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HomeMy WebLinkAboutAttachment 4 - Design Review Package (1)SCOPE OF WORK:NUMBER OF FLOORS WITHINSCOPE OF WORK:GROSS LOT AREADEDICATION AT ALLEYNET LOT AREA AFTERDEDICATION AT ALLEYADJUST GROSS BUILDINGFLOOR AREA UNDER ROOFGROSS INTERIOR OCCUPIABLEBUILDING AREA, INCLUDINGINTERIOR WALLSBUILDING HEIGHT:OCCUPANCYAUTOMATIC SPRINKLER:CONSTRUCTION TYPE:PARKING PROVIDED:FLOOR AREA RATIO :(FAR)DESIGN AND CONSTRUCTIONOF NEW GROCERY STORE BUILDINGIN DOWNTOWN LAKE ELSINORE1 FLOOR FOR THE ENTIRE BUILDING,20.938 S.F.644 SF20,294 SF7,917 SF7,500 S.F., INCLUDES 400 S.F. KITCHEN / DELI TAKE OUTFOOD RESTAURANTBUILDING HEIGHT 28', TOWER 35'B, MBUILDING TO BE FULLY SPRINKLEDV-B CONSTRUCTION25 PROVIDED INCLUDING ACCESSIBLE VANTOTAL BUILDING AREA,7,917 S.F. / TOTAL LOT AREA 20,294 S.F. = .39FAR - .39SITE DATABUILDING AREA :PAVED AREA :TOTAL GROUND LANDSCAPED AREA :VERTICAL LANDSCAPE APROX. :LEGAL DESCRIPTION :ZONING :ASSESSOR PARCEL NUMBER :HOURS OF OPERATION ANDNUMBER OF EMPLOYEE :7,917 SQ. FT. , 39 % OF THE LOT AREA10,437 SQ.FT. , 49 % OF THE LOT AREA2,450 SQ. FT. , 12 % OF THE LOT AREA158 SQ. FT. , .8%PORTION OF LOT 3, LOT 4 & 5 BLOCK AOF JONES ADDITION TO ELSINORELAKE ELSINORE , CALIFORNIAMIXED USED LAND USE DESIGNATION WITHINTHE DOWNTOWN ELSINORE SPECIFIC PLANAPN:373-025-026HOURS OF OPERATION IS FROM 8AM TO 9PMNUMBER OF EMPLOYEES ARE MAXIMUM 12BUILDING ADDRESS :BUILDING OWNER :DEVELOPERPROPOSED PROJECT :218-230 N MAIN STREETLAKE ELSINORE, CA 91530RAJNI SANATHRACHC BUILDERTHE PROJECT PROPOSED IN THIS APPLICATION IS A 7,500 S.F. NEW CONSTRUCTION FOR A GROCERYSTORE ON APPROXIMATELY GROSS AREA OF 20,938 S.F LOT. LOCATED WITHIN DOWNTOWN ELSINORESPECIFIC PLAN, NORTHERLY OF HEALED AVENUE, SOUTHERLY OF FRANKLIN STREET AND EASTERLY OFMAIN STREET, NEW BUILDING INCLUDES; 400 S.F. KITCHEN / DELI RESTAURANT (FOR TAKE OUT FOODONLY), WAREHOUSE, WALKING FREEZERS, WALKING COOLER, BREAK ROOM, REST ROOMS, STAFF BREAKROOM AND OFFICES. BUILDING DESIGN IS MIXTURE OF MODERN AND LOCAL ARCHITECTURE PERDOWNTOWN ELSINORE SPECIFIC PLAN DESIGN GUIDE LINE, USING BRICKS ON FACADE AND STUCCO ASSPECIFIED ON ELEVATIONS, ALONG WITH MOLDING AND CORNICES SURROUNDING THE BUILDING ASSHOWN IN ELEVATIONS, WITH MINIMUM OF 15'-0" BUILDING SETBACK ON THE FRONT AT MAIN STREETAND 4'-6" DEDICATION/SETBACK ON THE BACK AT THE ALLEY AS REQUIRED BY PLANNING DIVISION.BUILDING HEIGHT VARIES FROM 28' TO 35'. TOTAL OF 25 PARKING SPACES IS PROVIDED AS REQUIREDPER SQUARE FOOTAGE IN FRONT OF THE BUILDING INCLUDING ACCESSIBLE VAN WITH LANDSCAPING ONTHE FRONT AND PARKING AREA ALONG WITH VERTICAL LANDSCAPE AT THE FRONT FACING MAIN ST., THEBUILDING CONSTRUCTION WILL CONSIST OF 12 INCH REINFORCED CMU WALLS THROUGHOUT EXTERIORWALLS AND OPEN WEB STEEL JOIST CEILING, COMBINATION OF 8 INCH CMU INTERIOR WALLS, METALSTUDS, RATED AND NONE RATED WALLS FOR OFFICE AREA. CMU