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Home My WebLink AboutAgenda Item No.11 - ExhibitPROJECT INFORMATION PROJECT LOCATION NWC RIVERSIDE DRIVE (HWY 74) & WALNUT DRIVE LAKE ELSINORE, CA ASSESSOR'S PARCEL NUMBER APN 379- 222 -001 379 - 222 -002 379- 222 -003 379 - 222 -000 "NOTE: APN TO CHANGE WHEN PARCEL MAP IS RECORDED. ZONING JURISDICTION: CITY OF LAKE ELSINORE, CA EXISTING ZONE: C -2 GENERAL COMMERCIAL PROPOSED ZONE: C -2 GENERAL COMMERCIAL GENERAL PLAN DESIGNATION : GENERAL COMMERCIAL PROJECT DATA CONSTRUCTION TYPE: TYPE V -B OCCUPANCY TYPE: NON- SEPARATED MIXED OCCUPANCY GROUP M- MERCANTILE & GROUP S -1 STORAGE I 11 Il III I I.' I I_ I my family my family dollar LAKE ELSINORE, CA CONTACTS OWNER'S AGENT BOOS DEVELOPMENT WEST 711 4TH STREET DAVIS, CA 95616 t: 530 231.5236 CONTACT: DAVID MORSE dmorse @boosdevelopment.com APPLICANT REPRESENTATIVE / DESIGN CONSULTANT GREENBERGFARROW 19000 MACARTHUR BOULEVARD, SUITE 250 IRVINE, CA 92612 t: 949.296.0450 I: 949.296.0437 CONTACT: FRANCIS CHU, PROJECT MANAGER fchu @greenbergfarrow corn CIVIL ENGINEER GREENBERGFARROW 19000 MACARTHUR BOULEVARD, SUITE 250 IRVINE, CA 92612 C 949 296.0450 f: 949.296.0437 CONTACT: BRANDON WILLNECKER bwillnecker @greenberglarrow com LANDSCAPE ARCHITECT GREENBERGFARROW 19000 MACARTHUR BOULEVARD, SUITE 250 IRVINE, CA 92612 t: 949.296.0450 f: 949.296 0437 CONTACT: KURT KOETHER, FLA kkcelher @greenbergfarrow.com GreenbergFarrow DRAWING INDEX 19000 Mac Arthur Blvd , Suite 250 700 BOO) Irvine, CA 92612 ❑ SHEET 02 SITE PLAN t: 949 296 0450 f: 949 296 0437 ❑ SHEET 03 DEVELOPMENT WEST SITE VICINITY MAP DRAWING INDEX ❑ SHEET 01 COVER SHEET ❑ SHEET 02 SITE PLAN 74 ❑ SHEET 03 PRELIMINARY GRADING & DRAINAGE PLAN { 74 ❑ SHEET 04 CONCEPTUAL LANDSCAPE PLAN w ifs ❑ SHEET 05 ALTA SURVEY (1 of 2) ��fsFr° "` ❑ SHEET 06 ALTA SURVEY (2 of 2) SITE (� ❑ SHEET 07 PHOTOMETRIC PLAN ❑ SHEET 08 FLOOR PLAN & ROOF PLAN ❑ SHEET 09 ELEVATIONS FAMILY DOLLAR COVER SHEET NWC RIVERSIDE DRIVE (HWY 74) & WALNUT DRIVE, LAKE ELSINORE, CA BOOS DEVELOPMENT WEST 201202080 11 09.2012 CY J Nil �11 br f et Iz- Al t �r 'off r ti, r r ` r / ' f r / � r � 4$'/ °ark I rQ : /1 ` C ° ' , +� f� C , , Q @ %/ Cj J F / L J LJ REFER UTILITY CONTACTS WATER EVMWD (Elsinore Valley Municipal Water District) 31315 Chaney Street Lake Elsinore, CA 92530 t: 951 -674- 3146x8427 f: 951 -674 -7554 CONTACT: Cher Quinones, Development & Records Coordinator cherq @evmwd net SANITARY SEWER EVMWD (Elsinore Valley Municipal Water District) 31315 Chaney Street Lake Elsinore, CA 92530 It: 951 - 674 - 3146 x0427 f: 951 -674 -7554 CONTACT: Cher Quinones, Development & Records Coordinator cherq @evmwd net ELECTRIC SCE (Southern California Edison) t: 800 -655 -4555 GAS Southern California Gas Company (Sempm) 555 Weal Filth Strtlal Los Angeles, CA 90013 -1011 t: 800427 -2200 TELEPHONE Verizon t: 909 -748 -6655, 800 -483 -4000 CONTACT: Vicki Rodriguez PAVING- LEIGEND STANDARD DUTY PAVING HEAVY DUTY PAVING CONCRETE PAVING GreenbergFarrow 19000 MacArthur Blvd, Suite 250 Irvine, CA 92612 t: 949 296 0450 f: 949 296 0479 VICINITY MAP FAMILY DOLLAR NET SITE AREA t 0.82 ACRES STREET DEDICATION ±014 ACRES FAMILY DOLLAR GROSS SITE AREA ±096 ACRES BUILDING AREA PROPOSED FAMILY DOLLAR 8,320 SF PARKING SUMMARY REQUIRED BY CITY FAMILY DOLLAR @ 1 SP /250 SF 33 SPACES PROVIDED STANDARD SPACES 31 SPACES J. t t 4Sr v~ry SITE PROVIDED 2 SPACES e 33 SPACES FRONT FIELD PARKING 18 SPACES RATIO PROVIDED f N.73,. PROJECT INFORMATION APN 379 - 222 -001 APN 379 - 222 -003 APN 379 - 222 -002 APN 379 - 222 -008 SITE AREA FAMILY DOLLAR NET SITE AREA t 0.82 ACRES STREET DEDICATION ±014 ACRES FAMILY DOLLAR GROSS SITE AREA ±096 ACRES BUILDING AREA PROPOSED FAMILY DOLLAR 8,320 SF PARKING SUMMARY REQUIRED