Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CRS 1147 Corr
APPLICATTONFQRM City of Lake Elsinore Planning Division 130 S.NUin Street Lake Elsinore,CA 92530 (951)6743124 (951)47}1419fas APPLICANT: _ PROPERTY OWNER: Name: Wa� �l �1 Name: W Q Ct L Y) Company: }},, Company: Address: Address: / City/State/zip: City/State/Zip: Telephone: ( E-Mail: E-mail: Please check all that apply Minor Design Review 0 Freestanding Sign 0 Conditional Use Permit U Design Review-Commercial O Uniform Sign Program 0 Zone Change 0 Design Review-Industrial O Specific Plan O General Plan Amendment i l Design Review-Multi-Family 0 Tentative Parcel Map O Variance 0 Design Review-Model Home O Tentative Tract Map 0 Other Com lex&Residential Dev. �.y ASSESSOR'S PARCEL NUMBER: 3 l 4- 2 673 o 6 5:!:"cc GENERAL LOCATION OF PROJECT/ADDRESS: 2 Lo fS �77 h0 e S PROJECT DESCRIPTION (Attach a separate sheet.ifneeded� d eu 2 t,?kw o"1 G4N -w-c S i h lQ / P76Use s PROJECT INFORMATION: Zoning: w I General Plan Designation: P es Acreage: m 2 •�I Q e ect ch Number of Buildings/Units: AFFIDAVIT: I hereby cert�that e i ornr furni d above is accurate, tare,and correc7 to the best of my knowledge or belief. Applicant's Signature: Date: r l� Type/Print Name: Property Owner's Signature: Date: Type/Print Name: **By signing the above,owner consents to the processing of the above request by the applicant. A letter of authon.Zation from the owner may be submitted in Neu of the property owner's si&nature. Date: �/� 0/ CRS er: 7`/ Project 15fanner: Project Number(s): Form No.PD 01--Revised 9/3/04 DEPOSIT/FEE RECEIPT COMMUNITY DE VELOPMENT<DEPAR TMENT Elsaot4CA 915 W - (909)G 7i-i 127 (909J I it"t 179 f- L Phone Date Address City/State/Zip Q Project Account l# CRS Project Descripaoa � DD 620.MM-261-00.00 Anneicatio7i CoaditioaA Use Permit DSF�V Review 01 DeveLo meat cnt Environments! •• l icGeasion of Time.' " " Geaeril Plaa Aalecidment ' Outside coasuluat Oal Mimiii Revieur Revirw of.Techai,cll Studies specific pizn Surface /R«-iamatioa Plan. - ' "C Use P7-..sir-Stasoa�l . . Toto iveiPared%Twat Variance - - Zoae,Qfi F tftgt0003.40-04-00 'Application-ol AtsattdAtuncac CD 408.4W-230-4t-00 . Cash Boad/D sit'/P Bond f00-000034041.4Q Co of o,xs./Safe of s/Pu6liczttians CP tW4M.340-t f'•00 Individual Capics: Ftrst CopYO 150. ; ' AddiaQaal' ies .2S - - ' I 1004- 000-340-08-00' Saviconrlcntal Fee .. "MR' " 100-0OfOi?34Q-03�1• Bomsioa of ft f00Ab00-233-00-00 Fish 7c Ga4tac_/ 1ff.0.-0000-340-07-00 Eandsmpe Revtebr 40%_, -- - 'FM ma-444i-4f420-17• Postzge J UPS tzi 4c anwt ' Co.' 1004WO-3 0-Od-00 Research/Ownels Name of.Pac+cd/S; :Smwa lain SP' t00,000 320 2(t-00' S�iwz /,1 SE iQ0-0IJM00- 2(1-24-00 'f'.ova [Jsc'Pn SEtoitTenm .Fadod :3qq at Other 1 340 2161 �ddiBoaa�', Pun' cs. 100. -340 20-34 Admiaisttaoive} " E00. 320 . q Reins B EM.P' " t004 340430-1 Nui=a a Ahob6 •Ali 1,00 3404302 Stcucaim Ah"egt t. ' .As 900-M3401301 vQ�t t . 1Q(i-0008 560-10.-00 Interest lactatxed oduec Rivciscde. I;ae D _Vnea Fee 'T pia i _end,2red v'b t, - foul . Dtporit/_Fae Rireipt -- Form Me, PD 2000-31 R�nired Lvly Anna -- PdQ� 1 of 1 `_ QCD /T--/ POR RANCHO LA LAGUNA rR.A. 517 37 25 o (POR. NE 114 SEC, P T•SS R.4W) 0 CD SO ( ,,,, .0. -a. CD ID tiai� a `b "� a I I / �, �, Go CD v1 �°� 1 " � 6io• Stf' r ix� � �� iQ' .. .• r a !. gyp. 44 f I 1 II I I qa � � ,I ..w ( Q � I 4 i r I 1 I 1 l — rd• I ss' f Go' 4�' r I r •� .. GO' DATE GLt!1D ts�-ry n.ry zu-f zr rr I ASSESSOR'S MAP BK.374 ft",.25 /yj,B, 6/302 S.D.Por. E/sinora RIVERSIDE COUNTY, CALIF QAWX FILE COP' City of Lake Elsinon: Planning Division 130 s.Main smec Lake Ekinoze,CA 92530 Request forRevrew and Comments (951)674-3124 (951)471-1419 fax (Initial Submittal) The attachec0matexals are l�eang setiito u forview and y noaficatton�t i thek follorav ` x 1s1 xy a t < rS 3 Y' .m probe is being requested ancf r essedrby the�sfi Comm„rnty E eve optnentl-, nt Please resew l .l.r'< ,�p_ k��i'�G St"r {4 srs .r r a 'E k t cr rt v"'<'�,: the p posed protect based on ur agen.L. , panment-area of y, w s s arttestexpemse, o�jut7sdtctton .rap 'S'z q ncorporate y canbeid in the nut�al r ? Your comments recomme ti ns or co prriject� ,lancheckorstaf�re ort��o,rthu arttcular�case w To: N EVMWD N Riv.County Flood Control District N Cahuilla Band of Indians ❑CountyPlanning Department N LEUSD ❑Pechanga Cultural Resources ❑County Health Department N SCE N Riverside Transit Authority N Verizon ❑City of Canyon Lake N The Gas Company ❑Caltrans District#8 N Comcast Cable Co. N U.S.Postmaster N CR&RDisposal ®U.S.Fish&Wildlife Services ❑Elsinore Water District ®U.S.Army Corp of Engineers N Mosquito&Vector Control N CA Department of Fish&Game ❑Other: Date: May 24,2006 From: Agustin Resendiz,Associate Planner ( Project Title: MDR of(2)SFR's on Poe Street(please refer to this number when responding) Applicant. Wah Taing: Owner:same Project Description: Minor design review consideration of(2)two-story single family residences,each consisting of 3,401 square feet with attached 3-car garages. Project Location: The subject site is located on Poe Street. APN 374-253-006,007. Rep.Lh June 22,2006 CRS:•1147 CJ1Vrnrn11V1L', M:(al7 ab a simawslxe 91 ark Date: Name/Title: Telephone: e-mail Signature: Request for Review and Comments - Form No. PD 2000-27- Revised August, 2004 Page 1 of 1 City of Lake Elsinore Planning Division S,Main CA 92530 eec Ulm Elsinorenom, Request for Review and Comments (951)5743124 (Initial Submittal) {951)471-1419 fax To: ®EVMWD ®Riv.County Flood Control District ®Cahuilh Band of Indians ❑ County Planning Deparument ER.LE[3.5D ❑Pechanga Cultural Resources ❑County HealthDeparunent ®SCE ®Riverside Transit Authority ®Verizon ❑City of Canyon Lake ®The Gas Company ❑Calumas District#8 ®Comrast Cable Co. ®®U.S.Postmaster ®CR&RDisposal FRANNING US.Fish&Wildlife Services ❑Elsinore Water DistrictD®U.S.Army Corp of Engineers ®Mosquito&Vector Control CA Department of Fish&Game ❑Other:Date: May24,2006 2006 From: Agustin Resendiz,Associate Planner ( DIMION Project Title: MDR of(2)SFR's on Poe Street(please refer to this ntlmber when responding) licant: Wah Taing: Owner:same Project Description: Minor design review consideration of(2)two-story single family residences,each consisting of 3,401 square feet with attached 3-car garages. Project Location: The subject site is located on Poe Street. APN-374-253-006,007. Replyb June 22,2006 CBS-1147 CONDAEENIS: Under the provisions of SB 50, the owner or developer will be required to pay school fees or enter into a mitigation agreement prior to the issuance of a certificate of compliance by the District. Date: 331 f 0& Name/Title:M*e Sgttle Direc+or of Facilifi s ServiCes Telephone: e-rnAMike, ignature: Request for Review and Comments - Form No. PD 2000-27- Revised August, 2004 Page 1 of 1 City of Lake Elsinore AlanningDivision 13°s.Ma Lae Elsinore,,C CA 92530 R eq ues t for Re Tie w and Gomments k ((91)674-3124 951)471-1419 fax (Ihi�ral Submittal) 1-141 f The attached materials geeingµsent toryou for your xevievancl" s¢an early notes Qn that the'folio � .w `i r nr k i ke arc ' ��...S.r..3 1 .. protect�s bemg�req ted and'processed by,,'_the Cats Conunu° YDevelopxne e artnent Pleasehrev�ew v— �, 3r ��, the proposed of ased on your agency s/deb nt area o£mteres ,'.gmeras or junschctton vz �r Your comments,recox pdations, or o mare requestw b y can be zncorp r�tec� m?the uut�al To: ®EVMWD ®Riv.County Flood Control District ® Cahuilla Band of Indians ❑County Planning Department ®LEUSD ❑Pechanga Cultural Resources ❑County Health Department ®SCE ®Riverside Transit Authority ®Verizon ❑Cary of Canyon Lake ®The Gas Company ❑Caltrans District#8 ® Comcast Cable Co. ®U.S.Postmaster ® CR&RDisposal ®U.S.Fish&Wildlife Services ❑Elsinore Water District rhw't E C E I®U.S.Army Corp of Engineers ®Mosquito&Vector Control �� - D ® CA Department of Fish&Game ❑Other. Date: May 24,2006 MAY 3 0 7006 From: Agustin Resendiz,Associate Planner EY PONV.D• ( Project Title: MDR of(2)SFXs on Poe Street(please refer to this number when responding) licant: Wah Taing: Owner:same Project Description: Minor design review consideration of(2)two-story single family re s ac o t g of 3,401 square feet with attached 3-car garages. v L Project Location: The subject site is located on Poe Street. ! APN:374-253-006,007. JUN 5 Re lKh June 22,2006 OU. 1147 &tn OF 1 KE COMMENTS:(aaa&asjarateshaxi n'ZS 4 �V(ram`'" ' "_ -" ���-2 e..��� '�;sd�' • ir, ; Date: ll d 6d' V� Name/Title: Telephone: e-mail Signature: Request for Review and Comments - Form No. PD 2000-27- Revised A ugust, 2004 Page 1 of 1 WARREN D_W11_11AMS a�CpAgr��oo0 1995 MARKET STREET General Manager-Chief Engineer y�5� �oT RIVERSIDE,CA 92501 0 951.955.1200 >a 951388.9965 FAX r��dEdVIT10y �'` 715613 RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT [� City of Lake Elsinore � 130 South Main Street % '4 Lake Elsinore, CA 92530 n, Attention: Ladies and Gentlemen: Re. 1A �7_L'z o Qac�NRf The District does not normally recommend conditions for land divisions or other land use cases in incorpora 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 checked 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: No comment. _ This project would not be impacted by District Master Drainage Plan facilities nor are other facilities of regional interest proposed. This project involves District Master Plan facilities. The District will accept ownership of such facilities on written request of the City. Facilities must be constructed to District standards, and District plan check and inspection will be required for District acceptance. Plan check, inspection and administrative fees will be required. This project proposes channels, storm drains 36 inches or larger in diameter or other facilities that could be considered regional in nature and/or a logical extension of the adopted Master Drainage Plan. The District would consider accepting ownership of such aci i ies on wn en reques of the City. Facilities must be constructed to District standards, and District plan check and inspection will be required for District acceptance. Plan check, inspection and administrative fees will be required. This project is located within the limits of the District's Area . Drainage Plan for which drainage fees have been adopted; appFic—able fees should a paid by cashier's check or money order only to the Flood Control District or City prior to issuance of grading