMECULA This DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF INDUSTRIAL CONDOMINIUMS OF TEMECULA (`Declaration') is made this day of by INDUSTRIAL CONDOMINIUMS OF TEMECULA, LLC, a California limited liability company (`Declarant") with reference to the facts set forth in the Article hereof entitled "Recitals." ARTICLE 1 RECITALS 1.1 PROPERTY OWNED BY DECLARANT Declarant is the owner in fee simple of that certain real property situated in the City of Temecula, County of Riverside, State of California, more particularly described on Exhibit "A" attached hereto and incorporated herein (`Property"). 1.2 NATURE OF PROJECT Declarant intends to establish a plan of condominium ownership and to develop the Property as a condominium project within the meaning of California Civil Code Section 1351(f) and to subject the Property to certain limitations, restrictions, conditions and covenants as hereinafter set forth, in accordance with the provisions of California Civil Code Sections 1350 et seq., or any successor statutes or laws. To that objective, Declarant desires and intends to impose on the Property certain mutually beneficial restrictions, limitations, easements, assessments and liens under a comprehensive plan of improvement and development for the benefit of all of the Owners, the Condominiums, Common Area (as defined below) and Association Property (as defined below) and the future Owners of said Condominiums, Common Area and Association Property. 1.3 DESCRIPTION OF PROJECT Declarant intends to develop an industrial development on the Property. If developed as planned, the Project (as hereafter defined) may consist of a maximum of 29 condominiums ��lease verify uumber1l. Declarant makes no guarantee that the Project will be constructed as presently proposed. Owners of a Condominium will receive title to a Unit plus an undivided fractional interest as tenant in common to the Common Area (as hereinafter defined) located within the Building Envelope within which the Unit is located. Each Condominium Owner (as defined below) will also receive certain easements for ingress, egress, use and enjoyment over the Association Property, and the Common Area within the Building Envelope in which the Unit is located. Such easements are more particularly described in this Declaration and the deeds conveying the Units to the Owners. Each Condominium shall have appurtenant to it a membership in the Industrial Condominiums of Temecula Owners Association, a California nonprofit mutual benefit corporation (`Association'). • 648247.01/SD Industrial Condominiums ofTemecula 89888-721/5-19-06/lab/rel, -I- CC&Rs • DECLARATION Declarant declares that the Property is, and shall be, held, conveyed, hypothecated, encumbered, leased, rented, used and occupied subject to the following limitations, restrictions, easements, covenants, conditions, liens and charges, all of which are declared and agreed to be in furtherance of a plan of Condominium ownership as described in California Civil Code Section 1350 et seq. or any successor statutes or laws for the subdivision, improvement, protection, maintenance, and sale of Condominiums within the Property, and all of which are declared and agreed to be for the purpose of enhancing, maintaining and protecting the value and attractiveness of the Property. All of the limitations, restrictions, easements, covenants, conditions, liens and charges shall run with the land, shall be binding on and inure to the benefit of all parties having or acquiring any right, title or interest in the Property, shall be enforceable equitable servitudes and shall be binding on and inure to the benefit of the successors-in-interest of such parties. Declarant further declares that it is the express intent that this Declaration satisfy the requirements of California Civil Code Section 1354, and any successor statutes or laws. ARTICLE 2 DEFINITIONS Unless the context otherwise specifies or requires, the terms defined in this Article shall, for all purposes of this Declaration, have the meanings herein specified. 2.1 ADDITIONAL CHARGES The term "Additional Charges" means costs, fees, charges and expenditures, including without limitation, attorneys' fees, late charges, interest and recording and filing fees actually incurred by the Association in collecting and/or enforcing payment of assessments, fines and/or penalties. 2.2 ALLOCABLE SHARE The term "Allocable Share" means each Owner's share of assessments which shall be a fraction (a) the numerator of which shall be the Square Footage of such Owner's Unit, and (b) the denominator of which is the total Square Footage of all Units within the Property subject to this Declaration. By accepting a deed to its Unit, each Owner acknowledges and agrees that it shall have no right to challenge its Allocable Share of Assessments, as determined by the Association. 2.3 ALTERATION The term "Alteration" means any alteration, addition or modification to a Unit that (i) is visible from the exterior of a Unit, (ii) impacts or affects in any manner the structural systems or structural integrity of a Building, the life safety systems of a Building, or any shared utility lines or systems, or (iii) affects the grade or drainage patterns of any Common Area or Association Property. 2.4 ARCHITECTURAL GUIDELINES • 648247,01/SD Indnt ial Condominlwns of Ie.,.[a 8888S-721/5-19-06A.Wo/ h -2- CC&Ra . The term "Architectural Guidelines" means the design criteria that may be adopted by the Board pursuant to the provisions of Article 9 of this Declaration. 2.5 ARTICLES The term "Articles" means the Articles of Incorporation of the Association as they may from time to time be amended which are or shall be filed in the Office of the Secretary of State for the State of California. 2.6 ASSIGNED PARKING SPACES The term "Assigned Parking Spaces" refers to the parking spaces set forth in the records of the Association which are assigned to certain Owners as described in Section 3.8 of this Declaration. 2.7 ASSOCIATION The term "Association" means the Industrial Condominiums of Temecula Owners Association, a California nonprofit mutual benefit corporation, its successors and assigns. 2.8 ASSOCIATION PROPERTY The term "Association Property" means all real property owned, from time-to-time, in fee title or held as an easement by the Association, which shall consist of all real property within the Project, excepting therefrom the Building Envelopes. The Association Property shall be held by the Association for the benefit of the Owners. 2.9 BOARD The term "Board" means the Board of Directors of the Association. 2.10 BUILDING The term `Building" refers to each building within the Project. 2.11 BUILDING ENVELOPE The term `Building Envelope" means each Building Envelope designated on the Condominium Plan. Each Building Envelope is a three-dimensional shape and has been created pursuant to California Government Code Section 66427. The lower and upper boundaries of the Building Envelopes are shown in the Condominium Plan. The lateral boundaries of each Building Envelope are vertical planes which are also described and depicted in the Condominium Plan. The Building Envelope includes all land and improvements (whether now or hereafter located) within its boundaries. 2.12 BYLAWS The term "Bylaws" means the Bylaws of the Association, as they may from time to time be amended, which are or shall be adopted by the Board. 649147.01/SD Industrial Coodmniniums of Temecula 88888 721/5-19-06/lob/reh -3- CC&Rs • 2.13 CAPITAL IMPROVEMENT ASSESSMENTS The term "Capital Improvement Assessments" means the assessments which are levied pursuant to the provisions of Section 6.5 of this Declaration. 2.14 CITY The term "City" means the City of Temecula, California. 2.15 COMMON AREA The term "Common Area" refers to that portion of a Building Envelope which is not designated as a Potential Unit Area in the Condominium Plan, which Common Area is owned in undivided interests by the Owners of the Units located in such Building Envelope. The Common Area includes, without limitation, the exterior walls, roofs and foundation of the Buildings, the bearing walls located within a Unit, if any, Shear Walls, if any, and all structural components within a Unit which may be required for the support of the building within which the Unit is located, except for the finished surfaces thereof. Any Utility Facilities serving more than one Unit, wherever located, are a part of the Common Area. 2.16 COMMON EXPENSES The term "Common Expenses" refers to the actual and estimated costs and expenses incurred or to be incurred by the Association, including, but not limited to, the following: 2.16.1 maintenance, management, operation, repair and replacement of the Common Area and Association Property and all other areas within the Property which are maintained by the Association; 2.16.2 assessments due but unpaid hereunder, as well as assessments levied against the Project pursuant to the Master Declaration; 2.16.3 costs of management and administration of the Association, including, but not limited to, compensation paid by the Association to managers, accountants, attorneys, architects and employees; 2.16.4 the costs of any utilities, trash pickup and disposal, landscaping, and other services benefitting the Owners and their Units to the extent such services are paid for by the Association; 2.16.5 the costs of fire, casualty, liability, worker's compensation and other insurance maintained by the Association hereunder; 2.16.6 reasonable reserves as deemed appropriate by the Board or otherwise required pursuant to the Governing Documents; 2.16.7 the costs of bonding of the members of the Board, any professional managing agent or any other person handling the funds of the Association; 648247.01/SD Industrial Condominiums of Temecula 88888-721/5-19-06/lab/rch -4- CC&R.s 2.16.8 taxes paid by the Association; 2.16.9 amounts paid by the Association for the discharge of any lien or encumbrance levied against the Common Area, Association Property or portions thereof; 2.16.10 costs incurred by the Board or other committees of the Association; and 2.16.11 the costs of any other item or items designated by, or in accordance with other expenses incurred by the Association for any reason whatsoever in connection with the operation and/or maintenance of the Common Area, Association Property or in furtherance of the purposes or the discharge of any obligations imposed on the Association by the Governing Documents. 2.17 CONDOMINIUM The term "Condominium" means an estate in real property as defined in California Civil Code Section 13510 any successor statutes or laws, consisting of an undivided interest as a tenant-in- common in all or any portion of the Common Area, together with a separate fee interest in a Unit and any other separate interests in the Property as are described in this Declaration, the Condominium Plan or in the deed conveying the Condominium. 2.18 CONDOMINIUM PLAN The term "Condominium Plan" means the condominium plan recorded pursuant to California Civil Code Section 1351, and any amendments to the plan. 2.19 COUNTY The term "County" means the County of Riverside, California. 2.20 DECLARANT The term "Declarant" means Industrial Condominiums of Temecula, LLC, a California limited liability company and its successors and assigns, if such successors and assigns acquire any or all of Declarant's interest in the Property for the purpose of purchase or sale, and Declarant has expressly transferred or assigned to such successors or assigns its rights and duties as Declarant to a portion or all of the Project. For any successor or assignee of "Declarant" to be deemed a Declarant under the terms of this Declaration, Declarant shall record in the County a certificate so designating said successor or assignee as Declarant. A successor Declarant shall also be deemed to include the beneficiary under any deed of trust securing an obligation from a then existing Declarant encumbering all or any portion of the Property, which beneficiary has acquired any such property by foreclosure, power of sale or deed in lieu of such foreclosure or sale. 2.21 DECLARATION 648247 01/SD Ind.,uml Condominiums of Temacula 88868-721/5-19-06/Inb/mh -5- CC&R, . The term "Declaration' means this Declaration of Covenants, Conditions and Restrictions of Industrial Condominiums of Temecula, as this Declaration may from time to time be amended, modified or supplemented. 2.22 DIVIDING WALLS The term "Dividing Walls" refers to the interior walls (including doors) installed within a Building which separate a Unit from an adjoining Unit or from any Common Area. If any Units are combined as authorized under Section 3.7 of this Declaration, any portion of any wall separating the combined Units shall not be a Dividing Wall during the period that the Units are combined. Any Dividing Wall that is a load bearing wall or a Shear Wall is a part of the Common Area. 2.23 ENFORCEMENT ASSESSMENTS The term "Enforcement Assessments" means the assessments which are levied pursuant to the provisions of Section 6.7 of this Declaration. 2.24 ENVIRONMENTAL LAWS The term "Environmental Laws" means all present and future federal, state or local laws, ordinances, rules, regulations, decisions and other requirements of governmental authorities relating to the environment or to any Hazardous Material, including without limitation the • following federal laws: The Comprehensive Environmental Response, Compensation and Liability Act of 1980, the Superfund Amendment and Reauthorization Act of 1986, the Resource Conservation and Recovery Act, the Hazardous Materials Transportation Act, the Clean Water Act, the Clean Air Act, the Toxic Substances Control Act, the Safe Drinking Water Act, the California Health & Safety Code, the California Water Code, and any amendments to the same and regulations, ordinances and orders adopted, published and/or promulgated pursuant thereto. 2.25 FINAL MAP The term "Final Map" means the final subdivision map covering the Project. 2.26 GOVERNING DOCUMENTS The term "Governing Documents" collectively means this Declaration and the Articles, Bylaws, the Architectural Guidelines, if any, and the Rules and Regulations, if any. 2.27 HAZARDOUS MATERIALS The term "Hazardous Materials" refers to any toxic substance, material or waste which is or becomes (i) regulated by any local governmental authority, the State of California or the United States Government; or (ii) defined as a "hazardous waste," "extremely hazardous waste," "restricted hazardous waste," "Non-RCRA hazardous waste," RCRA hazardous waste," recyclable material," under any federal, state or local statute or regulation promulgated thereunder. 648247.01/SD Industrial Condominiums of'I'emW ecu 99899-72115-19-06/Iab/rch -6- CC&Rs 2.28 IMPROVEMENTS The term "Improvements" means any Buildings, fences, walls, plantings, trees and shrubs, paving, utility facilities, poles, signs, and all other structures or improvements of every type and kind installed or erected on the Property. 2.29 INVITEE The term "Invitee" means any person whose presence within the Project is approved by or is at the request of a particular Owner, including, but not limited to, lessees, tenants and the family, guests, employees, licensees or invitees of Owners, tenants or lessees. 2.30 LEASE The term "Lease" means any lease, license or other agreement whereby an occupant acquires rights to use or occupy any portion of the Units. 2.31 MASTER BOARD The term "Master Board" means the Board established under the Master Declaration. 2.32 MASTER ASSOCIATION The term "Master Association" means the owners association formed pursuant to the Master • Declaration. 2.33 MASTER ASSOCIATION MAINTENANCE AREAS The term "Master Association Maintenance Areas" refers to those portions of the Association Property maintained by the Master Association as set forth in the Master Declaration. IlThis is probably not applicable. Please verify that no portion of the Property is maintained by the Master Association.11 2.34 MASTER DECLARATION The term "Master Declaration' refers to that certain Declaration of Covenants, Conditions and Restrictions for Westside Business Center (previously known as the Johnson & Johnson Business Center) recorded in the Office of the County Recorder of Riverside County on November 21, 1990, as Document No. 426914, as may be amended or supplemented. 2.35 MEMBER The term "Member" means every person or entity who holds a membership in the Association. Membership shall be appurtenant to and may not be separated from ownership of a Condominium. 2.36 MORTGAGE • 648147.01/SD Indust/I Condominiums of Temecula 88888-721/5-19-06/labhch -7- CC&Rs The term "Mortgage" means any duly recorded mortgage or deed of trust encumbering a Condominium in the Project. 2.37 MORTGAGEE The term "Mortgagee" means a mortgagee under a Mortgage as well as a beneficiary under a deed of trust. 2.38 NOTICE AND HEARING The term "Notice and Hearing" means the procedure which gives an Owner notice of an alleged violation of the Governing Documents and the opportunity for a hearing before the Board. 2.39 OWNER The term "Owner" refers, individually or collectively, as the context requires, to the record owner(s), whether one or more persons or entities, including Declarant, of the Condominium(s) excluding those having such interest merely as security for the performance of an obligation. 2.40 PERSON OR PERSONS The term "Person' or "Persons" means and include individuals, partnerships, firms, associations,joint ventures, corporations, or any other form of business entity. 2.41 POTENTIAL UNIT AREAS The term "Potential Unit Areas" means the areas designated as Potential Unit Areas on the Condominium Plan. Certain Potential Unit Areas contain a mezzanine. 2.42 PROJECT The term "Project' means all of the real property described on Exhibit"A" together with all Improvements situated thereon. 2.43 PROPERTY The term "Property" means all of the real property described in Exhibit"A" of this Declaration. 2.44 REGULAR ASSESSMENTS The term "Regular Assessments" means the assessments that are levied pursuant to the provisions of Section 6.3 of this Declaration. 2.45 RULES AND REGULATIONS 648247.01/SD Industrial Condominiums of T.,r,c,0a 88888-721/5-19-06/lab/reh -8- CC&Rs The term "Rules and Regulations" refers to the handbook which sets forth the rules and regulations of the Association, if any. 2.46 SHEAR WALL The term "Shear Wale' refers to those Dividing Walls which are a part of the structure of the Buildings, as shown on the Condominium Plan. IlPlease verify if there are sheer walls1l 2.47 SIGNAGE The term "Signage" refers to any signage, billboards, posters, banners, flags or any other signage medium of any type or kind. 2.48 SPECIAL ASSESSMENTS The term "Special Assessments" means the assessments that are levied pursuant to the provisions of Section 6.4 of this Declaration. 2.49 SQUARE FOOTAGE The term "Square Footage" means the gross floor area of a Unit or Building, including any mezzanine area within a Unit, as determined by the Association. 2.50 SUPPLEMENTARY CONDOMINIUM PLAN The term "Supplementary Condominium Plan" means any Condominium Plan which supplements a previously recorded Condominium Plan. A Supplementary Condominium Plan shall also include a Condominium Plan which is recorded by the Declarant (i) to correct technical errors in the originally recorded Condominium Plan, or (ii) after the completion of construction to show the actual "as-built' locations or dimensions of any component of the Project, which Supplementary Condominium Plan described in subsections (i) and (ii) above shall not require the consent of the Owners or the Association. 2.51 SUPPLEMENTARY DECLARATION The term "Supplementary Declaration' means those certain declarations of covenants, conditions and restrictions, or similar instruments, which may do any or all of the following: (a) identify areas referenced in this Declaration to be maintained by the Association, and/or (b) make technical or minor corrections to the provisions of this Declaration or previously recorded supplementary declaration(s). 2.52 UNIT The term "Unit' means the elements of a Condominium which are not owned in common with the other Owners of Condominiums in the Project. The Units are comprised of the contiguous Potential Unit Areas within a Building. The dimensions of the Unit are measured from the unfinished floor, the unfinished exterior walls, the center line of the Dividing Walls (except if the Dividing Wall is a Shear Wall, in which case the Unit is measured to the unfinished face of the 648247.011SD Industrial Condominiums of'rcmcc,da 9SS99-721/5-19-06/labh h -9- CC&Rn Shear Wall) and the underside of the roof panels, except as otherwise noted herein. The Unit includes all Improvements situated within its boundaries, and includes, without limitation, (i) interior walls (except interior bearing walls or Shear Walls), (ii) the interior undercoated surfaces of bearing walls, Shear Walls and perimeter walls, floors and ceilings, (iii) any door or window including any sliding glass doors, (iv) appliances, cabinets, interior doors, and all electrical, heating, plumbing and other utility fixtures, (v) the openings and outlets of all Utility Facilities that are located partially within the Unit and partially in the Common Area, such as electrical outlets, and that exclusively serve the Unit, and (vi) all Utility Facilities serving solely that Unit, whether located in the Unit or the Common Area. The following are not part of any Unit: bearing walls, Shear Walls, columns, floors, roofs and foundations; and Utility Facilities that serve two or more Condominiums, wherever located. In interpreting deeds and plans, the then existing physical boundaries of the Unit, whether in its original state or reconstructed in substantial accordance with the original plans thereof, shall be conclusively presumed to be its boundaries, rather than the boundaries expressed in the deed or Condominium Plan, regardless of minor variances between boundaries shown on the Condominium Plans or deed and regardless of settling or lateral movement of the Building. 2.53 UTILITY FACILITIES The term "Utility Facilities" means all utility facilities including intake and exhaust systems, storm and sanitary sewer systems, drainage systems, ducting systems for ventilation and utility services, domestic water systems, natural gas systems, heating and air conditions systems, electrical systems, fire protection water and sprinkler systems, telephone systems, cable television systems, telecommunications systems, water systems, sump pumps, pool equipment, central utility services and all other utility systems and facilities reasonably necessary to service any Improvement situated in, on, over and under the Project. 2.54 VOTING POWER The term "Voting Power" refers to the total voting power of the Association as set forth in Section 5.2. ARTICLE 3 OWNERSHIP AND EASEMENTS 3.1 OWNERSHIP OF CONDOMINIUM Title to each Condominium in the Project shall be conveyed in fee to an Owner. Ownership of each Condominium within the Project shall include (a) a Unit, (b) an undivided interest in the Common Area of the Building Envelope within which the Unit is situated as designated on the Condominium Plan and/or shown on the deed to the Condominium, (c) a membership in the Association, (d) a membership in the Master Association, and (e) any exclusive easement or easements appurtenant to such Condominium over the Common Area and/or Association Property as described in this Declaration, the Condominium Plan, the Master Declaration and the deed to the Condominium. The Condominium Owners shall have a non-exclusive easement for ingress and egress over the Common Area of the Building Envelope in which the Unit is situated and the balance of the Association Property, subject to any exclusive easements or other 648247.01/SD Industrial Cnndeminiums of Temecula RR8A9-P1G-19-0h4ah/rch -10- CC&Rs easements of record. The undivided interest of each Owner shall be based upon the proportion of Potential Unit Areas owned by the Owner to the maximum number of Potential Unit Areas within the Building Envelope in which the Owner's Unit is located, as shown on the Condominium Plan. 3.2 POTENTIAL UNIT AREAS Each Unit consists of contiguous Potential Unit Areas separated by a Dividing Wall. A Unit coupled with an undivided interest in the Common Area constitutes a single Condominium. The use of Potential Unit Areas enables a Building to be divided into two or more Condominiums of variable sires to address the needs of prospective Owners, but in no event shall the Project contain more Units than the maximum number allowed by the City. For example, assume a Building originally consists of ten (10) Potential Unit Areas and that Dividing Walls are installed to separate the ten (10) Potential Unit Areas into five (5) Units of two (2) Potential Unit Areas each. In that case, there would be five (5) Units. Assume further that one of the Units is further separated by a Dividing Wall separating the two (2) Potential Unit Areas. In that case, there would be a total of six (6) Units. 3.2.1 Conveyance of all of Potential Unit Areas in a Building Envelope. If Declarant desires to convey all the Potential Unit Areas in a Building Envelope to one Owner in one conveyance, then for purposes of compliance with the subdivision laws of the State of California set forth in Government Code Section 66410 et seq., the Building Envelope shall be deemed to contain two Units (which can still be further subdivided as provided in Section 3.2 above). Such Units shall each contain those Potential Unit Areas within the Building as the Owner desires, as designated in a separate grant deed for each such Unit, and in such case, there shall be no requirement that a Dividing Wall separate such Units. 3.2.2 Designation of Units. Upon a conveyance under Section 3.2 above, the Owner shall notify the Association of the Potential Unit Areas so conveyed no later than fifteen (15) days after any conveyance. 3.2.3 Unit Requirements. Each Unit must have direct means of ingress and egress to and from the exterior of the Building in which the Unit is located. 3.3 NO SEPARATE CONVEYANCE The interest of each Owner in the use and benefit of the Common Area and Association Property shall be appurtenant to the Unit owned by the Owner. No Unit shall be conveyed by the Owner separately from the interest in the Common Area or the right to use the Association Property for the benefit of such Owner. Any conveyance of any Unit shall automatically transfer the interest in the Common Area and the Owner's right to use the Association Property without the necessity of express reference in the instrument of conveyance. Anything in the Article hereof entitled "Amendments," to the contrary notwithstanding, this Article shall not be amended, modified or rescinded until Declarant has conveyed the last Condominium within the Project without (i) the prior written consent of Declarant and (ii) the recording of said written consent in the Office of the County Recorder. 64824TOUSD Industrial Condominium<ofTeinecula 88888-721/5-19-06/labhch -1 I- CC&Rs 3.4 DELEGATION OF USE Any Owner entitled to the right and easement of use and enjoyment of the Common Area and the Association Property may delegate such Owner's rights provided in this Declaration to use and enjoyment of the Common Area and the Association Property to his or her other tenants, contract purchasers or subtenants who occupy such Owner's Condominium, subject to reasonable regulation by the Board. An Owner who has made such a delegation of rights shall not be entitled to use or enjoyment of the Common Area and the Association Property for so long as such delegation remains in effect, other than such access rights as are directly related to the Owner's rights and duties as landlord. 3.5 PARTITION There shall be no judicial partition of the Common Area, or any part thereof, for the term of the Project, nor shall Declarant, any Owner or any other person acquiring any interest in any Condominium in the Project seek any such judicial partition. The undivided interest in the Common Area described above may not be altered or changed as long as the prohibition against severability of interests in a Condominium remains in effect as provided in this Declaration. 3.6 EASEMENTS The ownership interests in the Common Area, Association Property, and to the extent applicable, the Units described in this Article are subject to the easements granted and reserved in this Declaration and the Master Declaration. Each of the easements reserved or granted under this Declaration shall be deemed to be established upon the recordation of this Declaration and shall henceforth be deemed to be covenants running with the land for the use and benefit of the Owners, and their Condominiums, the Association and Association Property, the Common Area in the Unit is located and the Declarant superior to all other encumbrances applied against or in favor of any portion of the Project. Individual grant deeds to Condominiums may, but shall not be required to, set forth the easements specified in this Article. 3.6.1 Declaration Subject to Easements. Notwithstanding anything herein expressly or impliedly to the contrary, this Declaration and the Project shall be subject to all easements shown on the Final Map and the Condominium Plan, and to all easements heretofore or hereafter granted by Declarant for the installation and maintenance of utilities and drainage facilities that are necessary for the Project. 3.6.2 Master Association Easement. The Master Association shall have an easement over the portion of the Association Property designated as the Master Association Maintenance Area for the maintenance, repair and replacement of the Master Association Maintenance Area. llapplieable?ll 3.6.3 Utilities. There are reserved and granted for the benefit of each Unit, as dominant tenement, over, under, across and through the Project (including the Common Area and Association Property and each other Unit), as the servient tenement and for the benefit of the Association Property, as dominant tenement, over, under and across each Unit, as servient tenement, non-exclusive easements for the maintenance, repair and replacement of the Utility 648247.01/SD h du,m.1 Condominiums of Temecula 88888-721/5-19-06/Iabhch -12- CC&Rs Facilities. If it is necessary for an Owner to repair, maintain or replace any Utility Facilities ("Utility Work"), such Owner shall comply with the following requirements (i) adequate provision shall be made for the safety and convenience of all persons using the surface of such areas; (ii) the areas and facilities shall be replaced or restored to the condition in which they were prior to the performance of such Utility Work; (iii) all costs, fees and expenses incurred as a result of such Utility Work shall be borne solely by the Owner which undertakes such Utility Work; (iv) any construction activities pursuant to such easement rights shall be performed so as to not unreasonably interfere with access to, use, occupancy, or enjoyment of the remainder of the Property, (v) the Owner exercising its rights under such easements shall indemnify, hold harmless and defend the Association and all other Owners from and against all claims, losses, liabilities and expenses (including attorneys' fees and court costs) arising from such exercise, and (vi) all governmental requirements applicable thereto are satisfied. 