WALLS ARE REINFORCED AND GROUTEDPER STRUCTURAL ENGINEER DRAWINGS AND SPECIFICATIONS. THE FLOOR SLAB THICKNESS VARIES FROM6" TO 8". TRANSFORMER AND GENERATOR PER ELECTRICAL ENGINEER WILL BE INSTALLED ON THE ROOFSURROUNDED BY PARAPET WALLS. THERE ARE 3 FIRE HYDRANT WITHIN CLOSE PROXIMITY (LESS THAN400 FT) OF THE SITE, IF REQUIRED / PER FIRE DEPARTMENT AN EXTRA FIRE HYDRANT WILL BE PROVIDEDPER FIRE PROTECTION ENGINEER DRAWINGS. PRELIMINARY WATER QUALITY MANAGEMENT PLAN (WQMP)ALONG WITH GRADING PLAN, SECTION AND DETAILS ARE PROVIDED BY CIVIL ENGINEER ON THE BOARD.AIR QUALITY ANALYSIS, BIOLOGICAL RESOURCES/MSHCP CONSISTENCY ANALYSIS, GREEN HOUSE GASANALYSIS, NOISE STUDY, AND TRAFFIC IMPACT STUDY HAVE BEEN PROVIDED SEPARATELY BY OURCONSULTANT TO ENGINEERING DEPARTMENT AND APPROVED ACCORDINGLY.PROJECT DATACONSULTANTS :ARCHITECT/DESIGNER :STRUCTURAL ENGINEER:MEP ENGINEER :BUILDER/DEVELOPER :DEBOR1927 Harbor Blvd. Blvd Suite 103Costa Mesa, CA 92627310-902-1980Smart Structural Design INC.6314 Van Nuys Suite 201Van Nuys, CA 91402818-904-3468BF Consulting Design12200 Stagg st.North Hollywood, CA 91605818-795-3487CHC8721 W. Sunset Blvd. Suite P-8West Hollywood, CA 90069310-734-7170TKIM Engineers300 W 6TH St. suite 303Los Angeles, CA 90020213 487 3636Nick Kazemi INC.4966 Topanga CYN BlvdWoodland Hills, CA 91364818-999-9890Space Concepts and Design14530 Hamlin St. # BVan Nuys, CA 91411213-384-8131GEO Concepts INC.14428 Hamlin St. # 200Van Nuys, CA 91401818-994-8895SURVEY ENGINEER :GRADING ENGINEER :KITCHEN :SOIL ENGINEER :T-1 TITLEG-1 GENERAL SITE PLANA-1 SITE PLANA-2 FLOOR PLANA-3 EQUIPMENT PLANA-4 PATH OF TRAVELA-5 ROOF PLAN - WALL SECTIONSA-6 ELEVATION - FRONT & MAIN ST.A-7 SIDE ELEVATION (ALLY & M.R.)A-8 COLOR BOARD ELEVATION (FRONT & MAIN ST.)A-9 COLOR BOARD ELEVATION (ALLEY $ M.R. SIDE)A-10 COLOR BOARD ELEVATION (PARKING & VACANT LOT)A-11 SECTIONSL-1.0 LANDSCAPE PLANC-0 SURVEY PLANC-1 GENERAL NOTESC-2 GRADING PLANC-3 GRADING DETAILSHEET INDEX :T-1Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject NameN.T.SConsultant1Issue, Date & Description23TITLE218-230 N MAIN-1ELSINORE MARKET N MAIN STREETLAKE ELSINORE CALIFORNIAVICINITY MAPPROJECT DATASHEET INDEXArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBORELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023Planning Revision corrections 08-28-2023 G-1Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/16"=1'-0"Consultant1Issue, Date & Description23General Site Plan land useArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBORELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023Planning Revision corrections 08-28-2023 ALLEYCOSTUMER AREAFOOD TO GO RESTAURANTOFFICEWAREHOUSE,WALKING COOLERS, FREEZERTOTAL BUILDING INTERIOR AREA SQUAREFOOTAGE ( INCLUDING INTERIOR WALLS)OFFICE PARKING REQUIREMENT367 S.F / 333 = 1.1TOTAL COMMERCIAL AREA PARKINGREQUIREMENT (INCLUDING