permits. Fees to be paid should be at the rate in effect at the time of issuance of the actual permit. An encroachment permit shall be obtained for any construction related activities occurring within District right of way or facilities. For further information, contact the District's encroachment permit section at 951.955.1266. GENERAL INFORMATION 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 Federal Emergency Management Agency (FEMA) mapped flood plain, then the City should require the applicant to provide all studies, calculations, plans and offher 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. If a natural watercourse or mapped flood plain is impacted by this project, the City should require the applicant to obtain a Section 1601/1603 Agreement from the California Department of Fish and Game and a Clean Water Act Section 404 Permit from the U.S. Army Corps of Engineers, or written correspondence from these agencies indicating the project is exempt from these requirements. A Clean Water Act Section 401 Water Qualit�yy Certification may be required from the local California Regional Water Quality Control Board prior to issuance of tfie Corps 404 permit. Very truly yours, ARTURO DIAZ Senior Civil Engineer c: Riverside County Planning Department Date: Attn: David Mares ctrtu zak4s O E[IWOTE rr, aF_ cit 'l got CAOTZ' June 20 0006 J Mr.Wah Taing 1006 G. Graham Avenue Lake.,Elsinore,CA 92530 RE: Minor Design Review for a single-family residential dwelling unit on Poe Street,zoned'as "R-SF"Single-Family Residential Zone,within the General Plan's Specific Plan Area"I", APN's:374-253-006 and 007. Dear Mr. Taing: The purpose of this letter is. to advise you that the Planning Division of the City of Lake Elsinore has reviewed the above referenced proposal and have deemed the proposal incomplete. Additionally,there are several issues that require your attention and need to be resolved. The items listed below are issues that will require resolution prior to the consideration of the Planning Commission: PLANNING DIVISION 1. The proposed project is zoned as"R-1"Single-Family Residential within the General Plan's Specific Plan Area"I",which indicates that single-family residential development would be permitted as long as it complies with all of the applicable developments standards, in addition to Chapter 17.14, Residential Development Standards. 2. Please refer to the Minor Design Review handout which indicates all of the requirements for an application to be deemed complete as well as the process that your application will be subject to; Therefore,if you see item No. 6,it indicates the following: 0 Site Plan. Preliminary Grading and Drainage Plan. • Preliminary Front yard Landscaping Plan • Building Elevations. • Floor Plans. INFORMATION SPECIFIC TO THE SITE PLAN 3. Please provide name and address of utility companies,including water,sewer,electric,and gas,cable, and telephone companies. 4. Please provide net lot area and gross lot area. 130 cS.utfi c=-M.in�Sts..t, 1'a�s C�sino¢F, (?og 92530 EUZ#fiZone (951) 674-3124 'Yax (951) 674-2392 aruruda&-afs.ino%P_mg June 20, 2006 Page 2 of 2 RE: Minor Design Review for two single-family residential dwelling units on Poe Street. 5. Please provide the percent of area covered by each building. 6. Please provide a concrete trash pad (minimum 3'x7� or trash enclosures. 7. Please provide information regarding the perimeter fencing for the proposed project. 8. Please indicate the proposed architectural style. 9. Return walls to be decorative and compatible with the architectural style of the proposed dwelling unit. 10. Please provide a revised set of plans that would reflect the window treatments as those that are shown on the provided color elevations. 11. Please provide a material board. 12. Please indicate on the plans whether the proposed project will be on septic or sewer disposal system. If on septic provide the location including the 100 percent expansion. 13. Please include cross sections of the perimeter fencing or walls. PRELIMINARY LANDSCAPE PLAN 14. Please provide a preliminary landscape plan. 15. Computation of landscape areas required by Lake Elsinore Municipal Code and the square footage proposed to meet the requirement. 16. Location of landscaping including existing and proposed trees(including existing street trees),shrub masses, and ground cover area. 17. Plant list, including botanic name, number and sizes. If you have any questions regarding this letter, please do not hesitate to contact me at ( at extension or e-mail me at cerely, Agu tin'Rese diz Asso iate Plan er Cc: Thomas Weiner, Planning Manager Matt Harris,Senior Planner Riverside County GIS Pagel of 2 Taing Project '1 f 0 Riverside County GIS 47O C3 894ft Selected parcel(s): 374-253-006 374-253-007 WRCMSHCP CELUCELL GROUP PARCELED ❑PARCELS 36 NUMBER CRITERIA CELL CRITERIA CELL W> QeU *IMPORTANT* This information is made available through the Riverside County Geographic Information System. The information is for reference purposes only. It is intended to be used as base level information only and is not intended to replace any recorded documents or other public records. Contact appropriate County Department or Agency if necessary. Reference to recorded documentse and public records may be necessary and is advisable. http://www2.tlma.co.riverside.ca.us/aims/Pa/rclis/NoSelectionPrint.htm 5/4/2006 Pre-DRC Analysis For a Duplex on Lagstaff Street APN: 374-171-007 General Plan Medium Density- Single-Family attached dwellings are a permitted use. Zoning Medium Density- Single-Family attached dwellings units are a permitted use. CEQA The project is exempt per Section 15303 Class 3 (b). "A duplex or similar multi-family residential structure totaling no more than four (4) dwelling units". Development Standards Gross Lot Area: 9,000 square feet Net Lot Area: 9,000 square feet Please revise area after dedications in any) Net Lot Area Coverage: 2,391 square feet or 26.56, max allowed of 35% Street Frontage: 60 Lineal Feet Front Yard Setback: 20 feet Side Yard Setback: 5/25, (28' min. for garage) it has been met. Rear Yard Setback: 43 feet Private Outdoor space: 100 square feet minimum Landscape Plans Standard Requirement Proposed Status Automatic Auto Yes Yes Irrigation Irrigation One (1) street Ok Ok Ok tree per 3 0' of frontage DRC Analysis FOR 2 SFD ON POE STREET 1. SIDE YARD SETBACKS 2. ENHANCE THE ENTRY WAY, OFF SET COLUMN 3. OFFSET THE UNITS BY AT LEAST 5' 4. PROVIDE A DECORATIVE MAIL BOX 5. LITE CONC. TILE b. MAKE THE RETURN WALL MATERIAL MATCH WITH THE BASEBOARD TOO. 7. CHANGE THE ROOF LINES IN ORDER TO CRAETE SIGNIFICANT CHANGES BETWEEN THE ELEVATIONS. 8. PROVIDE A DIFFERENT SIDING MATERIAL FOR THE TWO UNITS. 9. ENGINEERING CONDITIONS. DRC Analysis FOR 2 SFD ON POE STREET 1. SIDE YARD SETBACKS 2. , 3. OFFSET THE UNITS BY AT LEAST 5' 4. PROVIDE A DECORATIVE MAIL BOX 5. LITE CONC. TILE 6. MAKE THE RETURN WALL MATERIAL MATCH WITH THE BASEBOARD TOO, 7. CHANGE THE ROOF LINES IN ORDER TO CRAETE SIGNIFICANT CHANGES BETWEEN THE ELEVATIONS. 8. PROVIDE A DIFFERENT SIDING MATERIAL FOR THE TWO UNITS. 9. ENGINEERING CONDITIONS. r PRELIMINARY SOIL AND FOUNDATION REPORT LOTS 3 & 5 OF BLK. 6, BK. 6/PG. 302 POE STREET CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE, CALIFORNIA FOR MR. WAH TAING PROJECT NO. 06-050.P1 DATE: APRIL 20, 2006 Lakeshore Engineering LAKESHORE Engineering April 20, 2006 Consulting Civil Engineers Project No. 06-050.PI Client: Mr. Wa'h Taing ( Subject: Preliminary Soil and Foundation Investigation Report Proposed Two Single Family Home Construction Lots 3 & 5 of Blk. 6, Bk. 6/302 Poe Street, Lake Elsinore, CA. INTRODUCTION This report presents our findings and conclusions of a preliminary soil and foundation investigation for the proposed construction of two adjacent one-story single family homes to be located on the above subject lots. The purpose of this site investigation was to: 1) determine/evaluate the subsurface foundation soil condition; 2) provide recommendations for earthwork and/or building pad preparation and 3) provide our findings, conclusions and recommendations for foundation design and construction. Our site investigation included the following scope of work: 1 . Conduct two exploratory backhoe trenches within the proposed two building pad areas to determine subsurface site conditions and to recover soil samples for laboratory testing (presented under Appendix A). 2. Laboratory testing of representative soil sample recovered from site for determining of soil properties (presented under Appendix B). 3. Engineering analyses for foundation,design and pertinent earthwork preparation and the preparation of this soil investigation report. BACKGROUND INFORMATION AND PROPOSED DEVELOPMENT The subject two properties are close to the down town center, of typical 9,000 square feet single family home size adjoining lots, rectangular in shape, on relatively level ground. It is situated on the westerly side of Poe Street, homes on both sides and vacant lots to the rear. It is less than a mile distance from city hall. Review of house and precise grading plans, indicate that a one-story single family home, about 1500 square feet of covered space is planned for construction on level house pads, approximately centered on each lot. House garage will front Poe Street, existing paved road with rolled berm. To create level building pads, side property line retaining g walls in the order of 3 feet high or less are proposed. Planned building type will be of conventional wood framed and stucco walls, supporting the roofs. Proposed foundation will be a combination of conventional spread footings with concrete slab-on-grade garage floors with associated flatwork. 