3.6.4 Encroachment. There are hereby reserved and granted for the benefit of each Unit, as dominant tenement, over, under and across each other Unit, and Common Area and Association Property, as servient tenements, and for the benefit of the Common Area and Association Property, as dominant tenement, over, under and across each Unit, and Common Area and Association Property as servient tenement, non-exclusive easements for encroachment, support, occupancy and use of such portions of the Units, Association Property and/or Common Area as are encroached upon, used and occupied by the dominant tenement as a Dividing Wall or as a result of any original construction design, accretion, erosion, addition, deterioration, decay, errors in original construction, movement, settlement, shifting or subsidence of any building, structure, or other improvements or any portion thereof, or any other cause. In the event any portion of the Project is partially or totally destroyed, the encroachment easement shall exist for any replacement structure that is rebuilt pursuant to the original construction design. The easement for the maintenance of the encroaching improvement shall exist for as long as the encroachments exists; provided, however, that no valid easement of encroachment shall be created due to the willful misconduct of the Association or any Owner. Any easement of encroachment may, but need not be, cured by repair and restoration of the structure. 3.6.5 Support, Maintenance and Repair. There is hereby reserved and granted a non-exclusive easement appurtenant to the Common Area and the Association Property and to all other Units, as dominant tenements, through each Unit and the Common Area and Association Property, as servient tenements, for the support, maintenance and repair of the Common Area and Association Property and all Units to the extent necessary. 3.6.6 Association Easement. The Association shall have an easement over the Common Area for performing its duties and exercising its powers described in this Declaration. The Association shall provide reasonable advance notice to the Owners and shall be responsible for any damage to the Unit resulting from such entry. 3.6.7 Easements for Common Area and Association Property. Subject to the provisions of this Declaration, every Owner of a Condominium shall have, for himself or herself and such Owner's Invitees, a nonexclusive easement of access, ingress, egress, use and enjoyment of, in, to and over the Common Area in the Building Envelope in which the Unit is located, and the balance of the Association Property. Such easements shall be appurtenant to and shall pass with title to such Condominiums, subject to the rights and restrictions set forth below. 648247,01/SD Ivdushial Condamioium,of T,m cu I. 88888-721/5-19-06/lab/rch -13- CC&Re (a) Suspend Rights of Members. The Board shall have the right, after Notice and Hearing, to temporarily suspend an Owner's rights as a Member pursuant to the terms of this Declaration. (b) Dedicate or Grant Easements. The Association shall have the right, without the consent of the Owners, to grant easements over all or any portion of the Common Area and the Association Property. (e) Control Parking. Subject to the provisions of this Declaration, the Association shall have the right to control parking within the Project and to promulgate rules and regulations to control parking in a manner consistent with this Declaration; provided however, that the Declarant has reserved an easement over all unassigned parking spaces with the exclusive right to assign such parking spaces to Owners. Upon assignment by Declarant of a parking space, any easements over the Common Area and Association Property shall be subject to the rights of the Owners to the Assigned Parking Spaces. 3.6.8 Easement To Declarant. Declarant shall have and hereby expressly reserves the easements necessary for Declarant to exercise its rights set forth in Article 10 of the Declaration. Such rights shall include the right to reserve easements over the Common Area for construction purposes and the right to limit access, ingress and egress to the Common Area during such construction and the right to reserve such easements as may be required for the marketing, sale or leasing of the Condominiums. . 3.7 JOINED UNITS If two or more contiguous Units are under common ownership (other than common ownership by Declarant) the Owner may join the Units or portions thereof and, notwithstanding anything to the contrary set forth herein, so long as the following conditions are satisfied, the approval of the Board shall not be required. 3.7.1 The Owner has obtained all permits necessary to join the Units; 3.7.2 The joining of the Units is not visible from the exterior of the Project and does not impact any structural component of the Project; 3.7.3 The Owner notifies the Board of the joining of the Units. Once the joining is completed, the joined Unit may not be separated into two Units without complying again with the provisions of this Section. Notwithstanding the foregoing, the consent of the Board is not required for any joining of Units by Declarant. 3.8 PARKING. 3.8.1 Parking Rights. Declarant shall, so long as Declarant owns any portion of the Property, have the sole right to assign to Owners an exclusive right to use a parking space or parking spaces in the Project ("Assigned Parking Spaces"). Declarant shall, upon assigning a parking space to an Owner of a Unit designate such assignment in the records of the Association. Upon assignment of an Assigned Parking Space to an Owner, such Owner shall have the 648247 O1/SD Indumn.]Conduminiume of Ten.ecuM 88888-72I/5-19-06/1.b/mb -14- CC&R, exclusive right to the use of the parking space so assigned, subject to the rights of the Declarant and the Association set forth below. Upon such assignment by Declarant, the Association shall not have the right to change the location of such Assigned Parking Space, except as provided below. Upon conveyance of a Condominium by an Owner to another Owner, the parking rights assigned to such Owner in the records of the Association shall automatically inure to the benefit of the new Owner. Upon conveyance of the last Condominium to an Owner by Declarant, the Declarant shall assign to the Association any parking spaces not previously assigned by Declarant for use by the Association for guest or Owner parking. 3.8.2 Relocation Based Upon Agreement of Owners. If an Owner desires to exchange his or her Assigned Parking Space with another Owner[, or to sell his or her Assigned Parking Space to another Owner] Iverify whether you want to allow for salell, and both affected Owners voluntarily agree to the exchange [or sale], and provided the two Owners sign an agreement in a form prepared by the Association agreeing to the exchange [or sale], the Association may then change its records to reflect the exchange requested by the two Owners[, or the sale of the Assigned Parking Space], as applicable. The Association shall retain in its records the written agreement of the two Owners. Upon the change to the records of the Association, then the new Assigned Parking Spaces shall inure to the benefit of the future Owners of such Unit. ARTICLE 4 THE ASSOCIATION 4.1 THE ORGANIZATION The Association is a nonprofit mutual benefit corporation to be formed under the Nonprofit Mutual Benefit Law of the State of California prior to the conveyance of the first Condominium to an Owner. On the conveyance of the first Condominium to an Owner, the Association shall be charged with the duties and invested with the powers set forth in this Declaration and the other Governing Documents. 4.2 ASSOCIATION ACTION; BOARD OF DIRECTORS AND OFFICERS; MEMBERS' APPROVAL . Except as to matters requiring the approval of Members as set forth in this Declaration, the Articles, or the Bylaws, the affairs of the Association shall be conducted by the Board and such officers as the Board may elect or appoint. Such election or appointment shall be in accordance with this Declaration and the Bylaws. Except as otherwise provided in this Declaration, the Articles and the Bylaws, all matters requiring the approval of Members shall be deemed approved if Members holding a majority of the total Voting Power assent to them by written consent as provided in the Bylaws or if approved by a majority vote of a quorum of Members at any regular or special meeting held in accordance with the Bylaws. 4.3 POWERS OF THE ASSOCIATION The Association shall have all the powers of a nonprofit corporation organized under the Nonprofit Mutual Benefit Corporation Law of California subject only to such limitations on the 648247.01/SD Industrial Coi,&.mims dlemecula 88888-721/5-19-06/1ab/rch -15- CC&Rs exercise of such powers as are set forth in the Articles, the Bylaws and this Declaration. It shall have the power to do any lawful thing that may be authorized, required, or permitted to be done by the Association under this Declaration, the Articles and the Bylaws, and to do and perform any act that may be necessary or proper for or incidental to, the exercise of any of the express powers of the Association, including, without limitation, the powers set forth below. 4.3.1 Assessments. The Association shall have the power to establish, fix, and levy assessments against the Owners and to enforce payment of such assessments, in accordance with the provisions of this Declaration. 4.3.2 Right of Enforcement and Notice and Hearing. (a) Enforcement Actions. The Association in its own name and on its own behalf, can commence and maintain actions for damages or to restrain and enjoin any actual or threatened breach of any provision of the Governing Documents or any resolutions of the Board, and to enforce by mandatory injunction, or otherwise, all of these provisions. In addition, the Association can temporarily suspend the membership rights and privileges or can assess monetary penalties against any Owner or other person entitled to exercise such rights or privileges for any violation of the Governing Documents or Board resolutions. (b) Notice Requirements. Before a decision to impose such a suspension or monetary penalties is reached by the Board, the aggrieved Owner shall be provided with an opportunity to be heard by the Board, orally or in writing, and shall be provided with at least fifteen (15) days written notice of such hearing, or any such longer period as may be required under California Corporations Code Section 7341, or any successor statute or law. Additionally, the Board shall provide written notice of any sanctions to be imposed and the reasons for such sanctions, not more than fifteen (15) days following the Board action. For the purposes of this Subsection, notice shall be given by any method reasonably calculated to provide actual notice. Notice may be hand-delivered to the Owner or sent by first class registered or certified mail, return receipt requested or overnight courier delivery and addressed to the Owner at the last address of the Owner shown on the Association's records, or any other method deemed reasonable by the Board for delivering notices. 4.3.3 Delegation of Powers, Professional Management. The Association acting by and through the Board can delegate its powers, duties, and responsibilities to committees or employees, including a professional managing agent. 4.3.4 Association Rules. The Board shall have the power to adopt, amend and repeal Rules and Regulations as it deems reasonable. The Rules and Regulations, if any, shall govern the use of the Common Area and the Association Properly by all Owners and their Invitees. However, the Rules and Regulations, if any, shall not be inconsistent with or materially alter any provisions of the Governing Documents. A copy of the Rules and Regulations, if any, as adopted, amended or repealed, shall be mailed or otherwise delivered to each Owner. In case of any conflict between any of the Rules and Regulations and any other provisions of this Declaration, the Articles, or Bylaws, the conflicting Rules and Regulations shall be deemed to be superseded by the provisions of this Declaration, the Articles and the Bylaws. 648247.01/SD I�r)ushial COII(10m1111Um5 uC'femenila 888 88-7 21/5-19-06/Iabhch -16- CC&Rs 4.3.5 Right of Entry and Enforcement. Except in the case of emergencies in which case no prior notice need be given, the Board or any authorized representative thereof shall have the right, upon forty-eight (48) hours prior notice and during reasonable hours, to enter into a Unit for the purpose of construction, maintenance or emergency repair for the benefit of the Common Area, Association Property, or the other Condominiums, or to perform its obligations under the Declaration, or to cure any default by an Owner under this Declaration. Such persons shall not be deemed guilty of trespass by reason of such entry. If any such repair or maintenance is due to the failure of an Owner to perform its obligations hereunder, the cost of such maintenance or repair shall be assessed against said Owner as an Enforcement Assessment in accordance with the provisions of the Article hereof entitled "Assessments." 4.3.6 Easements and Rights of Way. The Association, acting by and through the Board, and without the vote of the Owners, may grant and convey to any third party easements and licenses for use and rights of way in, on, over or under the Association Property conveyed or otherwise transferred to said Association or under its jurisdiction in accordance with the provisions of this Declaration. 4.3.7 Capital Improvements. Subject to the terms of this Declaration, the Board may, on its own motion or acting on a petition signed by two-thirds (2/3rds) of the Owners, approve the construction, installation or acquisition of a particular capital improvement to the Common Area and/or the Association Property. 4.3.8 Other Property. The Association, acting by and through the Board, may acquire and hold, as trustee for the benefit of its Members, tangible and intangible personal property and to dispose of the same by sale or otherwise. 4.3.9 Contract for Goods and Services. The Association shall have the power to contract for goods and services for the benefit of the Association Property and the Common Area and/or the Project necessary for the Association to perform its duties and obligations hereunder. 4.3.10 Rights Regarding Title Policies. If any title claims regarding the Association Property, are made by any third party, the Association shall have the power to pursue such claims on any title insurance policy held by the Owners or the Association and each Owner hereby delegates, on a non-exclusive basis, and assigns to the Association any rights it may have under its title insurance policies to the extent that the title claim relates to the Association Property. 4.4 DUTIES OF THE ASSOCIATION In addition to the powers delegated to it by its Articles and the Bylaws, and without limiting their generality, the Association, acting by and through the Board, has the obligation to perform each of the duties set forth below. 4.4.1 Taxes and Assessments. The Association shall pay all real and personal property taxes and assessments and all other taxes levied against the Association Property, personal property owned by the Association or against the Association, if any. Such taxes and assessments may be contested or compromised by the Association; if they are paid or a bond 648247 01/SD Indusoial Condominiums of Temecula 88888-721/5-19-06/labhah -17- CC&R, insuring payment is posted before the sale or the disposition of any property to satisfy the payment of such taxes. 4.4.2 Water and Other Utilities. The Association shall have the duty to acquire, provide and pay for water, sewer, garbage disposal, refuse and rubbish collection, electrical, telephone, gas and other necessary utility services for the Association Property. 4.4.3 Utilities Suppliers. The Association shall have the duty to permit utility suppliers and other providers of any telecommunications or other services to use portions of the Common Area and/or the Association Property reasonably necessary to the ongoing development and operation of the Project. 4.4.4 Maintenance of Project. The Association shall landscape, maintain and/or replace and repair the Common Area and Association Property, and any other portions of the Project described in Article 8 pursuant to the provisions of this Declaration. 4.4.5 Insurance. The Association shall obtain, from reputable insurance companies and maintain the insurance described in the Article hereof entitled "Insurance." 4.4.6 Notice Prior to Litigation. The Board shall notify all Owners of any litigation filed for or on behalf of the Association pursuant to the provisions of Sections 16.3 and 16.4 of this Declaration. 4.4.7 Refuse and Rubbish Collection. The Association shall provide refuse and rubbish collection for the Owners, which cost shall be included as a Common Expense. The Association shall provide receptacles for the collection of recyclable materials. 4.4.8 Financial Matters. The Association shall have the duty to prepare annual budgets, reports, balance sheets and operating statements for the Association as required under this Declaration and the Bylaws. 4.4.9 Use of Proceeds to Repair. In the event the Association receives, on its own behalf or for the benefit of the Owners, any proceeds as a result of any construction defect or other claims or litigation brought by the Association, then the Association shall apply such proceeds first for the purpose of repairing such defects or replacing reserve funds previously utilized by the Association to cause such repairs and then to the costs of such litigation. 4.4.10 Claims and Actions. Subject to the provisions of this Declaration, the Association shall have the power, but not the duty, to initiate, defend, settle or intervene in mediation, arbitration, judicial or administrative proceedings on behalf of the Association in matters pertaining to (a) the application or enforcement of this Declaration and (b) any and all claims, causes of action, damages and suits for defects relating in any way to the design or construction of the Association Property or Common Area or any portion thereof, on behalf of the Owners; provided that no action shall be taken pursuant to subsection (b) without first obtaining the consent of a majority of the Voting Power. Any recovery by the Association with respect to any damage to or defect in the Association Property shall be utilized solely for the 64824TOUSD Industrial Condominium.ofTemecula 88888-721/5-19-06/Inbheh -18- CC&Rs purpose of paying for the costs of obtaining the recovery and for correcting such damage or defect. 4.5 NO PERSONAL LIABILITY; INDEMNIFICATION OF BOARD MEMBER No volunteer officer or volunteer director of the Board, or of any committee of the Association (each a "Management Party"), shall be personally liable to any Owner, or to any other party, including the Association, for any act or omission of any Management Party if such Person has, on the basis of such information as may be possessed by him or her, acted in good faith without willful, wanton or grossly misconduct within the scope of the Person's Association duties (collectively, an "Official Act"). California Civil Code Section 1365.7, as drafted as of the date of recordation of this Declaration, does not apply to common interest developments that are not "exclusively residential." The Project consists of commercial Condominiums. However, the criteria and requirements set forth in California Civil Code Section 1365.7 are hereby incorporated herein by reference, and shall apply to the Management Parties, regardless of the fact that the Project consists of commercial Condominiums. The Association has the power and duty to indemnify, defend, protect and hold harmless each Management Party for all damages, and expenses incurred (including, without limitation, reasonable attorneys' fees), and satisfy any judgment or fine levied as a result of any action or threatened action brought because of an act or omission what such Person reasonably believed was an Official Act. Management Parties are deemed to be agents of the Association when they are performing Official Acts for purposes of obtaining indemnification from the Association pursuant to this Section. The entitlement to indemnification under this Declaration inures to the benefit of the estate, executor, administrator and heirs of any Person entitled to such indemnification. The Association has the power, but not the duty, to indemnify any other person acting as an agent of the Association for damages incurred, pay expenses incurred, and satisfy any judgment or fine levied as a result of any action or threatened action because of an Official Act. The Association also has the power, but not the duty, to contract with any person to provide indemnification in addition to any indemnification authorized by law on such terms and subject to such conditions as the Association may impose. ARTICLE 5 MEMBERSHIP AND VOTING RIGHTS IN ASSOCIATION 5.1 MEMBERSHIP. 5.1.1 Qualifications. Each Owner of a Condominium which is subject to assessment, including Declarant, shall be a Member of the Association. Ownership of a Condominium or interest in it shall be the sole qualification for membership in the Association. Each Owner shall remain a Member of the Association until his or her ownership or ownership interest in the Condominium in the Project ceases at which time his or her membership in the Association shall automatically cease. Persons or entities who hold an interest in a Condominium merely as security for performance of an obligation are not to be regarded as Members. 648247.01/SD Industrial Condominiums of Temecula 88888-721/5-19-06/lab/rch _19- CC&Rs 5.1.2 Members' Rights and Duties. Each Member shall have the rights, duties, and obligations set forth in the Governing Documents, as the same may from time to time be amended. 5.1.3 Transfer of Membership. The Association membership of each person or entity who owns, or owns an interest in, one or more Condominiums shall be appurtenant to each such Condominium, and shall not be assigned, transferred, pledged, hypothecated, conveyed or alienated in any way except on a transfer of title to each such Condominium or interest in it and then only to the transferee. Any attempt to make a prohibited transfer shall be void. Any transfer of title to a Condominium or interest in it shall operate automatically to transfer the appurtenant membership right in the Association to the new Owner. Notwithstanding the foregoing, Declarant's Class B membership may not be transferred except to a successor to Declarant's rights to all or a portion of the Project. Transfer of Declarant's Class B membership shall be evidenced by the recordation in the Office of the County Recorder of Riverside County of an Assignment of Declarant's Rights which specifically assigns such Declarant's Class B membership rights. 5.1.4 Commencement of Voting Ri>:hts. An Owner's right to vote, including Declarant, shall not vest until Regular Assessments have been levied upon such Owner's Condominium as provided in this Declaration. All voting rights shall be subject to the restrictions and limitations provided for herein and in the other Governing Documents. 5.2 NUMBER OF VOTES The Association shall have three (3) classes of voting membership: 5.2.1 Class A Members. Class A Members shall be all Owners. Each such Owner shall be entitled to a vote, which vote shall be equal to each Owner's Allocable Share (with the total votes available to all Members being deemed 100). When more than one (1) person holds an interest in any Condominium, all such persons shall be Members. The vote for such Condominium shall be exercised as they among themselves determine, but in no event shall more than one (1) vote be cast with respect to any Condominium. 5.2.2 Class B Members. The Class B Member shall be Declarant. Declarant shall have a number of votes equal to three (3) times the Allocable Share for any Units owned by Declarant. The Declarant's Class B membership shall terminate upon the date the Declarant no longer owns any Units in the Property. 5.2.3 Class C Members. The Class C member shall be Declarant. The Class C membership shall not be considered a part of the Voting Power of the Association and Declarant shall not be entitled to exercise any Class C votes except for the purpose of electing a majority of the members of the Board pursuant to the provisions set forth below. The Class C Member shall be solely entitled to elect a majority of the members of the Board until the date that Declarant no longer owns any Unit in the Project, as further provided in the Bylaws. 5.2.4 Joint Owner Votes. The voting rights for each Condominium may not be cast on a fractional basis. If the joint Owners of a Condominium are unable to agree among 648247 0I/SD Indue1dal CondOTTIMIUm9 of Temecula 88888-721/5-19-06/lab/mh -20- CC&Rs themselves as to how their voting rights shall be cast, they shall forfeit the vote on the matter in question. If any Owner exercises the voting rights of a particular Condominium, it will be conclusively presumed for all purposes that such Owner was acting with the authority and consent of all other Owners of the same Condominium. If more than one (1) person or entity exercises the voting rights for a particular Condominium, their votes shall not be counted and shall be deemed void. ARTICLE 6 ASSESSMENTS 6.1 CREATION OF LIEN AND PERSONAL OBLIGATION FOR ASSESSMENTS Declarant, for each Condominium owned within the Properly, hereby covenants, and each Owner of a Condominium by acceptance of a deed therefor, is deemed to covenant and agrees to pay to the Association all assessments levied pursuant to the provisions of this Declaration. All assessments levied hereunder, together with interest, costs and reasonable attorneys' fees assessed hereunder, shall be a charge on the land and shall be a continuing lien upon the Condominium against which each such assessment is made, the lien to be effective upon recordation of a notice of delinquent assessments. Each such assessment, together with interest, costs and reasonable attorneys' fees, shall also be the personal obligation of the person who was the Owner of such Condominium at the time when the assessment fell due and shall, except with respect to any Mortgagee as provided in Section 6.13, bind his or her heirs, devisees, personal representatives and assigns. No such assumption of personal liability by a successive Owner (including a contract purchaser under an installment land contract) shall relieve any Owner against whose Condominium the lien was levied from personal liability for delinquent assessments. If more than one person or entity was the Owner of a Condominium, the personal obligation to pay such assessment or installment respecting such Condominium shall be both joint and several. 6.2 PURPOSE OF ASSESSMENTS The assessments levied by the Association shall be used exclusively to carry out the duties and obligations of the Association, for the common good of the Owners. The Association agrees to perform its duties under this Declaration on a nonprofit basis, with an end to keeping Common Expenses and assessments at a reasonable minimum. 6.3 REGULAR ASSESSMENTS. 6.3.1 Payment of Regular Assessments. Regular Assessments for each fiscal year shall be established when the Board approves the budget for that fiscal year, which budget shall be prepared in accordance with the provisions of this Declaration. Regular Assessments shall be levied on a fiscal year basis. Based on such budget, each Owner shall on the first day of each month during the term of this Declaration pay to the Association as such Owner's Regular Assessment, one-twelfth (1/12th) of such Owner's Allocable Share of Common Expenses for such fiscal year. Within ninety (90) days after the end of each fiscal year, the Association shall 648247 OI/SD Mduwl .,f Condmninlunis of icmeculu 89888-72 1/5-19-06/lob/reh -21- CC&R, give each Owner a statement of the Common Expenses applicable to such Owner for such fiscal year. If any Owner has paid more than its Allocable Share of Common Expenses during any fiscal year, such Owner shall receive a credit by the Association toward its next Allocable Share of Common Expenses payment. If any Owner has paid less than its Allocable Share of Common Expenses for such fiscal year, then such Owner shall pay to the Association, within thirty (30) days following the receipt of the Association's statements, the deficiency in its Allocable Share of Common Expenses. 6.3.2 Budgeting. Regardless of the number of Members or the amount of assets of the Association, each year the Board shall prepare, approve and make available to each Member a budget for the Common Expenses not less than forty-five (45) days nor more than sixty (60) days prior to the beginning of the fiscal year or as otherwise required. The Association shall provide notice by first class mail to the Owners of any increase in the Regular Assessments or Special Assessments of the Association, not less than thirty (30) days and not more than sixty (60) days prior to the increased assessment becoming due and payable. 6.3.3 Non-Waiver of Assessments. If before the expiration of any fiscal year the Association fails to fix Regular Assessments for the next fiscal year, the Regular Assessment established for the preceding year shall continue until a new Regular Assessment is fixed. 6.4 SPECIAL ASSESSMENTS If the Board determines that the estimated total amount of funds necessary to defray the Common Expenses of the Association for a given fiscal year is or will become inadequate to meet expenses for any reason, including, but not limited to, unanticipated delinquencies, costs of construction, unexpected repairs or replacements of capital improvements on, damage and destruction or condemnation of, the Common Area and the Association Property, the Board may levy a Special Assessment chargeable to each Owner based upon such Owner's Allocable Share to defray such costs. If the Special Assessment exceeds in the aggregate five percent (5%) of the budgeted gross expenses of the Association for that fiscal year, it must be approved by 75% of the Voting Power. The Board may, in its discretion, prorate such Special Assessment over the remaining months of the fiscal year or levy the assessment immediately against each Condominium. 6.5 CAPITAL IMPROVEMENT ASSESSMENT In addition to any other assessments provided for hereunder, the Association may levy a Capital Improvement Assessment for the purpose of defraying, in whole or in part, the cost of any construction or replacement of a capital improvement in accordance with the provisions of Section 4.3.7. Capital Improvement Assessments shall be due and payable by all Owners in such installments and during such period or periods as the Board shall designate. 6.6 RECONSTRUCTION ASSESSMENTS Reconstruction Assessments may be levied by the Board under the conditions and in the manner specified in the Article hereof entitled "Destruction of Improvements." • 64824T01/SD Indugrial Comlominiums of Temecula 88888-721/5-19-06/1.1,&1, -22- CC&Rs i 6.7 ENFORCEMENT ASSESSMENTS The Association may incur and levy an Enforcement Assessment against any Owner who causes damage to the Common Area and/or the Association Property or for bringing an Owner or his or her Condominium into compliance with the provisions of the Governing Documents and/or any other charge designated an Enforcement Assessment in the Governing Documents, together with attorneys' fees, interest and other charges related thereto as provided in this Declaration. If the Association undertakes to provide materials or services which benefit individual Owners, then such Owners in accepting such materials or services agree that the costs thereof shall be an Enforcement Assessment. The Board shall have the authority to adopt a reasonable schedule of Enforcement Assessments for any violation of the Governing Documents. If, after Notice and Hearing as required by this Declaration and that satisfies California Corporations Code Section 7341 and any successor statutes or laws, the Owner fails to cure or continues such violation, the Association may impose an additional fine each time the violation is repeated, and may assess such Owner and enforce the Enforcement Assessment as herein provided for nonpayment of an assessment. A hearing committee may be established by the Board to administer the foregoing. Notwithstanding any other provision in this Declaration to the contrary, except as provided in Section 6.12 of this Declaration, Enforcement Assessments are assessments but they may not become a lien against the Owner's Condominium that is enforceable by a power of sale under California Civil Code Sections 2924, 2924b and 2924c or any successor statutes or laws. This restriction on enforcement is not applicable to late payment penalties for delinquent assessments or charges imposed to reimburse the Association for loss of interest or for collection costs, including reasonable attorneys' fees, for delinquent assessments. 