COSTUMERAREA, WAREHOUSE, WALKING COOLER,FREEZER, TAKEOUT FOOD, BREAK RM. RESTRMS.)7,133 S.F. / 300 = 23.77TOTAL PARKING PROVIDED ON THE SITETOTAL PARKING REQUIRED5,842 S.F.400 S.F.367 S.F.551 S.F.340 S.F.7,500 S.F.1 PARKING SPACE24 PARKING SPACES25 PARKING SPACES25 PARKING SPACESBUILDING AREA TABULATIONA-10AA-10BA-1Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8"=1'-0"Consultant1Issue, Date & Description23SITE PLANArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBOR218-230 N MAIN-1ELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023Planning Revision corrections 08-28-2023 ALLEYCOSTUMER AREAFOOD TO GO RESTAURANTOFFICEWAREHOUSE,WALKING COOLERS, FREEZERTOTAL BUILDING INTERIOR AREA SQUAREFOOTAGE ( INCLUDING INTERIOR WALLS)OFFICE PARKING REQUIREMENT367 S.F / 333 = 1.1TOTAL COMMERCIAL AREA PARKINGREQUIREMENT (INCLUDING COSTUMERAREA, WAREHOUSE, WALKING COOLER,FREEZER, TAKEOUT FOOD, BREAK RM. RESTRMS.)7,133 S.F. / 300 = 23.77TOTAL PARKING PROVIDED ON THE SITETOTAL PARKING REQUIRED5,842 S.F.400 S.F.367 S.F.551 S.F.340 S.F.7,500 S.F.1 PARKING SPACE24 PARKING SPACES25 PARKING SPACES25 PARKING SPACESBUILDING AREA TABULATIONA-11BA-11BA-10AA-11AA-11AA-10BA-2Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8"=1'-0"Consultant1Issue, Date & Description23FLOOR PLANArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBOR218-230 N MAIN-1ELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023Planning Revision corrections 08-28-2023 ALLEYCOSTUMER AREAFOOD TO GO RESTAURANTOFFICEWAREHOUSE,WALKING COOLERS, FREEZERTOTAL BUILDING INTERIOR AREA SQUAREFOOTAGE ( INCLUDING INTERIOR WALLS)OFFICE PARKING REQUIREMENT367 S.F / 333 = 1.1TOTAL COMMERCIAL AREA PARKINGREQUIREMENT (INCLUDING COSTUMERAREA, WAREHOUSE, WALKING COOLER,FREEZER, TAKEOUT FOOD, BREAK RM. RESTRMS.)7,133 S.F. / 300 = 23.77TOTAL PARKING PROVIDED ON THE SITETOTAL PARKING REQUIRED5,842 S.F.400 S.F.367 S.F.551 S.F.340 S.F.7,500 S.F.1 PARKING SPACE24 PARKING SPACES25 PARKING SPACES25 PARKING SPACESBUILDING AREA TABULATION18x485-tier18x485-tierCheckOutCheckOutCheckOutCheckOut18x485-tier18x485-tier18x485-tier18x485-tier18x485-tier18x365-tierA-3Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8"=1'-0"Consultant1Issue, Date & Description23EQUIPMENT PLANArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBOR218-230 N MAIN-1ELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023Planning Revision corrections 08-28-2023 ALLEYCOSTUMER AREAFOOD TO GO RESTAURANTOFFICEWAREHOUSE,WALKING COOLERS, FREEZERTOTAL BUILDING INTERIOR AREA SQUAREFOOTAGE ( INCLUDING INTERIOR WALLS)OFFICE PARKING REQUIREMENT367 S.F / 333 = 1.1TOTAL COMMERCIAL AREA PARKINGREQUIREMENT (INCLUDING COSTUMERAREA, WAREHOUSE, WALKING COOLER,FREEZER, TAKEOUT FOOD, BREAK RM. RESTRMS.)7,133 S.F. / 300 = 23.77TOTAL PARKING PROVIDED ON THE SITETOTAL PARKING REQUIRED5,842 S.F.400 S.F.367 S.F.551 S.F.340 S.F.7,500 S.F.1 PARKING SPACE24 PARKING