BY CITY FAMILY DOLLAR @ 1 SP /250 SF 33 SPACES PROVIDED STANDARD SPACES 31 SPACES ADA ACCESIBLE REQUIRED 2 SPACES PROVIDED 2 SPACES TOTAL PARKING PROVIDED 33 SPACES FRONT FIELD PARKING 18 SPACES RATIO PROVIDED 40/1000 PROJECTINFO PROPOSED USE RETAIL LOT COVERAGE ±23 31% TYPE OF CONSTRUCTION V -B ZONING C -2 (GENERAL COMMERCIAL) LAND USE GENERAL COMMERCIAL MIN.. LANDSCAPE COVERAGE REQUIRED 10.00% PROPOSED LANDSCAPE COVERAGE 123,75% PROPOSED PAVEMENT COVERAGE ±52.94% FAMILYO 0ML Ii, NWC RIVERSIDE DR (HWY 74) & WALNUT DR LAKE ELSINORE, CA DATE: 10.23.2012 GFA PROJECT NUMBER 20120208.0 BC)OS N DEVELOPMENT WEST SCALE: 1 "= 20' -0" [1 0 10 20 40 60 60 SITE PLAN VICINITY MAP 9 E1jI=01 GENERAL GRADING DRAINAGE NOTES: 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM WITH 2010 CBC AND SPECIFICATIONS CONTAINED IN THE GEOTECHNICAL REPORT. 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE CITY LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. 3. PRIOR TO ANY EXCAVATION OF THE PROJECT SITE, THE CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO THE START OF CONSTRUCTION, 4. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS AND STAKES. 5. ALL INDICATED ELEVATIONS ARE FINISHED ELEVATIONS, 6. FIELD VERIFY LOCATIONS, SIZES AND IF APPLICABLE INVERTS OF EXISTING UTILITIES FOR PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION. 7. LOCATE AND PROTECT ALL UTILITIES ASSOCIATED WITH THE PROJECT PRIOR TO CONSTRUCTION. 8. INSTALL SILT CONTROL MEASURES BEFORE BEGINNING SITE WORK. THESE MEASURES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 9. MAINTAIN PROPER SITE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PREVENT STORM WATER FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS. 10. INSTALL ALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO GRADING, 11, CUT AND FILL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 2:1. 12. ALL EXCAVATION SHALL INCLUDE CLEARING, STRIPPING AND STOCKPILING TOPSOIL, REMOVING UNSUITABLE MATERIALS, THE CONSTRUCTION OF EMBANKMENTS, CONSTRUCTION FILLS, AND THE FINAL SHAPING AND TRIMMING TO THE THE LINES AND GRADES SHOWN ON THE PLANS. 13. ALL TREES, BRUSH, AND ORGANIC TOPSOIL AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED, UNLESS OTHERWISE SPECIFIED, AND DISPOSED OF AT AN OFF —SITE LOCATION, . WITH THE EXCEPTION THAT ENOUGH TOPSOIL SHALL BE RETAINED FOR RESPREAD AND GENERAL LANDSCAPING, AREAS WHICH ARE TO BE FILLED SHALL BE COMPACTED TO A MAXIMUM DENSITY OF 957 AS DETERMINED BY THE MODIFIED AASHTO COMPACTION TEST IN THE PAVED AREAS AND 857 IN THE OTHER AREAS. 14. STRIP AND STOCKPILE TOPSOIL. SPREAD FOUR (4) INCHES MINIMUM OF TOPSOIL ON LANDSCAPE AREAS AND REMOVE EXCESS TOPSOIL FROM SITE. PREPARE. SUB —GRADE FOR PAVEMENT AND CURBS AND BACKFlLL CURBS AFTER CURB CONSTRUCTION. 15. PROVIDE SUPPLY OF TOPSOIL FOR LANDSCAPE CONTRACTOR FOR INSTALLATION IN ALL LANDSCAPE ISLANDS, 16. PROVIDE AND INSTALL TOPSOIL IN DISTURBED AREAS TO BE GRASSED, TO INCLUDE PAVEMENT SHOULDERS AND DETENTION AREAS, 17, ALL EARTHWORK AND BASE COURSE FOR THE PARKING AREA SHALL BE COMPACTED TO A MINIMUM OF 957 MODIFIED LABORATORY DENSITY. CERTIFICATION SAID COMPACTION SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, OR HIS /HER REPRESENTATIVE, PRIOR TO THE PLACEMENT OF THE BASE COURSE MATERIAL. BOTH PROOF ROLLING AND COMPACTION TESTING MUST BE APPROVED AND WITNESSED BY THE ENGINEER OR OWNER REPRESENTATIVE. 18. THE PAVEMENT SUBGRADE AND BASE COURSE MATERIAL SHALL BE INSPECTED AND APPROVED BY THE ENGINEER OR OWNER REPRESENTATIVE PRIOR TO CONSTRUCTING THE BASE AND SURFACE COURSES THEREON. 19. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO ALL INLETS AND CATCH BASINS. AREAS OF SURFACE PONDING SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. 