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Home My WebLink AboutASRDRB20231214 5.2DESIGN REVIEW BOARD STAFF REPORT 5e2 TO: Design Review Board Members December 14, 2023 SUBJECT: Review and approve final building permit plans for a previously approved two-story 4,000 square foot commercial building at 212 Front (Project Planner: David Crompton). PROTECT DESCRIPTION/BACKGROUND This development was approved by the Planning Commission on March 22, 2022. Conditions of approval require that the final building permit plan be returned to the DRB for review and approval prior to issuance of building permits. EVALUATION Staff worked with the architect to ensure that all important details of the approved architecture are pulled forward to the building plans. One significant alteration is that the ground floor windows in the forward location of both first floor side elevations have been eliminated. There does not appear to be any alternatives as these locations are where the electrical panels need to be located. • Colors and materials will be presented at the meeting. RECOMMENDATION Review and approve final building permit plans for a previously approved two-story 4,000 square foot commercial building at 212 Front (Project Planner: David Crompton). Prepared by: David Crompton Chief of Planning Attachment: Building and Landscape Plans and Details 212 FRONT STREET APPLICANT CAPITAL EQUITY MANAGEMENT GROUP LLC 671 HARTZ AVE Danville, CA 94526 Contact: ANDREW KATAKIS Email: discovery@ga-Itd.com Cell: (209) 581-5801 ARCHITECT FCGA Architecture 301 Hartz Ave. Suite 213 Danville, CA 94526 Contact: GALEN GRANT Phone: (925) 678-2030 Cell: (925) 818-1415 Email: galen@fcgainc.com DANVILLE, CA 94526 LANDSCAPE ARCHITECT BORRECCO KILIAN & ASSOC. 1241 PINE ST. Martinez, CA 94553 Contact: BRIAN KILIAN Email: brian.bka@sbcglobal.net Cell: (925)372-5506 CIVIL ENGINEER CBG CIVIL ENGINEERS 2633 CAMINO RAMON #350 SAN RAMON, CA 93583 Contact: ANDREA BELLANCA Email: ABELLANCA@CBANDG.COM Phone: (925) 866-0322 ARCHITECTURAL AO COVER SHEET Al SITE PLAN/ LOWER LEVEL PLAN A2 FIRST FLOOR/ SECOND FLOOR PLANS A3 MEZZANINE PLAN/ ROOF PLAN A4 RENDERINGS/ SECTIONS A5 ELEVATIONS A6 EXISTING SITE PHOTOS/ COLOR & MATERIALS A7 AERIAL VIEWS- PROPOSED/ EXISTING CIVIL CREEK STRUCTURE SETBACK PRELIMINARY GRADING PLAN EXISTING CONDITIONS PROPOSED CONDITIONS STORMWATER CONTROL PLAN LANDSCAPE L1 PRELIMINARY LANDSCAPE PLAN L2 PLANT PICTORIAL OFFICE AND POSSIBLY RETAIL COVER SHEET AO a 10.25.21 z Approx. 1 00'Year Flood / Proposed Flood Control Access I —`----___ Easement / CCCounty Bldg. Setback Line - I I I I I I I 1 I I I 10-U, I I 1 I I 10'-Ly' I I ��---- —�----___j1_ Danville Bldg. }r -- Setback Line up__--__ U w I- ~ -_� - - J _ _ _ r - - - - - _- o O U I I L i' I I I I I� Q I �j A B STORAGE STORAGE _ ±608 SF ±682 SF _ P i ; I I -q I I I li I I I I I I I 1 ( a L I I Scale FF = ±356.0 Floor: C O N E ON N U ,U O O N U U 0 Flood Plain Area: ±1,398 sf ±1856 SF j ±1,856 SF Approx. 