SPACES25 PARKING SPACES25 PARKING SPACESBUILDING AREA TABULATION18x485-tier18x485-tierCheckOutCheckOutCheckOutCheckOut18x485-tier18x485-tier18x485-tier18x485-tier18x485-tier18x365-tierA-4Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8"=1'-0"Consultant1Issue, Date & Description23PATH OF TRAVEL FLOOR PLANArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBORPlanning Division Review 11-17-2021218-230 N MAIN-1Planning Division Review 10-03-2022ELSINOREMARKETPlanning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023Planning Revision corrections 08-28-2023 A-5Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8"=1'-0"Consultant1Issue, Date & Description23ROOF PLANArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBOR218-230 N MAIN-1ELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022TYPICAL WALL SECTIONSROOF PLANScale : 1/2"=1'-0"Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023Planning Revision corrections 08-28-2023 ALLEYELSINOREMARKETELSINOREMARKETFRESH PRODUCEDELIFOOD TO GOA-6Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8"=1'-0"Consultant1Issue, Date & Description23ELEVATIONArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBOR218-230 N MAIN-1ELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023Planning Revision corrections 08-28-2023NORTH ELEVATION ( FRONT )WEST ELEVATION ( MAIN STREET ) ALLEYALLEY4A-7Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8"=1'-0"Consultant1Issue, Date & Description23ELEVATIONSOUTH ELEVATION ( BACK )EAST ELEVATION ( ALLY )Architect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBOR218-230 N MAIN-1ELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023Planning Revision corrections 08-28-2023 ALLEYELSINOREMARKETELSINOREMARKETFRESH PRODUCEDELIFOOD TO GO1Sherwin WilliamsSW 7071 ( 235-C1 )Gray ScreenSherwin WilliamsSW 7072 ( 235-C2 )OnlineSherwin WilliamsSW 7076 ( 235-C7 )CyberspaceSherwin WilliamsSW 6615 ( 117-C6 )PepperyTo Match Brick colorSherwin WilliamsSW 9531Stone GuardiansDark Brown MullionTransparent GlassDark Brown I-beamSherwin WilliamsSW 0002Chelsea MauveTavern flash wirecut red brick veneerDecorative Ornamentaliron rod, color to matchwindow frame 2 Light outdoorwall sconce withmetal cylinder 18" tallcolor to match mullionsMetal FencingPaint Black5514519105861151867951861177121234567891011121351221331245122816511928611110862917771A-8Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8"=1'-0"Consultant1Issue, Date & Description23ELEVATIONArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBOR218-230 N MAIN-1ELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023NORTH ELEVATION ( FRONT )WEST ELEVATION ( MAIN STREET )Planning Revision corrections 08-28-2023 ALLEYALLEYSherwin WilliamsSW 7071 ( 235-C1 )Gray ScreenSherwin WilliamsSW 7072 ( 235-C2 )OnlineSherwin WilliamsSW 7076 ( 235-C7 )CyberspaceSherwin WilliamsSW 6615 ( 117-C6 )PepperyTo