20, IF AREAS ARE DISTURBED BEYOND PROPOSED GRADES BY NEGLIGENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REGRADING OR REPAIR TO MATCH ORIGINAL EXISTING CONDITIONS. 21. SHORING SHALL BE DONE AS NECESSARY FOR THE PROTECTION OF THE WORK AND FOR THE SAFETY OF PERSONNEL SHORING SHALL BE IN ACCORDANCE WITH ALL O.S. H.A AND LOCAL REGULATIONS. 22, STRUCTURES FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH THESE IMPROVEMENT PLANS AND THE APPLICABLE STANDARD SPECIFICATIONS. WHERE GRANULAR TRENCH BACKFlLL IS REQUIRED AROUND THESE STRUCTURES, THE COST SHALL BE CONSIDERED AS INCIDENTAL AND SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE STRUCTURE, 23, CONFIRM INVERTS OF ALL EXISTING STORM INLETS AND SANITARY SEWER MANHOLES BEFORE COMMENCING CONSTRUCTION. 24, ALL STORM SEWER LINES 18 " -54" DIAMETER ARE TO BE REINFORCED CONCRETE PIPE ACCORDING TO ASTM C -76 TYPE 111, UNLESS OTHERWISE SPECIFIED ON PLANS. 25. A GEOTEXTILE MATTING (LANDLOCK TRM 450 OR EQUIVALENT) SHALL BE USED FOR EROSION CONTROL AN ALL SLOPES GREATER THAN 3H:1V. 26. DRAINAGE STRUCTURES AND DETENTION POND SHALL BE MAINTAINED BY PROPERTY OWNERS, 27. CONTRACTOR SHALL ADHERE TO PROPOSED GRADES ALONG CREEKS, ESPECIALLY IN THE AREA OF THE PROPOSED DETENTION POND. IF AREAS ARE DISTURBED BEYOND PROPOSED GRADES BY NEGLIGENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY PENALTIES INCURRED, 28. ALL PROPOSED SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADED ELEVATIONS AT EDGE OF PAVEMENT AND /OR GRADE BREAKS, UNLESS OTHERWISE NOTED. 29. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. I A i I I I dO1S I '1 ' G 1 I ti KEY GRADING NOTES: 01 PROPOSED GRATED INLET G2 PROPOSED CURB OPENING CATCH BASIN PER APWA STD. DWG NO G3 PROPOSED UNDER SIDEWALK STORM DRAIN /CONDUIT G4 PROPOSED HEADWALL G5 PROPOSED 6' CONCRETE CURB G6 PROPOSED 6" CONCRETE CURB AND GUTTER G7 PROPOSED TRASH ENCLOSURE GB PROPOSED TRANSFORMER PAD G9 PROPOSED UTILITY ENCLOSURE GIO PROPOSED VEGETATED SWALE G11 PROPOSED SIDEWALK G12 PROPOSED CART CORRAL G13 PROPOSED BIKE RACK G14 PROPOSED BIGREFENTKIN FACILITY G15 PROPOSED ASPHALT PAVEMENT G16 PROPOSED COMMERCIAL DRIVE APRON G17 PROPOSED ASPHALT DRIVE APPROACH GIB PROPOSED STREET WIDENING /STRIPING G19 JOIN EXISTING SIDEWALK G20 PROPOSED STORM DRAIN G21 PROPOSED ACCESS RAMP G22 PROPOSED INFILTRATION TRENCH 'IT t 1 , i I EARTHWORK SUMMARY: RAW CUTi 650 YD. RAW FILL• 833 YD. NET (F): 183 YD. � 1 e .7b.71 G2 PROPOSED LEGEND: PROPERTY LINE _ 1 �— FLOW LINE I •. I PROPOSED DEEPENED FOOTING /STEM WALL J1 PROPOSED CURB AND GUTTER r 9 PROPOSED STORM DRAIN LINE r PROPOSED GRATED INLET ' 7 I PROPOSED CATCH BASIN y 019 XX.XX PROPOSED CONTOUR _ DRAINAGE SLOPE AND DIRECTION 1..�� _, _• -1 TC TOP OF CURB I FL FLOW LINE GIG 011 FG FINISHED GRADE ., _. j__1 FS FINISHED SURFACE Gld, TG TOP OF GRATE -- -- — — — — INV INVERT ELEVATION - NOTE: ALL PROPOSED SPOT ELEVATIONS HAVE A BASE ELEVATION OF IM FEET CP.APHIC SCALE ■ a GreenbergFarrow ems: 19000 MacArthur BIvD, Suite 250 Irvine, CA 92612 t: 949 296 0450 f. 949 296 0479 PROJECT TEAM ISSUEMYFSTON RECORD DATE OESMPTKIN D9 -17 -12 PLANNING SUBUTTAL PROFESS1OM SEAL 16e &p. 06/30/2017 5N► �iPtor rN,.Agtl°¢ PROFESSIONAL IN CHARGE UCENSE NO, 64681 PROJECT MANAGER BRANDON WILLNECKER QUALITY CONTROL DRAWN ST BAHAREH SEHATZADEH PROJECT NAME FAMILY DOLLAR LAKE ELSINORE CALIFORNIA NWC RIVERSIDE DR (HWY 74) & WALNUT OR I FAMILY 10 I PGGJEFT NOM9EN SHEET TITLE PRELIMINARY GRADING AND DRAINAGE PLAN SHEET NUMBER C3.0 Y IY I 0 I I f / .s. I _.i; -r' _J ,Ct es x rs� TRIANG I /f /dOiS" IIIIIIIIIIIIIIIYIIIII� - _ PLANT-SCHEDULE REQUIREMENTS — All projects shall provide landscape and irrigation for all areas not devoted to structures, paving, o approved storage