31 520-A Railroad Canyon Road • Canyon Lake, CA 92587 * (951 ) 244-2913 • FAX (951 ) 244-2987 April 20,2006 Project No. 06-050.PI Page Two SITE DESCRIPTION The subject properties are located on the easterly side of Lake Elsinore, within a block of the lake shoreline and boat lunching dock. The two lots are adjoining each other, with the ground surface having a slight down slope of about 5-7 percent from north to south direction (side to side). Each lot is rectangular shape, measuring 60 feet wide by 150 feet in depth. The property is bordered by older small one story single family homes on both sides and vacant property to the rear. It front Poe Street, a one way road to the east. The neighborhood is within walking distance from the down town center. The neighborhood appears to be older, with a mix of single and multi-family homes. Ground surface and contours appears smooth and uniform across the lot with maximum relief from side to side (two lots combine) of about 6 feet. No signs of soil erosion qr distress were noted on the lots surface. The lot inspected during our field exploration was free of surface trash and/or debris except for fresh stockpile mounds of fill dirt, intended for onsite pads construction. Drainage proposed, will be via sheet flow and flowlines swales from back to front, exiting onto the front street. There were no signs of surface spring water/seepage or ponding water situation noted. SUBSURFACE CONDITION Two exploratory backhoe trenches were conducted on the lot within the proposed building sites to determine subsurface soil conditions. Our trench logs, detailing subsurface soil encountered in our exploratory trenches, are presented under Appendix "A". Based on our site exploration conducted in the area of house construction, the site is covered by a layer of topsoil or artificially fill, about 4-5 feet thick underlain by alluvium of early Pleistocene age. The topsoil cover is classified as a Silty SAND/Sandy SILT (SM/ML), grayish light brown, loose, mixed with scattered miscellaneous debris. The topsoil is well developed with root balls and hairs. The underlying alluvium consist predominantly of Silty SAND (SM), medium dense and slightly moist. Clay is present in trace form only (not in significant amount). Competent bearing alluvium soil starts at about 4 % to 5 Y2 feet below existing ground surface. In general, the upper soils are considered to be granular in nature and deemed LOW in expansion potential (E.I. less than 20). No water seepage or wet soils were observed in the exploratory trenches conducted. Ground water was not encountered to a depth of 12 feet. SEISMICITY The relatively closeness of the Elsinore Fault/Glen Ivy North Zone makes it the design system for this area. For ordinary planning and design purposes, the system has recently been assigned a rating of M 6.5 for credible earthquake occurrence. The County of Riverside, Comprehensive General Plan places the area in Zone 2 of the ground shaking classification. The traditional Greensfelder treatment suggest maximum rock accelerations of between 0.4g to 0.5g and maximum repeatable acceleration of around 0.3g to 0.35g. The repeatable acceleration are reduced accordingly to about 0.25g. Modified Mercalli intensities for the area are indicated generally at 5.5 to 6.0. This scale suggest only slight to moderate damage- ground shaking felt by all, some heavy furniture moved, with fallen plaster and light to possibly moderate building structural damaged. Lakeshore Engineering April 20,2006 Project No. 06-050.PI Page Three ACTIVE FAULT AND NEAR SOURCE ZONES Based on Maps of Know Active Fault Near-Source Zones, published/prepared by California Department of Conservation Division of Mines ands Geology, in conjunction with the Uniform Building 1997 Edition, the study site falls in an area of known high regional seismicity (UBC Map Figure 1.6-2), however, it is not considered in the special study fault zone. As such, the pertinent values based"on known or assumed parameters as outlined in the tables under section 16, Volume 11 of the 1997 UBC, are presented below: These values are considered applicable to the study site and should be applied in conjunction with UBC design formulas during the preparation of building design. Closest Distance to Known Seismic Source ----------------------------- Less than 2 Km. Seismic Zone (UBC Figure 16-2)- ---------------------------------------- Zone 4 Seismic Zone Factor "Z" (UBC Table 16-1) ---------------------------- 0.40 Seismic Source Type (UBC Table 16-U) --------------- =-----=------ B Soil Profile Type (UBC Table 16-J) -------------------------------------- Sd Seismic Coefficient " Ca" (UBC Table 16-Q) ------------------------- 0.44Na Seismic Coefficient "Cv" (UBC Table 16-R) ------------------------- 0.64Nv Near Source Factor "Na" (UBC Table 16-S) -------------------------- 1 .3 Near Source Factor "Nv" (UBC Table 16-T) --------------------------- 1 .6 SECONDARY SEISMIC HAZARDS Consideration of the possibility of secondary affects of earthquake activity such as liquefaction, rock fall, flooding, etc., occurring at the site was given. Based on our site observations and exploratory efforts, the lot is underlain by alluvium mix of silt and sand, dense soil, with estimated ground water at +25 feet below surface. The proposed building pad elevations of + 1266.0 MSL is well above the adjacent lake established flood hazard elevation. As such, the probability for the occurrence of secondary hazards such as liquefaction, rockfall and/or flooding are considered to be very low and should not be a design consideration factor for this site. CONCLUSION AND RECOMMENDATIONS From a soil and foundation engineering standpoint, the site will be suitable for the proposed single family homes construction, provided all conclusions and recommendations presented hereon in this report are incorporated into the building pad construction, foundation design, project plans and job specifications. GRADING AND EARTHWORK PREPARATION Based upon our review of precise grading and house plans prepared for subject property and our understanding of proposed construction, rough grading/site earthwork operation should accomplish the following: 1) provide level building pad sites for the two house construction; 2) site ready for installation of foundation/footing and utility systems and; 3) and to provide adequate surface gradients for control of water runoff away from structures. Lakeshore Engineering April 20,2006 Project No.06-050.PI Page Four Based on our site exploration conducted, the site is covered by 3-5 feet layer of loose topsoil or artificial fill, underlain by medium dense to dense alluvium soils. The topsoil is classified as a Silty SAND(SM) and to a lesser amount Sandy SILT (ML), grayish brown, loose, mixed with scattered gravel/cobbles and debris. The topsoil is also well developed with root balls and root hairs system. Clay is present in trace form only. After the areas to be graded have been stripped and cleared of surface vegetation and root systems, the on-site soil removed of organics and/or debris will be considered satisfactory for reuse in construction of building pads. Proposed excavation and/or removal of the upper 5 feet of topsoil/artificial fill is expected to expose competent ground bottom deemed suitable for support of new compacted fill dirt. For exterior concrete flatwork construction, only the upper 18 inches of topsoil is recommended for rework or removal prior to preparing finished subgrade. Rework of topsoil may be achieved by first removing the upper 12 inches of topsoil and scarifying the next 6 inches in place. All exposed bottom of loose soil removal should first be moisture conditioned to near optimum conditions and recompacted with the aid of heavy equipment (such as a dozer). The compacted soils should be near optimum moisture condition and densified to at least 90 percent of its relatively density, as determined by ASTM D1557-78 compaction method. Any surface and/or subsurface obstructions encountered during grading operation, such as debris, rocks, boulders, utility/irrigation lines, should first be removed from areas to receive new fills. No underground obstruction facilities should remain in any structural areas which receive compacted fills, building foundations, concrete slabs and/or pavement. Boulders encountered during grading that are 6 inches in diameter or larger should not be used in any structural fills. Depression and/or trees rootballs cavities (including any exploratory trenches conducted) created as a result of the grading obstruction removal, should be properly backfilled with suitable fill materials and compacted under engineering observations and testing. All fills should be densified in conformance with the appropriate grading code but shall no be less than 90 percent relative compaction by using mechanical means only. EXCAVATING AND RIPPABILITY Based on our experience working in the area, rework (removal and recompaction) of on-site soils should be achievable with standard earthmoving equipment such as a CAT D-4 dozer or bigger. Based on our past work experience in the area, foundation and/or excavation for spread footing trenches and utilities can be achieved and/or dug with a standard full size backhoe. The walls of temporary construction excavations should stand nearly vertical provided the total depth/height does not exceed 5 feet and surficial stability is field verified. Shoring of excavation walls or flattening may be required if greater excavation depths are necessary. For deeper cuts, slopes should not be made steeper than 1:1 (H:V). Lakeshore Engineering April 20,2006 Project No.06-050.PI Page Five GRADING CONTROL Ali grading and earthwork including trench backfill should b veerformSufficiented under the obn pr orlon on and testing of the soil's consultant or their assigned rep stripping and earthwork construction is essential in order that the work be adequately observed and tested. in order for us to provide written opinion as to the adequacy f the soil compaction trenches backfill shoulddbeench backfill operation, the entire operation most importantly during conducted under inspection and testing. FOUNTION DESIGN - SPREAD FOOTINGS d on The single family home construction may be suPPma ed on conventional be designed for anspread foo all allowable sog bearing evalue a cushion of compacted fill dirt. Spread footing Y foot. This design of 1250 pounds per square gn vat tr ctural loading increase conditions, such as those induced engineer takes into consideration short duration by wind and/or seismic forces. s sold be Footings should be founded at least 18 deep for one story reinforced withdatgs.least twogNoh5ureinforcing bars, inches wide. All continuous footings should be one placed at near top and one at bottom, and consistent with guidelines s with the efound in the Uniform structural engineer or design Architect and in compliance rade beam at door Building Code. Reinforcing rebars should also be placed across the garage g