6.8 LIMITATION ON ASSESSMENTS Any assessments levied pursuant to this Declaration or any other Governing Document shall not exceed the maximum amount permitted by applicable law. 6.9 ALLOCATION OF ASSESSMENTS TO CONDOMINIUMS Each Owner of a Condominium as to which assessments have commenced shall pay its Allocable Share of Regular Assessments. Special Assessments, Reconstruction Assessments and Capital Improvement Assessments shall be allocated in the same manner as Regular Assessments. Enforcement Assessments shall be levied directly to the individual Condominiums in a manner consistent with the provisions of this Declaration. The Square Footage determination of the Association is binding on all Owners. By accepting a deed to its Unit, each Owner acknowledges and agrees that it shall have no right to challenge the Square Footage of such Owner's Unit as determined by the Association. The Square Footage calculations for all Units, Buildings and the Project shall be kept in the records of the Association. 6.10 DATE OF COMMENCEMENT OF REGULAR ASSESSMENTS: DUE DATES The Regular Assessments provided for herein shall commence as to all Condominiums subject to this Declaration on the first day of the month following the conveyance of the first Condominium to an Owner. 648247D1/SD In'honal CoMominlunu of Temaculu 88888-721/5-19-06/lab/¢h -23- CC&R,a 6.11 NOTICE AND ASSESSMENT INSTALLMENT DUE DATES A single ten (10) day prior written notice of each Special Assessment and Capital Improvement Assessment shall be given to each Owner. The due dates for the payment of installments normally shall be the first day of each month unless some other due date is established by the Board. Each installment of Regular Assessments, Special Assessments and Capital �. Improvement Assessments shall become delinquent if not paid within fifteen (15) days after its due date. There shall accrue with each delinquent installment a late charge, interest charge to be set by the Board and reasonable costs of collection, including attorneys' fees, which shall not, in any event, exceed the maximum rates permitted under California Civil Code Section 1366, and any successor statutes or laws. 6.12 COLLECTION OF ASSESSMENTS, LIENS. 6.12.1 Right to Enforce. The right to collect and enforce assessments is vested in the Board acting for and on behalf of the Association. The Board or its authorized representative can enforce the obligations of the Owners to pay assessments provided for in this Declaration by commencement and maintenance of a suit at law or in equity, or the Board may foreclose by judicial proceedings or through the exercise of the power of sale pursuant to Section 6.12.2 enforce the lien rights created. Suit to recover a money judgment for unpaid assessments together with all other Additional Charges shall be maintainable without foreclosing or waiving the lien rights. Notwithstanding anything else to the contrary herein, except for monetary penalties imposed by the Association to reimburse the Association for costs incurred by the Association in the repair of damage to Association Property and facilities for which the Member was allegedly responsible, which may become a lien on the Owners Unit, a monetary penalty imposed by the Association as a disciplinary measure for failure of a Member to comply with the Governing Documents or in bringing the Member and his or her Unit into compliance with the Governing Documents may not be characterized nor treated as an assessment which may become a lien against the Member's Unit enforceable by a sale of the interest hereunder. The limitation in the preceding sentence however, does not apply to any Additional Charges. 6.12.2 Notice of Assessments and Foreclosure. The Association shall distribute a written notice regarding assessments and foreclosure as set forth in California Civil Code Section 1365.1 during the sixty (60) day period immediately preceding the beginning of the Association's fiscal year. 6.12.3 Delinquent Assessments. The Association shall comply with the requirements of California Civil Code Section 1367.1 and any successor statutes or laws when collecting delinquent assessments. The Board or its authorized representative must send to the delinquent Owner or Owners, at least thirty (30) days prior to the recordation of a lien against the delinquent Owner's Unit (as set forth in Section 6.12.4), a written notice by certified mail, which notice shall contain all of the information specified in California Civil Code Section 1367.1 and any successor statutes or laws ("Initial Notice"). The delinquent Owner may dispute the debt noticed pursuant to the Initial Notice by submitting to the Board a written explanation of the reasons for the delinquent Owner's dispute ("Owner Explanation"). The Board shall respond to the Owner Explanation in writing to the delinquent Owner within the time frame set forth in California Civil Code Section 1367.1 and any successor laws or statutes. The delinquent Owner 648247.0I/SD Industrial CoiWoml m.,of'femecula 88888-721/5-19-06/tab/mh -24- CC&Rs may submit a written request to the Board to meet with the Board to discuss a payment plan for the debt noticed in the Initial Notice. The Board shall meet with the delinquent Owner in executive session within the time frame set forth in California Civil Code Section 1367.1 and any successor laws or statutes. The Association shall provide the Owners the standards for payment plans if any exists. 6.12.4 Creation of Lien. If there is a delinquency in the payment of any assessment, or installment on a Condominium, any amounts that are delinquent, together with the late charge described in California Civil Code Section 1366 and any successor statutes or laws interest at the rate permitted in such Section, and all costs that are incurred by the Board or its authorized representative in the collection of the amounts, including reasonable attorneys' fees, shall be a lien against such Condominium upon the recordation in the Office of the County Recorder of a notice of delinquent assessment ("Notice of Delinquent Assessment") as provided in California Civil Code Section 1367 and any successor statutes or laws. After its recordation, the Notice of Delinquent Assessment shall be mailed to all Owners of record as provided in California Civil Code Section 1367.1 and any successor statutes or laws. 6.12.5 Assignment. The Association may not voluntarily assign or pledge the Association's right to collect payments or assessments, or to enforce or foreclose a lien to a third party except where provided under California Civil Code Section 1367.1(g) and any successor statutes or laws. 6.12.6 Notice of Default; Foreclosure. The Board or its authorized representative can record a notice of default and can cause the Condominium with respect to which a notice of default has been recorded to be sold in the same manner as a sale is conducted under California Civil Code Sections 2924, 2924b and 2924c and any successor statutes or laws, or through judicial foreclosure, and as provided in California Civil Code Section 1367.1 and any successor statutes or laws. However, as a condition precedent to the holding of any such sale under Section 2924c, appropriate publication shall be made. In connection with any sale under Section 2924c, the Board is authorized to appoint its attorney, any officer or director, or any title insurance company authorized to do business in California as trustee for purposes of conducting the sale. The fee of the trustee shall not exceed the amounts prescribed in California Civil Code Sections 2924c and 2924d. If (a) a delinquency is cured before sale, or before completing a judicial foreclosure, or (b) if it is determined that a lien previously recorded against a Condominium was recorded in error, the Board or its authorized representative, within the time frame set forth in California Civil Code Section 1367.1 and any successor statutes or laws, shall cause to be recorded in the office of the County Recorder a certificate setting forth the satisfaction or rescission of such claim and release of such lien upon payment of actual expenses incurred, including reasonable attorneys' fees by any delinquent Owner. If the lien was satisfied, the Association shall provide the delinquent Owner a copy of the lien release or notice that the delinquent assessment has been satisfied and if the Association filed a rescission of the lien, then the Association shall provide such Owner with a declaration that the lien filing or recording was in error and a copy of the lien release or notice of rescission. Any payments made on delinquent assessments shall be applied in accordance with California Civil Code Section 1367.1 and any successor statutes or laws. On becoming delinquent in the payment of any assessments, or installments each delinquent Owner shall be deemed to have absolutely assigned all rent, issues and profits of his or her Condominium to the Association and shall further be deemed to have 64824Z01/SUIndustrial Condominiums o(1'e.wflu 88888-721/5-19-06/Iab/,ch -25- CC&Rs consented to the appointment of a receiver (which appointment may, at the election of the Association, be enforced by the Association through specific performance). The Association, acting on behalf of the Owners, shall have the power to bid upon the Condominium at foreclosure sale and to acquire, hold, lease, mortgage and convey the Condominium and vote as an Owner of the Condominium. 6.12.7 Payments Under Protest. Notwithstanding any other provisions set forth in this Section 6.12, the Owners shall have the right to make certain payments under protest and be entitled to alternative dispute resolution as provided in California Civil Code Sections 1354, 1366.3 and 1367.1 and any successor statutes or laws, as provided in Section 16.2 hereof. 6.12.8 Payment of Assessments. Any payments under sums due under this Article shall first be applied to assessments owed, and only after assessments owed has been paid in full shall the payments be applied to the fees and costs of collections, attorney's fees, late charges or interest. If an Owner requests a receipt after payment of a delinquent assessment, the Association shall provide a receipt which sets forth the date of payment and the individual who received such payment. 6.12.9 Notice to Mortgagees of Right to Cure. If the Association files a Notice of Delinquent Assessment as provided above, it shall give notice of such filing to any Mortgagee which shall have given written notice to the Association of its desire to receive such notice. Such Mortgagee shall have the right, but not the obligation, both before and for sixty (60) days after notice of the recording of the Association's lien, to cure such defaults, including the payment ofinterestand other charges as provided herein; provided, however, that in any event such Mortgagee shall retain all of its rights provided in Article 14 whether or not such Mortgagee takes any action to cure. 6.13 SUBORDINATION OF LIEN TO MORTGAGES When a Notice of Delinquent Assessment has been recorded, such assessment shall constitute a lien on such delinquent Owner's Condominium prior and superior to all other liens, except, (a) all taxes, (b) bonds, assessments and other levies which, by law, would be superior thereto, and (c) any Mortgage now or hereafter placed upon any Condominium subject to assessment. The sale or transfer of any Condominium pursuant to judicial or nonjudicial foreclosure (excluding a transfer by a deed in lieu of foreclosure) of a Mortgage shall extinguish the lien of such assessments as to payments which became due prior to such sale or transfer. No sale or transfer shall relieve such Condominium from any assessments thereafter becoming due or from the lien of any subsequent assessment. Where the Mortgagee of a Mortgage or other purchaser of a Condominium obtains title to the same as a result of foreclosure (excluding a transfer by a deed in lieu of foreclosure), such acquiror of title, his or her successors and assigns, shall not be liable for the share of the Common Expenses or assessments by the Association chargeable to such Condominium that became due prior to the acquisition of title to such Condominium by such acquiror, except for a share of such charges or assessments resulting from a reallocation of such charges or assessments which are made against all Condominiums. 6.14 NO OFFSETS 648247.01/SD 1,Wu,triv1 Cmtdoml,,wmc of Temecula 88888-721/5-19-06/lab/mh -26- CC&Rs All assessments shall be payable in the amounts specified by the particular assessment and no offsets against such amount shall be permitted for any reasons, including, without limitation, a claim that the Association is not properly exercising its duties of maintenance, operation or enforcement. 6.15 PERSONAL LIABILITY OF OWNER No Owner may exempt himself or herself from personal liability for assessments, nor any part thereof, levied by the Association, nor release the Condominium owned by him or her from the liens and charges hereof by waiver of the use and enjoyment of the Common Area or Association Property and facilities thereof, or by abandonment of such Owner's Condominium. 6.16 TRANSFER OF PROPERTY After transfer or sale of property within the Project, the selling Owner or Owners shall not be liable for any assessment levied on such Owner or Owner's Condominium after the date of such transfer of ownership if written notice of such transfer is delivered to the Association. The selling Owner shall still be responsible for all assessments and charges levied on his or her property prior to any such transfer. 6.17 FAILURE TO FIX ASSESSMENTS The omission by the Board to fix the assessments hereunder before the expiration of any year, for that or the next year, shall not be deemed either a waiver or modification in any respect of the provisions of this Declaration or a release of the Owner from the obligation to pay the assessments or any installment thereof for that or any subsequent year, but the assessment fixed for the preceding year shall continue until a new assessment is fixed. 6.18 PROPERTY EXEMPT FROM ASSESSMENTS The Association Property shall be exempt from the assessments, charges and liens created herein. 6.19 RESERVE FUND The Association shall maintain as a reserve fund a reserve account fund sufficient to pay for maintenance, repair and periodic replacement of the Common Area and Association Property Improvements that the Association is obligated to maintain. 6.20 INSPECTION OF BOOKS AND RECORDS Upon request, any Owner shall be entitled to inspect the books, records and financial statements of the Association, the Governing Documents and any amendments thereto during normal business hours or under other reasonable circumstances. 6.21 INITIAL CAPITAL CONTRIBUTION 648247DI/SD Industrial Coudomiolums of"len, c la 88888-721/5-19-06/lab/rch -27- CC&Rs Upon acquisition of record title to a Condominium from Declarant, each Owner shall contribute to the capital of the Association an amount equal to IThis will ultimately depend on your budget.11 ARTICLE 7 USE RESTRICTIONS 7.1 RESTRICTIONS OF MASTER DECLARATION Each Owner shall comply with all of the restrictions set forth in the Master Declaration, including, without limitation, the restrictions relating to the use of the Property set forth in Article VIII of the Master Declaration, all of which are incorporated by reference into and made a part of this Declaration. To the extent that any restriction in the Master Declaration requires the approval of the "Declarant" and/or the `Board", then, for purpose of compliance with this Declaration, Owner shall, in addition to obtaining the necessary approvals under the Master Declaration also obtain approval from the Declarant and/or the Board under this Declaration. The provisions set forth in this Article 7 are in addition to the restrictions set forth in the Master Declaration and each Owner shall, in addition to complying with the restrictions set forth in the Declaration, comply with the restrictions set forth in the Master Declaration. In the event of any conflict between this Declaration and the Master Declaration, the Master Declaration shall control. 7.2 PROHIBITED USES No use or operation shall be made, conducted or permitted on or with respect to all or any part of the Project, which use or operation violates applicable laws, regulations, or ordinances, or the provisions of this Declaration or the Master Declaration. In addition to the foregoing, no Condominium or any part of the Project shall be used for an activity or purpose considered by the Association to pose a safety hazard or health risk within the Project. 7.3 RENTAL OF CONDOMINIUMS An Owner shall be entitled to rent the Owner's Condominium subject to the restrictions contained in this Declaration. Any rental or leasing agreement shall be in writing, shall provide that the lease or rental is subject to the Governing Documents and shall provide that any failure to comply with any provision of this Declaration or the Governing Documents shall be a default under the terms of the lease agreement. A copy of this Declaration shall be made available to each tenant or lessee by the Owner so renting or leasing. The Owners shall, at all times, be responsible for their tenant's or lessee's compliance with all of the provisions of this Declaration pursuant to the occupancy and use of the Condominium. A lessee shall have no obligation to the Association to pay assessments imposed by the Association nor shall any lessee have any voting rights in the Association. All Owners who rent their Condominiums shall submit names and contact numbers for their tenants to the management company for the Project. 7.4 SIGNS 64824Z01/SD Indaanal Condominiwns of'femccola 88888-721/5-19-06/lab/rch -28- CC&Rs No signs or other advertising device whatsoever, including without limitation, commercial, political and similar signs, shall be erected or maintained within the Project except: (a) such signs as may be required by legal proceedings; (b) identification and other signs placed or displayed by Owners or tenants of Condominiums on or in such Condominium in accordance with the Master Declaration, the Architectural Guidelines, if any, and with all applicable federal, state and local laws and regulations; (c)job identification signs during the time of construction of any portion of the Project by Declarant; and (d) signs used by Declarant for the purpose of developing, improving and selling Condominiums. So long as Declarant owns any interest in the Project, all identification and other signs for Condominiums (and any changes thereto) referenced in (b) above are subject to the prior written approval of Declarant. 7.5 INSIDE AND OUTSIDE INSTALLATIONS No Alteration, other than as may be constructed by Declarant as part of the initial construction of the Project, shall be commenced without the prior written approvals required under Article 9 of this Declaration. Nothing shall be done in or to any Condominium which will or may tend to impair the structural integrity of any other attached Condominium or other Improvement in the Property or which would structurally alter any such building except as otherwise expressly provided herein. In addition to the foregoing, all improvements installed or constructed by an Owner within the Project must be completed in accordance with applicable laws, including, but not limited to, the laws, regulations and ordinances of the City. Notwithstanding anything to the contrary contained herein, in no event shall an Owner of a Unit within Building C, as shown on the Condominium Plan, be permitted to install a mezzanine. IlCoordinate with Condo Plan. 7.6 NO MECHANICS' LIENS No Owner shall cause or permit any mechanic's lien to be filed against any portion of the Project for labor or materials alleged to have been furnished or delivered to the Project or any for such Owner, and any Owner who does so shall immediately cause the lien to be discharged within five (5) days after notice to the Owner from the Board. If any Owner fails to remove such mechanic's lien, the Board may discharge the lien and charge the Owner an Enforcement Assessment for such cost of discharge. 7.7 OUTSIDE STORAGE No Owner shall use any Association Property or exterior Common Area for storage purposes. 7.8 EXTERIOR LIGHTING Any exterior electrical, gas or other artificial lighting installed on any Unit shall be positioned, screened, or otherwise directed or situated and of such controlled focus and intensity so as not to unreasonably disturb the occupants of property adjacent to the Property. Further rules regarding exterior lighting may be promulgated by the Board or, if appointed, Board. 7.9 DRAINAGE • There shall be no interference with the established drainage pattern over the Property, unless an adequate alternative provision is made for proper drainage with the prior written approval of the 648247.01/SD Industrial Condominiums of Temecula 88888-721/5-19-06/lab/mh -29- CC&Rs Board. For the purpose hereof, "established" drainage is defined as the drainage shown on the grading and drainage plan approved by the City or that which is shown on any plans approved by the Board. No Owner shall dispose of any Hazardous Materials in any drains. If such Owner fails to maintain such drainage and, as a result, imminent danger or damage to person or property may result to the other Owners, then the Association shall have the right of access onto such area for the purpose of clearing debris and other material so as to not impede the flow of water. This right of access shall be exercised only for the purpose of preventing damage to persons and property and the entering party shall use reasonable care so as to not cause any damage to such areas. The Owner shall reimburse the Association for any costs and expenses incurred in clearing such debris pursuant to Section 4.3.2 of this Declaration. 7.10 ANTENNAE AND SATELLITE DISHES No Owner shall install any antenna, satellite dish, or other over-the-air receiving device ("Antenna") (i) on any real property which such Owner is not entitled to exclusively use or control, as provided in Title 47 U.S.C. §§ 1 et seq., 47 CFR § 1.4000 and any other applicable laws, rules and decisions promulgated with respect thereto and any successor statutes or laws ("collectively "Antenna Laws"), (ii) in a particular location if, in the Board's opinion, the installation, location or maintenance of such Antenna unreasonably affects the safety of the Owners or any other Person, or for any other safety-related reason established by the Board, or (iii) that is of a size larger than is permitted under the Antenna Laws. If an Owner is entitled to install an Antenna under the foregoing requirements, such Owner shall provide the Board with written notice that such Owner has installed or is about to install the Antenna. If an Owner desires to install an Antenna, other than as described in (i) through (iii) above, such Owner may do so only upon the prior approval of the Board pursuant to Article 9. The Board shall not impose or enforce any restrictions upon Antennae that are inconsistent with the Antenna Laws. 7.11 PARKING SPACES All vehicles parked within the Project by an Owner or by such Owner's Invitees must be parked in such Owner's Assigned Parking Spaces and in accordance with the Master Declaration. There shall be no parking in the Project that obstructs free traffic flow, constitutes a nuisance, violates the Rules and Regulations, or otherwise creates a safety hazard. No maintenance, repair, restoration, or construction of any vehicle shall be conducted on the Property. Subject to the rights of Declarant to control the parking spaces which have not been assigned by Declarant, the Board may establish additional regulations regarding parking areas not assigned to Condominiums, including designated "parking," "guest parking" and "no parking" areas. The Board may take all actions necessary to enforce all parking and vehicle use regulations for the Property, including removing violating vehicles from the Project pursuant to California Vehicle Code Section 22658.2 or other applicable laws. If the Board fails to enforce any of the parking or vehicle use regulations, the County may enforce such regulations. No vehicle shall be parked in any Assigned Parking Space if such vehicle does not completely and clearly fit between the painted parking lines designated for an Assigned Parking Space or otherwise physically fit wholly within the designated space or any other portion of the parking areas in the Project designed for ingress and egress of vehicles. • 648247,01/SD Industrial Condominiums of Temecula 88888-721/5-19-0b/Inb/,,h -30- CCgg, 7.11.1 Leasing. The Owner of a Condominium may lease to other Owners in the Project such Owner's Assigned Parking Space(s), subject to all the requirements of this Declaration and the Rules and Regulations, if any, as such documents may be amended from lime-to-time. The conveyance of the Condominium by an Owner shall terminate the lease of an Assigned Parking Space. Rental of an Assigned Parking Space shall not give to any lessee the right to vote or any other rights of membership in the Association. 7.12 OFFENSIVE CONDUCT; NUISANCES No noxious or offensive activities, shall be conducted within the Project. Nothing shall be done on or within the Project that may be or may become a nuisance to the residents of the Project. No odorous matters shall be emitted upon or about the Project in such quantity as to be readily detectable outside the physical boundaries of the space within which such odor was generated. 7.13 TOXIC OR NOXIOUS MATTER No person shall discharge into the Project's sewer system, storm drain or any toxic or noxious matter in such concentrations as to be detrimental to or endanger the public health, safety, welfare, violate any law, subject any Owner to liability under state and federal law for any clean- up or cause injury or damage to neighboring property or business elsewhere on the Project. 7.14 AIR POLLUTION No air pollutants or contaminants sufficient to create a nuisance shall be discharged, and no processes which by their nature are likely to cause air pollution shall be undertaken or permitted unless there is available an adequate, economically feasible method of controlling the omission or contaminates, and such controls are applied by the Board. 7.15 ENVIRONMENTAL MATTERS 7.15.1 Duties of Owners. No Owner shall generate, use, store, transport, or handle Hazardous Materials within the Property or otherwise permit the presence of any Hazardous Materials on, under, or about the Property or transport any Hazardous Material to or from the Property, unless such Hazardous Materials are generated, used, stored, transported, or handled in the ordinary course of business operations and in strict compliance with all Environmental Laws. Disposal, dumping or releasing Hazardous Materials or wastes within the Property is strictly forbidden. Except with respect to the proper installation, maintenance and operation of underground storage tanks in accordance with Environmental Laws in connection with the operation of a gasoline dispensing facility (to the extent permitted herein), no Owner shall install, operate or maintain any underground storage tanks or similar device on or about its Unit. Each Owner with respect to its Unit, shall immediately notify the other Owners by providing a copy of the following with respect to such Owner's Unit-. (i) any notice of violation or potential or alleged violation of any laws, ordinances or regulations which the Owner shall have received from any third party or governmental agency concerning the use, storage, release 648247.01/SD Indu,m,,1 Condominiums of'I'cmccula 88888-RI/5-19-06/Inbhch -31- CC&R. and/or disposal of Hazardous Materials; (ii) any and all inquiry, investigation, enforcement, cleanup, removal or other third party or governmental or regulatory actions instituted or threatened relating to the Property; (iii) all claims made or threatened by any other Owner relating to any Hazardous Materials; and (vi) any release of Hazardous Materials on or about the Property which such Owner knows of or reasonably believes may have occurred. 7.15.2 Specific Substances. No Owner shall introduce, or permit any of its Invitees to introduce, Hazardous Materials into any portion of the Project unless such Hazardous Materials are generated, used, stored, transported, or handled in the ordinary course of business operations. 7.15.3 Cleanup of Hazardous Materials. In the event Hazardous Materials are released within the Project in violation of these provisions or any Environmental Laws and such release occurred as a direct or indirect result of an Owner's or its Invitees' use, handling, storage or transportation of such Hazardous Materials, such Owner engaged in such activity or whose Invitee engaged in such activity shall be solely responsible and shall be liable for the prompt cleanup and remediation of any resulting contamination and will indemnify, protect, defend and hold harmless the Declarant, Association, the other Owners, and any management company from all Claims suffered by or incurred by such parties, except to the extent caused by the negligence or willful misconduct of such other Owner. 7.16 STRUCTURAL ALTERATIONS Except as permitted under Article 9 of the Declaration, no structural alterations to the interior of or Common Area surrounding any Unit shall be made and no plumbing, electrical or other work which would result in the penetration of the unfinished surfaces of the ceilings, walls or floors shall be performed by any Owner without the prior written consent of the Board, and, if required under Article 9, the Declarant. 7.17 COMPLIANCE WITH LAWS ETC Nothing shall be done or kept in any Unit or in the Common Area or the Association Property that might increase the rate of, or cause the cancellation of, insurance for the Project, or any portion of the Project. No Owner shall permit anything to be done or kept in his or her Condominium that violates any law, ordinance, statute, rule or regulation of any local, county, state or federal body, including any laws, ordinances or statutes pertaining to the use or storage of any hazardous, contaminated or toxic materials. No Owner shall allow furniture, furnishings, or other personalty belonging to such Owner to remain within any portion of the Common Area or the Association Property except as may otherwise be permitted by the Board or the Rules and Regulations, if any. Window tinting and coverings shall be subject to the approval of the Board. 