areas. — All building sites shall have a minimum landscaped coverage equivalent to 107 of the total lot area. — Total lot area: 35,692 sf — Total landscape area: 8,067 or 22.67 of total lot area — Parkin g lots shall include a minimum of one tree per 30' of interior property line — At least one tree shall be provided within the parking areas for every ten parking spaces. Street trees shall be provided at a ratio of one tree per each 30 lineal feet of street frontage. NOTES ALL LANDSCAPE AREAS SHALL RECEIVE AN AUTOMATIC IRRIGATION SYSTEM, ALL LANDSCAPE INSTALLATION SHALL BE PERMANENTLY MAINTAINED, PLANT MATERIAL NOT LISTED MAY BE USED, SUBJECT TO APPROVAL OF THE CITY. ALL LANDSCAPE PLANS AND INSTALLATIONS SHALL ADHERE TO CITY DESIGN GUIDELINES, CODES AND REGULATIONS, WHERE TREES ARE WITHIN 6' OF WALKWAYS AND / OR PAVING SURFACES, ROOT BARRIERS SHALL BE INSTALLED. LANDSCAPE ARCHITECT GREENBERGFARROW 19000 MACARTHUR BOULEVARD, SUITE 250 IRVINE, CA 92612 [: 949.296, 0450 1: 949.296.0437 CONTACT, KURT KOETHER, R11-4 kkce;hef�gr eR6ergfzr n;..cc GreenberUFarrow 19000 MacArthur Blvd, Suite 250 Irvine, CA 92612 t: 949 296 0450 f: 949 296 0479 NI I Y FAAV ' tAJi Fi §FtlFS .. N.T.S. PROJECT INFORMATION CODE � BOTANICAL NAME ,QQUMOI�NAME CONT. W 0 S -S��jJ FAMILY DOLLAR NET SITE AREA t 0.82 ACRES STREET DEDICATION ±0.13 ACRES FAMILY DOLLAR GROSS SITE AREA t 0,95 ACRES �TTREEE _../ GI GI 6 Gleditsia triocanthos inermis 'Moraine' Moraine Honeylocust 24 "box L .0 KB 4 Koelreuterio bipinnoto Chinese Flame Tree 24 "box M STANDARD SPACES 31 SPACES ADA ACCESIBLE REQUIRED 2 SPACES PROVIDED 2 SPACES LN 2 Logerstroemia x 'Natchez' Crape Myrtle 24 "box M { /r��y._+' PC 3 Pistacia chinensis Chinese Pistache 24 "b.. M `J PV 7 Prunus cerasifera 'Krauter Vesuvius' Purple Leaf Plum 24 "box M CODE QTY BOTANICAL NAME COMMON NAME gOQ—T WUCOLS DB 4 DisticUs buccinatoria Blood Red Trumpet Vine 5 gal M 10 HP 21 Hesperalos porvifloro Red Yucca 5 gal L OLH 64 Lovandula angustifolia 'Hidcote' Hidcote Lavender 1 gal L OLT 91 Ligustrum japonicum 'Texanum' Wax Leaf Privet 5 gal M O PF 18 Photinia x froseri Photinio 5 gal M ® RS 36 Rhaphiolepis indica 'Ballerina' Ballerina Indian Hawthorn 5 gal M QRP 40 Rhaphiolepis indica 'Indian Princess' TM Indian Princess Indian Hawthorne 5 gal M O+ SS 42 Salvia greggii 'Furmans Red' Furman's Red Solvio 5 gal L GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME ROOT WJJCOLS MMP 56 Myoporum Parvifolium Trailing Myoporum 1 gal® 72" oc L INSB 64 Salvia x 'Bee's Bliss' Sage 1 gal® 72" oc L REQUIREMENTS — All projects shall provide landscape and irrigation for all areas not devoted to structures, paving, o approved storage areas. — All building sites shall have a minimum landscaped coverage equivalent to 107 of the total lot area. — Total lot area: 35,692 sf — Total landscape area: 8,067 or 22.67 of total lot area — Parkin g lots shall include a minimum of one tree per 30' of interior property line — At least one tree shall be provided within the parking areas for every ten parking spaces. Street trees shall be provided at a ratio of one tree per each 30 lineal feet of street frontage. NOTES ALL LANDSCAPE AREAS SHALL RECEIVE AN AUTOMATIC IRRIGATION SYSTEM, ALL LANDSCAPE INSTALLATION SHALL BE PERMANENTLY MAINTAINED, PLANT MATERIAL NOT LISTED MAY BE USED, SUBJECT TO APPROVAL OF THE CITY. ALL LANDSCAPE PLANS AND INSTALLATIONS SHALL ADHERE TO CITY DESIGN GUIDELINES, CODES AND REGULATIONS, WHERE TREES ARE WITHIN 6' OF WALKWAYS AND / OR PAVING SURFACES, ROOT BARRIERS SHALL BE INSTALLED. LANDSCAPE ARCHITECT GREENBERGFARROW 19000 MACARTHUR BOULEVARD, SUITE 250 IRVINE, CA 92612 [: 949.296, 0450 1: 949.296.0437 CONTACT, KURT KOETHER, R11-4 kkce;hef�gr eR6ergfzr n;..cc GreenberUFarrow 19000 