openings. SETTLEMENT Total settlement due to expected structural, loads should not be a design factor as they should be less than '/Z inch, with most if it occurring during and estimated to be building construction at less than Differential 1/4 of an inch. settlement should be within design tolerable limits, LATERAL CAPACITY For design purposes, resistance to lateral loads can ressuae anded to be provided by may be combine w thoutored ct og a1f the base of the foundation and by passive earth p passive earth pressure is used, it is important that backfill should be placed under engineering observation and testing. A coefficient of friction of 0.30 may be used with the of deead pthd forces. An may be used llo the sides of lateral passive earth pressure of 200 pounds per square foot per foot footings poured against undisturbed and/or recompacted soils. The lateral bearing values indicated above are for the total of dead and frequently applied live loads. If the normal code requirements are used for seismic design, d or valuesthe seis c may forbbesncreased by 1/3 for short duration of the loading which include the effects of w Lakeshore Engineering April 20,2006 Project No.06-050.Pl Page Six CONCRETE SLAB-ON-GRADE The onsite native soils are predominantly of granular soils and therefore considered to be LOW in expansion potential (E.I. less than 20). Expansive Soil Potential and Sulphate Content Determination should be updated at the completion of building pads construction. Presaturation of subgrade soils prior to concrete slab pour is not required, however it is suggested to help aid in the concrete slab cure. The upper slab bearing soils should first be moisture conditioned to 120+ percent optimum moisture content with 10 inches minimum penetration soil penetration. Concrete floor slabs may be supported directly on properly prepared subgrade. If proposed floor covering to.be intalled that may be critically affected by moisture, such as vinyl or tile, the concrete slabs should be protected by a plastic vapor barrier of six-mil thickness. The sheet should be covered by at least two inches of sand cushion to prevent punctures and aid in the concrete curing process. Expansion joints for slabs should be provided and not to exceed 14 feet apart in both directions. The concrete floor slabs should be reinforced with at least 6"x6"/# 10410 welded wire mesh or equivalent of no. 3 rebars placed at 18 inches on center, installed at sidelight. Concrete floor slabs should be at least 4 inches thick nominal. RETAINING WALLS Based on our knowledge of proposed site development, retaining walls in the order of 3 feet (along side property lot lines). All retaining wall foundation excavations and backfills should be inspected by the consulting geologist and/or engineer to assess whether the foundation and backcut soils are geological favorable. In the event of adverse soil condition are encountered, appropriate design/construction recommendations can be presented. RETAINING WALL DESIGN RECOMMENDATION 1 . Where free standing structure is proposed, a minimum equivalent fluid pressure for lateral soil loads of 35 pound per cubic foot may be used for design, using onsite granular soil backfill condition. For ascending (2:1/H:V) slope backfill support, the design parameter should be increase to 55 P.C.F. 2. If the wall is restrained against free movement (= 1% of wall height) then the wall should be designed for lateral soil loads approaching the at rest condition. Thus, for restrained conditions, the above value should be increased by 20 pounds per cubic foot. In addition, all retaining walls should include the appropriate allowance for any anticipated surcharge loads. 3. An allowable soil bearing pressure of 1250 pounds per square foot may be used in the design for footings imbedded a minimum 12 inches below the lowest adjacent grade. 4. A friction coefficient of 0.30 between concrete and natural or compacted soils and a passive bearing of 200 lbs. Per square foot per foot of depth may be employed to resist lateral loads. Lakeshore Engineering April 20,2006 Project No.06-050.PI Page Seven 5. A uniform distributed horizontal load equal to one-half the vertical surcharge load should be applied to a wall whenever a surcharge is within a horizontal distance of one-wall height. 6. All design pressures assume that sufficient drainage will be provided behind the walls to prevent the build-up of hydrostatic pressures from surface water infiltration. Adequate drainage may be provided by means of a system of subdrain and/or weepholes with filter material installed behind walls. The filter material should extend a minimum of 24 inches horizontally from the back of wall. 7. Care should be taken when compacting the walls, such that excessive lateral loads are not produced by compacting equipment. FOOTING TRENCH EXCAVATION AND INSPECTION All footing trench excavations should be inspected at time of trench excavation by consultant to verify that the bottom of trenches are into competent soils deemed suitable for support of construction. Inspection should be conducted prior to construction of wooden formwork and placement of steel reinforcing rebars in footing trenches. SITE DRAINAGE Positive drainage should be provided around the perimeter of the entire structure to minimize water infiltratoing into the underlying soils. Finished grades adjacent to exterior footings should be slope down and away at a minimum of 4 per for at least 3 horizontal feet and continue at 2 percent to swale flowlines to facilitate surface drainage. All drainage should be directly off-site via non-erosive devices such as ditches and/or manufactured swales. The homeowner should be made aware of the potential problems which may develop when drainage is altered through the construction of garden walls, patios, pools and gazebos. Ponding water situations, leaking irrigation systems, over watering or other conditions which could lead to ground saturation must be avoided. PROPOSED FILL AND CUT SLOPES Onsite ground is relatively level, and no manufactured slopes are proposed at this time. Lakeshore Engineering Aprii20,2006 Project No. 06-050.PI Page Seven GENERAL INFORMATION AND LIMITATIONS This report presents our findings, conclusions and recommendations pertaining to the subject site based on the assumption that the subsurface conditions do not deviate appreciably from those disclosed by our exploratory trenches. In view of the general conditions of the area, the possibility of different local soil conditions cannot be discounted. It is the responsibility of the properties owner to bring any deviations or unexpected conditions observed during earthwork construction to the attention of the consulting engineer. We sincerely appreciate the opportunity to be of service. If you have any questions concerning this report or require further information an ie8 ,f se contact this office at your convenience. 4`�� E� Respectfully Submitted, .YON Lakeshore Engineering N o. 37442 M s. Exp. Fen o g, RCE 37442, Exp /3 ,�TF CA/ 0F Attached: A ppendix A -- Explo ry Tr . Appendix 8 -- Laboratory Test Results Site Xerox Copy of Grading Plan & Fault Distance Map Lakeshore Engineering APPENDIX A Two exploratory backhoe trenches were conducted in the are of the building pad. The trenches were achieved with a standard backhoe, 18-inch wide bucket (Cal West Backhoe Rental Service) on the morning of April 18, 2006. The soil profile were logged by our field personnel and classified by visual examination in accordance with the unified Soil Classification System. Our trench logs are attached for review. To evaluate the compaction characteristics of the subsurface soil, field density tests were on undisturbed ring samples recovered from knocker drive tubes. Also, a representative bulk sample was recovered and shipped to the laboratory in polyethylene bags for testing. April 20, 2006 Project No. 06-050.Pl Lofts 3 & 5, BK. 6/302 Poe Street, Lake Elsinore Mr. Wah Taing Lakeshore Engineering PLO ;- ti (1272.01 FL (1231 22 ;: � so'3o w in F L r bl , 1270.40 —` ,269:78 >x 30'' 1 V 1169.00, 4% E. 1270 — F.F. 1270.00' e (12bo. R 31.43' \ 'o.._ 20.60' 21' 10' G ` CONCRETE c3 LOT 5 � I GARAGE — (12sa.27) z I F.F.= 5% �50- ( 11270.50 1 268.00 F.L F.S. \tib 5)1 1268.90 _ F _ I (}{_3') 0.75' Y f�: I 1 1268.00 t0 1269.00 TW 1266.00 BW F.L. in }}� rr.,r 1 f, 1 1q 1"� ,r c 4., aS 7�°.Op 30� W 150' F.L 1�06' �!, N.Tr V. F.L.17L •'_, — �� fi4A0 W — �265 9 [�� {12266.00BW ap W 31.43' 6177 <: 21.50 20- 10- 6' B. o 1 4.75 w o l' 1265.50 4 V! 1 \\ LOT 3 � F.S. to LIJ W , CONCR pi N �; I O \ F.F.= CL \ 1126 1264.60 z T— I .L ..S. f 1265.50 1266.001W RL y1 G 1264.50 BW 1R F.L T° 'X F.L 17L F.L 1ry6g�y ' (1264.97) FENCE {1264.83) C RNER FEN S 71 E0 30. W 150' (H—_11266.00 TW 255.00 BW i i6'y6$' sT6G lLF— N6UMesl ©� !J U.►' tf' Fl LL- Di IQT EXPLANATION T-2 APPROX. LOCATION OF EXPLORATORY TRENCH L-AKESHOR � SINGLE FAMILY HOME CONST. E LOTS 3 & 5, BK 6/302 POE STREET, LAKE ELSINORE Engineering Mr. WAH TAING Protect No: Date Figure No, CONSULTING CIVIL ENGINEERS 06-050.PI 4/20/06 3 i TRENCH LOG Surface Elevation: sp pi-7 Logged By: F.�(p�[�•. Trench Trench Orientatfon:�� pLM pLAN Date Aft(j. j$rZe0(� Number . ..0ch DDimensions:l$ewx 1111LX 11 Equipment: �U }� " j This log(e a(TRI"Imitwh o1 wbsuAeee,eo n Qr st mn t nr tl M�tune sr.�Dyc.of aucewsion. .T— rOLI rnth the Dasage of time or at shy 01hsr Wltft their nuy be corjzgWOM't ftlittes in tc nditions. SAMPLE 5 '•� Sao. Ar : 16PS6(L- &W, BiLPI bk-"o 9ftfJa- L"el 'S'•S 1 �2.7 Pon � �L.. ritnt�T DEMSE 'to Cl `1 a> `f • N o Vows.TwE -'t -'A 17E"* I V a/4 f f. 15 No 4f&1106. 1'l d 8r--!Ep dam, . - �n.�vC,dt i -. ao Surface Elevation: SEA pLOT Jp , togged By: AS.AUUC, Trench Trench Orientation:q � �[ 1�i Date Number Trench Dimensions: 1 VrWX IdL )(ft Groundwater Depth: Equipment Z.DC LLyr �' w1L — P-OTS.,., rvoV s :, bebIL g,,-A V• i.aa�E, SL•wtd�s"f C mjs c. T 1 �.n �• 0 c UM - SILTY b c8m) -- sL. . ales . �, LA v[Sf� 10 VDkDS . 5(ATM G&*%S43, 4 . CaDN6 E& -rp* . CLA., 64L�f . LawSib IV j Liz) . NO p>f'bS"A-U' �lN� `fL. �.