Match Brick colorSherwin WilliamsSW 9531Stone GuardiansDark Brown MullionTransparent GlassDark Brown I-beamSherwin WilliamsSW 0002Chelsea MauveTavern flash wirecut red brick veneerDecorative Ornamentaliron rod, color to matchwindow frame 2 Light outdoorwall sconce withmetal cylinder 18" tallcolor to match mullionsMetal FencingPaint Black1234567891011121351111119813138114911454111A-9Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8"=1'-0"Consultant1Issue, Date & Description23ELEVATIONArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBORPlanning Devision Review 11-17-2021218-230 N MAIN-1Planning Devision Review 10-03-2022ELSINOREMARKETPlanning Revision corrections 08-28-2023SOUTH ELEVATION ( BACK )EAST SIDE ELEVATION ( ALLY ) ALLEYELSINOREMARKETSherwin WilliamsSW 7071 ( 235-C1 )Gray ScreenSherwin WilliamsSW 7072 ( 235-C2 )OnlineSherwin WilliamsSW 7076 ( 235-C7 )CyberspaceSherwin WilliamsSW 6615 ( 117-C6 )PepperyTo Match Brick colorSherwin WilliamsSW 9531Stone GuardiansDark Brown MullionTransparent GlassDark Brown I-beamSherwin WilliamsSW 0002Chelsea MauveTavern flash wirecut red brick veneerDecorative Ornamentaliron rod, color to matchwindow frame 2 Light outdoorwall sconce withmetal cylinder 18" tallcolor to match mullionsMetal FencingPaint Black12345678910111213113331322A-10Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8"=1'-0"Consultant1Issue, Date & Description23ELEVATIONLOW WALL ELEVATION ( FROM ADJACENT VACANT PROPERTY )Architect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBOR218-230 N MAIN-1ELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023LOW WALL ELEVATION PARKING SIDE LOW WALL ELEVATION PARKING SIDE Planning Revision corrections 08-28-2023BAA 3A-5A-5A-11Sheet No.ScaleDescriptionProject No.CAD FileRevisionDateProject Name1/8=1'-0"Consultant1Issue, Date & Description23SECTIONSSECTION ASECTION BArchitect/Designer1 9 2 7 H a r b o r B l v d.S u i t e 1 0 3C o s t a M e s a , C A 9 2 6 2 7Ph 3 1 0 . 9 0 2 . 1 9 8 0W W W . D E B O R . U SDEBOR218-230 N MAIN-1ELSINOREMARKETPlanning Division Review 11-17-2021Planning Division Review 10-03-2022Planning Review Meeting 12-14-2022Design Revision per corrections 02-14-2023Planning Revision corrections 07-08-2023Planning Revision corrections 08-28-2023 MAIN STREET ALLEY PLANTING LEGEND Symbol Botanical Name/Common Name Quantity Size TREE Geijera Parviflora/ Australian Willow 6 36" box M Lagerstroemia indica 'Watermelon Red' / 7 24" box M Watermelon Red Crape Myrtle SHRUBS Aloe striata / Coral Aloe 63 5g L @ 18" o.c. Carissa macrocarpa / Natal plum 47 5g M @ 30" o.c. Correa 'Dusky bells'/ Red Australian fuchsia 169 5g L 677 sf @ 24" o.c. VINE Bouganvillea 'Barbara Kurst' / Red bougainvillea 3 15g L @ 60" o.c. GROUND COVER Myoporum parvifolium / Myoporum 18 flat L 889 sf @ 12" o.c. = 889 plants RemarksWUCOLS 0' SCALE: 1/8" = 1'-0" 4' 8'16' WHEN PRINTED ON 24" X 36" PAPER. Project location: Debor 1927 Harbor Blvd. Suite 103 Costa Mesa, CA 92627 310.902.1980 Lake Elsinore, CA Scale: Date: L A N D S C A P E COURTLAND STUDIO, LLC A R C H I T E ECT U R 505 E Colorado Blvd. Mezz C Pasadena CA 91101 P: 818-788-9382 F: 818-788-3217 Licensed Landscape Architect #3620 C O U RT L A N D STUDIO Architect /Designer: 03/24/22 1/8" = 1'-0" LANDSCAPE PLAN L-1.0 AREA SUMMARY TOTAL LOT AREA = APPROX. 