MacArthur Blvd, Suite 250 Irvine, CA 92612 t: 949 296 0450 f: 949 296 0479 NI I Y FAAV ' tAJi Fi §FtlFS .. N.T.S. PROJECT INFORMATION APN 379 - 222 -001 APN 379 - 222 -003 APN 379 - 222 -002 APN 379 - 222 -008 SITE AREA FAMILY DOLLAR NET SITE AREA t 0.82 ACRES STREET DEDICATION ±0.13 ACRES FAMILY DOLLAR GROSS SITE AREA t 0,95 ACRES BUILDING AREA PROPOSED FAMILY DOLLAR 8,320 SF PARKING SUMMARY REQUIRED BY CITY FAMILY DOLLAR @ 1 SP /250 SF 33 SPACES PROVIDED STANDARD SPACES 31 SPACES ADA ACCESIBLE REQUIRED 2 SPACES PROVIDED 2 SPACES TOTAL PARKING PROVIDED 33 SPACES FRONT FIELD PARKING 18 SPACES RATIO PROVIDED 4.0/1000 PROJECTINFO PROPOSED USE RETAIL LOT COVERAGE 123.31% TYPE OF CONSTRUCTION V -B ZONING C -2 (GENERAL COMMERCIAL) LAND USE GENERAL COMMERCIAL MIN. LANDSCAPE COVERAGE REQUIRED 10.00% PROPOSED LANDSCAPE COVERAGE ±22,6% PROPOSED PAVEMENT COVERAGE ±54.79% FAMILY0 D41LLAR NWC RIVERSIDE DR (HWY 74) & WALNUT DR LAKE ELSINORE, CA DATE: 10.23.2012 GFA PROJECT NUMBER 20120208.0 Boos DEVELOPMENT WEST SCALE: V' =21V-13• HIM 0 10 20 40 60 80 LANDSCAPE CONCEPT PLAN r•- 7 !I�I 15'x IVStl TRAPRU r dOIS 0 15'x 15' SITE TRIANGLE PLANT SCHEDULE TREES CODE CITY BOTANICAL N047 COMMON NAB COMT, WUCOLS GI 5 Gleditsia triacanthas inermis Moraine' 1Aoma re Honeylocust 24 "box L KB 4 Koelreut -ia bipinaata Chinese Flame Tree 24 "bas M LN 2 Lagerstr —ria x 'Natchez' Crape Myrtle 24 °box I/. PC 3 Pistaola chinensis Chinese Plsfache 24 %.x V PV 7 Prunus cerasiFera 'Krauter Vesuvius' Purple Leaf Plum 24 "box t,1 SHRU CDQF _Qa BOTANICAL NAME COMMON NAME ROOT WUCOLS DB 4 Dis6ctis bucc -tara Blood Red Trumpet Vine 5 gal M. HP 21 Hesperalae parviflora Red Yucca 5 gal L 0 LH 64 Lava ndula angustif.h. 'Hidcote' Hidcote Lavender 1 gal L OLT 91 Ligustrum japoncum 'Texanum' Wax Leaf Privet 5 gal M 0 PF 18 Photinia x frasen Photinia 5 9.1 M RS 36 Rbaphiolepis Indica 'Bal unno' Bollorme Indian Hom"m 5 9.1 M QRP 48 Rhaphiolepis Indlco 'Indian Princess' TM Indian Princess Indian Hawthorne 5 gal M O+ SS 42 Sclvia greggii 'Furman. Red' Furman's Red Salvia 5 gal L GROUND COVERS CODE gTY BOTANICAL NAME COMMON NAME ROOT VIJCOLS MP 56 Myoporum parvif.li.- Trailing Myoporum 1 gals^ 72" oc L ■ SB 64 Salvio x 'Be.,. Bliss' Sage 1 gala 72" oc L REQUIREMENTS, - All projects shalt provide landscape -c! irrigation for all areas not devoted to structures, paving, or approved storage areas. - All building s =_ shall have o min' m .mu landscaped coverage equivalent to 109 of the total lot area- - Total lot area: 35,692 of - Total land =_cape area: 8,067 or 22.67 of total lot area, - Parking Icts shall include a minimum of one tree per 30' of interior property line - At least one tree shat be provided within the Parking areas for every ten parking spaces. - Street trees. shall be provided at a ratio of one tree per each 30 Ilneal feet of street frontage_ NOTES: ALL LANDSCAPE AREAS SHALL RECEIVE AN AUTOMATIC IRRIGATION SYSTEM, ALL LANDSCAPE INSTALLATION SHALL BE PERMANENTLY MAINTAMED, PLANT MATERIAL NOT LISTED MAY BE USED, SUBJECT TO APPROVAL OF THE CITY. ALL LANDSCAPE PLANS AND INSTALLATIONS SHALL ADHERE TO CITY DESIGN GUIDELINES, CODES AND REGULATIONS, WHERE TREES ARE WITHIN 5' OF WALKWAYS AND / OR PAVING SURFACES, ROOT BARRIERS SHALL BE INSTALLED, LANDSCAPE ARCHITECT GREENBERGFARROW 19000 MACARTHUR BOULEVARD, SUITE 250 IRVINE. CA 92612 I: 949.296.0450 F. 949.296.0437 D011TACT: viioT 09-uoo, RLr; n „o(;1u L-yfCcp�Cfg "tell�ir.DDFii y Greenberghrrow 19000 MacArthur Blvd, Suite 250 Irvine, CA 92612 t: 949 296 0450 f: 949 296 0479 VICINITY MAP w; C'I'ap- NTS PROJECT INFORMATION APN 379 - 222 -001 APN 379 - 222 -003 APN 379 - 222 -002 APN 379 - 222 -008 SITE AREA _ FAMILY DOLLAR NET SITE AREA ± 0.82 ACRES STREET DEDICATION ±0.13 ACRES