�t �l� f�iQ� 1 ILE�CM 20--1 tf LAKESH�F E TSrNGLE FAMILY HOME CONS Fig. No. 4 S 3 & 5, BK 6/302 4/20/06 Engineering STREET, LAKE ELSINORE WAH TAING 06-050.PI CONSULTING EhfialNEERS ANC GEaLdGI . . . APPENDIX B EXPANSION INDEX TEST A representative soil sample was tested in the laboratory in accordance with A.S.C.E. Expansion Index Test Method as_ specified by U.B.C. guidelines. The degree of expansion potential was evaluated from measured soil volume changes obtained during soil moisture alteration. The test results are presented below: Sample Location Depth Soil Description Expansion Index Expansion Potential Lower Center 0-2 ft. Sandy SILT (SM/ML) 38 LOW (T-2) w/bedrock frag, trace clay MAXIMUM DENSITY AND OPTIMUM MOISTURE CONTENT A representative soil sample was tested in the laboratory in accordance with A.S.T.M. 1557-78, the five layer test method. . The maximum dry density and optimum moisture content were obtained and the pertinent test results are presented below: Soil Type Classification Maximum Dry Density Optimum Moisture Content A Silty SAND (SM) 130.5 p.c.f. 9.8 of dry wt. April 20, 2006 Project No. 06-050.PI Lots 3 & 5, BK. 6/302 Poe Street, Lake Elsinore Mr. Wah Taing Lakeshore Engineering Y70 r E' Planning Department Property Owners Certification I, KARIN L MESTAS, certify that on 05/09/2006 , the attached property owners' list was prepared by Stewart Title of California, Inc. Inland Empire Division-Major Projects Dept., pursuant to application requirements furnished by the CITY OF LAKE ELSINORE planning Department. Said list is a complete and true compilation of owner of the subject property and all other property owners within 300 feet of the property involved in the application and is based upon the latest equalized assessment rolls. I further certify that the information filed is true and correct to the best of my knowledge; I understand that incorrect or erroneous information may be ground for rejection or denial of application. Stewart Title of California, Inc. E Inland Empire Division Major Projects Department MAY 1 1 2006 1901 Orange Tree Lane #200 CITY PLANNING D1VSS1NOk� Redlands, CA 92374 (909) 335-3657 Date: 05/09/2006 Case/Prelim Number: Subject Assessor's Parcel Number(s): 374-253-006, 374-253-007 Stewart Title Prepared for: Phone: Fax: E-mail: Format: Farms - 5 line Prepared by: Reference: Output: All Records (1 to 46) Account Rep: (46 of 46 Records) Phone. 909-335-3657 Fax: 909-335-6886 E-mail. kmestas@stewart.com ---Search Criteria --- Parcel 374242027, 374243005, 374243006, 374243007, 374251012, 374251015, 374251016, 374251017, Number 374251018, 374251019, 374251020, 374252001, 374252002, 374253001, 374253002, 374253003, 374253004, 374253005, 374253006, 374253007, 374253008, 374253009, 374253010, 374254001, 374254002, 374291001, 374291006, 374301001, 374301002, 374301003, 374301004, 374301005, 374301006, 374301007, 374302003, 374302004, 374302005, 374302006, 374302007, 374243003, 374243006, 374243007, 374251012, 374251015, 374251017, 374251018, 374251019, 374251020, 374252001, 374253001, 374253002, 374253003, 374253004, 374253005, 374253006, 374253007, Research All Records 46 matching property/properties were found. Tue May 09 09:32:57 2006 'This information is sourced from public documents and is not guaranteed" a M _ o O � •' N N �NCJ `r O � C i M � N M ti v M c O � O N a �L O � O r h N M Al 0 � c Ln A o N Cl) V 47 cn1 J cli m � M o r m r N m 9J O O / In M �\ O n o In M oc M ti n � 00 N O •to �� M N n / M G M J 0 J 0 / N O M 0 M co N C Cl) O M N Cl) O / O O O~� Cl) LO M / � M O / M M i O O CM V dg A6gpNl7 - ��' M / / n O J o � M 0 s U to M l5 a / Cl) a h & N / CD cn Cl) 04 i/ O M /i / a -QCV) 4.� ro'Q f all it a 4 WCej m o worAenma•Aw m pue wo:)•ssaadX3ajeiodjo:)-mrmm. .-- ssaidx3 0�% (6Z£9'8£Z) AVC101 TY888'l a an I V N 9 t s ajeaodio,C 374-242-024 374-242-025 374-242-027 Long Pham Long Pham Loc Pham 19076 Chandon Ln 19076 Chandon Ln 360 5Th St Huntington Be, CA 92648-2143 Huntington Be, CA 92648-2143 Huntington Be, CA 92648-5120 374-243-003 374-243-004 374-243-005 Muridan Bausch Marc W & Theresa Myers Neptali Aguilon 19661 Seacliff Ln 3 Via Hacienda 201 S Lindsay St Huntington Be, CA 92648-3030 Rcho Sta Marg, CA 92688-8531 Lake Elsinore, CA 92530-3601 374-243-006 374-243-007 374-251-009 Roger Carter Estela G Carreon Long Pham 31702 Railroad Canyon Rd 601 Lakeshore Dr 19076 Chandon Ln Canyon Lake, CA 92587-9452 Lake Elsinore, CA 92530-3523 Huntington Be, CA 92648-2143 374-251-012 374-251-015 374-251-016 Kevin H & Janie Cao Nguyen Chi Brad C & Gena Shay 1817 Mills Ct 19076 Chandon Ln PO Box 203 San Marcos, CA 92069-3358 Huntington Be, CA 92648-2143 Wildomar, CA 92595-0203 374-251-017 374-251-018 374-251-019 Gelacio & Maria Mondragon Emilio Vargas Long Pham 3392 Wimbledon Way 1811 N Bush St 19076 Chandon Ln Costa Mesa, CA 92626-2901 Santa Ana, CA 92706-2813 Huntington Be, CA 92648-2143 374-251-020 374-251-022 374-252-002 Timothy & Lillian Williams Gunnel Linhardt-Waziri County Of Riverside 1105 Roosevelt Dr 5160 Bella Collina St 3133 7Th St Lake Elsinore, CA 92530-5314 Oceanside, CA 92056-1908 Riverside, CA 92501-3609 374-253-001 374-253-002 374-253-003 Karen K Reynolds Buchanaessie Halliburton Mary Dillon 200 S Lindsay St PO Box 322 8601 E Canyon Vista Dr Lake Elsinore, CA 92530-3602 Lake Elsinore, CA 92531-0322 Anaheim, CA 92808-1621 374-253-004 374-253-005 374-253-006 Betty Brenner Mary Hudson Wah Taing 1707 Esteban Ave 100 South St 209 1006 W Graham Ave Laughlin, NV 89029-0186 Sausalito, CA 94965-2566 Lake Elsinore, CA 92530-7200 374-253-007 374-253-008 374-253-009 Wah Taing Cinde L Wolfe Jaroslav Matejovsky 1006 W Graham Ave 505 Lakeshore Dr 1492 Allenford Ave Lake Elsinore, CA 92530-7200 Lake Elsinore, CA 92530 Los Angeles, CA 90049-3614 374-253-010 374-291-006 374-292-009 Mary Hudson City Of Lake Elsinore City Of Lake Elsinore 100 South St 209 130 S Main St 130 S Main St Sausalito, CA 94965-2566 Lake Elsinore, CA 92530-4109 Lake Elsinore, CA 92530-4109 L£Z£OJ3J 9jefdwal ash J00Jd-user CI. -1 Fitttttnint ta<nti wo:)-Aema•n+mm pue wo:)•ssaadx3a;elodao:)-mmnn. sSiBOX3 WE9'8EZ) A V0013J'888'l a n x v N s E s a}eaodUoa�� ....... .. .. - 374-301-001 374-301-002 374-301-003 City Of Lake Elsinore City Of Lake Elsinore City Of Lake Elsinore 130 S Main St 130 S Main St 130 S Main St Lake Elsinore, CA 92530-4109 Lake Elsinore, CA 92530-4109 Lake Elsinore, CA 92530-4109 374-301-004 374-301-005 374--301-006 City Of Lake Elsinore City Of Lake Elsinore City Of Lake Elsinore 130 S Main St 130 S Main St 130 S Main St Lake Elsinore, CA 92530-4109 Lake Elsinore, CA 92530-4109 Lake Elsinore, CA 92530-4109 374-302-003 374-302-004 374-302-005 City Of Lake Elsinore City Of Lake Elsinore City Of Lake Elsinore 130 S Main St 130 S Main St 130 S Main St Lake Elsinore, CA 92530-4109 Lake Elsinore, CA 92530-4109 Lake Elsinore, CA 92530-4109 374-302-006 374-302-007 *** 41 Printed *** City Of Lake Elsinore City Of Lake Elsinore 130 S Main St 130 S Main St Lake Elsinore, CA 92530-4109 Lake Elsinore, CA 92530-4109 r }00J&wef LEZE093J a;ejdwa;asn SlafnP-1 611111PIA1 MIMI CITY Of LAKE 1r9, LS1A0RE DR£AM EXTREME April 19, 2007 coinNe Ms. Tammie Marshall County Clerk of Riverside County 2720 Gateway Drive Riverside, CA 92502-0751 Subject: Filing of Notice of Exemption Dear Ms. Marshall, Enclosed is a check in the amount of $64.00 to cover the filing fees for the following project: • Minor Design Review for two (2), two story dwelling units located at 207 and 209 Poe Street (APN's: 374-235-006 and 374-253-007). Applicants name & address: Wah Taing Enclosed you will find the original notice and two copies. Please return one copy with the receipt and one at the end of the filing period using the envelope that I have enclosed. If you have any questions, please call (951) 674-3124 extension 289. Sincerely, Kris Office Specialist III Enclosures 951.674,3124 130 S.MAIN STREET LAKE ELSINORE,CA 92530 W W W.LAKE-E L51 NO RE.O RG City of Lake Elsinore ��� d� , Notice of Exemption Planning Division 130 S.Main Street Lake Elsinore,CA 92530 My MeyeF (951)674-3124 -�M Depu,v (951)471-1419 fax Filed With: O Office of Planning and Research 0 County Clerk of Riverside County 1400 Tenth Street, Room 121 2724 Gateway Drive Sacramento, CA 95814 Riverside, CA 92507 Project Title: Minor Design Review for two(2),two story dwelling units located at 207 and 209 Poe Street,referred to as APN's: 374-253-006 and APN: 374-253-007. Project Location (Specific): The proposed project is located approximately 150 feet north of Lakeshore in the area known as Future Specific Plan"I"(Lake Edge). Project Location(City): City of Lake Elsinore Project Location(County): Riverside County Description of Nature,Purpose,and Beneficiaries of Project: The residential project consists of a request for review and approval to construct two 3,401 square foot conventionally built single- family residential units with attached 633 square foot garages on two individual 9,000 square foot vacant lots with other associated improvements. Review is pursuant to Chapter 17.82 (Design Review), Chapter 17.14 (Residential Development Standards), Chapter 17.23 (R-1 Single-Family Residential District) and Chapter 17.66 (Parking Requirements) of the Lake Elsinore Municipal Code (LEMC). The properties are zoned as R-1, and are designated as Medium High Density under the General Plan. Name of Public Agency Approving Project: City of Lake Elsinore ,leg De a at on/Ntc De 6natior, Name of Person/Agency Administrating Project: Agustin Resendiz, Associate Planner, City of lift#&09T.e 21152 POSTED Exempt Status: ❑ Ministerial(Section 15073) APR 2 5 2007 Removeo. ❑ Declared Emergency(Section 15071 (a)) - - - By. ,-Dept. ❑ Emergency Project Section 15071 County o{Riverside, g Y ( (b)and(c)) t�{�ailro!'n!"I. El Categorical Exemption(state type and section number): Article 19 Categorical Exemptions; Section 15303,Class 3 (a) New Construction or Conversion of Small Structures Reasons why project is exempt: This project meets the requirements pursuant to Section 15303 of the California Environmental Quality Act(CEQA). Contact Person: Agustin Resendiz Telephone Number: ( Signed: Title: Director of Community Development Rolfe M.Preisendanz STATE OF CALIFORNIA-THE RESOURCES AGENCY DEPARTMENT OF FISH AND GAME JUN 4 -2007 ENVIRONMENTAL FILING FEE CASH RECEIPT CM OF LAKE ELSINORE Receipt# 200700491 PLANNING DIVISION Lead Agency: CITY OF LAKE ELSINORE Date: 04/25/2007 County Agency of Filing: Riverside Document No: 200700491 Project Title: MDR FOR 2 TWO STORY UNITS AT 207 AND 209 POE STREET Project Applicant Name: WAH AND TOY TAING Phone Number: Project Applicant Address: Project Applicant: Private Entity