7.18 TRASH DISPOSAL Trash, garbage or other waste shall be kept only in sanitary containers. No Owner shall permit or cause any trash or refuse to be kept on any portion of the Project other than in the receptacles customarily used for it, which, shall be located only in places specifically designated for such purpose in the Rules and Regulations, if any. 648247.01/SD h,&,t ial Condominium,of Tmm¢ula 8888S 721/5-19-06/1ab/, h -32- CC&Rs • 7.19 INDEMNIFICATION Each Owner shall be liable to the remaining Owners and the Association for any damage to the Common Area and the Association Property that may be sustained by reason of the negligence or willful misconduct of that Owner, or the Owner's Invitees, but only to the extent that any such damage is not covered by insurance proceeds received by the Association. Each Owner, by acceptance of his or her deed, agrees for such Owner and for the Owner's Invitees, to indemnify each and every other Owner and the Association, and to hold each Owner and the Association harmless from, and to defend such other Owner and the Association against, any claim of any person for personal injury or property damage caused by the negligence or willful misconduct of such Owner, unless the injury or damage occurred by reason of the negligence or willful misconduct of any other Owner or the Association. Upon demand by the Association, each Owner shall be responsible for the payment of any deductible amount payable under the Association's insurance policy as a result of any claims arising as a result of the negligent or willful misconduct of such Owner or the Owner's Invitees. 7.20 COMPLIANCE WITH REQUIREMENTS REGARDING PROJECT STORM WATER POLLUTION . Each Owner and the Association acknowledges that water that enters a storm drain flows directly, without any treatment, to waterways, creeks, streams, rivers, lakes and/or oceans. Accordingly, the National Pollutant Discharge Elimination System, the Federal Clean Water Act, and the policies and ordinances of the City prohibit discharging anything other than natural rain water into storm drainage systems, including gutters and streets which drain into storm drains. Toxic chemicals or hydrocarbon compounds such as gasoline, motor oil, antifreeze, solvents, paints, paint thinners, wood preservatives, fertilizers, lawn clippings, yard waste, detergents, pet waste, paints and other such materials and pollutants shall not be discharged into any street, public or private, gutters, or into storm drains or storm water conveyance systems. The disposal of such pollutants and materials into a storm drain system may result in significant penalties and fines and such Owner or the Association may be responsible for any activities by its contractors (e.g., painters, etc.) who dispose of such pollutants into a storm drain system. Use and disposal of pesticides, fungicides, herbicides, insecticides, fertilizers, and other such chemicals shall meet all requirements of any other governmental agencies having jurisdiction over the Property. All Owners within the Project and the Association are required to comply with such restrictions. Owners are encouraged to consult with the City, and other governmental authorities, concerning the proper disposal of any toxic or hazardous materials. 7.20.1 Storm Water Pollution Prevention Best Management Practices. To comply with the requirements of the City in connection with the storm water pollution prevention best management practices, each Owner and the Association agrees that it will, at all times, maintain all Improvements located within a Unit, or in the case of the Association, within the Association Property and/or Common Area, in a clean, safe and attractive condition, free and clear of any and all debris. All trash receptacles within the Project shall be closed at all times except when disposing of trash. The Association and the Owners shall comply with all applicable Best Management Practices and perform all maintenance that may be imposed by any water quality management plan that may affect the Property. The costs of the Association's 648247.01/SD Ind¢vrial Condmniniums ofTemucula 88888-721/5-19-06/1Wrc6 -33- CC&R, portion of such maintenance, if any, shall be treated as Common Expenses. 1po you have a SWPPP? If so,please provide it for review.11 7.20.2 Liability to Declarant. So long as Declarant owns any Condominium, if an Owner or the Association is not in compliance with the provisions of this Section and, as a result, Declarant may incur any liability, Declarant shall have the right but not the obligation to enter upon the Unit or any other portion of the Property to correct such violation. Any Owner who violates the requirements of this Section and the Association shall indemnify, protect, defend and hold Declarant and Deelarant's officers, directors, successors and assigns entirely free and harmless from and against any liabilities, penalties, costs, expenses and actions, including, without limitation, attorneys' fees and costs arising from or attributed to a violation of the provisions of this Section and shall within fifteen (15) days after request from Declarant, reimburse Declarant for any costs and expenses incurred by Declarant in correcting any violation of this Section. ARTICLE 8 IMPROVEMENTS 8.1 MAINTENANCE OBLIGATIONS OF OWNERS. 8.1.1 Owners' Responsibilities. Subject to any provisions of the Governing Documents, each Owner shall maintain, repair and replace in a first-class condition the following: (a) All portions of such Owner's Unit, including, without limitation, the interior surfaces of the Unit; (b) The Utility Facilities servicing his or her Unit and located either within or outside the Unit, so long as those systems are used exclusively by such Owner and not in common, including, without limitation, the HVAC unit on the roof of the Building; provided however, that Owners shall be required to use contractors pre-approved by the Association for the maintenance of roof mounted HVAC equipment; (c) Windows enclosing an Owner's Unit, frames and tracks of glass doors and windows, if any; (d) Dividing Walls (except for Shear Walls); and (e) Doors enclosing an Owner's Unit. 8.2 DIVIDING WALLS Each Owner shall have the obligation to maintain, repair and replace the interior surface of the Dividing Wall and the Owners shall share, on an equitable basis, the cost of repairing and replacing the structure of the Dividing Wall (except for a Shear Wall). The Owner on each side of the Dividing Wall shall have a reciprocal non-exclusive easement to the Unit immediately adjacent to the Dividing Wall for the limited purpose of constructing, maintaining, repairing and replacing the Dividing Wall. 648247,016D h,&,16.1 C.ndo.mm.,of Tmmcula 88888-721/5-19-06/1,01,ch -34- CC&Rs Al 8.3 FAILURE TO MAINTAIN If an Owner fails to maintain the Owner's Unit and items as provided above or make repairs thereto in such manner as shall be deemed necessary in the judgment of the Board to preserve the attractive appearance thereof and protect the value thereof, the Board shall give written notice to such Owner, stating with particularity the work of maintenance or repair which the Board finds to be required and requesting that the same be carried out within a period of thirty (30) days from the giving of such notice. If the Owner fails to carry out such maintenance or repair within the period specified by the notice, the Board shall cause such work to be completed and shall assess the cost thereof to such Owner as an Enforcement Assessment in accordance with the procedures set forth in this Declaration. If any Owner damages the roof or roof membrane of the Building in which such Owner's Unit is located, whether during the maintenance of such Owner's roof- mounted HVAC equipment or otherwise, such Owner shall be responsible for the cost of any roof repairs required as a result of such damage. 8.4 MAINTENANCE OBLIGATIONS OF ASSOCIATION. 8.4.1 Maintenance of Common Area and Association Property. Except for the maintenance responsibilities of Owners described in Section 8.1, the Association shall be responsible for the general clean-up, maintenance, repair, replacement of all Common Area and Association Property [(excluding the Master Association Maintenance Areas, except as otherwise provided for herein)]. The Association shall provide for all necessary maintenance services and cause all acts to be done which may be necessary or proper to assure the maintenance of the Common Area and Association Property in first-class condition, including without limitation, any fuel modification measures required by the applicable governmental authorities. The Association's maintenance, repair and replacement obligations shall include without limitation, the following: (a) the landscaping, irrigation systems, hardscape and drainage within the Association Property and Common Areas, including the Assigned Parking Spaces; (b) the gang mail boxes 11will you have "grouped"mailboxes?11, trash enclosures, exterior lighting and monument sign within the Association Property; (c) exterior walls, roofs, foundations, bearing walls, and structural components of the Buildings (including the Shear Walls), subject to the obligations of any Owners to perform maintenance obligations as provided in Section 8.1; and (d) all Utility Facilities that serve more than one Unit (whether located within the Units, in the Common Area or outside the Buildings) which are not maintained by a public entity, utility company or improvement district. 8.4.2 Damage by Owners. Notwithstanding the provisions of Section 8.4.1, if an Owner or Owner's Invitees causes damage to any portions of the Project which are otherwise the obligation of the Association to maintain, the Owner shall be responsible for reimbursing the Association for all costs of repairing such damage and the Association may levy an Enforcement • Assessment. 648147.01/SD Indm��inl Condominiums of TemecWn 89889-721/5-19-06/lab/ich -35- CC&Rs 8.5 FUTURE CONSTRUCTION Nothing in this Declaration shall limit the right of Declarant to complete construction of Improvements to the Common Area and Association Property and to Condominiums owned by Declarant or to alter them or to construct additional Improvements as Declarant deems advisable before completion and sale of the entire Project. 8.6 WATER METERS Each Owner, by acceptance of a deed, acknowledges that the water and sewer service is provided to the Project by the City or applicable utility company ("Service Provider"). In connection with the development of the Project, Declarant has installed several public water meters for the Project. Some of the meters will meter the water used for irrigation purposes associated with the irrigation of the Association Property and certain other portions of the Project which the Association is obligated to maintain. The other public water meters will be used to measure water usage of each of the individual Buildings situated within the Project. IlPlease verify meter set-upll Service Provider will then prepare a bill based upon overall water usage of each of the Buildings within the Project. The Association will be responsible for the payment of this bill to Service Provider and each Owner will be responsible for paying its Allocable Share of such water bill to the Association. 8.6.1 Submeters. The Board, in its discretion, shall have the right to install individual submeters on each Building that measure water usage for each of the individual Units within a Building. If the Board elects to install submeters, in order to calculate the share attributable to each Unit, for water, sewer and other charges imposed by the Service Provider, the Association shall have the right to enter into a contract with a water metering service company ("Metering Company"). The Metering Company will be responsible for reading the individual submeters, allocating the water, sewer and other charges imposed by the Service Provider for each Building to the individual Units and preparing the individual bills for delivery to each Owner. Additionally, the Metering Company will impose a service charge for their services which will be charged to each Owner. The Metering Company will provide to the Association a statement of all amounts received from the Owners on a regular basis. 8.6.2 Payment of Water and Sewer Bills. Each Owner will be responsible for paying directly to the Association or Metering Company, if any, such Owner's share of water, sewer and other charges imposed by the Service Provider and the service charge to the Metering Company, if any. If an Owner fails to pay any amounts when due, such Owner will be responsible for any penalties or delinquent amounts levied by the Service Provider and the Metering Company, if any. Additionally, the Association shall have the right to cure any failure by an Owner ("Defaulting Owner") to pay the amounts due to the Service Provider. If the Association elects to cure such default, then the defaulting Owner will be responsible for reimbursing the Association. If the Defaulting Owner fails to reimburse the Association, the Association will be entitled to impose an Enforcement Assessment as provided under this Declaration, may shut off water service to the Defaulting Owner's Unit or may pursue any other remedies as provided under this Declaration. Each Owner shall also have the obligation to maintain, repair and replace the submeter providing service to such Owner's Unit, if any. If an Owner fails to maintain such water meters, the Association shall be entitled to maintain, repair 648247.01/SD In�uariul Condaminionu of'remecula 88888-721/5-19-06/Inb/rch -36- CC&R. and replace the water meter and charge the cost thereof to the Owner as an Enforcement Assessment or pursue any other remedies as provided under this Declaration. ARTICLE 9 ARCHITECTURAL REVIEW 9.1 SCOPE No Alterations of any kind whatsoever (including, without limitation, the extension of gas service lines to a Unit) shall be commenced until complete plans and specifications showing the location, nature, kind, shape, height and materials, including the color and any other requirements set forth in the Architectural Guidelines ("Plans and Specifications"), have been submitted to and approved in writing by the Board in accordance with the procedures set forth in the Architectural Guidelines. The Board shall not approve any Plans and Specifications without first submitting such Plans and Specifications for review and comment to an architect, landscape architect, engineer or other consultants as deemed appropriate in the determination of the Board based on the nature of the proposed Alterations (collectively the "Outside Consultant"), which Outside Consultant is duly qualified and licensed in the State of California and has no current financial or ownership interest in the Project. The choice of the Board as to the selection of the Outside Consultants shall be deemed to be final. All fees, costs and expenses associated with retaining the Outside Consultant shall be borne by the submitting Owner as provided in Section 9.8 hereof. Notwithstanding the foregoing, the reconstruction of a Unit or other Improvements that were originally constructed by Declarant or approved by the Board under this Article, shall not require such submittal, so long as such Improvements are constructed in accordance with the original process and specifications and in a manner otherwise consistent with this Article. In the discretion of tke Board, inspections of such Improvements in accordance with Section 9.5 hereof may be performed to ensure compliance with the original plans and specifications. In the event of a non-compliance with such plans and specifications, the Board shall have all of the rights to require ecxTec9ion of such work as provided in the Architectural Guidelines. 9.2 MASTER ARCHITECTURAL APPROVAL The approvals required to be obtained under this Declaration are in addition to the approvals required to be obtained from the Master Board. Upon approval by the Board of the Plans and Specifications for any Improvements in accordance with the provisions set forth in this Article 9, an Owner shall submit such Platys and Specifications to the Master Board for approval in accordance with the provisions and procedures set forth in the Master Declaration. If the Master Board disapproves the Plans and Specifications, and requires any changes thereto, then the revised Plans and Specifications shall be resubmitted to the Board for approval. In the event of a conflict between the Plans and Specifications approved by the Board and the Plans and Specifications approved by the Master Board, the Plans and Specifications approved by the Master Board shall control. The Board shall have the right to condition approval under this Article 9 upon receipt of evidence that an Owner has received the necessary preliminary and final approvals required under the Master Declaration. 9.3 ARCHITECTURAL GUIDELINES 648247.01/SD Md.wml Cood.n.... mof Temenda 88888-721/5-19-06/labhch -37- CC&R, The Board may, from time to time and in its sole discretion, adopt, amend and repeal, by unanimous vote, rules and regulations to be known as "Architectural Guidelines." The Architectural Guidelines shall interpret and implement the provisions hereof by setting forth the standards and procedures for architectural review and guidelines for architectural design of Alterations, placement of Alterations, color schemes, exterior finishes and materials and similar features which are recommended for use in the Project; provided, however, that the Architectural Guidelines shall not detract from or conflict with the standards required by this Declaration. 9.4 DUTIES AND POWERS OF BOARD FOR ARCHITECTURAL REVIEW It shall be the duty of the Board to consider and act upon such proposals or plans submitted to it pursuant to the terms hereof and the Architectural Guidelines, to administer the Architectural Guidelines to ensure that any Alterations constructed within the Property conform to plans approved by the Board, and to carry out all other duties imposed upon it by the Governing Documents related thereto. The Board may exercise all available legal and equitable remedies to prevent or remove any unauthorized and unapproved construction of Alterations within the Property or any portion thereof. Unless any such rules regarding submission of plans are complied with, such plans and specifications shall be deemed not submitted. The Board may delegate its review powers to an outside consultant experienced with the review of plans and specifications for Alterations, and in such case, such consultant may be compensated by the Association, as further provided in Section 9.8 and 9.9 below. 9.4.1 Time Limitations. The Architectural Guidelines shall set forth the periods for review and approval of Plans and Specifications as set forth in this Article. The Architectural Guidelines may also set forth time limitations for the completion of any Alterations for which approval is required. 9.4.2 Procedures. The Board shall implement the procedures for architectural review set forth in the Architectural Guidelines, which shall be followed by each Owner. The failure of the Board to include any particular standards or guidelines in the Architectural Guidelines shall not limit the right of the Board to enforce standards to protect the overall theme and development of the Property. 9.4.3 Conformity of Plans and Specifications. The Architectural Guidelines shall require the conformity of completed Alterations to the Plans and Specifications approved by the Board and to the Architectural Guidelines. The Board may, but shall not be required to record a notice of noncompletion if the Alterations have not been completed as required under this Declaration or, if permitted by law, to record a notice of noncompliance if the Alterations are not in conformance with the requirements of this Declaration identifying the violating Unit and its Owner and specifying the reason for the notice executed by the appropriate Board, in the Office of the County Recorder of Riverside County, California, and provide such notice to such Owner after the expiration of the time limitations established pursuant to Section 9.4.1 above or institute legal proceedings to enforce compliance or completion of the Alterations approved by the Board. • 9.5 INSPECTION AND CORRECTION OF WORK 648247.OUSD Indusvial Condominiums UTeme ]. 88888 721/5-19-06/Inb/mb -38- CC&Rs The Board or its duly authorized representative may enter into any Unit, from time to time, as provided below during the course of or after the construction or installation of any Alterations for the purpose of inspecting such construction and/or installation to determine whether it was performed in substantial compliance with the approved Plans and Specifications. If the Board determines that such construction and/or installation is not being done in substantial compliance with the approved Plans and Specifications, it shall notify the Owner of the Unit of such non-compliance not more than thirty (30) days after the inspection specifying particulars of non- compliance, and shall require the Owner to remedy such non-compliance. The Board may not enter onto a Unit without obtaining the prior permission of the Owner or occupant of such Unit; provided, however, that such prior permission shall not be unreasonably withheld and shall be given for entry by the Board during the daylight hours within forty-eight (48) hours of the request for entry. 9.5.1 Non-Compliance. If, upon the expiration of thirty (30) days from the date of such notification, the Owner shall have failed to remedy such non-compliance, the Board after affording the Owner Notice and Hearing, shall determine whether there is a non-compliance, and if so, the nature thereof and the estimated cost of correcting or removing the same. If non- compliance exists, the Board shall require the Owner to remedy or remove the same within a period of not more than thirty (30) days from the date of the Board ruling. If the Owner does not comply with the Board ruling within such period or within any extension of such period as the Board, in its discretion, may grant, the Board, at its option, may either remove the non- complying Improvement or remedy the non-compliance and the Owner shall reimburse the Association for all expenses incurred in connection therewith upon demand. If such expenses are not promptly repaid by the Owner to the Association, the Board shall levy an Enforcement Assessment against such Owner for reimbursement. 9.5.2 Failure to Notify. If for any reason the Board fails to notify the Owner of any non-compliance within ninety (90) days after receipt of said notice of completion from the Owner, the Improvement shall be deemed to be in accordance with said approved Plans and Specifications. 9.6 GOVERNMENT REGULATIONS If there is any conflict between the requirements or actions of the Board and the mandatory regulations or ordinances of any governmental entity relating to the Property, the government regulation or ordinance, to the extent that such regulations and ordinances are more restrictive, shall control and the Board shall modify its requirements or actions to conform to the government regulation or ordinance; provided, however, that if the governmental rules or regulations are less restrictive, the provisions of this Declaration shall nonetheless apply. The application by an Owner for review and approval by the Board of any Plans and Specifications or other submittals by such Owner shall in no way be deemed to be satisfaction of compliance with any applicable statute or law, or governmental rule or regulation or public utility requirement (hereinafter collectively referred to as "Additional Requirements"); provided, however, if the additional requirements are less restrictive than the provisions of this Declaration, the provisions of this Declaration shall nonetheless apply. Although the Association has the right to require evidence of City approval of the Alterations as a condition to review of the final Plans and Specifications, nothing contained herein shall impose on the Association the duty to obtain 648247,0 VSD Indu,atrial Condominiums o(Temec,la 88888-721/5-19-06/Inbhch -39- M-R, evidence of approval by the City of any Alterations as a condition to issuance of final approval or any liability on the Association as a result of the failure of the Association to request evidence of City approval. 9.7 DILIGENCE IN CONSTRUCTION Upon final approval by the Board of any Plans and Specifications, the Owners shall promptly commence construction and diligently pursue the same to completion. 9.8 FEE FOR REVIEW The Board shall have the right to retain third party consultants, and establish a fee for the review and approval of Plans and Specifications that must be submitted to the Board pursuant to the provisions of this Article. The Board shall have the right to hire any engineer or other consultant, the opinion of which the Board deems necessary in connection with its review of any plans submitted by any Owner and such Owner shall be liable for payment of such engineer's and/or consultant's fee. The Board shall have the right to hire any engineer or other consultant, the opinion of which the Board deems necessary in connection with its review of any plans submitted by any Owner, and such Owner shall be liable for payment of such engineers and/or consultants. 9.9 COMPENSATION The Board shall receive no compensation for services rendered, other than reimbursement by the Association for expenses incurred by them in the performance of their duties hereunder, unless the Association retains a professional architect, engineer or designer as a member of the Board for the purpose of providing professional services, in which event reasonable compensation for such member shall be approved by the Board. 9.10 INTERPRETATION AND APPEAL All questions of interpretation or construction of any of the terms or conditions herein shall be resolved by the Board, and its decision shall be final, binding and conclusive on all of the parties affected. 9.11 WAIVER The approval by the Board of any Plans and Specifications for any work done or proposed, or for any other matter requiring the approval of the Board under this Declaration, shall not be deemed to constitute a waiver of any right to withhold approval of any similar plan, drawing, specification or matter subsequently submitted for approval. 9.12 ESTOPPEL CERTIFICATE Within thirty (30) days after written demand is delivered to the Board by any Owner, and upon payment to the Association of a reasonable fee (as fixed from time to time by the Association), the Board shall record an estoppel certificate, executed by a majority of its members, certifying (with respect to any Unit of said Owner) that as of the date thereof, either: (a) all Alterations 638247.01/SD Imd,,,m,,l Condominiums of Temecula 88888-7215-19-06/lah/rch -40- CC&R, made and other work completed by said Owner comply with this Declaration, or (b) such Alterations or work do not so comply, in which event the certificate shall also identify the non- complying Alterations or work and set forth with particularity the basis of such non-compliance. Any purchaser from the Owner, or from anyone deriving any interest in said Unit through him, shall be entitled to rely on said certificate with respect to the matters therein set forth, such matters being conclusive as between the Association, Declarant and all Owners and such persons deriving any interest through thein. 9.13 LIABILITY Neither the Board nor any member thereof shall be liable to the Association or to any Owner for any damage, loss or prejudice suffered or claimed on account of (a) the approval or disapproval of any plans, drawings and specifications, whether or not defective; (b) the construction or performance of any work, whether or not pursuant to approved plans, drawings, and specifications; (c) the development of the Project or any property within the Project; or (d) the execution and filing of an estoppel certificate pursuant to Section 9.12, whether or not the facts therein are correct, provided, however, that such Board member has acted in good faith on the basis of such information as may be possessed by him. Without in any way limiting the generality of the foregoing, the Board, or any member thereof, may, but is not required to, consult with or hear the views of the Association or any Owner with respect to any plans, drawings, specifications or any other proposal submitted to the Board. 9.14 NON-APPLICABILITY TO DECLARANT The provisions of this Article shall not apply to any Improvements installed by the Declarant and the Board shall not have any rights of review or approval with respect thereto. 9.15 GOVERNMENT REQUIREMENTS The application to and the review and approval by the Board of any proposals, plans or other submittals shall in no way be deemed to be satisfaction of or compliance with any building permit process or any other governmental requirements, the responsibility for which shall lie solely with the respective Owner. 9.16 AMENDMENTS Notwithstanding the Article hereof entitled "Amendments," no amendment, verification or rescission of this Article may be had, nor shall Declarant, or any successor thereof, be prohibited from completing the construction of the Project prior to the conveyance by Declarant, or its successor, of the last Unit in the Project without the (i) written consent of Declarant, and the (ii) recording of such consent in the Office of the County Recorder. Such written consent shall not be required after the conveyance by Declarant (or its successors) of all the Units in the Project. 9.17 VARIANCES The Board may authorize variances from compliance with any of the architectural provisions of this Declaration. Such variances must be evidenced in writing, must be signed by at least two 648247 01/SD Industrial Condominiums oCTemeculn 88888-721/5-10-06/hbhch -41- CC&R, • (2) members of the Board. If such variances are granted, no violation of the covenants, conditions and restrictions contained in this Declaration shall be deemed to have occurred with respect to the matter for which the variance was granted. The granting of such a variance shall not operate to waive any of the terms and provisions of this Declaration for any purpose except as to the particular Unit and the particular provision hereof covered by the variance, nor shall it affect in anyway the Owner's obligation to comply with all governmental laws and regulations affecting its use of the Unit, including, but not limited to, zoning ordinances or other requirements imposed by the City or any other governmental authority. ARTICLE 10 DEVELOPMENT RIGHTS 10.1 LIMITATIONS OF RESTRICTIONS Declarant is undertaking the work of developing Units and other Improvements within the Project. The completion of the development work and the marketing and sale, rental and other disposition of the Units is essential to the establishment and marketing of the Property as a first- class industrial condominium project. In order that the work may be completed, nothing in this Declaration shall be interpreted to deny Declarant the rights set forth in this Article. 10.2 ACCESS Declarant, its contractors and subcontractors shall have the right to obtain access over and . across the Common Area and Association Property of the Project or do within any Unit owned by it whatever is reasonably necessary or advisable in connection with the completion of the Project and the development, marketing and maintenance thereof. 10.3 RIGHTS TO COMPLETE CONSTRUCTION Declarant, its contractors and subcontractors shall have the rights set forth below. 10.3.1 Construct Improvements. Declarant, its contractors and subcontractors shall have the right to erect, construct and maintain on the Common Area and the Association Property of the Project or within any Unit owned by it such structures or Improvements, including, but not limited to, sales offices and signs, as may be reasonably necessary for the conduct of its business to complete the work and convey the Units by sale, lease or otherwise, as determined by Declarant in its sole discretion. 