FAMILY DOLLAR GROSS SITE AREA ± 0.95 ACRES BUILDING AREA PROPOSED FAMILY DOLLAR 8,320 SF PARKING SUMMARY REQUIRED BY CITY FAMILY DOLLAR @ 1 SP /250 SF 33 SPACES PROVIDED STANDARD SPACES 31SPACES ADA ACCESIBLE REQUIRED 2 SPACES PROVIDED 2 SPACES TOTAL PARKING PROVIDED 33 SPACES FRONT FIELD PARKING 18 SPACES RATIO PROVIDED 4,0/1000 PROJECTINFO PROPOSED USE RETAIL LOT COVERAGE ±23,31% TYPE OF CONSTRUCTION V -B ZONING C -2 (GENERAL COMMERCIAL) LAND USE GENERAL COMMERCIAL MIN. LANDSCAPE COVERAGE REQUIRED 10.00% PROPOSED LANDSCAPE COVERAGE f22.6% PROPOSED PAVEMENT COVERAGE t54,799A FAMILY NWC RIVERSIDE DR (HWY 74) & WALNUT DR LAKE ELSINORE, CA DATE: 10.23.2012 GFA PROJECT NUMBER 20120208.0 P DrVFL( -)Pj FK-T VVFST SCALE: 1'= 20`40" 0 113 20 D 6 LANDSCAPE CONCEPT PLAN LEGAL DESCRIPTION: NOTES. CORRESPONDING TO SCHEDULE 'B"': • 10. -,Affl -i rt,ptt, 'wow., -i 9.1pWW'. -0 tuj.v WmAr Jt ZONING INFORMATION u I "of "Altir, - I 7411 -47 --t— Y, of fFGv al FX'E BASIS OF BEARINGS: STATEMENT OF ENCROACHMENTS: SURVEYOR'S NOTES: -iM IoAT I- :Irk PRO, -4p 1,1r,la —till 1 "4L -y Y' L-1,"'! tx"W'lf - lot or 2EL'" -F-A. FLOOD NOTE: r, , - : '� '10 : � -�' T ! 0 , 1, ' txrt . 10 ! -) � r'1 I i4 fIlrll —A C-1 If ww "':-r' or. BENCH MARK: Y-E 71 - -- — — — — — — — — — — — — — — — — — — --- — — RA FRASER DRIVE METES & BOUNDS DESCRIPTION: —n .. .... r PARKING STALLS: LAND AREA: MONUMENT & ESTABLISHMENT NOTES: UTILITY NOTE: VICINITY MAP LEGEND 0 20 "' w 120 GRAPHIC SCALE: 1"=40' --- - - - - -- — LLJ 0 1 1 11 1 , 'P Ld < 1 01 1 — — — — — — — — — — — — — — — — — - DRIVE SEE SHEET 2 OF 2 FOR SURVEY SURVEYOR'S CERTIFICATION: I LLI Of 0 Ld ... LDPRAFT J' zw Ilil 2 LJJ W 2 Lr) e z Lu a) LO '0 6 < Qi cn uj Of Ld 0 w Ld 0 > U) Of Ja z Ld < > Z V) LJJ < z < fy_ Lu 1-1 0 < y < SHEET N0. F —T - - -T W -4171 $ �j 'v RIVERSIDE - - - - - - - - - - 7 Ld --- - - - - -- — LLJ 0 1 1 11 1 , 'P Ld < 1 01 1 — — — — — — — — — — — — — — — — — - DRIVE SEE SHEET 2 OF 2 FOR SURVEY SURVEYOR'S CERTIFICATION: I LLI Of 0 Ld ... LDPRAFT J' zw Ilil 2 LJJ W 2 Lr) e z Lu a) LO '0 6 < Qi cn uj Of Ld 0 w Ld 0 > U) Of Ja z Ld < > Z V) LJJ < z < fy_ Lu 1-1 0 < y < SHEET N0. LEGEND y -- I rl r' X' 1�k --^P ? 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Q oo 'a.o 'DD •z.a '2 1 '01 'i, a1 o.a p .3 I J BQ 'D.a %.ate z.o a.y' a. at +DO /r�0.0 0.0 •a f / 40 02 +04 +61111, a.7 'Q. 1 pb� '7 �/ .".1 ( 10,1 13, *M0 +00 /a 'M0 bA 'a.y yy r /y ;o,z `aa +o,a ' ps S "'FDA `Q5 •b;i, A X 7.0 `o o %,6 'D o %.o a.a [�tI J 'Q l (lQ O� •0.2 0,2 `?wT ±� 2 'Do •-le, 'D.0 4yo/ 'a0 %.o •0.1 +a1 %.i- .1 -DID *013 aQ 'a.Q/ / ♦ -`0.0 'ao Sy '0-0 , \'\ `o.o 'o o �o.o `Q.a O.Q �e b.p o "o,t\ +o o 'o o �a.D- % o `00 `o o 0..0 'Do +D D +o o •0.(1 ` .p °q.a % J ! +0.0 ✓ ✓ fi / / l r r N PHOTOMETRIC PLAN 1 "= zo' -o" LIGHT FIXTURE, SEE LUMINAIRE SCHEDULE 18' -0" I 1 1/2" CLR. ^ 3 13 DES UL€ WITHIN TOP Al, 5" OF BASE *r 3- CLR. :r YJ1 --�2 I DIAL -� 10' -0" X 5/e" DIAMETER COPPER WELD GROUND ROD, POLE BASE COVER 1 MIN. UNDER LIGHTPOLE PLATE, FINISH EXPOSED PORTION SMOOTH, SLOPING DOWN TO CONCRETE 3/4" CHAMFER OR PER ARCHITECTURAL DWGS, ANCHOR BOLTS & LEVELING NUTS PER LIGHT POLE MANUFACTURER TIE ANCHOR BOLTS TO REBARS -MEDIUM SANDBLAST FINISH mcg architecture m 4f6,i UIZ ® MEMO �mltlle � mfr 6m maFlte, G1115 { Seal: ACIES ` ENGINEERING 25' - 30' ... W. EYdy n nA ,SwsM1 ND,E18661 n SF yYide CA940M [9 Ill3l /12 pie (48) 522-5255 Ec 14001522 -5260 1�44`CTR4CA• 4' -D" f!C CALt1 I C�mp22012 4'-0' CONCRETE, PLANTING OR A, C, PAVING, TACK COAT TO CONCRETE POLE BASE, SEE CIVIL DRAWINGS OR ARCHITECTURAL DRAWINGS -8 -16 BARS VERTICALLY I WITH NS TIES 0 12' O.C. I HORIAYAL -ELECTRICAL CONDUIT -SM TO POLE GROUNDING LUG. 96 BARE STRANDED COPPER WIRE. 1 HEIGHT OF POLE ABOVE BASE 