20,962.7 SF LANDSCAPE AREA OF PROJECT = 1,873 SF PERCENTAGE OF TURF AREAS = N/A (NO TURF PROPOSED) TREES: REQUIRED: TREES SHOULD BE PLANTED IN PARKING LOTS WITH THE GOAL OF PROVIDING A 50% SHADE CANOPY COVERAGE. TOTAL PARKING LOT SF = 4,191 SF x 50% = 2,095.5 SF OF SHADE PROVIDED: 2,297 SF (110% OF REQ.) Aloe striata / Coral aloeT R E E / V I N ES H R U B S / G R O U N D C O V E R SP R O P O S E D P L A N T M A T E R I A L Geijera Parviflora / Australian willow Carissa macrocarpa / Natal plum Correa 'Dusky Bells' / Red Australian fuchsia Myoporum parvifolium / Myoporum Bougainvillea 'Barbara Kurst' / Red Bougainvillea Lagerstroemia indica 'Watermelon Red' / Watermelon Red Crape Myrtle 2022-04-07 Lake Elsinore SD 2022-04-07 Lake Elsinore SD C-0 Drawing No.Checked by Print Date NK 3-16-20 218-230 N. MAIN ST. LAKE ELSINORE, CA 92530 GENERAL NOTES C-1 1" = 10' CALIFORNIA HOME CENTER NICK KAZEM, INC. WOODLAND HILLS, CA 91364 4966 TOPANGA CYN. BLVD. CIVIL ENGINEERS AND LAND SURVEYORS PHONE: 818-999-9890 FAX: 818-999-9896 Prepared for: OWNER Drawing Title Seal Scale Designed Drawn by Drawing No.Checked by Print Date TITLE SHEET NK PK NK PHONE: 818-758-6500 Project Address: Prepared by: Soil Engineer: GEO CONCEPTS, INC. 14428 HAMLIN STREET VAN NUYS, CA 91401 PHONE: 818-994-8895 1. Every effort should be made to eliminate the discharge of non-stormwater from the project site at all times. 2. Eroded sediments and other pollutants must be retained on-site and may not be transported from the site via sheet flow, 3. Stockpiles of earth and other construction related materials must be protected from being transported from the site by the 4. Fuels, oils, solvents, and other toxic materials must be stored in accordance with their listing and are not to contaminate the soil and surface waters. All approved storage containers are to be protected from the weather. Spills must be cleaned up immediately and disposed of in a proper manner. Spills may not be washed into the drainage system. 5. Excess or waste concrete may not be washed into the public way or any other drainage system. Provisions shall be made to 6. Trash and construction related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater 7. Sediments and other materials may not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public way. Accidental depositions must be swept up 8. Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by wind and water. 