10.3.2 Grant Easements. Declarant shall have the right to establish and/or grant over and across said Common Area and the Association Property such easements and rights of way on, over, under or across all or any part thereof to or for the benefit of the State of California, the City, the County or any other political subdivision or public organization, or any public utility entity or cable television provider, for the purpose of constructing, erecting, operating and maintaining Improvements thereon, therein or thereunder at that time or at any time in the future, including, but not limited to: (i)roads, streets, walks and driveways; (ii) poles, wires and conduits for transmission of electricity, providing telephone service and . cable television service to the Project and for the necessary attachments in connection therewith; 648247.01/SD Industrial Condominiums of Temecula 88888-721/5-19-06/leb/rch -42- CC&Rs • and (iii) public and private sewers, sewage disposal systems, storm water drains, land drains and pipes, water systems, sprinkling systems, water, heating and gas lines or pipes and any and all equipment in connection therewith. The Common Area and the Association Property shall be subject to any dedication stated in any subdivision map or Condominium Plan for the Project of an easement for public use for installation, maintenance and operation of facilities for public utilities over all of the Common Area and the Association Property. Said public utilities easement shall inure and run to all franchised utility companies and to the City, the County and the State and shall include the right of ingress and egress over the Common Area and the Association Property by vehicles of the City, the County and the State and such utility companies to properly install, maintain, repair, replace and otherwise service such utility facilities. The grant of said public utility easement shall not be interpreted to imply any obligation or responsibility of any such utility company or the City, the County or the State for maintenance or operation of any of the Common Area and the Association Property or the facilities located thereon or the repair, replacement or reconstruction thereof except as occasioned by such utility companies or City or County of the utility Facilities for which they are responsible. Except for lawful and proper fences, structures and facilities placed upon the Common Area and the Association Property by utility companies, the Common Area and/or Association Property subject to the public utility easement shall be kept open and free from buildings and structures. The City and County furthermore is granted an easement across the Common Area/Association Property for ingress and egress for use by emergency vehicles of the City or County. 10.4 SIZE AND APPEARANCE OF PROJECT • So long as Declarant owns any Unit in the Property, Declarant shall not be prevented from changing the exterior appearance of Common Area and the Association Property structures, the landscaping or any other matter directly or indirectly connected with the Project in any manner deemed desirable by Declarant, if Declarant obtains governmental consents required by law. 10.5 MARKETING RIGHTS Subject to the limitations of this Declaration, Declarant shall have the right to: (i) maintain sales offices, storage areas and related facilities in any unsold Units or Common Area and the Association Property within the Project as are necessary or reasonable, in the opinion of Declarant, for the sale or leasing of the Units; (ii) make reasonable use of the Common Area and the Association Property and facilities for the marketing of Units (including without limitation, granting rights of ingress and egress over the Association Property and the Common Areas to prospective purchasers and tenants in connection with such marketing activities; (iii)post signs, flags and banners in connection with its marketing; and (iv)conduct its business of disposing of Units by sale, lease or otherwise. 10.6 TITLE RIGHTS The rights of Declarant under this Declaration may be assigned to any successor(s)by an express assignment in a recorded instrument, including without limitation, a deed, option or lease. This Declaration shall not be construed to limit the right of Declarant at any time prior to such an assignment to establish additional licenses, reservations and rights-of-way to itself, to • 648249 01/SD Industrial Condominiums of Temecula 88888-921/5-19-o6nah/mh -43- CC&Rs utility companies, to the City, to the County, to the State, or to others as may be reasonably necessary to the proper development and disposal of property owned by Declarant. 10.7 AMENDMENT The provisions of this Article may not be amended without the consent of Declarant until all of the Units in the Project owned by Declarant have been conveyed. 10.8 POWER OF ATTORNEY Each Owner of a Condominium in the Project, by accepting a deed to a Condominium, shall be deemed to have irrevocably appointed Declarant, for so long as Declarant owns all or any portion of the Property, as his or her Attorney-in-Fact, for himself or herself and each of his or her Mortgagees, optionees, grantees, licensees, trustees, receivers, lessee, tenants, judgment creditors, heirs, legatees, devisees, administrators, executors, legal representatives, successors and assigns, whether voluntary or involuntary, and thereby to have conveyed a Power of Attorney coupled with an interest to Declarant as his or her Attorney-in-Fact to prepare, execute, acknowledge and record any Condominium Plan or amendment to the Condominium Plan for all or any portion of the Property regardless of whether Declarant owns any interest in the property which is the subject of such Condominium Plan or amendment to such Condominium Plan. However, nothing set forth herein shall be deemed or construed as an agreement by Declarant that any Owner shall be entitled to any participation in or discretion over the preparation and recordation of a Condominium Plan or amendment to a Condominium Plan for all or any portion of the Property. The acceptance or creation of any Mortgage or other encumbrance, whether or not voluntary, created in good faith, or given for value, shall be deemed to be accepted or created subject to each of the terms and conditions of the Power of Attorney described in this Section. 10.9 SUPPLEMENTARY DECLARATION AND SUPPLEMENTARY CONDOMINIUM PLANS . So long as Declarant owns any portion of the Property, Supplementary Declarations and Supplementary Condominium Plans may be recorded by Declarant, without the consent of any Owner, for any of the purposes for which a Supplementary Condominium Plan or a Supplementary Declaration may be recorded. ARTICLE 11 INSURANCE 11.1 LIABILITY INSURANCE The Association shall obtain and maintain commercial general liability insurance insuring the Association, the Board, any manager, the Declarant and the Owners and occupants of Condominiums and their Invitees against any liability incident to the ownership or use of the Common Area and the Association Property and the performance by the Association if its duties under this Declaration. Such policy shall include, if obtainable, a cross-liability or severability of interest endorsement insuring each insured against liability to each other insured. The limits of such insurance shall not be less than Two Million Dollars ($2,000,000) and shall be at all 648247.01/SD ladustrial Condominium,oPfemecula 88888-721/5-19-06/lab/mh -44- CC&R, times in conformance with the requirements of Section 1365.9 of the California Civil Code. Such insurance shall cover all claims for death, personal injury and property damage arising out of a single occurrence. Such insurance shall include coverage against water damage liability, property of others and any other liability or risk customarily covered with respect to projects similar in construction, location, and use. 11.2 PROPERTY INSURANCE The Association shall keep (i) any Improvements within the Common Area and the Association Property to be maintained by the Association insured against loss by fire and the risks covered by a "Standard All-Risk of Loss or Perils" insurance policy under an extended coverage casualty policy in the amount of the maximum insurable replacement value thereof (except that there may be lower dollar limits for specified items as is customarily provided in property insurance policies) and (ii) all personalty owned by the Association insured with coverage in the maximum insurable fair market value of such personalty as determined annually by an insurance carrier selected by the Association. Insurance proceeds for Improvements in the Common Area and the Association Property (excluding Units) and personalty owned by the Association shall be payable to the Association. In the event of any loss, damage or destruction to the Common Area and the Association Property, the Association shall cause the same to be replaced, repaired or rebuilt in accordance with the provisions of this Declaration. 11.2.1 Description of Policy Coverages. The policy shall cover the following real and personal property: (a) Common Area and the Association Property. All Improvements within the Common Area and the Association Property, including buildings and any additions or extensions thereto; all fixtures, machinery and equipment permanently affixed to the Buildings and not located within a Unit; fences; monuments; lighting fixtures; exterior signs; personal property owned or maintained by the Association; but excluding land, foundations, excavations, and other items typically excluded from property insurance coverage; and (b) Landscaping. Lawn, trees, shrubs and plants located in the Common Area and the Association Property. 11.2.2 Covered Cause of Loss. The policy shall provide coverage against losses caused by fire and all other hazards normally covered by a "special form" policy or its equivalent. 11.2.3 Primary. The policy shall be primary and noncontributing with any other insurance policy covering the same loss. 11.2.4 Endorsements. The policy shall contain the following endorsements or their equivalents: agreed amount, boiler and machinery (to the extent applicable), inflation guard, ordinance or law, and replacement cost, and such other endorsements as the Board in its discretion shall elect. • 648'47,01/SD Industrial Condominiums of I emecula 86886421/5-19-06/lab&I, -45- CC&Rs 11.2.5 Waiver of Subrogation. Except as provided in Section 7.19 of this Declaration, the Association waives all rights of subrogation between the Association and the Owners and their Invitees. All insurance policies obtained by the Association shall include a waiver of subrogation rights against any Owner and their Invitees; provided that a failure or inability of the Association to obtain such a waiver shall not defeat or impair the waiver of subrogation rights between the Association and the Owners and their Invitees set forth herein. Insurance proceeds for Improvements in the Common Area and Association Property and personalty owned by the Association shall be payable to the Association. 11.2.6 Additional Insureds. The policies shall name as insured the Association, the Owners, the Declarant, as long as Declarant is the Owner of any Condominium and/or has any rights under Article 9 of this Declaration, the management company of the Association, if requested by the Association, and all Mortgagees as their respective interests may appear, and may contain a loss payable endorsement in favor of the Trustee (as defined below). 11.3 INDIVIDUAL INSURANCE Each Owner shall maintain (i) property insurance against losses to personal property located within the Unit and to any upgrades or Improvements located within the Unit, and (ii) liability insurance against any liability resulting from the use or occupancy of the Owner's Unit, issued in the form of a California Condominium Owners policy of insurance typically issued to Owners in attached condominium communities with minimum limits of liability of One Million Dollars ($1,000,000). Such liability insurance shall cover all claims for death, personal injury and property damage arising out of a single occurrence. Such insurance shall include, to the extent available, coverage against water damage liability, property of others and any other liability or risks customarily covered by individual liability insurance. The Association shall have the right to require an Owner to provide evidence of such insurance coverage, and in such case, the Owner shall provide a certificate evidencing the insurance coverage from an insurer qualified to do business in the state of California within fifteen (15) days after request by the Association. Such liability insurance policy shall name the Association as an additional insured. The Association's insurance policies will not provide coverage against any of the foregoing. All Owners hereby waive all rights of subrogation against the Association, and any insurance maintained by an Owner must contain a waiver of subrogation rights by the insurer as to the Association provided, however, that a failure or inability of an Owner to obtain such a waiver shall not defeat or impair the waiver of subrogation rights between the Owners and the Association set forth herein. No Owner shall separately insure any property covered by the Association's property insurance policy as described above. If any Owner violates this provision and, as a result, there is a diminution in insurance proceeds otherwise payable to the Association, the Owner will be liable to the Association to the extent of the diminution. The Association may levy a reimbursement assessment against the Owner's Condominium to collect the amount of the diminution. 11.4 FIDELITY BOND The Association shall maintain a fidelity bond in an amount equal to at least the estimated maximum of funds, including reserves, in the custody of the Association or a management agent at any given time during the term of the fidelity bond; provided, however, that the bond shall not be less than a sum equal to three (3) months aggregate of the Regular Assessments on all Units 648247.01/SDIndusl�inl Condominiums of'1'emeculo SSSSR-7215-19-06/1oh/rch -46- CC&R, plus reserve funds of the annual assessments naming the Association as obligee and insuring against loss by reason of the acts of the Board, officers and employees of the Association, and any management agent and its employees, whether or not such persons are compensated for their services. 11.5 WORKER'S COMPENSATION INSURANCE The Association shall maintain worker's compensation insurance to the extent necessary to comply with all applicable laws of the State of California or the regulations of any governmental body or authority having jurisdiction over the Project. 11.6 OFFICERS AND DIRECTORS OMISSIONS INSURANCE The Association shall maintain a policy insuring the Association's officers and directors against liability for their negligent acts or omissions while acting their capacity as officers and directors. The limits of such insurance shall be not less than Three Million Dollars ($3,000,000) for all claims arising out of a single occurrence. 11.7 OTHER INSURANCE The Association shall maintain other types of insurance as the Board determines to be necessary to fully protect the interests of the Owners. 11.8 COPIES OF POLICIES Copies of all such insurance policies of the Association (or certificates thereof showing the premiums thereon to have been paid) shall be retained by the Association and open for inspection by Owners at reasonable times. All such insurance policies shall (i) provide that they shall not be cancelable or substantially modified by the insurer without first giving at least thirty (30) days' prior notice in writing to the Association, and (ii) contain a waiver of subrogation by the insurer(s) against the Association, Board and Owners. hi addition to the foregoing, the Association shall provide such information regarding the insurance of the Association as may be required by applicable law or under the Bylaws. 11.9 REVIEW OF INSURANCE The Board shall review the adequacy of all insurance at least once every year. The review shall include a replacement cost appraisal of all insurable Association Property Improvements without respect to depreciation. The Board shall adjust and modify the policies to provide coverage and protection that is customarily carried by and reasonably available to prudent owners of similar property in the area in which the Project is situated. 11.10 BOARD'S AUTHORITY TO REVISE INSURANCE COVERAGE Subject to the provisions of Section 11.1 and the requirements regarding insurance set forth in the Bylaws, the Board shall have the power and right to deviate from the insurance requirements contained in this Article 11 in any manner that the Board, in its reasonable business discretion, considers to be in the best interests of the Association. If the Board elects to materially reduce 648247,01/SD Industrial Condominiums oFTemecula 8888S 721/5-19-06/lah/reh -47- CC&R, the coverage from the coverage required in this Article 11, the Board shall make all reasonable efforts to notify the Members of the reduction in coverage and the reasons therefor at least thirty (30) days prior to the effective date of the reduction. The Association, and its directors and officers, shall have no liability to any Owner or Mortgagee if, after a good faith effort, the Association is unable to obtain any insurance required hereunder because the insurance is no longer available, or, if available, the insurance can be obtained only at a cost that the Board, in its sole discretion, determines is unreasonable under the circumstances, or the Members fail to approve any assessment increase needed to fund the insurance premiums. 11.11 TRUSTEE All insurance proceeds payable under Sections 11.2 and 11.3, subject to the rights of Mortgagees under Section 11.12, may be paid to a trustee (the "Trustee"), to be held and expended for the benefit of the Owners, Mortgagees and others, as their respective interests shall appear. The Trustee shall be a commercial bank in the County that agrees in writing to accept such trust. If repair or reconstruction is authorized, the Board shall have the duty to contract for such work as provided for in this Declaration. 11.12 ADJUSTMENT OF LOSSES The Board is appointed attorney-in-fact by each Owner, to negotiate and agree on the value and extent of any loss under any policy carried by the Association pursuant to Sections 11.1 and 11.2. The Board is granted full right and authority to compromise and settle any claim or enforce any claim by legal action or otherwise and to execute releases in favor of any insurer. 11.13 DISTRIBUTION TO MORTGAGEES Any Mortgagee has the option to apply insurance proceeds payable directly to an Owner on account of a Condominium as provided in this Declaration in reduction of the obligation secured by the Mortgage of such Mortgagee. ARTICLE 12 DESTRUCTION OF IMPROVEMENTS AND CONDEMNATION 12.1 RESTORATION DEFINED As used in this Article 12, the term "restore" shall mean repairing, rebuilding or reconstructing damaged Improvements to substantially the same condition and appearance in which it existed prior to fire or other casualty damage. 12.2 INSURED CASUALTY If any Improvement required to be maintained by the Association is damaged or destroyed from a risk covered by the insurance required to be maintained by the Association, then the Association shall, to the extent permitted under existing laws, restore the Improvement to the same condition as it was in immediately prior to the damage or destruction. The Association shall proceed with the filing and adjustment of all claims arising under the existing insurance 648147 O1/SD hi&,Irial Condominium,of Temecula 88888 721/5-19-06/1,Hrch -48- CC&Rs policies. The insurance proceeds shall be paid to and held by the Association or an insurance trustee selected under the provisions of Section 12.5. Notwithstanding the foregoing, if the damage was caused by the negligence or willful misconduct of an Owner or such Owner's Invitees, the Association shall have the right to pursue such Owner to collect any amounts due from such Owner pursuant to the provisions of Section 7.19 of this Declaration. 12.3 RESTORATION PROCEEDS. 12.3.1 Sufficient Proceeds. The costs of restoration of the damaged Improvement shall be paid first from any insurance proceeds paid to the Association under existing insurance policies. If the insurance proceeds exceed the costs of restoration, the excess proceeds shall be paid into reserves and held for the benefit of the Association. If the insurance proceeds are insufficient to restore the damaged Improvement, the Board shall then add to the insurance proceeds all reserve account funds designated for the repair or replacement of the damaged Improvement. If the total funds then available are sufficient to restore the damaged Improvement, the Improvement shall be restored. If the aggregate amount of insurance proceeds and such reserve account funds are insufficient to pay the total costs of restoration, a Special Assessment against all Owners shall be levied by the Board up to the maximum amount permitted without the approval of the Members in accordance with the limitations set forth in this Declaration and by law. If the total funds then available are sufficient to restore the damaged Improvement, the Improvement shall be restored. 12.3.2 Insufficient Proceeds. If the total funds available to the Association are still insufficient to restore the damaged Improvement, then the Board first shall attempt to impose an additional Special Assessment pursuant to Subsection (a) below; and second to use a plan of alternative reconstruction pursuant to Subsection (b) below. If the Members do not approve such actions, then the entire building of which the damaged Improvement is a part shall be sold pursuant to Subsection (c) below. (a) Additional Special Assessment. If the total funds available to restore the damaged Improvement are insufficient, then a meeting of the Members shall be called for the purpose of approving a Special Assessment to make up all or a part of the deficiency ("Additional Special Assessment"). If the amount of the Additional Special Assessment approved by the Members, and the amounts available pursuant to Section 12.3.1 above, are insufficient to restore the damaged Improvement, or if no Additional Special Assessment is approved, the Association shall consider a plan of alternative reconstruction in accordance with Subsection (b). (b) Alternative Reconstruction. The Board shall consider and propose plans to reconstruct the damaged Improvement making use of whatever funds are available to it pursuant to Section 12.3.2 and Subsection (a) above ("Alternative Reconstruction"). All proposals shall be presented to the Owners. If two-thirds of the voting power of the Owners whose Units were materially damaged, as determined by the Association ("Affected Owners") and a majority of the voting power of the Members, including the Affected Owners, agree to any plan of Alternative Reconstruction, then the Board shall contract for the reconstruction of the damaged Improvement in accordance with the plan of Alternative Reconstruction making use of 648247.01/SD Industrial Condominiums of'femucula 88888-721/)-19-06/1ab/rch -49- CC&Rs whatever fiords are then available to it. If no plan of Alternative Reconstruction is agreed to, then the provisions of Subsection (c) shall apply. (c) Sale of Buildine. If the damaged Improvement is part of a Building ("Damaged Building"), the damage renders one or more of the Condominiums uninhabitable, and the Improvements will not be restored in accordance with the provisions of Subsections (a) and (b) above, the Board, as the attorney-in-fact for each Owner of a Condominium in the Damaged Building, shall be empowered to sell the Damaged Building, including all Units therein, in their then present condition, on terms to be determined by the Board, provided that the Board receives adequate assurances that the purchaser shall, and has the financial capability to: (1) restore the Damaged Building (either by renovation or removal and rebuilding), (ii) remove the Damaged Building (including foundations), grade the Project, and appropriately landscape or otherwise improve the Project, or (iii) perform any combination of the foregoing. Any work to be performed by the purchaser with respect to any of the foregoing shall be subject to the provisions of Article 12 and the provisions of the Declaration. In lieu of selling the Damaged Building to a third Person, the Association may purchase the Building on satisfaction of the following conditions: (i) Members holding 67% of the total voting power (including the votes allocated to the Condominiums within the Damaged Building) approve of the purchase; (ii) the purchase price is the fair market value of the Damaged Building as of the date of sale as determined by an appraisal made by a qualified and independent real estate appraiser; (iii) any special assessment needed to fund the purchase price shall be levied against all Condominiums, including the Condominiums within the Damaged Building; (iv) the Association has an adequate source of funds to repair, renovate or rebuild all or a portion of the Damaged Building and/or to remove and appropriately landscape the remaining portions of the Project. For this purpose, no Condominium that is being purchased shall be subject to any assessment intended to be used as a source of such funds. (d) Distribution of Proceeds. The proceeds from the sale, together with the insurance proceeds received and any reserve funds allocated to the Damaged Building, after deducting therefrom the Association's sale expenses, including commissions, title and recording fees, and legal costs, shall be distributed among the Owners of Condominiums in the Damaged Building and their respective Mortgagees, in proportion to the respective fair market values of these Condominiums immediately prior to the date of the event causing the damage as determined by an independent appraisal made by a qualified real estate appraiser selected by the Board. If a Damaged Building is removed and not restored so that the new building contains the same number of Condominiums as the removed building, the Board shall take appropriate steps to adjust the property interests of the remaining Owners and to effect such amendments as may 648247.01/SD Indust,.l Condominiums af'1'cmccula 88888-721/5-19-06/Inbhch -50- CC&R, be necessary to the Declaration, the Condominium Plan and the Map to reflect the revised property interests and other related changes. 12.4 REBUILDING CONTRACT If there is a determination to restore, the Board or its authorized representative shall obtain bids from at least two (2) licensed and reputable contractors and shall accept the repair and reconstruction work from whomever the Board determines to be in the best interests of the Members. The Board shall have the authority to enter into a written contract with the contractor for such repair and reconstruction, and the insurance proceeds shall be disbursed to the contractor according to the terms of the contract. The Board shall take all steps necessary to assure the commencement and completion of authorized repair and reconstruction at the earliest possible date and in accordance with the provisions of the Master Declaration. Such construction shall return the Project to substantially the same condition and appearance in which it existed prior to the damage or destruction. 12.5 INSURANCE TRUSTEE All property insurance proceeds payable to the Association under the policy described in Section 12.2, subject to the rights of Mortgagees under Article 14, may be paid to a trustee as designated by the Board to be held and expended for the benefit of the Owners and Mortgagees, as their respective interests shall appear. The trustee shall be a commercial bank or other financial institution with trust powers in the county in which the project is located that agrees in writing to accept such trust. If repair or reconstruction is authorized, the Association will have the duty to contract for such work as provided for in this Declaration. 12.6 AUTHORITY TO EFFECT CHANGES If any building or portion thereof containing Condominiums is damaged or destroyed or in need of renovation or rehabilitation and the building is repaired or reconstructed, the Building may be repaired or reconstructed in a manner that alters the boundaries of the Units or Common Area and Association Property provided the following conditions are satisfied. (i) the alteration has been approved by the Board of Directors, by Members holding a majority of the total voting power of the Association; (ii) the Board of Directors has determined that the alteration is necessary in order to comply with current building code requirements, to meet current building construction standards and procedures, or to improve the conditions and quality of the Building; (iii) the alteration does not materially change the location of any Unit or materially reduce the size of any Unit without the consent of the Unit Owner. For purposes herein, a material reduction in the size of the Unit shall mean any alteration that increases or decreases the square footage of the interior floor space of the Unit by more than 10% from that which was originally constructed by Declarant; (iv) the Board of Directors has determined that any alteration that will relocate or reduce the Common Area and Association Property will not unreasonably interfere with the 648247.01/SD Industrial Condonmmi,ia of Tenacula 888 88-7 21/5-19-06/lAhch -51- CC&Rs rights of the Owners and occupants to use and enjoy the Common Area and Association Property; (v) the Condominium Plan is amended to reflect the alteration to the Units or Common Area and Association Property. Each Owner irrevocably appoints the Association as that Owner's attorney-in-fact and irrevocably grants to the Association the full power in the name of the Owner to effect any alteration to any Unit or Common Area and Association Property as authorized above, including, but not limited to, the execution, delivery and recordation of any Condominium Plan amendments, deeds or other instruments. 12.7 MINOR REPAIR AND RECONSTRUCTION The Board shall have the duty to repair and reconstruct Improvements, without the consent of Members and irrespective of the amount of available insurance proceeds, in all cases of partial destruction when the estimated cost of repair and reconstruction does not exceed five (5%) percent of the annual budgeted gross expenses of the Association. The Board is expressly empowered to levy a Reconstruction Assessment for the cost of repairing and reconstructing improvements to the extent insurance proceeds are unavailable, such assessment to be levied as described above (but without the consent or approval of Members, despite any contrary provisions in this Declaration). 12.8 DAMAGE OR DESTRUCTION TO A UNIT If there is damage or destruction to any Unit, the Owner thereof shall, at its own cost and expense, perform interior repair and restoration which shall be completed as promptly as practical and in a lawful and workmanlike manner, and, to the extent required under Article 9 and the Architectural Guidelines, in accordance with plans approved by the Board as provided in Article 9 herein. 