CHECK APPLICABLE FEES: ❑Environmental Impact Report ❑Negative Declaration ❑Application Fee Water Diversion(State Water Resources Control Board Only) ❑Project Subject to Certified Regulatory Programs X❑County Administration Fee $64.00 ❑Project that is exempt from fees(DeMinimis Exemption) ❑X Project that is exempt from fees(Notice of Exemption) Total Received $64.00 Signature and title of person receiving payment: Notes: CITY OF LAKE ELSINORE REPORT TO THE PLANNING COMMISSION TO: CHAIRMAN AND MEMBERS OF THE PLANNING COMMISSION FROM: ROLFE M. PREISENDANZ, DIRECTOR OF COMMUNITY DEVELOPMENT DATE: APRIL 3, 2007 PREPARED BY: AGUSTIN RESENDIZ, ASSOCIATE PLANNER PROJECT TITLE: MINOR DESIGN REVIEW OF TWO (2) SINGLE- FAMILY RESIDENCES LOCATED AT 207 AND 209 POE STREET (APN'S: 374-253-006 AND 007). APPLICANT: WAG TAING: 1006 GRAHAM STREET, LAKE ELSINORE, CA 92530 OWNER: WAG TAING: 1006 GRAHAM STREET, LAKE ELSINORE, CA 92530 PROJECT REQUEST The applicant is requesting design review consideration of two(2)conventionally built single-family residences located at 207 and 209 Poe Street. Review is pursuant to Chapter 17.23 (R-1, Single-Family Residential), Chapter 17.82 (Design Review), Chapter 17.14 (Residential Development Standards), and Chapter 17.66 (Parking Requirements) of the Lake Elsinore Municipal Code (LEMC). BACKGROUND The Design Review Committee (DRC) reviewed the plans for the two (2) proposed single-family dwelling units and provided several substantive comments on the proposed architectural design, fencing, landscaping, structure heights, and grading. Once revised, the applicant re-submitted plans along with building elevations for the proposed homes, which incorporated the recommendations that were suggested by the DRC. REPORT TO PLANNING COMMISSION APRIL 3, 2007 PROJECT TITLE: MINOR DESIGN REVIEW OF TWO (2) SINGLE- FAMILY RESIDENCES LOCATED AT 207 AND 209 POE STREET (APN'S: 374-253-006 AND 007). walk-in-closet, master bathroom, a deck, and a laundry room. The proposed dwelling will be approximately 3,400 square feet and will include a 633 square foot three(3)car garage. The building footprint is approximately 2,400 square feet or twenty-six percent (26%) of the 9,000 square foot lot which complies with the maximum lot coverage requirement of fifty-percent (50%) as outlined in Chapter 17.23.090 of the Lake Elsinore Municipal Code (LEMC). 209 Poe Street (APN. 374-253-006) The first floor of the proposed dwelling unit located at 207 Poe Street will include an entry area, living room, dining room, kitchen, family room, one (1) bedroom/Den option, one (1) bathroom, laundry room, and a three (3) car garage. The second floor will include two (2) bedrooms, a loft/bedroom option, and a master bedroom with walk-in-closet, master bathroom, a deck, and a laundry room. The proposed dwelling will be approximately 3,400 square feet and will include a 633 square foot three (3) car-garage. The building footprint is approximately 2,400 square feet or twenty-six percent (26%) of the 9,000 square foot lot, which complies with the maximum lot coverage requirement of fifty-percent (50%) as outlined in Chapter 17,23.090 of the Lake Elsinore Municipal Code (LEMC). The applicant is also proposing to connect the dwellings to the public sewer system. Staff has conditioned the applicant to submit a `will serve' letter for the service of sewer and water, prior to the issuance of a building permit. Architectural Style The architectural design of the proposed residential dwellings is a contemporary architectural style. All elevations will include a stucco finish and light concrete tile roofing. One of the units will include a three foot (3) high brick veneer decorative wainscot trim along the front elevation. The second unit will incorporate culture stone and varying roof pitches to create variation between the two (2) identical floor plans. The applicant is also proposing a variety of decorative architectural elements which includes arched windows, decorative wood shutters and exterior light fixtures. AGENDA ITEM PAGE �, OF REPORT TO PLANNING COMMISSION APRIL 3, 2007 PROJECT TITLE: MINOR DESIGN REVIEW OF TWO (2) SINGLE- FAMILY RESIDENCES LOCATED AT 207 AND 209 POE STREET (APN'S: 374-253-006 AND 007). 209 Poe Street (APN.• 374-253-007) 5 Roof `S'- tile `Anderson Gray' Trim/Fascia Wood/Stucco/Foam `Wenona' Wall Stucco `Plantation Beige' Stone Veneer Cultured Stone `Adobe Sunset and Coastal Beige' ANALYSIS Staff has reviewed the proposed single-family dwelling units located at 207 and 209 Poe Street and found that with the attached conditions of approval,the project meets all minimum requirements of Chapter 17.82 (Design Review),Chapter 17.14(Residential Development Standards), Chapter 17.23 (Single-family Residential), and Chapter 17.66 (Parking Requirements)of the Lake Elsinore Municipal Code(LEMC)including but not limited to; density, setbacks, landscaping, parking, and lot coverage. ENVIRONMENTAL DETERMINATION Pursuant to the California Environmental Quality Act(CEQA),Section 15332(In-Fill Development Projects), staff has determined that the proposed project will not have a significant affect on the environment and shall therefore be exempt from the provisions of CEQA. Therefore no additional environmental clearance is necessary. RECOMMENDATION Staff recommends that the Planning Commission adopt Resolution No. 2007- approving the two (2) single-family dwelling units located at 207 and 209 Poe Street based on the Findings, Exhibits, and the proposed Conditions of Approval. AGENDA ITEM PAGE 5 OF CITY OF LAKE ELSINORE CONDITIONS OF APPROVAL PROJECT NAME: MINOR DESIGN REVIEW OF TWO (2) SINGLE- FAMILY DWELLING UNITS LOCATED AT 207 AND 209 POE STREET (APN'S: 374-253-006 & 374- 253-007). GENERAL CONDITIONS 1. The applicant shall defend, indemnify, and hold harmless the City, its officials, officers, employees, and/or agents from any claim, action, or proceeding against the City, its officials, officers, employees, or agents concerning the Minor Design Review for two (2), two-story Single-Family Residential Development project attached hereto. 2. The decision of the Planning Commission shall be final fifteen (15) days from the date of the decision, unless an appeal has been filed with the City Council pursuant to the provisions of Chapter 17.80 of the Lake Elsinore Municipal Code. PLANNING DIVISION 3. The project shall connect to sewer and meet all requirements of the Elsinore Valley Municipal Water District (EVMWD). Applicant shall submit sewer plans to the EVMWD and shall incorporate all district conditions and standards. 4. Minor Design Review approval of two (2) single-family dwelling units located at 207 Poe Street (APN: 374-253-006) and 209 Poe Street (APN: 374-253-007) will lapse and become void one (1) year of the approval date unless a building permit is issued and construction commenced and diligently pursued toward completion. 5. All Conditions of Approval shall be reproduced upon page one of building plans submitted to the Building and Safety Division for Plan Check. All Conditions of Approval shall be met prior to the issuance of a Certificate of Occupancy and release of utilities. 6. Prior to issuance of any grading or building permits, the Applicant shall sign and complete an "Acknowledgement of Conditions," and shall return the executed original to the Community Development Department for inclusion in the case records. PLANNING COMMISSION APPROVED AGENDA ITEM NO. APRIL 3,2007 PAGE NO. OF CITY OF LAKE ELSINORE CONDITIONS OF APPROVAL 7. Prior to the issuance of a building permit the Applicant shall obtained and submit a "will serve" letter from Elsinore Valley Municipal Water District to the satisfaction of the Director of Community Development. The "will serve" letter shall specifically indicate the specific water flow volumes for both domestic and fire protection water supply. The applicant shall submit water plans to EVMWD and shall incorporate all District conditions and standards, including payment of applicable connection fees. 8. All site improvements shall be constructed as indicated on the approved site plan and elevations, with revisions as noted herein. The applicant shall meet all required setbacks and development standards pursuant to Section 17.23 (R-1 Single-Family Residential). Any revisions to the Minor Design Review attached hereto shall be processed in a similar manner as the original Minor Design Review. All plans submitted for Building Division Plan Check shall conform to the submitted plans as modified by Conditions of Approval. 9. The development of the homes shall be in conformance with approved plans referenced herein or modified with the approval of the Community Development Director or designee. 10.All materials and colors depicted on the plans and materials board shall be used unless approved by the Community Development Director or designee. I LComposition shingle will no longer be a permitted roofing material at a minimum the applicant shall use a concrete tile, or other material approved by the Community Development Director or Designee. 12.The Applicant is to meet all applicable City Codes and Ordinances. 13.A cash bond of$1,000.00 shall be required for any construction trailers placed on the site and used during construction. Bonds will be released after removal of trailers and restoration of the site to an acceptable state, subject to the approval of the Community Development Director or designee. 14.The Applicant shall comply with the City's Noise Ordinance. Construction activity shall be limited to the hours of 7:00 AM to 5:00 PM, Monday through Friday, and no construction activity shall occur on Saturdays, Sundays or legal holidays. PLANNING COMMISSION APPROVED AGENDA ITEM NO. APRIL;,2007 PAGE NO. OF CITY OF LAKE ELSINORE CONDITIONS OF APPROVAL 15.The Applicant shall comply with all requirements of the City's Grading Ordinance. Construction generated dust and erosion shall be mitigated in accordance with the provisions of Municipal Code, Chapter 15.72 and using accepted control techniques. Interim erosion control measures shall be provided thirty (30) days after the site's rough grading, as approved by the City Engineer. 16.The applicant shall meet all applicable County Fire Department requirements for fire protection. 17.The applicant shall meet all applicable Building and Safety Division requirements. 