9. As the project owner or authorized agent of the owner, I have read and understand the requirements listed above, necessary to control storm water pollution from sediments, erosion, and construction materials, and I certify that I will comply with these (Owner or authorized agent of the owner) Signature Date (Owner or authorized agent of the owner) Print Name requirements. swales, area drains, natural drainage courses or wind. retain concrete wastes on-site until they can be disposed of as solid waste. immediately and may not be washed down by rajn or other means. ATTACHMENT "A" NOTES forces of wind or water. and dispersal by wind. #200 W.O. 6-14-2023 3864 WWW.GEOCONCEPTSINC.COM CUT = 26005 X 1/27= 963 C.Y. FILL = 7328 X 1/27 = 271 C.Y. EXPORT = 963-271-40-316= 336 C.Y. SHRINKAGE = 271 X 0.15= 40 C.Y. R&R = 11400X 5= 57000 C.F.= 2111 C.Y. SHRINKAGE = 2111X 0.15= 316 C.Y. 1" = 10' NICK KAZEM, INC. WOODLAND HILLS, CA 91364 4966 TOPANGA CYN. BLVD. CIVIL ENGINEERS AND LAND SURVEYORS PHONE: 818-999-9890 FAX: 818-999-9896 Prepared for: OWNER Drawing Title Seal Scale Designed Drawn by Drawing No.Checked by Print Date NK PK NK Project Address: Prepared by: Soil Engineer: W.O. 6-14-2023 3864 PLAN C-2 GRADING 218-230 N. MAIN ST. LAKE ELSINORE, CA 92530 CALIFORNIA HOME CENTER PHONE: 818-758-6500 GEO CONCEPTS, INC. 14428 HAMLIN STREET VAN NUYS, CA 91401 PHONE: 818-994-8895 #200 WWW.GEOCONCEPTSINC.COM MAIN STREETALLEYCLCL35' 7.5'7.5' 15' 35' 102.30 FS 98.05 FL 97.68 FL 98.49 FS 98.86 FS 99.98 FS 100.35 FS 102.50 FF 102.30 FS 100.02 FS 99.29 FS 102.25 6" CF 102.46 FS 102.60 FS 102.60 FS 102.70 CF 100.43 FS 100.34 FS 2% 8.33% LAND LANDLAND 101.75 PAD 1% 2% 5%MAX. 10% 2% 2%10%110.10 FG107.50 FG5% 5% 5% 5% 107.8 TRW 5.6' RET. 105.0 TRW 2.3' RET. 103.5 TRW 2' RET. 103.5 TRW 2' RET. 103.0 TRW 3' RET. 103.0 TRW 4' RET. 99.0 TW 101.0 TRW 3' RET.104.0 TRW 1.3' RET.0' RET. 97.47 INV.97.57 INV. 100.50 INV. 2%2%2% 97.87 INV.RAMPRAMP A A 102.27 FS 102.46 FS 102.25 0" CF 102.40 FS 2% 102.42 FS 2% 10%2.2%102.27 FS 2% MAX. 102.70 FS 101.39 FL 100.36 CF 101.70 CF 101.90 FS0.40% 98.9 INV. 99.2 INV. 2% 2% 2% 24" MH COVER ENTRY 101.25 FS 102.25 6" CF 102.46 FS 102.25 0" CF102.25 0" CF 102.46 FSGB102.40 FS 102.50 FS 2%110.0 TW 110.0 TW 110.0 TW 4.5'4.5' FUTURE DEDICATION 103.5 TRW 1' RET. 102.1 FG 103.1 FG100.7 FG 102.26 FS 102.35 FS 99.92 FS 100.04 FS NOTES: 1.SITE SOILS SHALL HAVE ADEQUATE DRAINAGE (AT LEAST 0.5 INCHES PER HOUR). 2.INFILTRATION SHALL NOT CAUSE GEOTECHNICAL HAZARDS RELATED TO EXPANSIVE SOIL MOVEMENT, TUNNEL EROSION, OR SLOPE STABILITY. 3.IF INFILTRATION HARZARDS ARE A CONCERN, AN UNDERDRAIN SHALL BE INSTALLED TO DRAIN WATER INTO STORM DRAIN INLET OR ONSITE BMP. GEOTEXTILE SHALL BE REPLACED WITH IMPERMEABLE LINER AND UNDERDRAIN PREFERRED PIPE. 4.ANY OVERFLOW SHALL BE DISCHARGED PER BUREAU OF ENGINEERING AND BUILDING & SAFETY REQUIREMENTS. 5.SLOPE IS NOT GREATER THAN 3 PERCENT. 