12.9 CONDEMNATION OF COMMON AREA/ASSOCIATION PROPERTY If any portion of the Common Area and/or the Association Property is taken by condemnation, eminent domain or any proceeding in lieu thereof, then the Owners of the Common Area and Association Property, and their Mortgagees as their respective interests then appear, shall be entitled to receive a distribution from the award for such taking in the same proportion as insurance proceeds would be distributed pursuant to the provisions above; provided, however, that should it be determined to repair or rebuild any portion of the Common Area and/or the Association Property, such proceeds shall be paid to the Association for that purpose in the same manner and subject to the same terms, conditions and limitations as are set forth above in this Article for repairing damaged or destroyed portions of the Common Area and/or the Association Property. A decision to repair or rebuild shall be made in the same manner and subject to the same conditions and limitations as provided above in this Article for determining whether to rebuild or repair following damage or destruction. 12.10 CONDEMNATION OF A UNIT 648A7.01/SD 10d , IN Condnmini=,oCTemecula 88888-72[/5-19-06/Iubhch -52- CC&Rs In the event of any taking of a Condominium, the Owner (and such Owner's Mortgagees as their interests may appear) of the Condominium shall be entitled to receive the award for such taking and after acceptance thereof such Owner and such Owner's Mortgagee shall be divested of all further interest in the Condominium and membership in the Association if such Owner shall vacate such Owner's Unit as a result of such taking. In such event, said Owner shall grant his remaining interest in the Common Area appurtenant to the Unit so taken, if any, to the other Owners owning a fractional interest in the same Common Area, such grant to be in proportion to the fractional interest in the Common Area then owned by each. ARTICLE 13 PARTITION AND SEVERABILITY OFINTERESTS 13.1 SUSPENSION The right of partition is suspended pursuant to California Civil Cod-- Section 1359 as to the Project. Each Owner expressly waives the prrasixions of California Civil Code Section 1359, as the same may be amended from time to time. Nothing in this Section shall be deemed to prohibit partition of a cotenancy in a Condominium_ ARTICLE 14 RIGHTS OF MORTGAGEES 14.1 MORTGAGEE'S OPPORTUNITY TO CURE In addition to the other rights of Mortgagees set forth in this Declaration, during the continuance of any Mortgage and until such time as the lien of any Mortgage has been extinguished, the Mortgagee shall have the rights set forth below. 14.1.1 Payments by Mortgagees. Any Mortgagee shall have the right, but not the obligation, and without payment 9 any penalty, to pay all of the amounts due hereunder, to effect any insurance, to pay any tauaLn� and assessments, to make any repairs and improvements, to do any act or thing required of tbe applicable Owner hereunder; and to do any act or thing which may be necessary and proms to be done in the performance and observance of the agreements, covenants and conditions hereof to prevent a default under this Declaration by an Owner of the Condominium encumbered by such Mortgagee's Mortgage. All payments so made and all things so done and performed by a ,Mortgagee shall be effective to prevent a default under this Declaration as the same would have been if made, done and performed by the defaulting Owner instead of by the Mortgagee. 14.1.2 Notice to Mortgagees. At the request of a Mortgagee, the Association and cacti Uwner shall mail or deliver to such Mortgagee a duplicate copy of any and all notices which the Association or each Owner may from time to time give to or serve upon another Owner pursuant to the provisions of this Declaration and such copy shall be mailed or delivered to each Mortgagee simultaneously with and in the same manner as the mailing or delivery of the same to the other Owner. 648247,01/SD Industrial Condommm.,o(Tcmccula 888S8-721/5-19-06/1.b/,d, -53- CCBR, • 14.2 APPLICATION OF CHARGES TO MORTGAGEES Each Mortgagee who obtains title pursuant to its remedies under the Mortgage and any purchaser at a foreclosure sale (but excluding a deed in lieu of foreclosure), shall take title to the Condominium free and clear of any claims for unpaid payments, assessments and charges, and liens therefor, which accrued prior to such acquisition of title. Except as provided in this Article 14, any such sale shall extinguish such liens for payments, assessments and liens accrued prior to such acquisition of title, but the purchaser or Mortgagee who so acquires title shall be liable for payments and impositions accruing after the date of such sale. Following any such sale, the Association shall seek payment of all unpaid payments, assessments and charges accruing prior to such acquisition of title solely from the defaulting Owner as provided in this Declaration. 14.3 LIMITATION OF ENFORCEMENT AGAINST MORTGAGEE No violation of this Declaration by, or enforcement of this Declaration against, an Owner shall impair, defeat or render invalid, the lien of any Mortgage, but this Declaration shall be enforceable against an Owner whose title is acquired by foreclosure, trustee's sale, voluntary conveyance, assumption or otherwise. 14.4 DAMAGE OR DESTRUCTION Every Mortgagee who has requested the Association or an Owner to provide written notice with respect to (a) any substantial damage to or destruction of Condominiums or Improvements and (b) any Condemnation proceeding involving, or any proposed acquisition by a condemning authority of, Condominiums or Improvements or any portion thereof, shall be entitled to timely written notice from the Association or an Owner, as applicable. 14.5 INSURANCE AND CONDEMNATION PROCEEDS No provision of this Declaration shall be construed to give any Owner or any other Person priority over the rights of any Mortgagee with respect to the distribution of insurance proceeds or proceeds of losses to or a Condemnation of the Condominiums or Improvements encumbered by such Mortgagee's Mortgage. ARTICLE 15 AMENDMENTS 15.1 AMENDMENT BEFORE THE CLOSE OF FIRST SALE Before the close of the first sale of a Unit to a purchaser other than Declarant, this Declaration and any amendments to it may be amended in any respect or revoked by the execution by Declarant and any Mortgagee of record of an instrument amending or revoking the Declaration. The amending or revoking instrument shall make appropriate reference to this Declaration and its amendments and shall be acknowledged and recorded in the office of the County Recorder. 15.2 AMENDMENTS AFTER THE CLOSE OF FIRST SALE 648247.0 VSD h,d,'trial Condomniums o if Temecula 88888-721/5-1906/labh h -54- CC&12s Except as may otherwise be stated in this Declaration, after the close of the first sale of a Unit in the Project to an Owner other than Declarant this Declaration may be amended at any time and from time to time with the vote or approval by written ballot of at least fifty-one percent (51%) of the voting power of the Class A Members of the Association, and, so long as Declarant owns any Unit in the Project, with the consent of Declarant. After Declarant no longer owns any interest in the Project, the Declaration may be amended at any time and from time to time, provided that the vote or approval by written ballot of at least fifty-one percent (51%) of the total Voting Power of the Association has been obtained. Such amendment shall become effective upon the recording of a Certificate of Amendment signed and acknowledged by the President or Vice President of the Association and the Secretary or Assistant Secretary of the Association certifying that such votes or approval by written ballot have been obtained. For the purposes of recording such instrument, the President or Vice-President and Secretary or Assistant Secretary of the Association are hereby granted an irrevocable power of attorney to act for and on behalf of each and every Owner in certifying and executing and recording said amendment with the Office of the County Recorder. 15.3 CONTROLLING PROVISIONS Each present and future Owner hereby waives the provisions of Section 1355.5 of the California Civil Code and agree that the provisions of this Section regarding amendments shall be controlling on each Owner. The Owners acknowledge that, due to the limited number of Owners of Units, the fact that each of the Owners are sophisticated commercial owners and that each Owner has specific voting rights on the Board, the Owners do not need the benefit of Civil Code Section 1355.5 relating to amendments. ARTICLE 16 ENFORCEMENT 16.1 TERM The covenants, conditions and restrictions of this Declaration shall run with and bind the Property and shall inure to the benefit of and be enforceable by the Association or any Member, their respective legal representatives, heirs, successors and assigns, for a term of sixty (60) years from the date this Declaration is recorded, after which time said covenants, conditions and restrictions shall be automatically extended for successive periods of ten (10) years each, unless an instrument, signed by sixty-seven percent (67%) of the then Members has been recorded, at least one (1) year prior to the end-of any such period in the manner required for a conveyance of real property, in which it is agreed that this Declaration shall terminate at the end of the then applicable term. 16.2 ENFORCEMENT AND NONWAIVER. 16.2.1 Rights of Enforcement of Governing Documents. The Association or any Owner shall have a right of action against any Owner, and any Owner shall have a right of action against the Association, to enforce by proceedings at law or in equity, all covenants, conditions, and restrictions, now or hereafter imposed by the provisions of the Governing Documents or any amendment thereto, including the right to prevent the violation of such covenants, conditions or 648247.01/SD Industrial Condominiums af'Iemecula 88888-721/5-19-06/lab/¢h —55— CC&Rs reservations and the right to recover damages or other dues for such violation except that Owners shall not have any right of enforcement concerning Assessment liens. The Association shall have the exclusive right to the enforcement of provisions relating to architectural control and the Rules and Regulations, if any, unless the Association refuses or is unable to effectuate such enforcement, in which case any Owner who otherwise has standing shall have the right to undertake such enforcement. Failure of the Association, Declarant or any Owner to enforce any covenants or restrictions herein contained shall in no event be deemed a waiver of the right to do so thereafter. 16.2.2 Procedure for Enforcement. Notwithstanding anything to the contrary set forth in Section 16.2.1, in enforcing any action under the Governing Documents for monetary damages, the parties shall comply with the provisions of California Civil Code Section 1354 and any successor statutes or laws. The Board shall annually provide to the Members a summary of the provisions of California Civil Code Section 1354 and any successor statutes or laws. The exception for disputes related to Association assessments set forth in Section 1354 shall not apply to disputes between an Member and the Association regarding assessments imposed by the Association, if the Member chooses to pay in full the Association all of the assessments as specified in California Civil Code Section 1366.3 and any successor statutes or laws. 16.3 NOTICE OF ACTIONS AGAINST DECLARANT The Association shall comply with the provisions of California Civil Code Section 1368.4 and any successor statutes or laws, prior to the filing of any civil action by the Association against the Declarant or other developer of the Project for alleged damage to the Common Area or the Association Property or other property within the Project that the Association is obligated to maintain or repair, or alleged damage to any other portion of the Project that arises out of, or is integrally related to, such damage to the Common Area or the Association Property or other property within the Project that the Association is obligated to maintain or repair. Such notice shall specify all of the matters set forth in Section 1368.4 and any successor statutes or laws. 16.4 ALTERNATIVE DISPUTE RESOLUTION The purpose of this Section 16.4 is to provide an expedited means of resolving any claims, disputes and disagreements which may arise between Owner and the Association and Declarant after the close of escrow or other conveyance of any portion of the Property by Declarant concerning the Property, that are not resolved pursuant to any applicable statutory dispute resolution procedures (individually referenced to herein as "Dispute" and collectively as "Disputes"). Initially, Declarant will attempt to resolve any Dispute asserted by an Owner or the Association of which it is given notice. If the Dispute cannot be resolved between the parties in this manner, it will be decided through the arbitration procedure as set forth below. Alternatively, Declarant, an Owner or the Association may elect to resolve such Disputes through a small claims court proceeding. THIS PROCESS INVOLVES WAIVER OF THE RIGHT TO A JURY TRIAL. BY EXECUTING THIS DECLARATION AND BY ACCEPTING A DEED TO ANY PORTION OF THE PROPERTY, RESPECTIVELY, DECLARANT, EACH OWNER AND THE ASSOCIATION, AGREE TO BE BOUND BY . THE PROVISIONS OF THIS SECTION 16.4. 648247.01/SD Indusvinl Condominiums of Temecula 88888-721/5-19-06/Inb/rch -56- CC&R, 16.4.1 Mediation. Subject to the provisions of Section 16.4.2(h) below, and except for actions in small claims court or Disputes that have already been mediated, Owner, Association and Declarant agree to submit any and all disputes to non-binding mediation before commencing arbitration. The cost of mediation shall be paid by the Declarant Each party to the mediation shall bear its own attorneys' fees and costs in connection with such mediation 16.4.2 Arbitration. (a) Agreement to Arbitrate. The Association, each Owner and Declarant shall resolve any Dispute not resolved as provided above exclusively through binding arbitration in the county in which the Property is located. This arbitration provision shall apply to Disputes of any kind or nature regardless of when the Dispute first arose or the nature of the relief sought. (b) Waiver of Trial by Judge or Jury. By agreeing to resolve all Disputes through binding arbitration, the Association, each Owner and Declarant each give up the right to have their respective claims and defenses decided by a judge or a jury. All claims and Disputes shall instead be decided by the arbitrator. (c) Rules Applicable to All Cases. The arbitration will be conducted by Judicial Arbitration and Mediation Services ("JAMS") in accordance with the rules of JAMS in effect as of the initiation of the arbitration ("JAMS Rules"), as supplemented by this Addendum. If JAMS is no longer in existence at the time of such Dispute, the arbitration shall be conducted by any other entity offering arbitration services that is mutually acceptable to the parties. The following supplemental rules shall apply to all arbitration proceedings and shall govern in the event of a conflict between the rules set forth below and the JAMS Rules. (d) Qualifications of Arbitrators. The arbitrator shall be neutral and impartial and either a retired judge or a member or former member of the California Stale Bar with at least 15 years experience as a practicing lawyer. (e) Appointment of Arbitrator. The arbitrator to preside over the Dispute shall be selected in accordance with the JAMS Rules, but no later than sixty (60) days after a notice of claim is filed. (f) Expenses. All fees charged by JAMS and the arbitrator shall be advanced by the Declarant If the Declarant is the prevailing party in the arbitration, the arbitrator may, in his or her discretion and only to the extent permitted by law and the JAMS Minimum Standards of Procedural Fairness, direct the Owner or Association to reimburse the Declarant for Owner's or the Association's, as applicable, pro rata share of the JAMS fee and arbitrator's fee advanced by the Declarant Each party shall bear its own attorney's fees and costs. (g) Venue. The venue of the arbitration shall be in the County where the Project is located unless the parties agree in writing to another location. (h) Preliminary Procedures. If state or federal law requires the Association or an Owner or Declarant to take steps or procedures before commencing an action 648247.01/SD Industrial Condominiums oIIemecula 88888-721/5-19-06/lab/rch -57- CC&Rs in court, then the Owner or Declarant must take such steps or follow such procedures, as the case may be, before commencing the arbitration. For example, nothing contained herein shall be deemed a waiver or limitation of the provisions of California Civil Code Sections 1368.4, 1375, 1375.05 or 1375.1. (i) Participation by Other Parties. The Association, an Owner and Declarant, to the extent any such party is defending a claim in the arbitration, may, if it chooses, have all necessary and appropriate parties included as parties to the arbitration. (j) Rules of Law. The arbitrator must follow California substantive law (including statutes of limitations) but strict conformity with the rules of evidence is not required, except that the arbitrator shall apply applicable law relating to privilege and work product. The arbitrator shall be authorized to provide all recognized remedies available at law or equity for any cause of action. (k) Attorneys' Fees and Costs. Each party shall bear its own attorneys fees and costs (including expert witness costs) in the arbitration. 16.4.3 Additional Rules Applicable To Certain Cases. In any arbitration in which a claim of Owner, the Association or Declarant exceeds $250,000 in value, the following additional rules will supplement the JAMS Rules and govern in the event of a conflict between the following rules and the rules set forth above, the JAMS Rules, or both. (a) Qualifications of Arbitrator. In addition to the requirements of Section 16.4.2(d) above, the arbitrator shall be a retired judge of the California Superior Court, a California Court of Appeal, or the California Supreme Court. (b) Rules of Law. The California Evidence Code shall apply. (c) Written Decision. Within thirty (30) days after the hearing is closed, the arbitrator must issue a written decision. If either Owner or Declarant requests it, the arbitrator must issue a reasoned award. (d) Additional Discovery Rights: In addition to the discovery rights provided for in the JAMS Comprehensive Arbitration Rules, the parties will have the following discovery rights: (i) Inspection, Examination and/or Test. The right to a reasonable inspection, examination and/or test of any site, defect, personal injury or property damage relevant to any claim; (ii) Deposition of Opposing Party. The right to take one deposition of each opposing party for up to four hours. The deposition of a person designated by an entity or organization as most knowledgeable, or an individual officer or employee of an entity or organization, shall count as the deposition of a party which is not a natural person. (iii) Deposition of Expert Witnesses. The right to take the deposition of each expert witness designated by an opposing party for up to 4 hours. 648247.0 USD Industrial Condominiums of Temwula 89899-721/5-19 06/lab/mh -58- CC&Rs (iv) Additional Depositions. The arbitrator shall have discretion to allow additional depositions and longer depositions upon a showing of good cause. 16.4.4 Procedure for Appeal of Certain Cases. In any arbitration in which a claim or arbitration award of Owner or Declarant exceeds $500,000 in value, Owner and Declarant hereby adopt and agree to the JAMS Optional Appeal Procedure. The following additional rules will supplement the JAMS Optional Appeal Procedure and govern in the event of a conflict between the following rules and the JAMS Optional Appeal Procedure. (a) Right of Appeal. There shall be no right to appeal unless the oral evidence received by the arbitrator was preserved in a manner such that it can be converted to an accurate and reliable written transcript. (b) Appellate Panel. An appeal shall be decided by one (1) neutral appeal arbitrator unless either party, within the time permitted for the appointment of the appeal arbitrator, elects to have the appeal decided by a panel of three (3) appeal arbitrators. Any party who elects to have an appeal decided by a panel of three (3) appeal arbitrators agrees to be solely responsible for the cost of having two (2) additional appeal arbitrators. The sole appeal arbitrator, or at least one member of any panel of three (3) arbitrators, shall have prior experience as a member of an appellate panel of the California Court of Appeal. (c) Issues on Appeal. The only issues that may be considered on appeal are: (1) the award of money was excessive; (2) the award of money was insufficient; (3) the arbitrator awarded non-monetary relief that was inappropriate; (4) a party who received non-monetary relief should have received other or additional relief. A majority of the appeal arbitrators may affirm the arbitration award or make any alternative award they find to be just, but they must not reject the arbitrator's decisions (a) that a particular party is entitled to relief of some nature or amount or (b) that a particular party is responsible to provide relief of some nature or amount. (d) Expenses and Costs on Appeal. The fees charged by JAMS and the appeal arbitrator(s) shall be advanced by the Declarant, except as provided in Section 16.4.4(b) above. The party who files the appeal must, at its sole expense, provide JAMS and all non-appealing parties with a certified copy of the hearing transcript, and must provide JAMS with copies of all documentary evidence and all other tangible evidence received by the arbitrator. If more than one party appeals, the appealing parties must share equally the cost of the transcript and copies of all other documentary and tangible evidence received by the arbitrator. The appeal arbitrators may, within thirty (30) days of the award costs of the nature provided in the Federal Rules of Appellate Procedure. If the Declarant is the prevailing party on appeal, the appeal arbitrator(s) may, in his, her or their discretion and only to the extent permitted by law and JAMS Minimum Standards Of Procedural Fairness, include the non- prevailing party(ies) pro rata share of the JAMS fee and arbitrator's fee advanced by the Declarant in the award of costs on appeal. (e) New Evidence. The appeal arbitrators must not receive new evidence. The appeal arbitrators must make their decision based only on the evidence that was presented to the arbitrator, except that the appeal arbitrators may visit any site involved in the Dispute. 648247 OI/SD Industrial Condominiums of Temecula 88898-721/5 19-06/lab/mh -59- CC&R. 16.4.5 Federal Arbitration Act. Because many of the materials and products incorporated into the home are manufactured in other states, the development and conveyance of the Property evidences a transaction involving interstate commerce and the Federal Arbitration Act (9 U.S.C. §1, et seq.) now in effect and as it may be hereafter amended will govern the interpretation and enforcement of the arbitration provisions of this Agreement. 16.4.6 Agreement to Arbitration and Waiver of Jury Trial. A. ARBITRATION OF DISPUTES. BY EXECUTING THIS DECLARATION, DECLARANT AND BY ACCEPTING A DEED TO ANY PORTION OF THE PROPERTY, EACH OWNER AND THE ASSOCIATION AGREE TO HAVE ANY DISPUTE DECIDED BY NEUTRAL ARBITRATION IN ACCORDANCE WITH THE FEDERAL ARBITRATION ACT AND THE CALIFORNIA ARBITRATION ACT, TO THE EXTENT THE CALIFORNIA ARBITRATION ACT IS CONSISTENT WITH THE FEDERAL ARBITRATION ACT, AND OWNER AND DECLARANT ARE GIVING UP ANY RIGHTS DECLARANT, OWNER AND THE ASSOCIATION MIGHT POSSESS TO HAVE THE DISPUTE LITIGATED IN A COURT OR JURY TRIAL. DECLARANT, OWNER AND ASSOCIATION ARE GIVING UP THEIR RESPEC'T'IVE JUDICIAL RIGHTS TO DISCOVERY AND APPEAL, UNLESS THOSE RIGHTS ARE SPECIFICALLY INCLUDED IN THIS SECTION 16.4. IF DECLARANT, ANY OWNER OR THE ASSOCIA'T'ION REFUSED TO SUBMIT TO ARBITRATION AFTER AGREEING TO THIS PROVISION, SUCH PARTY . MAY BE COMPELLED TO ARBITRATE UNDER THE FEDERAL ARBITRATION ACT AND THE CALIFORNIA ARBITRATION ACT, TO THE EXTENT THE CALIFORNIA ARBITRATION ACT IS CONSISTENT WITH THE FEDERAL ARBITRATION ACT. B. WAIVER OF ,JURY TRIAL. IN THE EVENT THE FOREGOING ARBITRATION PROVISION IS HELD NOT TO APPLY OR IS HELD INVALID, VOID OR UNENFORCEABLE IN ITS ENTIRETY FOR ANY REASON, ALL DISPUTES SHALL BE TRIED BEFORE A JUDGE IN A COURT OF COMPETENT ,JURISDICTION WITHOUT A JURY. THE JUDGE IN SUCH COURT OF COMPETENT JURISDICTION SHALL HAVE THE POWER TO GRANT ALL LEGAL AND EQUITABLE REMEDIES AND AWARD COMPENSATORY DAMAGES. DECLARANT, BY EXECUTING THIS DECLARATION AND EACH OWNER AND THE ASSOCIATION BY ACCEPTING A DEED TO ANY PORTION OF THE PROPERTY, HEREBY WAIVE AND COVENANT NOT TO ASSERT THEIR CONSTITUTIONAL RIGHT TO TRIAL BY JURY OF ANY DISPUTES, INCLUDING, BUT NOT LIMITED TO, DISPUTES RELATING TO CONSTRUCTION DEFECTS, MISREPRESENTATION OR DECLARANT'S FAILURE TO DISCLOSE MATERIAL FACTS. THIS MUTUAL WAIVER OF JURY TRIAL SHALL BE BINDING UPON THE RESPECTIVE SUCCESSORS AND ASSIGNS OF SUCH PARTIES AND UPON ALL PERSONS AND ENTITIES ASSERTING RIGHTS . OR CLAIMS OR OTHERWISE ACTING ON BEHALF OF DECLARANT, ANY 648247.01/SD hodu.wial C.mlominimm of Temecula 88888-721/5-19-06/1,,b/,,h -60- CC&Rs • OWNER, THE ASSOCIATION OR THEIR RESPECTIVE SUCCESSORS AND ASSIGNS. I/WE HAVE READ AND UNDERSTAND THE FOREGOING AND AGREE TO SUBMIT DISPUTES TO BINDING ARBITRATION. 16.4.7 Final and Binding Award. The decision of the arbitrator or, if an appeal is heard, the decision of the appeal arbitrators, shalt be final and binding. A petition to confirm, vacate, modify or correct an award may be filed in any court of competent jurisdiction in the county in which the Property is located, but the award may be vacated, modified or corrected only as permitted by the Federal Arbitration Act. 16.4.8 Severability. In addition to and without limiting the effect of any general severability provisions of this Declaration, if the arbitrator or any court determines that any provision of this Section 16.4 is unenforceable for any reason, that provision shall be severed, and proceedings agreed to in this Section 16.4 shall be conducted under the remaining enforceable terms of this Section 16.4. 16.4.9 Application of Award. Any proceeds awarded to the Association arising from any Dispute by settlement, award or otherwise shall be applied in accordance with the provisions of Section 4.4.9 of this Declaration. 16.4.10 Conflict with Master Declaration. To the extent disputes are resolved under the provisions of the Master Declaration, the provisions of the Master Declaration shall control. ARTICLE 17 GENERAL PROVISIONS 17.1 HEADINGS The headings used in this Declaration are for convenience only and are not to be used to interpret the meaning of any of the provisions of this Declaration. 17.2 SEVERABILITY The provisions of this Declaration shall be deemed independent and severable, and the invalidity or partial invalidity or unenforceability of any provision or provisions of it shall not invalidate any other provisions. 17.3 CUMULATIVE REMEDIES Each remedy provided for in this Declaration shall be cumulative and not exclusive. Failure to exercise any remedy provided for in this Declaration shall not, under any circumstances, be construed as a waiver. • 17.4 VIOLATIONS AS NUISANCE 648247.OUSD hd,, pial Condominiums of'rem ]. 88888-721/5-19-06/lAhch -61- CC&Rs Every act or omission in violation of the provisions of this Declaration shall constitute a nuisance and, in addition to all other remedies herein set forth, may be abated or enjoined by any Owner, any Member of the Board, the manager, or the Association. 17.5 NO RACIAL RESTRICTION No Owner shall execute or cause to be recorded any instrument which imposes a restriction upon the sale, leasing or occupancy of his Unit on the basis of race, sex, color or creed. 17.6 ACCESS TO BOOKS Declarant may, at any reasonable time and upon reasonable notice to the Board or manager at his or her own expense, cause an audit or inspection to be made of the books and financial records of the Association. 17.7 LIBERAL CONSTRUCTION The provisions of this Declaration shall be liberally construed to effectuate its purpose. Failure to enforce any provision hereof shall not constitute a waiver of the right to enforce said provision thereafter. 17.8 ESTOPPEL CERTIFICATE Each Owner and the Association hereby covenant that, within thirty (30) days of any written request of any other Owner, it will issue to such requesting Owner, or to any Mortgagee or to a bona fide purchaser under an agreement of sale or similar document, an estoppel certificate stating as of the date of such certificate whether the Owner or the Association to whom the request has been directed knows: (a) of any default under the Declaration or any separate agreement thereto (that affects such Owner's obligations set forth in the Declaration) and if there are known defaults, specifying the nature thereof; (b) whether, to its knowledge, the Declaration has been assigned, modified or amended in any way (and if it has, then stating the nature thereof); and (c) that, to its knowledge, the Declaration is in full force and effect. Such statements shall act as a waiver of any claim by an Owner (but not by its Mortgagee) furnishing it to the extent such claim is based upon facts contrary to those asserted in the statement and to the extent that the claim is asserted against a bona fide purchaser under an agreement of sale or similar document or against any Mortgagee for value, without knowledge of facts contrary to those contained in the statement and who has acted in reasonable reliance upon the statement. However, such statement shall in no event subject the Owner furnishing it to any liability whatsoever, notwithstanding the negligent or otherwise inadvertent failure of such Owner to disclose correct or relevant information. 17.9 NOTIFICATION OF SALE OF CONDOMINIUM Concurrently with the consummation of the sale of any Condominium under circumstances whereby the transferee becomes an Owner thereof, or within five (5) business days thereafter, the transferee shall notify the Board in writing of such sale. Such notification shall set forth the name of the transferee and his or her Mortgagee and transferor, the common address of the Condominium purchased by the transferee, the transferee's and the Mortgagee's mailing address, 648247.01/SD Industrial Condominiums of Temecula 88888-721/5-19-06/Inh/,ch -62- CC&Rs and the date of sale. Prior to the receipt of such notification, any and all communications required or permitted to be given by the Association, the board or the manager shall be deemed to be duly made and given to the transferee if duly and timely made and given to said transferee's transferor. Mailing addresses may be changed at any time upon written notification to the Board. Notices shall be deemed received forty-eight (48) hours after mailing if mailed to the transferee, or to his or her transferor if the Board has received no notice of transfer as above provided, by certified mail return receipt requested, at the mailing address above specified. 17.10 NUMBER, GENDER The singular shall include the plural and the plural the singular unless the context requires the contrary, and the masculine, feminine and neuter shall each include the masculine, feminine or neuter, as the context requires. 17.11 EXHIBITS All exhibits referred to in this Declaration are attached to this Declaration and incorporated by reference. 17.12 BINDING EFFECT This Declaration shall inure to the benefit of and be binding on the successors and assigns of the Declarant, and the heirs, personal representatives, grantees, tenants, successors and assigns of • the Owners. 