18.Any exterior air conditioning or other mechanical equipment shall be ground mounted and screened so that they are not visible from neighboring property or public streets. Air conditioning units and related equipment may not encroach more than two-feet (2') into the required minimum side yard setback. 19.Garages shall be constructed to provide a minimum interior clear space of twenty feet (20') x twenty feet (20') for two cars. 20.The Applicant shall plant twenty-four inch (24") box street trees, selected from the City Street Tree List, a maximum of thirty feet (30') on center along all street frontages. Planting is subject to the approval of the Community Development Director or designee prior to issuance of a Certificate of Occupancy. 21.The Applicant shall provide shrubs and plant materials as shown on the landscape plan. All accent shrubs shall be a minimum five-gallon (5) in size. Any changes to this plan shall be subject to the approval of the Community Development Director or designee. The landscape plan improvements and plantings shall be fully installed prior to issuance of a Certificate of Occupancy. 22.Planting within fifteen feet (15') of ingress/egress points shall be no higher than 36 inches. 23.The Applicant shall provide an irrigation system for landscaped areas onsite as shown on the landscape plans. The irrigation system shall be fully installed and operational prior to the issuance of a Certificate of Occupancy. PLANNING COMMISSION APPROVED AGENDA ITEM NO._ APRIL 3,2007 PAGE NO. OF CITY OF LAKE ELSINORE CONDITIONS OF APPROVAL 24.The Applicant shall provide a rain sensor as shown on the landscape plan. The rain censor shall be installed prior to the issuance of a Certificate of Occupancy. 25.All exposed slopes in excess of three feet (Y) in height shall have permanent irrigation system and erosion control vegetation installed, as approved by the City's Landscape Architect. A Planting and Irrigation Plan shall be submitted, approved and planted prior to the issuance of a Certificate of Occupancy. Fees are required for review of plans and inspections. 26.Driveways shall be constructed of concrete per Building and Safety Division standards. 27.All walls or fences located in any front yard shall not exceed thirty-six inches (36") in height with the exception that wrought-iron fences may be five feet (5') in height. Chain link fences shall be prohibited. 28.The applicant shall construct the City's Standard six foot (6') wood fence along the sides and rear property lines of each lot. The return walls in view of the public right of way and along the front of the residence will be architecturally enhanced, matching the architecture style of the residence. 29.The Applicant shall be required to remove and replace any existing chain link fencing and any fencing that is in poor condition. It will be the responsibility of the Applicant to contact the effected neighboring property owners. If the existing fencing is in good condition, this requirement may be waived per the approval of the Community Development Director or Designee. 30.The building address shall be a minimum of four inches (4") high and shall be easily visible from the public right-of-way. Care shall be taken to select colors and materials that contrast with building walls or trim. 31.The Applicant shall provide a flat concrete pad a minimum of 3'- 0" by T- 0" adjacent to each dwelling unit. The storage pad for trash barrels shall be concealed from public view. 32.The Applicant shall provide assurance that all required fees to the Lake Elsinore Unified School District have been paid prior to issuance of building permits. 33.The Applicant shall pay park-in-lieu fees in effect at the time prior to issuance of PLANNING COMMISSION APPROVED AGENDA ITEM NO, APRIL 3,2007 PAGE NO. OF CITY OF LAKE ELSINORE CONDITIONS OF APPROVAL building permits. 34.The Applicant shall meet all Conditions of Approval prior to the issuance of a Certificate of Occupancy and release of utilities. 35.The Applicant shall pay the Multi Species Habitat Conservation Plan Fee (MSHCP) Local Development Mitigation Fee prior to obtaining building permits. 36.The Applicant shall submit a check in the amount of$64.00 made payable to the County of Riverside for a Notice of Exemption. The check shall be submitted to the Planning Division for processing within 48 hours of the projects approval. 37.The Applicant shall pay the applicable Library Capital Improvement Fund fee. 38.The Applicant shall pay the applicable Building Impact Fee. 39.Prior to the issuance of any building permit for the Project, Developer shall enter into an agreement with the City and the Redevelopment Agency of the City of Lake Elsinore to provide (a) 15% of the units constructed in the Project as affordable housing units in accordance with the requirements of Section 33413 (b)(2) of the California Community Redevelopment Law (Health & Safety Code Sections 33000 et seq.), or (b) an alternative equivalent action as determined by the City which may include (without limitation) dedication of vacant land, construction of affordable units on another site, or payment of an in-lieu fee at the rate of$2.00 per square foot of assessable space for each dwelling unit in the Project. For purposes of this condition, "assessable space" means all of the square footage within the perimeter of a residential structure, not including any carport, walkway, garage, overhang, patio, enclosed patio, detached accessory structure, or similar area. The amount of the square footage within the perimeter of a residential structure shall be calculated by the building department of the City in accordance with the standard practice of the City in calculating structural perimeters. 40.The applicant shall place a weatherproof 3' x 3' sign at the entrance to the project site identifying the approved days and hours of construction activity and a statement that complaints regarding the operation can be lodged with the City of Lake Elsinore Code Enforcement Division (951) 674-3124. PLANNING COMMISSION APPROVED AGENDA ITEM NO. APRIL 3,2007 PAGE NO. OF CITY OF LAKE ELSINORE CONDITIONS OF APPROVAL ENGINEERING DIVISION 40.All Public Works requirements shall be complied with as a condition of development as specified in the Lake Elsinore Municipal Code (LEMC) prior to building permit. 41.Submit a "Will Serve" letter to the City Engineering Division from the applicable water agency stating that water and sewer arrangements have been made for this project and specify the technical data for the water service at the location, such as water pressure and volume etc. Submit this letter prior to applying for a building permit. 42.Arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of the roadway or alley shall be the responsibility of the property owner or his agent. 43.Provide fire protection access and facilities as required in writing by Riverside County Fire. 44.In accordance with the City's Franchise Agreement for waste disposal & recycling, the applicant shall be required to contract with CR&R Inc. for removal and disposal of all waste material, debris, vegetation and other rubbish generated during cleaning, demolition, clear and grubbing or all other phases of construction. 45.All grading and street improvement plans submitted to engineering shall be drawn on 24" x 36" Mylar and be set into City's specific border and title block and include city specific general notes for grading or street improvements respectively. Digital files for the border and the notes are available by request to "agutierrez@lake-elsinore.org". STREET IMPROVEMENTS 46.Construct all public works improvements from property line to one foot beyond centerline of Poe Street (the pavement section shall be designed based on soils investigation report but minimum of 3" Asphalt Concrete over 5" Aggregate Base) per approved street plans (LEMC Title 12). Plans shall be approved and signed by the City Engineer prior to issuance of building permit (LEMC 16.34). PLANNING COMMI;SSION APPROVED AGENDA ITEM NO. APRIL 3,2007 PAGE NO. OF CITY OF LAKE ELSINORE CONDITIONS OF APPROVAL 47.A Calif Registered Civil Engineer shall prepare street and alley improvement plans and specifications. Improvements shall be designed and constructed to Riverside County Road Department Standards, latest edition, and City Codes (LEMC 12.04 and 16.34). Street improvement plans shall show existing and future profiles at centerline of street, at top of curb and at centerline of the alley. The profiles and contours shall extend to 50' beyond the property limits on Poe Street centerline. 48.If the existing street improvements are to be modified, the existing street plans on file shall be modified accordingly and approved by the City Engineer prior to issuance of building permit. An encroachment permit will be required to do the work. 49.Work done under an encroachment permit for off-site improvements of utility lines shall be delineated on the street improvement plans and approved and signed by the City Engineer prior to issuance of building permits. 50.Pay all fees and meet requirements of an encroachment permit issued by the Engineering Division for construction of off-site public works improvements (LEMC 12.08, Res.83-78). All fees and requirements for an encroachment permit shall be fulfilled before Certificate of Occupancy. GRADING 51.Developer shall obtain all necessary off-site easements for off-site grading from the adjacent property owners prior to issuance of grading permit approval. 52.Apply and obtain a grading permit with appropriate security prior to any grading activity. 53.A grading plan stamped/signed by a California Registered Civil Engineer is required if the sum of the cut and fill in grading exceeds 50 cubic yards and the existing drainage flow pattern is substantially modified as determined by the City Engineer. The grading plan shall show volumes of cut and fill, adequate contours and/or spot elevations of the existing ground as surveyed by a licensed surveyor or civil engineer. Contours shall extend to minimum of 15 feet beyond property lines to indicate existing drainage pattern. Apply and obtain a grading permit with appropriate security prior to grading permit issuance. PLANNING COMMISSION APPROVED AGENDA ITEM NO. APRIL 3,2007 PAGE NO. OF CITY OF LAKE ELSINORE CONDITIONS OF APPROVAL 54.This property is within the Lake Elsinore specific boundary and therefore no import of soil is allowed at elevations under 1264.00 55.The minimum floor elevation of the residences shall be 1267.00 56.Provide soils, geology and seismic report, as part of this report address the requirement of the Alquist-Priolo Earthquake Fault Zoning Act. Provide final soils report showing compliance with recommendations. 