'H" WHERE CONCRETE PAVING OCCURS AT BASE "H" WHERE AC, . PAVING OR PLANTING OCCURS AT BASE 25' - 30' i-a- 6' -0' 20' - 24' 4'-5" 5,-F), 16' - 19' 4' -D" 5' S" 14' 15' 4'-0' 5'-D" 14' - 13' A' -Q. 4' -6. POLE BASE DETAL NTS LUMINAIRE SCHEDULE I Q F z Symbd Label Ory OalabO Number Descriplim Lamp File Lu- LLF Waae � U AREA LIGHT WITH R3 ONE200- WATTCLEAR = z z A. 0 KA0200M R3 HS OPTICS, CLEAR FLAT E0.2BMETALHALIDE, 11194BBiea 10900 072 240 J - GILA s MOLINTON20' HORIZONTAL POSITION W No, Description 0 Project NO AFF ON IF POLE E O F*V"MOf U LITHOWA AHEANOHTWT14-11 DIK 10m, CAEAII z ❑ I KAD200MSR4SC PERFORMANCE SR45C E 0.20 METALHALIDE, a5489.iea 10900 D72 240 • OPTICS, CLEAR FLAT HOAIIGriKPCPt I GLASS M- W AFF ON 10 POLE LIT- DAMPN LOCATION FWR 32 -WA1 IB a TCM -232 ENCLOSED INDLS-AL LINEAR FLUORESCENT L5GG Es 2900 075 118 TUBI 4 4LA1V -Ia MC LSGME.- Yv CW Gl W F 9 LL"E 1900 MOUNTING HEIGHTAS LED WaRPaukCMN Abvble OTS SB2 -ES SHDMM OrsHW-d L4 CSXWLEDI CSXW LED MATH I LIGHT 0 ENGINE7- DRIVER LED CS -ED _1 Al-- 0 -76 75 Y Ism 4000K LEN,TYPEO 3007004. OPTICS, TESTIASE0 MVOLT.SR4i -L TI20958a MWNTING HEIGHTAS AProje f- I Q F z Q f � U W Q = z z � J � W W W `L J - cc: X W No, Description 0 Project NO 1L E O F*V"MOf U Sl.- w 1'= 20' -0' Dw: z OBCUS DEVELOPMENT WEST Boos Development West, LLC 1 G6 E Street, Suite 2C Davis, California 95616 Phone 714,316,8678 Revisbm: I f No, Description Date Project NO 121 89.10 D- By: CL F*V"MOf WL Sl.- w 1'= 20' -0' Dw: 06.28,12 SILII -- at" ft, PHOTOMETRIC PLAN at" EP1.0 0 MCG ARCHITECTS 2012 ALL RIGHTS RESERVED DATE: SEPTEMBER 27,201 2 MCG JOB #: 12.425.10 DATE REVISIONS 10.24.12 PLANNING COMMENTS _ 9.27.12 PLANNING COMMENTS 9.18.12 PLANNING COMMENTS 7.18.12 MATERIAL UPDATE 41 MOB ARCMTECTS 2010 ALL RIGHTS RESE WM NOTE: This inbrmadon Is concepWal in nature and is tied to edlusWmts pendhlg WMer vedacabon and CleM Tenant, and Govemmenlal Agency approvals. No wa Ues or guerertas of any Idnd are gNan or Implied by the Architect. ROOF PLAN FLU-0—HAND ROOF PLANS Scale: 1/81 =11-W N 0 4' 9 15' REFERENCE 4*9 PRE- AANUPAMR® METALCANOPY METAL BUTTER LIGHTWEIGHT CONCRETE TILE ROOFING (91 e:1? PTTCHJ FILASTERWITH INTERNAL DOWNSPOUT BELOW SKYUeM METALAWNING W1TTI MF.TAL FRWf rLV V n rLM IV ....._.._ — PAW Y n0 LAR .qT0PF= NWC OF RIVERSIDE DR. (HWY 74) & WALNUT DR. 250 Sutter Street, Suite 500 San Francisco, Califomia 94106 LAKE E LS I N O RE, CA T415.974.6002 Tj 415.974.1556 mcgarchitecture.com PAWING META. CAP -_ - -- .. .. ... - - .- MATCH BFSRNSH COLOR 2 _ - - -• - CEMEX BLOCK OR EQ. eSS ElWAsCL4ORi -- - . '... ' - . . CEMEX BLOCK OR EQ. • - CMU 3 -.: CEMEX BLOCK OR EQ. -- 3 x tOWDTRDIIS., T - "� - �'- ..T.°• -- .._:._ ... _....__ _.. _ . -c_ _ —� . _. , ON METAL POST � i] - l - •CWTW..H QNM.OSIIPE, - Gp&wm0UNn ww TYP. 1SBBw9Ng1L. PANfm MUNCYDt . _— 6HIGH MUFTNCE WITH EYBAfIBED METAL PANEL It"TEl UGHTHOOUIIE 'pNI NORTH ELEVATION CW3 EFS FILM COLOR I SOUTH ELEVATION 5A BOOS DEVELOPMENT WEST Bowe Development West, LLC 711 4th Sbast Davis, CA 95818 K11e5 Kendal - Development Pro)M Manager (714)918.8575 DATE: SEPTEMBER 27, 2012 MCG JOB TIE; 12.425.10 DATE REVISIONS 11.07.12 PLANNING COMMENTS 9.27.12 PLANNING COMMENTS 9.18.12 PLANNING COMMENTS 7.18.12 MATERIAL UPDATE MCA ARCHITECTS 2010 ALL RIGHTS RESERIVm NOTE; This Irdo"n w is wreeplud In rlaWre and is wbodto edfuebnenie pending furdw veTlkOm and CYer11, Tanana, and Gwemmenlel Agency spi ravels, N" nmrentias ar g —ties f any kind ere gh'en or Nnpil d by U. AmhNslx, BUILDING CMU WALL BUILDING PILASTER BEYOND 2-PRECAST CONCRETE CAP CMU WALL fir-?? -,'�. SECTION AT CART CORRAL SCAIE: 114• - 1W 3x10 3112% MASO WOOD TRELLIS ATTM+ SCALE: t• = V-W EXTERIOR ELEVATIONS & SECTION eOLI(yt6 BUUNIG SIGN LILT NE ITCONCIETE711E1100RIG —.