17.13 EASEMENTS RESERVED AND GRANTED Any easements referred to in this Declaration shall be deemed reserved or granted, or both reserved and granted, by reference to this Declaration in the first deed by Declarant to any Condominium. IN WITNESS WHEREOF, Declarant has executed this instrument as of the date set forth on the first page hereof. DECLARANT: INDUSTRIAL CONDOMINIUMS OF TEMECULA, LLC, a California limited liability company J�please provide signature blocklI By: Name: Title: 648147.01/SD Industrial Condominiums of 1emecula 88888-721/5-19-06/Inb/rch -63- CC&R, STATE OF CALIFORNIA ) ) ss. COUNTY OF ) On , 200_before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name(s) are/is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity, and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (SEAL) STATE OF CALIFORNIA ) ss. COUNTY OF ) On , 200 before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name(s) are/is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity, and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (SEAL) • 648247.01/SD Industrial Condominiums af'femccula 88888-721/5-19-06/lab/rch -64- CCBR, SUBORDINATION AGREEMENT The undersigned, as holder of the beneficial interest in that certain Deed of Trust dated and recorded in the Office of the County Recorder of Riverside County on as File/Page No. , which Deed of Trust encumbers all or a portion of the real property covered by the Declaration of Covenants, Conditions and Restrictions for Industrial Condominiums of Temecula ("Declaration"), does hereby intentionally and unconditionally subordinate the lien of said Deed of Trust to (a) the foregoing Declaration, (b) any Supplementary Declaration which is recorded pursuant to the Declaration, and (c) any amendment or restatement of the Declaration or any Supplementary Declaration. Dated: a By: Name: Title: STATE OF CALIFORNIA ) ss. COUNTY OF ) On , 200_before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name(s) are/is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity, and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (SEAL) Indutiliul Condominiomti of 648247.01/SD 'fmnwnlo 88888-721/5-19-06/lub/mb -9- CC&Rs EXHIBIT "A" Legal Description of the Property PARCEL 2 AS SHOWN BY PARCEL MAP NO. 28657-1 ON FILE IN BOOK 193, PAGES 64 THROUGH 67 INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. • 649147.01/SD Industrial COIIdO1T11LW➢y of'femecula 88888-721/5-19 06/1.b/,ch -to- CC&R, i; Phase I Environmental Site Assessment Westside City I & II Developments Temecula, California May o, 2OOG LFR 7106.00 • Prepared For Kearny Real Estate Company 4275 Executive Square, Suite 800 La Jolla, California 92037 • ly� GLFR F May 8, 2000 7106.00 Mr. John Bragg Vice President Kearny Real Estate Company 4275 Executive Square, Suite 800 La Jolla, California 92037 Subject: Phase I Environmental Site Assessment, Westside City I and Westside City II Developments, Westside Business Centre, Temecula, California Dear Mr. Bragg: Attached is our Phase I Environmental Site Assessment for selected parcels of the Westside City I and Westside City II developments at the Westside Business Centre in Temecula, California. The conclusions presented in this report are based on the results of a reconnaissance-level site visit conducted by LFR Levine-Fricke (LFR) personnel and a review of available and pertinent • background information. LFR appreciates this opportunity to provide consulting services to Kearny Real Estate Company. If you have any questions concerting this project, or would like to discuss other environmental matters, please contact me at (714) 444-0111. Sincerely, ` Ralph . Beck, R.G., C.A.C., R.E.A. Senior Project Geologist Attachment • 3150 Bristol Street, Suite 250, Costa Mesa, Caldomia 92526 • (714) 444-0111 • fax(714) 444-0117 • www.ffr. com Offices Worldwide LFR Levine-Fricke CERTIFICATION Information, conclusions, and recommendations in this document have been prepared under the supervision of and reviewed by an LFR Levine-Fricke California Registered Environmental Assessor. Grant J. Miller D to Staff II Geographer • O Ou gck, R.E.A. 282 ie Senior f1roject Geologist 7106 wwac I e 11 Fu i ESA:PC Pap i LFR Levine-Fricke EXECUTIVE SUMMARY Property Location and Use LFR Levine-Fricke (LFR) performed a Phase I Environmental Site Assessment (ESA) of selected parcels of the Westside City I and Westside City II developments in the City of Temecula, County of Riverside, California ("the Site'). The approximately 55-acre Site consists of ten parcels of vacant, graded land. The Site is located within the Westside Business Centre, with parcels bordering Zevo Drive, Remington Avenue, Winchester Road, and Diaz Road. Scope of Investigation This Phase I ESA was conducted for Kearny Real Estate Company by LFR. Kearny Real Estate Company may rely on this report for further work or investigation conducted on the Site. The scope of work for the Phase I ESA included the following activities: • a walk-through reconnaissance-level visit of the Site and a review of the site history for evidence of.the past release(s) of hazardous materials and petroleum products, and assessment of the potential for on-site releases of hazardous materials and petroleum products • an evaluation of land use in the vicinity of the Site • • a review of selected regulatory files of reported on- and off-site release cases • preparation of a report presenting our findings Environmental Issues On Site Historically, the Site was intermittently used for agricultural purposes including grass crops and citrus groves, and may have been alternately utilized for cattle grazing. The Site currently consists of 10 vacant, graded parcels of land that are zoned for light industrial use. No evidence of hazardous materials or petroleum products use was observed at the Site during LFR's inspection. Off Site Historically, the land surrounding the Site consisted of rolling vegetated hills that were alternately utilized for agriculture, open rangeland, and citrus groves from at least 1953 until development activities became apparent in 1986. 7106 Wesulde 1&11 Phase I ESA:PC Page iii LFR Levine•Fricke • CONTENTS CERTIFICATION............................................................................................. ttt EXECUTIVE SUMMARY ................................................................................ 1.0 INTRODUCTION..................................................................................... 1.1 Purpose........................................................................ ................. 1.2 Scope and Limitations....................................................I...................... 1.2.1 Scope of Work......................................................................... 1.2.2 Limitations and Exceptions of Assessment............................I........... 2.0 SUBJECT SITE................................................................... 2.1 Site Description ................ ........................................... 2.1.1 Site Location and Legal Description................................................2 2.1.2 Site and Vicinity Characteristics....................................................3 2.1.3 Site Development......................................................................3 • 2.2 Property Use.....................................................................................4 2.2.1 Former Property Use .................................................................4 2.2.2 Current Property Use ......................................... .......................5 2.2.3 Cur-rent and Historicai Regulatory Review........................................5 2.3 Other Regulatory Issues — Site Specific.....................................................6 2.4 Geology ..........................................................................................6 2.4.1 Sur-face Features .......................................................................6 2.4.2 Subsurface Features................................................................... 6 2.5 Hydrology........................................................................................7 2.5.1 Surface Water....................................................... ..................7 2.5.2 Groundwater ...........................................................................7 3.0 SURROUNDING PROPERTIES ................................................................... 8 3.1 Description....................................................................................... 8 3.1.1 Historical Use.......................................................................... 8 3.1.2 Current Use ............................................................................ 8 • 7106 Wcs.WI&11 Phase I ESA:PC Page v LFR Levine-Fricke 1.0 INTRODUCTION • LFR Levine-Fricke (LFR) performed a Phase I Environmental Site Assessment (ESA) of selected parcels of the Westside City I and Westside City II developments in the,City of Temecula, County of Riverside, California ("the Site"). The approximately 55-acre Site consists of ten parcels of vacant, graded land. The Site is located within the Westside Business Centre, with parcels bordering Zevo Drive, Remington Avenue, Winchester Road, and Diaz Road. 1.1 Purpose Kearny Real Estate Company requested that LFR conduct a Phase I ESA of the Site. The purpose of the Phase I ESA is to identify, to the extent feasible pursuant to the processes prescribed in American Society for Testing and Materials (ASTM) E 1527- 97, recognized environmental conditions in connection with the property. This report is for the exclusive use of Kearny Real Estate Company. Use of this report by any other party shall be at such party's sole risk. 1.2 Scope and Limitations 1.2.1 Scope of Work The scope of work for the Phase I ESA included the following activities: • • a walk-through reconnaissance-level visit of the Site, a review of the site history for evidence of the past release(s) of hazardous materials and/or petroleum products, and an assessment of the potential for on-site releases of hazardous materials and/or petroleum products • an evaluation of land use in the vicinity of the Site • a review of selected regulatory files of reported on- and off-site release cases • preparation of a report presenting our findings 1.2.2 Limitations and Exceptions of Assessment Site-specific activities performed by LFR and information collected regarding these activities are summarized in the following sections. A summary and conclusions drawn by LFR, based on the information collected as part of the Phase I ESA, are presented in Section 4.0. The Phase I ESA was conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. • 7106 W.Mde I&11 PW,I rSA:PC Page 1 LFR Levine-Fricke seven sub-parcels (referenced in this assessment as Westside City II) comprise the • majority of the Westside H development, currently referred to as APN 909-370-009. Westside City, LLC, is the current owner of the property. A Site Plan is shown in Appendix A2. 2.1.2 Site and Vicinity Characteristics The Site lies within the northwestern portion of the City of Temecula, approximately 2 miles west of Interstate Highway 15 (Escondido Freeway) and approximately 2 miles north of Rancho California Road. The surrounding properties consist mainly of light industrial commercial buildings and vacant land. The topography of the site vicinity is generally flat to the north, east, and south, with rolling foothills extending west to the Santa Ana Mountains. 2.1.3 Site Development The Site is comprised of selected parcels of two individual developments, Westside City I and Westside City II, with a total of ten vacant, graded parcels of land. 2.1.3.1 Building Description. No buildings or other structures currently exist on any of the ten graded parcels of land. 2.1.3.2 Source of Potable Water. Water is supplied to the Site by the Rancho California Water District in cooperation with the Municipal Water District. According to Rancho California Water District officials, municipal supplies are within State regulatory standards. 2.1.3.3 Sewage Disposal System. ine Site is connected to a sanitary municipal sewer system, rather than to a septic tank system. The Rancho California Water District, in cooperation with Riverside County, provides sanitary sewer services to the property. 2.1.3.4 Solid Waste Disposal. Solid waste generated by developed properties at the Site will be collected and disposed of off-site by CR and R, Inc. (Temecula Environmental), an independent trash disposal service. LFR found no evidence of any on-site solid waste disposal. 2.1.3.5 Source of Fuel for Heating and Cooling. Edison International currently supplies electricity to the Site. No evidence of natural gas plumbing or usage was observed at the Site. 2.1.3.6 Other Improvements and Features. No other environmentally sensitive improvements or features were observed during this assessment. 7106 Wuuidc I&11 Phee I ESATC Page 3 LFR Levine-Fricke 1992 The 1992 aerial photograph depicts the Site as vacant land. Grass is growing in areas • that appeared to have been graded in the previous photograph. No development activity has taken place onsite. Grading and light industrial development are visible on neighboring properties to the east and south of the Site. Scattered residential dwellings, light industrial complexes, and graded and vacant land occupy the general site vicinity. 1995 In the 1995 aerial photograph, the Westside City I development appears to have been recently graded. Light industrial buildings occupy portions of the Westside City I development that are not part of the Site. A small parking lot and/or storage yard occupies the southwest comer of the Westside City II development. The remainder of the Westside City II development consists of vacant grassland. Vacant, undeveloped land is visible to the north and west of the Site. Light industrial complexes and graded land are present south of the Site, and a small speedway track with an adjacent parking lot is visible to the north of the Site. 2.2.2 Current Property Use On April 19, 2000, Mr. Grant Miller, Staff II Geographer with LFR, conducted a walk-through reconnaissance-level inspection of the Site to observe general site conditions and indications of the possible release(s) of hazardous materials and/or petroleum products. The Site consisted of ten graded, vacant parcels of land. Sand fences had been erected on selected parcels to control surface erosion. Property development activities for light industrial parcels in the vicinity of the Site were ongoing. No evidence of hazardous materials or petroleum products use was observed at the Site at the time of the inspection. 2.2.3 Current and Historical Regulatory Review Current and historical regulatory information pertaining to the Site was obtained from an environmental database search of local, state, and federal listings, selected environmental regulatory agency records, and building permits. An environmental database report was obtained from VISTA Information Solutions, Inc. (VISTA), which compiles its information from a database of local, state, and federal agency lists. The Site is not listed on any of the databases. Records were requested from the City of Temecula Building, Planting, Utilities, Engineering, and Records Departments for any information relative to violations of environmental regulations that may have been recorded with respect to the Site, or any • 7106 W.mide 1&u Phue 1 FSA:Pc Page 5 ` LFR Levine-Fricke age alluvium composed of coarse gravel, sand, silt, and clay. These sediments • are derived primarily from the Cretaceous plutonic rocks of the Southern California Batholith. The Site lies at the western edge of the Peninsular Ranges Geomorphic Province, in the western section of the San Bernardino Structural Block. The Site is not located in a State of California Alquist Priolo zone. LFR has not drilled soil borings at the Site, and the local and regional geologic conditions described herein are based solely upon our experience and available literature regarding the area. 2.5 Hydrology 2.5.1 Surface Water No surface water is located onsite. The nearest surface water to the Site is Murrieta Creek, which is located approximately one-half mile northeast of the Site. This intermittent seasonal creek is utilized as a storm drainage channel. 2.5.2 Groundwater According to information provided by the Rancho California Water District (RCWD), • groundwater depth in the vicinity of the Site varies from 13 feet below ground surface (bgs) to 60 feet bgs. Based on data provided by the RCWD, the general direction of groundwater movement in the vicinity of the Site is northeast, toward Murrieta Creek. The groundwater gradient in the vicinity of the Site is unreported and unknown at the present time. . The Site is located in the Temecula Valley Groundwater Basin. The Site lies in an area of recharge, with groundwater storage occurring within the older alluvium that underlies the Site to a depth of about 450 feet. The primary use of aquifers in the immediate vicinity of the Site is not known. LFR identified three domestic water wells within one-half mile of the Site. It should be noted that due to the heterogeneous lithologic nature of the underlying alluvium, it is possible that perched water levels could be encountered that may not accurately reflect the actual depth to free flowing groundwater. According to the Federal Emergency Management Agency Flood Insurance Rate Map (FIRM), the Site is located outside of a 100-year flood zone and is considered to be within an area of minimal flooding. California Division of Oil and Gas (CDOG) records were researched for data regarding the presence of petroleum-producing geologic horizons beneath the Site and oil wells in • 7106 Wa mdi I&11 Phew I ESATC Page 7 LFR Levine-Fricke 4.0 SUMMARY AND CONCLUSIONS LFR performed a Phase I ESA of selected parcels of the Westside City I and Westside • City II developments in the City of Temecula, County of Riverside, California. The approximately 55-acre Site consists of ten parcels of vacant, graded land. The Site is located within the Westside Business Centre, with parcels bordering Zevo Drive, Remington Avenue, Winchester Road, and Diaz Road. 4.1 On Site Historically, the Site was intermittently used for agricultural purposes including grass crops and citrus groves, and may have been alternately utilized for cattle grazing. The Site currently consists of 10 vacant, graded parcels of land that are zoned for light industrial use. No evidence of hazardous materials or petroleum products use was observed at the Site during LFR's inspection. 4.2 Off Site Historically, the land surrounding the Site consisted of rolling vegetated hills that were alternately utilized for agriculture, open rangeland, and citrus groves from at least 1953 until development activities became apparent in 1986. • The Site is presently bordered by vacant and developed land to the north. To the west, open grass/rangeland extends to the foothills of the Santa Ana Mountains. Existing light industrial buildings and graded parcels of land zoned for light industrial use are located to the south and east of the Site. An environmental database report prepared by VISTA was reviewed for local, state, and federal listings for properties within the site area. Regulatory database listswere reviewed for cases pertaining to leaking aboveground and underground storage tanks, hazardous waste sites, and abandoned sites within the specified radii of standards established by the ASTM. None of the facilities listed on the VISTA report appear to represent recognized environmental conditions due to their distance from the Site, type of release, groundwater flow patterns, soil characteristics, or successful remediation. 5.0 RECOGNIZED ENVIRONMENTAL CONDITIONS AND RECOMMENDATIONS Based on the findings of this Phase I ESA, it is LFR's opinion that no apparent recognized environmental conditions exist at the Site that warrant additional assessment at this time. 7106 w,sm.d�I&11 Phuc I ESA:PC Page 9 APPENDIX A Maps and Figures • L . Windmill': /036 Ga6i 8S1s j01 k ` - l � ) j I _ e l oao ^'J J \ s°\I. \. ,1 l i I f I Z . I :. ( ✓'1 CCC / � - � 1 \ S < c\; � � '.(' lIU\ z7 i 1�` r `�j Pa'•° � G 611e.5ta ell ofi SITE LOCATION 3 \0 0 t �= _,LQ . WEI/ ul ` \� )), /�(/J \� 4_v I J _•� j 1 I 'l •'Bess oir Rd ;;��f ,. ) �)1 Com"��•�.✓�/11�_ ` \• MAP SOURCE: U.S.G,S Topographic Map, 7.5' Quadrangle, Murrieta, California, 1981. I 0 1,000 2,000 4,000 feet 7106-001 04262000GXM(mea Westside City 1&11 031 L F R Site Vicinity Appendix 1 LEVINE• FRICKE Project No.7106 O s ._. ooll;� er oa a n ' c Co�f - V f Parcel 3 Parcel 5 E m p m c Abandoned Building � Parcel Parcel 2 • Westsid City II Parcel > Westside ity I a Parcel l O o Parcel 2 m U Parcell D i a z R o a d Westside City I&II LU o Y E V . Site Plan " LL �W S Z Appendix 2 oca > Project No.7106 0 �12 gr ail A bb— SITE I-OcAT ON I L R. % J, PHOTO SOURCE: Rupp Aerial Photography, Inc, 1953, L 1706M5 0428200DGXM/meg Westside City I&11 L 1953 Aerial al Photo%31421 L F R Figure I Project No,7106 'orf i \,vP • �. Z� INS r Sjin` `r�.a� \+y �� 4 V yw i' C it `•L �, �"".SS +" ;`.. r rj f x � w f T = ' - `� � ✓�� ' � gra J1 Y1i '�~ i�+`'.�tl \`y�• �','�R'r-r!!t�- . > OKI • • NUAI trsCs��.\ ``i �: -•.� .x•, \ � air l., FI ��-; J4 4 .91 '54.. . � �• l �SQ1 ,y ^y rR, \ .n 1. 11. 1� 111 Ei1se, • Z� � r:;, my t SITE LOCATION cl gm ,�7T� _- `("'Pi \rr \ ' �ys �b �' �� • J:i �"I,�/:., ? � �m-��t .',,.:�t st'I' :j,. C F v 1 .LY a It �TC��'2�ba.,�, £bf✓M"� _'xTP aS•V+. T�` T`L .... � f�'e� � { �c•��ts��_fi�t r k��y� z�..�y�„h�>��'f`”�_s9"z�TF..a i-MW "4x:"'WIN 3 � u MIM by .p - Photo 1 View of Westside City I parcels facing Southwest. �\ :.PSTSICE . — .tom:n._�ca.•,�'�'Gia+ia :�""s��2�.� �4`S�+%��tq' 'Ra: `�F G._.F�.,c.Yq'�y',1^s'Z•.-.�- �.-••aa��c��We• µ �`Y y ,.rs� -".";'fi'.`.,t4'+ f k � '"R\,��j{M. •Y iia-� � x Photo 2 View of Westside City II parcels facing West. • MID L F R Site Photographs Westside City I and II LEVINE - FRICKE Proiect No.7106 _ Water Quality Management Plan (WQMP) Industrial Condominums of Temecula • Appendix I SAN DIEGO RWQCB 2002 303(D) LIST WA'T'ER QUALITY STANDARDS DATA SHEETS 01/04/06 • ® R E G 0 IA <) j EXPLANATION I A—W.ANATN RIVER —NORTH COASTAL • rh't•1 i 2 8—SAN FRANCISCO GAY ., I s -CENTRAL COASTAL j 4 A—SANTA CLARA RIVER 48—IDS ANGELES RIVER ~ :•+ I 8 A-SACRAMENTO RIVER ` I - 8 B-SAIXtAMIEMO--8AN MAMM DELTA S C-SAN JOAOUIN 1. 1+ ,�'-i.ce�, . •_ - 5 D-TIAARE LAW "`,1••�` ,,�a� 8A-.NORTH LARONTAN Y , ¢ •. 8 8-,SOUTH LANONTAN 7 A- WEST COLORADO RIVER •• \ • (••�` 7 8-EAST COLORADO ,RIVER 8 -SANTA ANA RIVER i l S) e_7 L r y..•, � j 6B \7 Iej ...J.. VICINITY MAP,BASIN PLANNING AREAS A Figure 1 -1. FIGURE 1-1 INTRODUCTION 1 -2 September 8, 1994 Santa Margarita Watershed Map Page 1 of I Santa Margarita Watershed • _ _ - - �+ NEMcr ' CANNON LANE -r "'X.E:STORE o- 14 "�-��'..aas�'�r��-'".:,� pPi v`.✓wJ3ffi+�,��`r"':'�a"'=` .,ca�__�r..,o.. -,::.� y---,yam.. • Y e #aAr'HdJ3fi. F -•--- �;a -, c:a�..9zz�s"'c-s-�. •�sn� .�� -c n, �,-.��ter,✓- `•�F-rco.v_.,..rm�..` .�mrsc� s,yn a„ s�cc-s -:>,.s�cncccza ,> e ' • The San Diego region forms the southwest comer of California and occupies approximately 3,900 square miles of surface are; western boundary of the Region consists of the Pacific Ocean coastline,which extends approximately 85 miles north from the and Mexico border. The northern boundary of the Region is formed by the hydrologic divide starting near Laguna Beach and e inland through EI Toro and easterly along the ridge of the Elsinore Mountains into the Cleveland National Forest. The eastern I the Region is formed by the Laguna Mountains and other lesser known mountains located in the Cleveland National Forest.Tt boundary of the Region is formed by the United States and Mexico border. For additional information try the EPA-WATERS E Santa M-argarita affects: Murrieta, Temecula and Riverside County Return to Watershed Info • http://w-ww.floodcontrol.co.riverside.ca.us/stormwater/content/santamargws-htm 5/21/2005 0 9 0 2002 CWA SECTION 303(d) LIST OF WATER QUALITY LIMITED SEGMENT Approved by USEPA: July 2003 SAN DIEGO REGIONAL WATER QUALITY CONTROL BOARD 3' _'SFy�.; '+a "m' .[ 3p.k .,f.t, wN-fi7e1 'twk tis":vk�Sn�trwr..,,;; {' t P()TKN"I"1 i�"t s. 7DI '-„ }E TI �i'FD P pP..U, T'Z1DIt,} . -t. 1 T 'I' j ai, 5S s }yt�,`,7s.`,�.�., 1x .14 k' e r;.ur t�.ts 1 RL IN '!`gYt'k „� «- 11j(I!� ?-'- «,� I- ,}\S 0ER�HLU"„t�Pl-L TAN j�TR SbOR� ..PRIOFIT .S17F 1FFFL;TED U117FL�FTIOLYy-`,:I :. Total Dissolved Solids Low 19 Miles Industrial Point Sources Agriculture-storm runoff Urban Runoff/Storm Sewers Surface Mining Flow Regulation/Modification Natural Sources Golf course activities Unknown Nonpoint Source Unknown point source 9 R Sandia Creek 90222000 Total Dissolved Solids Low 1.5 Miles Urban Runoff/Storm Sewers Flow Regulation/Modification Natural Sources Unknown Nonpoint Source Unknown point source ® cs ---�-- 9 E %`anta Margarita Lagoon 90211000 -^---- Eutrophic Low 20 Acres Nonpoint/Point Source t�c^��t�mr�caa ---�� 9 R Santa Margarita River(Upper) 90222000 Phosphorus Low 18 Miles Urban Runoff/Storm Sewers Unknown Nonpoint Source Unknown point source 9 R Segunda Deshecha Creek 90130000 Phosphorus Low 0.92 Miles Urban Runoff/Storm Sewers Unknown Nonpoint Source Unknown point source Turbidity Low 0.92 Miles ConstruetiuNLand Development Urban Runoff/Storm Sewers Channebzation Flaw Regulation/Modification Unknown Nonpoint Source Unknown point source �—r ems�c�as�a Page 13 of 16 TABLE 1 -2. HYDROLOGIC UNITS,AREAS(HA)AND SUBAREAS(HSA) OF THE SAN DIEGO REGION BASIN NUMBER HYDROLOGIC BASIN NUMBER HYDROLOGIC BASIN 1.00 SAN JUAN HYDROLOGIC UNIT 2.74 Burn HSA 1.10 Laguna - HA 2.80 Aguanga HA 1.11 San Joaquin Hills . HSA 2.81 Vail HSA 1.12 Laguna Beach HSA 2.82 Devils Hole HSA 1.13 Aliso HSA 2.83 .Redac HSA 1.14 Dana Point HSA 2.84 Tula Creek HSA 1.20 Mission Viejo HA 2.90 Oakgrove HA 1.21 Oso HSA 2.91 Lower Culp HSA 1.22 Upper Trabuco HSA 2.92 Previtt Canyon HSA 1.23 Middle Trabuco NSA 2.93 Dodge HSA 1.24 Gobemadora HSA 2.94 Chihuahua HSA 1.25 Upper San Juan HSA 1.26 Middle San Juan - NSA 3.00 SAN LUIS REY HYDROLOGIC UNIT 1.27 Lower San Juan -HSA 3.10 Lower San Luis HA 1.28 Ortega HSA 3.11 Mission HSA 1.30 . San Clemente HA 3.12 Bonsall HSA 1.31 Prima Deshecha HSA 3.13 Moosa HSA 1.32 Segunda Deshecha NSA 3.14 Valley Center HSA 1.40 San Mateo Canyon HA 3.15 Woods HSA 1.50 'San Onofre HA 3.16 Rincon - HSA 1.61 San Onofre Valley HSA 3.20 Monserate HA 1.52 Las Pulgas HSA 3.21 Pala HSA 1.53 Stuart _ HSA 3.22 Pauma HSA � -_�-^'� 3.23' La Jolla Amago HSA y > " 2.00 �_SANTA MARGARITA HYDROLOGIC UNIT? 3.30 Warner Valley HA 2.10 Ysidora HA 3.31 Warner HSA 2.11 Lower Ysidora HSA 3.32 Combs HSA 2.12 Chappo HSA 2.13 Upper Ysidora HSA 4.00 CARLSBAD HYDROLOGIC UNIT 2.20 DeLuz HA 4.10 Loma Aka HA 2.21 DeLuz Creek HSA 4.20 Buena Vista Creek HA 2.22 GayNan HSA 4.21 El Saito HSA - 2.23 Valleckos NSA 4.22 Vista HSA 2.30 Murrieta HA 4.30 Ague Hedionda HA 2,37.,E_- Wlldomar - ;HSA 4.31 Loa Manes HSA �2 _f .Murrieta T�--=- HSA- 4.32 Buena HSA 2.33 French NSA 4.40 Encinas HA 2.34 Lower Domenigoni HSA 4.60 San Marcos HA 2.35 Domenigoni HSA 4.51 Batiquitos HSA 2.36 Diamond NSA 4.52 Richland .HSA 2.40 Auld HA 4.53 Twin Oaks HSA 2.41 Bachelor Mountain HSA 4.60 Escondido Creek HA 2.42 Gertrudis HSA 4.61 San Elljo HSA 2.43 Lower Tucalota HSA 4.62 Escondido HSA 2.44 Tucalota HSA 4.63 Lake Wohlford HSA 2.50 Pechanga HA 2.61 Pauba HSA 5.00. SAN DIEGUITO HYDROLOGIC UNIT 2.52 Wok HSA 6.10 Solana Beach HA 2.60 Wilson HA 6:11 Rancho Sante Fe HSA 2.61 Lancaster Valley HSA 5.12 La Jolla HSA 2.62 Lewis HSA 6.20 Hodges - HA 2.63 Reed Valley HSA 5.21 Dei Dios NSA 2.70 Cave Rocks HA 5.22 Green HSA 2.71 Lower Coahuila HSA 5.23 Felicka HSA 2.72 Upper Coahuila HSA 5.24 Bear. - HSA 2.73 Anza HSA • INTRODUCTION 1.6 September 8, 1994 Table 4 - 8. Receiving Waters Impacted by Pollution from Stormwater • and Urban Runoff (Order No. 90 -42) IMPACTED REFERENCES PARAMETERS MUNICIPALITIES/JURISDICTION RECEIVING WATER San Diego Bay WQLS, NPSI PET,TRA,SYN, City of San Diego,Coronado, National City, Chula Vista, COL, DEB, MET Imperial Beach, La Mesa, Lemon Grove, County of San Diego,San Diego Unified Port District Mission Bay WQLS, NPSI COL, MET City of San Diego Santa Margarita WQLS, NPSI NUT Camp Pendleton, County of San Diego, County of Lagoon Riverside,Temecula Oceanside Harbor NPSI TRA, SYN Camp Pendleton, Oceanside Buena Vista Lagoon NPSI NUT,SED Oceanside,Vista,Carlsbad, County of San Diego Ague Hedionda SDOHSR COL Carlsbad,San Marcos Lagoon Batiquitos Lagoon WOLS, NPSI NUT, BED Carlsbad, Encinitas, San Marcos, County of San Diego .San Elijo Lagoon WQLS, NPSI NUT, SED Encinitas, Escondido, Solana Beach, County of San Diego San Dieguito Lagoon NPSI,TSMP SED,TRA City of San.Diego,Dal Mar,Solana Beach,County of San Diego, Escondido Los Penacquitos WOLS, NPSI NUT, SED City of San Diego, Del Mar,Poway, County.of San Diego Lagoon • Tijuana River Estuary WQLS, NPSI TRA,SYN, Tijuana,Mexico,City of San Diego, Imperial Beach �\ DOX,NUT San Diego River NPSI SYN, PES,SED City of San Diego, La Mesa, EI Cajon,Santee,County of San Diego Forester Creek NPSI TRA EI Cajon,Santee Tijuana River WOLS,NPSI NUT, DEB, Tijuana, City of San Diego COL, DOX, SYN, PES, TRA - Lake Hodges NPSI NUT, DIS City of San Diego, Escondido,Poway •ABBREVIATIONS FOR TABLE 2: REFERENCES WOLS- Water Quality Limited Segment NPSI- Nonpoint Source Inventory Report SDOHSR- State Department of Health Services Report on Shellfish Contamination in Aqua Hedionda Lagoon TSMP- Toxic Substances Monitoring Program elevated values PARAMMfM COL- Coliform bacteria or other microbes DEB- Debris DIS- Dissolved Solids DOX, Low dissolved oxygen,except when associated with algal blooms caused by nutrients MET- Metals, except trace elements NUT- Nutrients,macro-and micro-nutrients, including algal bloom-low dissolved oxygen syndrome PES- Pesticides, except trace elements, including insecticides,-nematooldes, herbicides,and fungicides PET- Petroleum distillates SED- Sedimentation/turbidity, including habitat alteration due to sedimentation - SYN- Synthetic organics,except herbicides and pesticides TRA- Trace elements:aluminum, beryllium,cadmium, chromium, copper,lead, mercury, manganese, molybdenum, nickel, selenium, silver,titanium, and zinc. TABLE 4-8 IMPLEMENTATION 4- 72 September 8, 1994 Table 2-2. BENEFICIAL USES OF INLAND SURFACE WATERS BENEFICIAL USE . 1,2 TNR I P G F P R R B W C W R S Hydrologic Unit N R W R O E E I A O 1 A P Inland Surface Waters Basin Number D 0 R S W C C O R L L R W C H 1 2 L M D D E N San Onofre Creek Watershed-continued Piedra de Lumbre Canyon 1.52 + 0 0 0 0 0 0 0 unnamed Intermittent coastal streams 1.52 + 0 0 0 0 0 Aliso Canyon 1.53 + 0 a 0 0 0 0 0 French Canyon 153 + 0 0 0 0 0 0 Cocklebur Canyon 1.53 + 0 0 0 0 0 Santa Margarita River Watershed Santa Margarita River 2 22 ® 0 0 0 0 0 0 0 0 Murrieta Creek 2.31 0 0 o s. O 0 0 0 Bundy Canyon 2.31 0 0 00 0 0 0 a Slaughterhouse Canyon 2.31 0 0 . 0 0 O 0 0 0 �— — Murrieta Creek 2.32 0 0 0 0 0 0 0 a Murrieta Creek 2.52 o a o 0 0 O 0 0 0 Cole Canyon 2.32 0 e o 0 O o 0 0 Miller Canyon 2.32 0 0 0 0 0 0 o a Warm Springs Creek 2.36 0 0 0 o O 0 0 0 Diamond Valley 238 0 0 0 o O o 0 0 Goodhart Canyon 236 0 0 0 0 O 0 0 ® Existing Beneficial Use 1 Waterbodies are listed multiple times if they cross hydrologic area or sub area boundaries. O Potential Beneficial Use 2 Beneficial use designations apply to all tributaries to the Indicated waterbody,if not listed separately. Y + Excepted From MUN(See Text) Table 2-2 March 12, 1997 BENEFICIAL USES 2-17 Table 2-5. BENEFICIAL USES OF GROUND WATERS BENEFICIAL USE Ground Water Hydrologic M A 1 P F G Unit Basin U G N R R W Number N R D O S . R C H SANTA MARGARITA HYDROLOGIC UNIT 2.00 Ysidore HA 2 2.10 0 0 0 0 Deluz HA 2.20 0 0 0 - Murrieta HA 2.30 0 0 0 0 - � Alud HA 2.40 0 0 0 Pechanga HA 2.50 ® ® 0 Wilson HA 2.60 0 0 O Cave Rocks HA 2.70 ® 1 0 Aguanga HA 2.80 ® 0 0 Oakgrove HA 2.90 SAN LUIS REY HYDROLOGIC UNIT 3.00 Lower San Luis HA 2 3.10 Monserate HA 3.20 Pala HSA 3.21 ® 0 0 Peuma HSA 3.22 0 .01 0 La Jolla Amago HSA 1 3.23 0 01 ® 0 Warner Valley HA 3.301 H Warner HSA 3.31 01 01 0 1 101 Combs HSA 3.32 01 @1 0 2 These beneficial uses do not apply westerly of the easterly boundary of the right-cf-way of Interstate Highway 6 and this area is excepted from the sources of drinking water policy. The beneficial uses for the remainder of the hydrologic area are as shown. 