57.Applicant to provide erosion control measures as part of their grading plan. The applicant shall contribute to protection of storm water quality and meet the goals of the BMP in Supplement "A" in the Riverside County NPDES Drainage Area Management Plan. 58.All grading shall be done under the supervision of a geotechnical engineer and he shall certify all slopes steeper than 2 to 1 for stability and proper erosion control. DRAINAGE: 59.0n-site drainage shall be conveyed to a public facility, accepted by adjacent property owners by a notarized letter of drainage acceptance, or conveyed to a drainage easement. 60.All natural drainage traversing the site shall be conveyed through the site, or shall be collected and conveyed by a method approved by the City Engineer. 61.Roof drains shall not be allowed to outlet directly through coring in the street curb. Roofs shall drain to a landscaped area. Driveways shall be sloped to drain into landscaping prior to entering street facilities FEES: 62.Pay all Capital Improvement and Plan Check fees (LEMC 16.34). The current traffic mitigation fee is $1,369.00; and the current TUMF amount is $9,693.00; the amount of fees shall be adjusted according to the fee schedule current at the time of payment. PLANNING COMMISSION APPROVED AGENDA ITEM NO. APRIL 3,2007 PAGE NO. OF CITY OF LAKE ELSINORE CONDITIONS OF APPROVAL STORMWATER/ CLEANWATER PROTECTION PROGRAM 63.City of Lake Elsinore has adopted ordinances for storm water management and discharge control. In accordance with state and federal law, these local storm water ordinances prohibit the discharge of waste into storm drain system or local surface waters. This includes non-storm water discharges containing oil, grease, detergents, trash, or other waste remains. Brochures of"Storm water Pollution, What You Should Know" describing preventing measures are available at City Hall. PLEASE NOTE: The discharge of pollutants into street, gutters, storm drain system, or waterways -without Regional Water Quality Control Board permit or waver— is strictly prohibited by local ordinances and state and federal law. PLANNING COMMISSION APPROVED AGENDA ITEM NO._ APRIL a,2007 PAGE NO. OF RESOLUTION NO. 2007-68 RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING A MINOR DESIGN REVIEW FOR TWO (2) SINGLE-FAMILY DWELLING UNITS WHEREAS, Mr. Wah Taing has filed an application with the City of Lake Elsinore requesting approval of a Minor Design Review for two (2) conventionally built two-story single-family dwelling units with attached three (3) car garages on property located at 207 and 209 Poe Street (APN's: 374-253-006 and 007) (the "Project"); and WHEREAS, the Planning Commission of the City of Lake Elsinore has been delegated with the responsibility of considering and approving, conditionally approving, or denying Minor Design Review requests for residential projects; and WHEREAS, public notice of the Project has been given and the Planning Commission has considered evidence presented by the Community Development Department and other interested parties at a public meeting held with respect to this item on April 3, 2007. NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE DOES HEREBY RESOLVE, DETERMINE, AND ORDER AS FOLLOWS: SECTION 1. The Planning Commission has- considered the proposed design for the Project and has found it acceptable. The Planning Commission finds and determines that the Project is consistent with the Lake Elsinore Municipal Code. SECTION 2. The Planning Commission finds and determines that the Project is categorically exempt from the California Environmental Quality Act (Cal. Pub. Res. Code §§ 21000 et seq.: "CEQA") and the CEQA Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to a class 32 exemption for In-Fill Development Projects (14 C.C.R. § 15332) because the Project involve the construction of two (2) two-story single-family dwelling units within City limits on lots of no more than five (5) acres, which are surrounded by urban uses and have no value as habitat for endangered, rare or threatened species. The Project will not result in any significant effects relating to traffic, noise, air quality, or water quality and the homes can be served by all required utilities and public services. PLANNING COMMISSION RESOLUTION NO. 2007-68 PAGE 2 OF 4 SECTION 3. That in accordance with Lake Elsinore Municipal Code Chapter 17.82, the Planning Commission makes the following findings for the approval of the Project: 1. The Project, as approved, will comply with the goals and objectives of the intended General Plan and the Zoning District in which the Project will be located. The Project complies with the goals and objectives of General Plan designation Feature Specific Plan "I" (Lake Edge) as well as the R-1 (Single-Family Residential) Zoning District. General Plan designation Specific Plan "I" (Lake Edge) is intended to provide a wide range of housing densities and some limited commercial and industrial uses. Furthermore, Table III-S (General Plan/Zoning Compatibility Matrix) within the General Plan identifies that the General Plan designation of Future Specific Plan "I" (Lake Edge) is compatible with the R-1 (Single- Family Residential) Zoning District. In addition, the Future Specific Plan J General Plan mandates that the average residential density will be 6 dwelling units to the acre. By proposing one (1) single-family residence with attached garage, the Projects) located at 207 and 209 Poe Street will cover approximately twenty-six percent (26%) of the net lot area of each lot and is in compliance with the goals and objectives of the Future Specific Plan"I"' (Lake Edge) designation of the General Plan, R-1 (Single-Family Residential) Zoning District, and the General Plan/Zoning Compatibility Matrix. Approval of this Project will assist in achieving the development of a well balanced and functional mix of residential, limited commercial, limited industrial, open space, recreational and institutional land uses by providing additional affordable housing within the R-1 (Single-Family Residential) Zoning District Lake Elsinore Municipal Code. The Project also encourages the development and maintenance of a broad range of housing types for all income groups and age categories. Finally, the Project, which incorporates elements of "Contemporary" style architecture, will provide a well rounded design while maintaining the desirable rural characteristics and base framework to achieve quality and compatibility in the physical design of the developing portions of the City. Overall, the Projects) will enhance the existing developed areas within General Plan designation Future Specific Plan `I" (Lake Edge) and Zoning Designation R-1 (Single- Family Residential) of the Lake Elsinore Municipal Code. PLANNING COMMISSION RESOLUTION NO. 2007-68 PAGE 3 OF 4 2. The Project complies with the design directives contained in Section 17.82.060 and all other applicable provisions of the Municipal Code. The Project located at 207 and 209 Poe Street are appropriate to the site and surrounding developments in that the proposed single-family dwelling units have provided: a twenty foot (20)front yard setback; a twenty (20) foot rear yard setback; sufficient front, side, and rear yard landscaping; and, safe and sufficient on-site vehicular circulation. In addition, the Project complies with all setback, height, and lot coverage requirements as outlined in the R-1 (Single-Family Residential) Zoning District of the Lake Elsinore Municipal Code. Further, the Project as proposed will complement the quality of existing projects in that the applicant is providing elements of"Contemporary" style architecture which includes: 360-degree architecture articulation pursuant to the "General Plan, Community Design Element Design Guidelines"; decorative style window surrounds with divided window lites; decorative entry doors with windows, bay windows, coach lights, ledgerstone veneer; 1 and concrete tile roofs. 3. Subject to the attached conditions of approval, the Project is not anticipated J pp � J P to result in any significant adverse environmental impacts. Pursuant to the California Environmental Quality Act (CEQA) Guidelines 1533Z the Projects located at 207 and 209 Poe Street is exempt from environmental review because it involves the construction of two (2) single- family residence and an attached garages in a residential zone. Therefore, no further environmental analysis is required. Notwithstanding the foregoing, however, the attached conditions of approval incorporate design features into the Project which suggest that the Project will not have a significant effect on the environment. 4. Conditions and safeguards pursuant to Chapter 17.82.070 of the Zoning Code, including guarantees and evidence of compliance with conditions, have been incorporated into the approval of the Project to ensure development of the property in accordance with the objectives of Chapter 17.82. Pursuant to Lake Elsinore Municipal Code Section 17.82.070, the Project has been scheduled for consideration and action of the Planning PLANNING COMMISSION RESOLUTION NO. 2007-68 PAGE 4 OF 4 Commission. The Project has also been conditioned to comply with all aspects of the Lake Elsinore Municipal Code. The Applicant shall meet all required setbacks and development standards pursuant to the R-1 (Single- Family Residential) of the Lake Elsinore Municipal Code (LEMC). SECTION 4. Based upon the evidence presented, the above findings, and the conditions of approval, the Planning Commission hereby approves the Minor Design Review application. SECTION 5. This Resolution shall take effect from and after the date of its passage and adoption. PASSED, APPROVED AND ADOPTED this 3rd day of April 2007, by the following vote: AYES: COMMISSIONERS: O'NEAL, GONZALES, MENDOZA, FLORES, ZANELLI NOES: COMMISSIONERS: E ABSENT: COMMISSIONERS: ABSTAIN: COMMISSIONERS: Mich ONaat, Chairman City of Lake Elsinore A-- �TTEST: L Rolfe Preisendanz Director of Community Development