__.. BFSRASi COL0111 F ERCORdCEWIIETALCAP EFSNILSHCOLOR2 EIFS COLOR 2: MONASTERY BROWN 11 SPLIT FACED CMU CEMEX BLOCK OR EQ. COLOR:SANDPEBBLE CMU 2 UCINTTEO UGHTFOfRARE WEST ELEVATION 1 aiT>lPUSTEIw,T1T R1Tep0.O0A11'SPOV: Cw l FammWAI. Dmi EASTELEVATION "°WUHGTTF)MM BUILDING SECTION METAL CAPTO MATCH EIFS RNSH DOLOR I ER— COIDR2 y CMU 3 CMJ SMNCfITS I1tl TNEIG R WNORMTIIEROORIG 7- Elf ] T+ 3C �d r •H ''w tr Krr. _ .... ..1 � -rY4 �rry ^: K,T :. • L . A' �L " 0 :L TiB1TM5Hl BICLOSUIIE u VEIQIYSTAIAMRS -GCIOWOWTBSLS - I)DORSPAYTT �smposT TO MATCH OIU2 d F4 4awV'�y,1Y . ®I FAMILY DOLLAR STORE Scale: 1/8• =,'-W NWC OF RIVERSIDE DR. (HWY 74) & WALNUT DR. 0 4V & 11V LAKE ELSINORE, CA EXTERIOR MATERIALS & FINISHES WALLS EIFS COLOR 1: BUCKSKIN EIFS COLOR 2: MONASTERY BROWN CMU 1 SPLIT FACED CMU CEMEX BLOCK OR EQ. COLOR:SANDPEBBLE CMU 2 SPLIT FACED CMU CEMEX BLOCK OR EQ. COLOR: CINNAMON CMU 3 SMOOTH FACED CMU CEMEX BLOCK OR EQ. PAINT RED TILE ROOF EAGLELITE - CAPISTRANO SERIES 12 3/8" WIDE x 17" LONG COLOR: SAN GABRIEL BLEND #SMC8816 SIGNAGE ALL SIGNAGE SHOWN ARE FOR REFERENCE ONLY AND REQUIRE A SEPARATE APPLICATION AND APPROVAL BY PLANNING DIVISION 250 Sutter Street, Suite 500 San Francisco, California 94106 415.974.6002 ® 415.974.1556 mcgarchitecture.com 1EVLO,P _r w1I71EF8FFOIC01O1 :____� 7.10 YO 11e16 +- Is CRUMP= o U eF m La k -_ CW11aa1 BFanallE I_euie>+ouemNr+c TR, L_B(19pINNL PM,tro WiW a11P - e17GHF r£ipE.+xn+E +ak+oEO e&-rur�vEL mw mUwFww acv, NORTH ELEVATION =3 } W-1 � _ aEUe�m®s aua,nFOF � -- aEFne+aoovs SOUTH ELEVATION FA BOOS - BU .m cmu DEVELOPMF. \'7 WEST Boos DevetopmeFS Wert, LLC 11fUWEKHiC@1LPE REROOFM 711 Ch Street - - - -EM FWC(XMI Davis, CA 86816 KFISB Kendal - DrvebpT -ft Pmject Menag- (714) 318-0678 DATE: SEPTEMBER 27, 2012 MCG JOB #: 12.x25.10 DATE REVISIONS 11 Z7.12 PLANNING COMMENTS $27.12 PLANNING COMMENTS 8.18.12 PLANNING COMMENTS 718.12 MATERUIL UPDATE Gm ARCAt18718mm ALLFlMMINER D 1146 Yfanrti. 1a .,r n,wa. e w r.w�oe b +dz�.+,e vow Irerr.w.+md cYs; Tern1, end [1�S.�rY6Apr+cY.pp[pNIF, r1e.+,r�+drrw Quru,WaW wFYi61W �.«,ai,y�Fn�r�EA,dsoca m wlf?n fV a.n.xcuv, FA3'C AMiN9 W11 wflx" BLADM &Gh e1SFIMCMDR1 - BU .m cmu 11fUWEKHiC@1LPE REROOFM 1 sscarl�wkmGs - - - -EM FWC(XMI WALL Bu LDM R PRASMR BEYOM] 3s16W000T UM 9 r PREGl4f OONCrEM GIP 31R.9112MUALPOST EXTERIOR MATERIALS & FINISHES le 1.' I T- R cmu WALL _CV AAF. EIFS COLOR 1: BUCKSKIN 'GNIJ TRABfFBilG. - ewe uASOMFY WALL -- - I SECTION AT CART CORRAL WOOD TREWS ATTFIA9HENCLOSUE SCAM 1µ• - 1'O SGLE:1— 1,0' EXTERIOR ELEVA T IONS & SECTION wflx" BLADM &Gh e1SFIMCMDR1 LELY.GW M MATCH O sF#FaFCCIMe —.•. 11fUWEKHiC@1LPE REROOFM 1 sscarl�wkmGs - - - -EM FWC(XMI R t Y — r EXTERIOR MATERIALS & FINISHES le 1.' I R LA WALLS EIFS COLOR 1: BUCKSKIN - txlaFaewNL '- au EPLV4181NfIH -- - IIOINI ®IYWf1LCIlEE 4.0!< �:, GVF,1 '' WEST ELEVATION EAST ELEVATION 4} _ _��......� � Ll III` / /l BUILDING SECTION FAMILY DOLLAR STORE Scale: 118' =l'-V NWC OF RIVERSIDE DR. (HWY 74) & WALNUT DR. 6 N IT 16 LAKE ELSINORE, CA EIFS COLOR 2: MONASTERY BROWN CMU 1 SPLIT FACED CMU CEMEX BLOCK OR EQ. COLOR:SANDPEBBLE CMU 2 SPLIT FACED CMU CEMEX BLOCK OR EQ. COLOR: CINNAMON CMU 3 SMOOTH FACED CMU CEMEX BLOCK OR EQ. PAINT RED TILE ROOF EAGLEL ITE - CAPISTRANO SERIES 12 3/8" WIDE x 17" LONG COLOR: SAN GABRIEL BLEND #SMC8816 SIGNAGE ALL SIGNAGE SHOWN ARE FOR REFERENCE ONLY AND REQUIRE A SEPARATE APPLICATION AND APPROVAL BY PLANNING DIVISION 250 Sutter Street, Sub 500 San Francisco, Callornia 94108 415.974.6002 Z' 415.974.1556 megamhitecture.com GreenbergFerrew 19000 MacArthur Blvd., Suiie 250 Irvine, CA 92612 t: 949 296 0.450 f: 949 296 0437 BOOS DLVI.LOPM ENT k-\! P I LAKE ELSINORE, CA 20120206.0 FRASER DRIVE VIEW SCALE: AS NGTEC 10 22 2012