0 Existing Beneficial Use 0 Potential Beneficial Use Table 2-6 BENEFICIAL USES - 2-62 September 8,1994 Table 2-3. BENEFICIAL USES OF COASTAL WATERS BENEFICIAL USE Coastal Waters Hydrologic I N R R C B E W R M A M S W S Unit Basin N A E E 0 1 S I A A Q I P A H Number D VC C M O T L R R U G W R E 1 2 M L D E A R N M L L Coastal Lagoons - continued Buena Vista Lagoon 2 4,P1 0 0 0 Loma Alta Slough 4.10 ® 0 0 0 @ p Mouth of San Luis Rey River 3.11 0 ® 0 0 0 Santa Margarita Lagoon 2,11 0 ® ® 0 ® 0 Aliso Creek Mouth 1.13 0 0 0 .0 0 San Juan Creek Mouth 1.27 ® ® ® ® ® ® 0 San Mateo Creek Mouth 1.40 ® ® ® ® ® ® 0 0 San Onofre Creek Mouth 1.51 ® ® ® ® ® ® 0 1 Includes the tidal prisms of the Otay and Sweetwater Rivers. 2 Fishing from shore or boat permitted, but other water contact recreational (REC-i) uses are prohibited. 0 Existing Beneficial Use O Potential Beneficial Use Table 2-3 March 12, 1997 BENEFICIAL USES 2.q8 ) GeOWBS Dynamic Query System Page 1 of 2 MU ZETA CREEK UPPER Click below or scoll down for additional waterbody information: • e Water-Quality Assem ssent Beneficial Uses Support e Causes and Sources_of - a Total Maximum Daily Load Pollutants Water Quality Standards Inventory Database Water quality objectives, constituents, and criteria for MURRIETA CREEK UPPER. Water body Location Sorry, no spatial domain available at this time. Water- Quality Assessment Waterhody Data Value Approximate Size: 16.7 Unit of Measure: Miles • RWQCB Region: 9 Calwater Watershed (RBUASPW): 902.300 Year Last Assessed: 1998 Is Waterbody on 303(d) List? No Assessment Comments: No Comments Beneficial Uses No Beneficial Uses Fre Currennt i Listed Causes of Impairment V^ C-lases ,,,`a 1r pal rrne nt are. Currently L�sted Sources of Impairment • No ;,i;Lig:;e5 5f ?'r Cru-,L_b-!W —1iS'.E;e http://www.ice.ucdavis.eda/geowbs/asp/wbassess.asp?wbid=CAR902.300MURRIETA+CREEK 1/5/2006 GeoWBS Dynamic Query System Page 2 of 2 Total Maximum Daily Load Pollutants No TMDLs are Currently t.isted i ,,A*!! InformationCenter for the Environment GeoWBS l_feedbackc��r ice.ucdavis.edu I Search � Notices I Home QLr • http://www.ice.ucdavis.edu/geowbs/asp/wbassess.asp?wbid=CAR902.30ON URRIETA+CREEK 1/5/2006 Page 1 of I Map Dis la it ` '�•, . n �'s'F {�r a s r t Et f (1V { qLy �/ m� ail• IMap Scale 1:156908 0 http://icemaps.des.ucdavis.edu/scripts/esrimap.dll?name=ICEMap2&Cmd=ZooinRegion&lyrName... 1/5/2006 Water Quality Standards Inventory Database Page 1 of 6 Water Quality Standards Inventory Database Click on the links below to Click on the links below to view water Click on the links below to view comments and search for another waterbody. quality parameters for Murrieta Creek. corrections logged or to navigate to the comments and ~earth b, "eu,'en", Jsce " nclwnl Uxs corrections input page SnIchby Kcyt,ofd Wates Q.,Iih objectives Cwrannus and Corrections) Search by SWRCIB Region Water ualit, Narrati a Colwoucws Con and Co¢c owns InputIla Search by C.Ihianv Uisbiei. Walcr Quality Hnmui-C6-felia S arch b\_C_ponl W alar Qtmra na tui ia(ra Murrieta Creek Water Quality Control Board Region: Click on the region number for a list of waterbodies and reported 9 hydrologic units in that region. 11 hydrologic Units: Reported Published Click on the reported hydrologic unit for a list of waterbodies in Hydrologic Units Hydrologic Units that unit. 902_.32 902.32 Caltrans District: Click on the Caltrans district for a list of waterbodies and reported 8 hydrologic units in that district. Counties: Click on the reported county name for a list of waterbodies and reported hydrologic units in that county. Reported Counties Published Counties "Please mac Thal reported and published townies'arc associated t,uh hvdminuic unit not wufcrbodc. RIVERSIDE RIVERSIDE Location Map Watershed Map a t s � Geospatial Waterbody System Assessment Data MURRIETA CREEK UPPER ---------------------- (includes 305(b)and 303(d)Determinations) `Y iterbodY BetnPl coal Uses RWQCB Beneficial Use Use Status Click on the beneficial use for the beneficial use code and description. Potential or Existing Agricultural_Supply Existing l idustrial Semce Supply Existing http://www.ice.ucdavis.edu/wqsid/waterbody.asp?wb tkey=3546 1/5/2006 Water Quality Standards Inventory Database Page 2 of 6 IMunicipal and_Domestic Supply I Existing Industrial Process Supply Existing Water Contact Recreation Potential Non-Contact Water Recreation Existing _Warm Freshwater Habitat Existing Wildlife HabitatExisting 'Vater Quality Objectives Waterbody Beneficial ConstituentConstituent Constituent Constituent Constituent Reach Use I Concentration units I Details lCornments *No WQOs Available Water Quality Narrative Constituents Constituent Name Constituent Description Biostimulatory Inland surface waters, bays and estuaries and coastal lagoon waters shall not contain biostimulatory Substances substances in concentrations that promote aquatic growth to the extent that such growths cause nuisance or adversely affect beneficial uses. Color Waters shall be free of coloration that causes nuisance or adversely affects beneficial uses.The natural color of fish, shellfish or other resources in inland surface waters, coastal lagoon or bay and estuary shall not be impaired. DO The dissolved oxygen concentration in ocean waters shall not at any time be depressed more than 10 percent from that which occurs naturally, as the result of the discharge of oxygen demanding waste materials. Floating Waters shall not contain floating material, including solids, liquids,foams, and scum in concentrations Material which cause nuisance or adversely affect beneficial uses. Oil and Grease Waters shall not contain oils,greases,waxes, or other materials in concentrations which result in a visible film or coating on the surface of the water or on objects in the water, or which cause nuisance or which otherwise adversely affect beneficial uses. pH The pH value shall not be changed at any time more than 0.2 pH units from that which occurs naturally.Changes in normal ambient pH levels shall not exceed 0.2 units in waters with designated marine(MAR), or estuarine(EST), or saline(SAL)beneficial uses. Changes in normal ambient pH levels shall not exceed 0.5 units in fresh waters with designated cold freshwater habitat(COLD)or warm freshwater habitat(WARM)beneficial uses. In bays and estuaries the pH shall not be depressed below 7.0 nor raised above 9.0. In inland surface waters the pH shall not be depressed below 6.5 nor raised above 8.5. Radioactivity Radionuclides shall not be present in concentrations that are deleterious to human, plant, animal, or aquatic life nor that result in the accumulation of radionuclides in the food web to an extent that presents a hazard to human, plant, animal or aquatic life. Sediment The suspended sediment load and suspended sediment discharge rate of surface waters shall not be altered in such a manner as to cause nuisance or adversely affect beneficial uses- Suspended Waters shall not contain suspended and settlable solids in concentrations of solids that cause nuisance Solids or adversely affect beneficial uses. Toxicity All waters shall be maintained free of toxic substances in concentrations that are toxic to, or that produce detrimental physiological responses in human, plant, animal, or aquatic life. Compliance with this objective will be determined by use of indicator organisms, analyses of species diversity, population density, growth anomalies, bioassays of appropriate duration, or other appropriate methods as specified by the Regional Board. The survival of aquatic life in surface waters subjected to a waste discharge or other controllable water quality factors, shall not be less than that for the same water body in areas unaffected by the waste discharge or, when necessary,for other control water that is consistent with requirements specified in US EPA, State Water Resources Control Board. As a minimum, compliance with this objective as stated in the previous sentence shall be evaluated with a 96-hour http://www.ice.ucdavis.edu/wgsid/waterbody.asp?wb_fkey=3546 1/5/2006 Water Quality Standards Inventory Database Page 3 of 6 acute bioassay. In addition, effluent limits based upon acute bioassays of effluents will be prescribed where appropriate, additional numerical receiving water objectives for specific toxicants will be established as sufficient data become available,and source control of toxic substances will be encouraged. Temperature The natural receiving water temperature of intrastate waters shall not be altered unless it can be demonstrated to the satisfaction of the Regional Board that such alteration in temperature does not adversely affect beneficial uses. At no time or place shall the temperature of any COLD water be increased more than 5F above the natural receiving water temperature. Taste and Odor Waters shall not contain taste or odor producing substances at concentrations which cause a nuisance or adversely affect beneficial uses. The natural taste and odor of fish, shellfish or other Regional water resources used for human consumption Shall not be impaired in inland surface waters and bays and estuaries. Turbidity Waters shall be free of changes in turbidity that cause nuisance or adversely affect beneficial uses. Water Quality Numeric Criteria Beneficial Numeric Constituent Numeric Numeric Numeric Numeric Numeric Use Name Constituent Constituent Constituent Constituent Constituent Detail Maximum Units Comments Reference MUN 1,1,1-Trichloroethane - 0.2 mg/L TITLE22 MUN 1,1,2,2-Tetrachloroethane - 0.001 mg/L TITLE22 MUN 1,1,2-Trichloroethane - 0.005 mg/L TITLE22 MUN 1,1-Dichloroethane - 0.005 mg/L TITLE22 MUN 1,1-Dichloroethylene 0.006 mg/L TITLE22 MUN 1,2,4-THchlorobenzene 0.07 mg/L TITLE22 MUN 1,2-Dibronto-3- - 0.0002 mg/L TITLE22 chloropropane MUN 1,2-Dichlorobenzene - 0.6 mg/L TITLE22 MUN 1,2-Dichloroethane - 0.0005 mg/L TITLE22 MUN 1,2-Dichloropropane - 0.005 mg/L TITLE22 MUN 1,3-Dichloropropene - 00005 mg/L. TITLE22 MUN 1,4-Dichlorobenzene 0.005 mg/L TITLE22 MUN 2,3,7,8-TCDD(Dioxin) - 10.0000003 mg/L TITLE22 MUN 2,4,5-TP(Silvex) 0.05 mg/L TITLE22 MUN 2,4-D - 0.07 mg/L TITLE22 MUN Alachlor - 0.002 mg/L TITLE22 MUN Aluminum - I mg/L TITLE22 MUN Antimony - 0.006 mg/L TITLE22 MUN Arsenic - 0.05 mg/L TITLE22 MUN Asbestos - 7 MFL Million fibers TITLE22 per liter MUN Atrazine - 0.003 mg/L TTFLE22 MUN Barium - mg/L TITLE22 MUN Bentazon - 0.018 mg/I, TITLE22 MUN Benzene - 0.001 mg/L TITLE22 MUN Benzo(a)pyrene - 0.0002 mg/L TITLE22 MUN Beryllium - 0.004 mg/L TITLE22 MUN Cadmium - 0.005 mg/L TITLE22 MUN Carboftuan - 0,018 mg/L TITLE22 MUN Carbon Tetrachloride - 0.0005 mg/L TITLE22 MUN Chlordane - 0.0001 mg/L TITLE22 MUN Chromium - 0.05 mg/L TITLE22 http://www.ice.ucdavis.edu/wgsid/waterbody.asp?wb_fkey=3546 1/5/2006 Water Quality Standards Inventory Database Page 4 of 6 MUN cis-1,2-Dichloroethylene - 0.006 mg/L TITLE22 MUN Copper - 1.3 mg/L in>]0%oftap TITLE22, water samples Pb&Cu Rule collected • MUN Cyanide - 0.2 mg/L TITLE22 MUN Dalapon - 0.2 mg/L TITLE22 MUN Di(2-ethyl hexyl)adi pate 0A mg/L TITLE22 MUN Di(2-ethylhexyl)phthalate - 10.004 mg/L TITLE22 MUN Dichloromethane 0.005 mg/L TITLE22 MUN Dinoseb - 0.007 111g/L TITLE22 MUN Diquat - 0.02 mg/L TITLE22 MUN Endothall - 0.1 mg/L TITLE22 MUN Endrin - 0.002 mg/L TITLE22 MUN Ethylbenzene - 0.7 mg/L TITLE22 MUN Ethylene Dibromide - 0.00005 mg/L TITLE22 MUN Fluoride <53.7F 12A mg/L MUN Fluoride 53.8F-58.3F 12,2 mg/L MUN Fluoride 58.4F-63.8F 12 mg/L MUN Fluoride 63.9F-70.6F 1.8 mg/L MUN Fluoride 70.7F-79.2F 1,6 mg/L MUN Fluoride 793F-90.5F 1,4 mg/L MUN Freon 113 - 1,2 meth TITLE22 MUN Glyphosate - 0.7 mg/L TITLE22 MUN Heptachlor - 0.00001 mg/L TITLE22 MUN Heptachlor Epoxide 0,00001 mg/L TITLE22 MUN tiexachlorobenzene - 0.001 mg/L TITLE22 MUN Hexachlorocyclopentadiene - 0.05 mg/L TITLE22 MUN Lead - 0.015 mg/L in>10%of tap TITLE22, water samples Pb&Cu Rule col leeted MUN Lindane - 0.0002 mg/L TITLE22 MUN MBAS - 0.5 0 MUN Mercury - 0.002 mg/L TITLE22 MUN Methoxychlor - 0.04 mg/L, TITLE22 MUN Molinate - 0.02 mg/L TITLE22 MUN Monochlorobenzene - 0.07 mg L TITLE22 MUN iNickel - 0.1 mg/L TITLE22 MUN Nitrate(as NO3) - 45 mg/L TITLE22 MUN Nitrate+Nitrite(sum as - 10 mg/L TITLE22 nitrogen) MUN Nitrite(as nitrogen) 1 mg/L TITLE22 MUN Oxamyl - 101 mg/L TITLE22 MUN PCBs - 0.0005 mg/L TITLE22 MUN Pentachlorophenol - 0.001 mg/L TITLE22 MUN Phenols - 0.001 mg/L MUN Picloram - 0.5 mg/L TITLE22 MUN Selenium - 0.05 mg/L TI PLE22 MUN Simazine - 0,004 mg/L TITLE22 MUN Styrene - 0.1 mg/L 'rITLE22 MUN Tetrachloroethylene 0.005 mg/L TITLE22 MUN Thallium I- 10,002 mg/L. TITLE22 http://www-ice.ucdavis.edu/wqsid/waterbody.asp?wb_fkey=3546 1/5/2006 Water Quality Standards Inventory Database Page 5 of 6 MUN Thiobencarb - 0.07 mg/L TITLE22 MUN Toluene - 0.15 mg/L TITLE22 MUN Toxaphene - 0.003 mg/L TITLE22 MUN trans-l,2-Dichloroethylene - 0,01 mg/L TITLE22 MUN Trichloroethylene - 0.005 mg/L TITLE22 MUN Trichlorofluoromethane - 0.15 mg/L TITLE22 MUN Vinyl Chloride - 0.0005 mg/L TITLE22 MUN Xylenes - 1.75 mg/L TITLE22 WARM Dissolved Oxygen - -5 mg/L AGR Boron - 0.75 mg/L Quality Criteria for Water, 1986 Gold Book. Water Quality Ammonia Criteria Beneficial Constituent Constituent Constituent Constituent Time Constituent Constituent Use Name pH Temperature Duration Concentration Units AGR Ammonia as N - - - 0.025 mg/L IND Ammonia as N - - - 0.025 mg/L MUN Ammonia as N - - - 0.025 mg/L PROC Ammonia as N - - - 0,025 mg/L REC I Ammonia as N,- - V 10.025 mg/l. IRFLD C2 Ammonia as N - - - 0,025 mg/L ARM Ammonia as N - - - 0.025 mg/L Ammonia as N1_ 0.025 mc/L Water Quality Bacteria Criteria Beneficial Constituent ConstituentConstituent Constituent Constituent Use Name Concentration t Comments Concentration Units Constituenommens Reference Details REC I Fecal Log Mean-10%of 400 Count per Log mean value. Based Coliform Samples for 30 day 100 ml on in ore than 10 percent of total samples during any 30-day period. REC I Fecal Log Mean-5 200 Count per Log mean value. Based Coliform Samples for 30 day 100 mt on a minimum of Dot less than five samples for any 30-day period. RFC2 Fecal Average-10%of 4000 Count per Average value. Based on Coliform Samples for 30 day 100 nil more than 10 percent of total samples during any 30-day period. RFC2 Fecal Average-for 30 2000 Count per Average value. Based on Coliform day 100 ml samples for a 30-day pe od. Comments _C_o__m_m_ ents Click above to go to the Comments input page. *No Comments available http://www.ice.ucdavis.edu/wgsid/waterbody.asp?wb_flcey=3546 1/5/2006 Water Quality Standards Inventory Database Page 6 of 6 sfN< cC Information Center for the Environment feedfiacrce.ucdav{s.edu Search Notices WQSID no • http://www.ice.ucdavis.edu/wgsid/waterbody.asp?wb_fkey=3546 1/5/2006 Page 1 of 1 Ma Dis la 11V It , � I � x B -lit f - 1 � *F H1�t ll1 I1 �. •... F i� �wp i�h, •+S i a IMap Scale 1:143598 http://icemaps.des.ucdavis.edu/scripts/esrimap.dll?name=ICEMap2&Cmd=ZoornRegion&lyrName... 1/5/2006 Water Quality Standards Inventory Database Page ] of 6 Water Quality Stall dards Inventor Database Click on the links below to Click on the links below to view water Click on the links below to view comments and watch for another quality parameters for Santa Margarita corrections logged or to navigate to the comments and waterbody. River. corrections input page. Search by Beneficial Uses Bench ial Us y Conunenl9 aand C on t t."ns I,og Scarth by Kcr_rvo rd Wal ri)uah}Objectives Comments and Correction,Input Page Sesch by S RC13 Region Water Quality Narrative Constituents $ arch bTCaltrans District Water ualtiv Numenr Crus. S�¢h b,County Water uaht t3aelena Criteria Santa Margarita River Water Quality Control Board Region: Click on the region number for a list of waterbodies and reported 9 hydrologic units in that region. Hydrologic Units: Reported Published Click on the reported hydrologic unit for a list of waterbodies in Hydrologic Units Hydrologic Units that unit. 9.02.22 90222 Caltrans District: Click on the Caltrans district for a list of waterbodies and reported 8 hydrologic units in that district. Counties: Click on the reported county name for a list of waterbodies and reported hydrologic units in that county. Reported Counties Published Counties •Pleas,not,Ilial rtporlcd and publiahcd cuunhcs arc aasncialN ty illi hvdmlovw 1`111.not e'n lcdrodv. - ` RIVERSIDE RIVERSIDE RIVERSIDE IL SAN DIEGO Location Map Watershed Map c x 7/ 3 4 t Geospaataal Waterbody System Assessment Data SANTA MARGARITA RIVER-UPPER (includes 305(b)and 303(d) Determinations) Waterbody Beneficial Uses RWQCB Beneficial Use Use Status Click on the beneficial use for the beneficial use code and description. ]Potential or Existing Aericul ural Supply Existing http://www.ice.ucdavis.eduYwqsid/waterbody.asp?wb fkey=3537 1/5/2006 Water Quality Standards Inventory Database Page 2 of 6 Cold Freshwater Habitat Existing Industrial Service Sup-ly Existing —711 Municipal and Domestic Supply Existing • Rare Threatened or Endangered Species IlExisting Water Contact Recreation Existing Non-Contact Water Recreation Existing Warm.Freshwater Habitat Existing Wildlife Habitat IlExisting Water Quality Objectives Waterbody Beneficial Constituent Constituent Constituent Constituent Constituent Reach Use Concentration Units Details lComments *No WQOs Available Water Quality Narrative Constituents Constituent Name Constituent Description Biostimulatory Inland surface waters,bays and estuaries and coastal lagoon waters shall not contain biostimulatory Substances substances in concentrations that promote aquatic growth to the extent that such growths cause nuisance or adversely affect beneficial uses. Color Waters shall be free of coloration that causes nuisance or adversely affects beneficial uses.The natural color of fish, shellfish or other resources in inland surface waters, coastal lagoon or bay and estuary shall not be impaired. DO The dissolved oxygen concentration in ocean waters shall not at any time be depressed more than 10 percent from that which occurs naturally,as the result of the discharge of oxygen demanding waste materials. Floating Waters shall not contain floating material,including solids, liquids, foams,and scum in concentrations Material which cause nuisance or adversely affect beneficial uses. Oil and Grease Waters shall not contain oils,greases, waxes, or other materials in concentrations which result in a visible film or coating on the surface of the water or on objects in the water, or which cause nuisance or which otherwise adversely affect beneficial uses. PH The pH value shall not be changed at any time more than 0.2 pl-I units from that which occurs natural ly.Changes in normal ambient pH levels shall not exceed 0.2 units in waters with designated marine(MAR),or estuarine(EST), or saline(SAL)beneficial uses.Changes in normal ambient pH levels shall not exceed 0.5 units in fresh waters with designated cold freshwater habitat(COLD)m warn freshwater habitat(WARM)beneficial uses. In bays and estuaries the pH shall not be depressed below 7.0 nor raised above 9.0. In inland surface waters the pH shall not be depressed below 6.5 nor raised above 8.5. Radioactivity Radionuclides shall not be present in concentrations that are deleterious to human, plant, animal, or aquatic life nor that result in the accumulation of radionuclides in the food web to an extent that presents a hazard to human, plant, animal or aquatic life. Sediment The suspended sediment load and suspended sediment discharge rate of surface waters shall not be altered in such a manner as to cause nuisance or adversely affect beneficial uses. Suspended Waters shall not contain suspended and settlable solids in concentrations of solids that cause nuisance Solids oradverselyaffect beneficialuses, Toxicity All waters shalt be maintained free of toxic substances in concentrations that are toxic to, or that produce detrimental physiological responses in human, plant, animal, or aquatic lite. Compliance with this objective will be determined by use of indicator organisms, analyses of species diversity, • population density, growth anomalies, bioassays of appropriate duration,or other appropriate methods as specified by the Regional Board. The survival of aquatic life in surface waters subjected to a waste discharge or other controllable water quality factors, shall not be less than that for the same water body http://www.ice.ucdavis.edu/wgsid/waterbody.asp?wb_fkey=3537 1/5/2006 Water Quality Standards Inventory Database Page 3 of 6 in areas unaffected by the waste discharge or, when necessary, for other control water that is consistent with requirements specified in US EPA, State Water Resources Control Board. As a minimum, compliance with this objective as stated in the previous sentence shall be evaluated with a 96-hour acute bioassay. In addition, effluent limits based upon acute bioassays of effluents will be prescribed where appropriate,additional numerical receiving water objectives for specific toxicants will be established as sufficient data become available, and source control of toxic substances will be encouraged. Temperature The natural receiving water temperature of intrastate waters shall not be altered unless it can be demonstrated to the satisfaction of the Regional Board that such alteration in temperature does not adversely affect beneficial uses. At no time or place shall the temperature of any COLD water be increased more than 5F above the natural receiving water temperature. Taste and or Waters shall not contain taste or odor producing substances at concentrations which cause a nuisance or adversely affect beneficial uses. The natural taste and odor of fish, shellfish or other Regional water resources used for human consumption Shall not be impaired in inland surface waters and bays and estuaries. Turbidity Waters shall be free of changes in turbidity that cause nuisance or adversely affect beneficial uses. 'beater Quality Numeric Criteria Beneficial Numeric Constituent Numeric Numeric Numeric Numeric Numeric Use Name Constituent Constituent Constituent Constituent Constituent Detail Maximum Units Comments Reference MUN 1,1,1-Trichloroethane - 0.2 mg/L TITLE22 MUN 1,1,2,2-Tetrachloroethane - 0.001 mg/L TITLE22 MUN 1,12-Trichloroethane - 0.005 mg/L TITLE22 MUN 1,1-Dichloroethane 0.005 mg/L TITLE22 MUN 1,1-Dichloroethylene - 0.006 mg/l, TITLE22 MUN 1,2,4-Trichlorobenzene - 0.07 mg/L TITLE22 . MUN 1,2-Dibromo-3- - 0.0002 mg/L TITLE22 chloropropane MUN 1,2-Dichlorobenzene - 0.6 mg/L TITLE22 MUN 1,2-Dichloroethane - 0.0005 1 mg/L TITLE22 MUN 1,2-Dichloropropane 0.005 mg/L TITLE22 MUN 1,3-Dichloropropene - 0.0005 mg/L TITLE22 MUN 1,4-Dichlorobenzene - 0.005 mg/L TITLE22 MUN 2,3,7,8-TCDD(Dioxin) - 0.0000003 mg/L TITLE22 MUN 2,4,5-TP(Silvex) - 0.05 mg/L TITLE22 MUN 2,4-D - 0.07 mg/L TITLE22 MUN Alachlor - 0.002 mg/L. TITLE22 MUN Aluminum 1 mg/L TITLE22 MUN Antimony 0.006 mg/L TITLE22 MUN Arsenic - 0.05 mg/L TITLE22 MUN Asbestos - 7 MFL Million fibers TITLE22 per liter MUN Atrazine - 0.003 mg/L TITLE22 MUN Barium - 1 mg/L, "TITLE22 MUN Benlazon - 0.018 mg/L TITLE22 MUN Benzene 0 001 mg/L TITLE22 MUN Benzo(a)pyrene - 0.0002 mg/L TITLE22 MUN Beryllium - 0.004 mg/L TITLE22 MUN Cadmium - 0.005 mg/L TITLE22 MUN Carbofiman - 0.018 mg/L TITLE22 MUN Carbon Tetrachloride - 0.0005 mg/L TITLE22 http://www.ice.ucdavis.edu/wqsid/waterbody.asp?wb fkey-3537 1/5/2006 Water Quality Standards Inventory Database Page 1 of 8 Nater Quality Standards Inventory Database Click on the links below to Click on the links below to view water Click on the links below to view comments and search for another quality parameters for Santa Margarita corrections logged or to navigate to the comments and waterbody. Lagoon. corrections input page. Search f) B.,elmal Iles Bono hu J lfscv Commentsaad Corrections Logged Search bi keyword Water Quttit� Oh�wnveti Comments and Comchons hnput page Suareh b} SWI2CliReeion Watvr uahity Numuve Con lhuents- 9W Search by Caltrans Uislricl Na¢sQualin Nunam Criteria I• S ar h tw Counts Water unlit y Baocuw Critmia Santa Margarita Lagoon Water Quality Control Board Region: Click on the region number for a list of waterbodies and reported 9 hydrologic units in that region. Hydrologic Units: Reported Published Click on the reported hydrologic unit for a list of waterbodies in Hydrologic Units Hydrologic Units that unit. 9_02.11 902.11 Caltrans District: Click on the Caltrans district for a list of waterbodies and reported l-1_ hydrologic units in that district. Counties: Click on the reported county name for a list of waterbodies and reported hydrologic units in that county. Reported Counties Published Counties 'Please nota Ihal rcp,t,d and published emudics:ve assnemtul ailh hcdrok iic unit_not SAN DIEGO SAN DIEGO Location Map Watershed Map i" X' �h+ 4 7 -Geospatiai W aterbody System AsSeSsment Hata SANTA MARGARITA LAGOON_ (Includes 305(6)and 303(d) Determinations) Waterbody Beneficial i Ises RWQCB Beneficial Use Use Status Click on the beneficial use for the beneficial use code and description. Potential or Existing Estu,atine Habitat Existing Marine Habitat Existing http://www.ice.ucdavis.edu/wqsid/waterbody.asp?wb fkey=3521 1/5/2006 Water Quality Standards Inventory Database Page 2 of 8 Migration of Aquatic oreanisms Existing Rare,.Threatened or Endangered Species Existing Water Contact Recreation Existing • Non-Contact Water Recreation Existing Wildlife Habitat, Existing 'Vater Quality Objectives Waterbody Beneficial Constituent Constituent Constituent Constituent Constituent Reach Ilse Concentration Units Details Comments *No WQOs Available Water Quality Narrative Constituents Constituent Name Constituent Description Biostimulatory Inland surface waters, bays and estuaries and coastal lagoon waters shall not contain biostimulatory Substances substances in concentrations that promote aquatic growth to the extent that such growths cause nuisance or adversely affect beneficial uses Color Waters shall be free of coloration that causes nuisance or adversely affects beneficial uses.The natural color of fish, shellfish or other resources in inland surface waters, coastal lagoon or bay and estuary shall not be impaired. DO The dissolved oxygen concentration in ocean waters shall not at any time be depressed more than 10 percent from that which occurs naturally,as the result of the discharge of oxygen demanding waste materials. Floating Waters shall not contain floating material,including solids, liquids, foams, and scum in concentrations Material which cause nuisance or adversely affect beneficial uses. Oil and Grease Waters shall not contain oils, greases, waxes,or other materials in concentrations which result in a visible film or coating on the surface of the water or on objects in the water, or which cause nuisance or which otherwise adversely affect beneficial uses. pH The pH value shall not be changed at any time more than 0.2 pH units from that which occurs natural ly.Changes in normal ambient pH levels shall not exceed 0.2 units in waters with designated marine(MAR), or estuarine(EST), or saline(SAL) beneficial uses. Changes in nonnal ambient pH levels shall not exceed 0.5 units in fresh waters with designated cold freshwater habitat(COLD)or warm freshwater habitat(WARM)beneficial uses. In bays and estuaries the pH shall not be depressed below 7.0 nor raised above 9.0. In inland surface waters the pH shall not be depressed below 65 nor raised above 85. Radioactivity Radionuclides shall not be present in concentrations that are deleterious to human, plant, animal, or aquatic life nor that result in the accumulation of radionuclides in the food web to an extent that presents a hazard to human, plant, animal or aquatic life. Sediment The suspended sediment load and suspended sediment discharge rate of surface waters shall not be altered in such a manner as to cause nuisance or adversely affect beneficial uses. Suspended Waters shall not contain suspended and settlable solids in concentrations of solids that cause nuisance Solids or adversely affect beneficial uses. Toxicity All waters shall be maintained free of toxic substances in concentrations that are toxic to, or that produce detrimental physiological responses in human, plant, animal, or aquatic life. Compliance with this objective will be determined by use of indicator organisms, analyses of species diversity, population density, growth anomalies, bioassays of appropriate duration, or other appropriate methods as specified by the Regional Board. The survival of aquatic life in surface waters subjected to a waste discharge or other controllable water quality factors, shall not be less than that for the same water body in areas unaffected by the waste discharge or, when necessary, for other control water that is consistent with requirements specified in US EPA, State Water Resources Control Board As a minimum, compliance with this objective as stated in the previous sentence shall be evaluated with a 96-hour acute bioassay. In addition, effluent limits based upon acute bioassays of effluents will be prescribed where appropriate, additional numerical receiving water objectives for specific toxicants will be http://www.ice.ucdavis.eduJwqsid/waterbody.asp?wb fkey=3521 1/5/2006 Water Quality Standards Inventory Database Page 3 of 8 established as sufficient data become available, and source control of toxic substances will be encouraged. Temperature The natural receiving water temperature of intrastate waters shall not be altered unless it can be demonstrated to the satisfaction of the Regional Board that such alteration in temperature does not • adversely affect beneficial uses. At no time or place shall the temperature of any COLD water be increased more than 5F above the natural receiving water temperature. Taste and Odor Waters shall not contain taste or odor producing substances at concentrations which cause a nuisance or adversely affect beneficial uses. The natural taste and odor of fish, shellfish or other Regional water resources used for human consumption Shall not be impaired in inland surface waters and bays and es uaries. Turbidity Waters shall be free of changes in turbidity that cause nuisance or adversely affect beneficialuses. Water Quality Numeric Criteria Beneficial Numeric Constituent Numeric Numeric Numeric Numeric I Numeric Use Name Constituent Constituent Constituent Constituent Constituent Detail Maximum Units Comments Reference MAR Mercury Background 0.0000005 mg/L Ocean Plan sea water concentration MAR Mercury Daily 0.00016 mg/L Ocean Plan Maximum MAR Mercury Instantaneous 0.0004 mg/L Ocean Plan Maximum MAR Nickel 6 Month 0.005 mg/L Ocean Plan Median MAR Nickel Daily 0.02 mg/L Ocean Plan Maximum •MAR Nickel Instantaneous 0.05 mg/L Ocean Plan Maximum MAR Nitrobenzene 30-day 0.0049 mg/L Ocean Plan Average MAR N-nitrosodimethylamine 30-day 0.0073 mg/L Ocean Plan Average MAR N-nitrosodiphenylamine 30-day 0.0025 mg/L Ocean Plan Average MAR PAHs 30-day 0.0000088 mg/L Ocean Plan Average MAR PCBs 30-day 0.000000019 mg/L Ocean Plan Average MAR Phenolic Compounds(non- 6 Month 0.03 mg/L Ocean Plan chlorinated) Median MAR Phenolic Compounds (non- Daily 0.12 mg/L Ocean Plan chlorinated) Maximum MAR Phenolic Compounds(non- Instantaneous 0.3 mg/L Ocean Plan chlorinated) Maximum MAR Silver 6 Month 0.007 mg/L Ocean Plan Median MAR Silver Background 0.00016 mg/L Ocean Plan sea water concentration MAR Silver Daily 0.0028 mg/L Ocean Plan Maximum •MAR Silver Instantaneous 0.0007 nig/L Ocean Plan Maxi mum MAR TCDD equivalents 30-day 0.0000000000039 nig/[- Ocean Plan http://www.ice.ucdavis.edu/wgsid/waterbody.asp?wb_flcey=3521 1/5/2006