6.FLOW DIRECTED TO PERMEABLE PAVEMENT SHALL BE DISPERSED SO AS NOT TO BE CONCENTRATED AT A SMALL AREA OF PAVEMENT. 7.PRE-FABRICATED PRODUCTS HAVE BEEN INSTALLED PER ALL APPROPRIATE MANUFACTURER'S SPECIFICATIONS. IF REQUIRED, SUB-GRADE SOIL SHALL BE COMPACTED IN ACCORDANCE WITH PRODUCT INSTALLATION SPECIFICATION. 2" TYP. 4" TYP. ADJACENT PAVEMENT CONCRETE MOW STRIP BEDDING SECTION NOT TO SCALE 0% - 3% SPACING PER MANUFACTURE'S SPECIFICATION (MIN 20% OPEN SURFACE AREA) (PER PROJECT PLANS) 4" CONCRETE PAVERS - ASTM C 1272 FOR FIRE TRUCK ROUTRE COLOR TO BE SELECTED BY DSIGNER RIVER PABBLE PACKING AT JOINTS 1 1/2" SAND BEDDING COURSE -ASTM C33 4" CRUSHED AGGREGATE 95% COMPACTION SOILD SOIL COMPACTION SHALL BE 95% UNDER FIRE TRUCK ROUTING AREA SEE PLAN NOT TO SCALE CONCRETE CURB DETAIL1/2" RFOR ELEV.,1/4"3/4" R 6"CEM. CONC. 4 12 DETAILCONCRETE GUTTER NOT TO SCALE 6"15"FINISHED SURFACE 1" = 10' NICK KAZEM, INC. WOODLAND HILLS, CA 91364 4966 TOPANGA CYN. BLVD. CIVIL ENGINEERS AND LAND SURVEYORS PHONE: 818-999-9890 FAX: 818-999-9896 Prepared for: OWNER Drawing Title Seal Scale Designed Drawn by Drawing No.Checked by Print Date NK PK NK Project Address: Prepared by: Soil Engineer: W.O. 6-14-2023 3864 DETAIL C-3 GRADING 218-230 N. MAIN ST. LAKE ELSINORE, CA 92530 CALIFORNIA HOME CENTER PHONE: 818-758-6500 GEO CONCEPTS, INC. 14428 HAMLIN STREET VAN NUYS, CA 91401 PHONE: 818-994-8895 #200 WWW.GEOCONCEPTSINC.COM f f SECTION VIEW CATCH BASIN ID 18" X 18" 24" X 24" 24" X 36" 36" X 36" 36" X 48" 48" X 48" SOLIDS STORAGE CAPACITY CUBIC FEET 0.10 0.80 0.30 0.40 1.10 1.60 FG-M1818 MODEL FG-M2424 FG-M2436 FG-M3636 FG-M3648 FG-M4848 FILTERED FLOW CUBIC FEET / SECOND 0.50 1.80 0.10 0.30 0.90 1.30 2.30 6.60 1.00 1.70 4.10 4.60 TOTAL BYPASS CAPACITY CUBIC FEET /SECOND SPECIFIER CHART f DETAIL A 12" X 12"0.05FG-M1212 0.05 0.50 30" X 30"0.60FG-M3030 0.60 2.60 FG-LP-0001FG-LP-0001 E THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2010 OLDCASTLE PRECAST, INC. ALL RIGHTS RESERVED. FloGard d Catch Basin Insert Filter Shallow Catch Basin Style 7921 Southpark Plaza, Suite 200 | Littleton, CO | 80120 | Ph: 800.579.8819 | oldcastlestormwater.com Stormwater Solutions d Inlet FiltrationFG-LP-0001FG-LP-0001 E THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2010 OLDCASTLE PRECAST, INC. ALL RIGHTS RESERVED. FloGard d Catch Basin Insert Filter Shallow Catch Basin Style 7921 Southpark Plaza, Suite 200 | Littleton, CO | 80120 | Ph: 800.579.8819 | oldcastlestormwater.com Stormwater Solutions d Inlet Filtration NOTES: 1.Filter insert shall have a high flow bypass feature. 2.Inlet flume & bypass weir frame shall be constructed from stainless steel Type 304. 3.Filter medium shall be Fossil Rock f , installed and maintained in accordance with manufacturer specifications. 4.Storage capacity reflects 80% of maximum solids collection prior to impeding filtering bypass.ALLEYMAIN ST