100' Year Flood / Proposed Flood Control Access Easement / CCCounty Bldg. Setback Line , I I ' Danville bk$g. Setback Line L --- I----- I _'' - In -Ground Bio Filter Planters Q L--------- ,.� _.. Hedge o ,I -Ilo _4 1 IjLO � - J oN i Site Area 5 pN ; Parcel A: A= �" B 5' Parcel B: R-� ±570 SF ±654 SF ' Net Site Area (Less Area Within ±1,856 sf ±1,856 sf IIiI�l� • .E I ' 3,712 sf - 1,398 sf = 2,314 sf) II up upII 1 FAR(1.33): Conditioned Area: 2,835 sf ° I FAR Basis: Mezzanine Sto.: + 560 sf L ------ Net Site Area: 2,314 sf C Area: 50.0 ---__- Ave Front Yard Setback: 1 1'-1" --`` ► (Setback Area is calculated -`--� using the front yard area Unconditioned Area A B encircled in red.) Lower Level Storage: - ±624 sf ±698 sf Mezzanine Storage: ±136 sf ±127 sf Coditioned Area A B First Floor Retail / Office: ±570 sf ±654 sf Second Floor Office: ±802 sf ±809 sf C Parcel: Mezzanine Storage: ±300 sf ±260 sf Owned By Others Total: ±1,672 sf ±1,723 sf + 232 sf N (7� Scale 1 /8" = i'-o" FF = ±363.0 Site Plan: RD Q 212 FRONT STREET SITE PLAN/ LOWER LEVEL PLAN DANVILLE, CA 94526 A 1 10.25.21 O N L E O N U ,u oN LL. U Eq z Approx. 100' Year Flood / Proposed Flood Control Access Casement / CCCounty Bldg. Setback Line 'I I _ I I I, I' M I I� 5-0" 19'-6" ' 20 0" 5 -0' j 10' 0" j 10'_0„ o / _ _ / I Danville Bldg. ---- I I Setback Line .... J - --- L------ --- —T— I II I II I , j A B M ±570 SF I ±654 SF I P —1 I _ II I I III it I l I I I UP I UP jtL C I I I 0 N Scale 10.91,... - �11-3„ 8,_9„ 5 0 .- / -\� / I A -' _ ♦ 1 /8" = 1-0" FF = ±363.0 Floor: Approx. 1 00'Year Flood / Proposed Flood Control Access Easement / CCCounty Bldg. Setback Line I - - I _ �p I _ I 1 I I , I I I 1 1 1 , I 1 I I I 1 I , I I I j OLnI -----_ U a r --- ---_. -d LU Ln o- 1 I A B Q I ±802 SF ±809 S F 1 I I - I 1 DN. I ID.N.-- -- _ I I UP I UP I 1 Imo, Open to LLL___fff I Below I 1 1 I 212 FRONT STREET DANVILLE, CA 94526 Danville Bldg. Setback Line Storage Mezzanine Above N Scale 1 /8" = 1'-0" FF = ±375.0 Floor Ga FIRST FLOOR/ SECOND FLOOR PLANS re O O L E c � O N U ,U O _O N U 0 Approx. 100' Year Flood / Proposed Flood Control Access Easement / I ------___ CCCounty Bldg. Setback Line 1 1 I 1 I I *Note: Mezzanine Area lis calculated as area , ;with T High Min. Ceiling lHeight I I I Mezzanine *±300 SF B (Storage) Mezzanine l r_---- - -_- *±260 SF I ' p . I (Storage) ' ' l I I 1 I ' I _ 1 I i I I I I I I �T�3 i 1 1 I I 1 L Danville Bldg Setback Line Rooftop Equipment Wells Above N Scale ■ 1 /8" = 1'-0" FF = ±384.0 Floor el N—M Approx. 1 00'Year Flood / Proposed Flood Control Access Easement / -----__ CCCounty Bldg. Setback Line I -- I _ I I I I I I I I I I ' ' I I p N _ I Danville Bldg. - ---__ Setback Line o _ _ I U w Oo O U I'I LL U III Q `slope - El. @ T.O. Parapet Slope > (635.5+35' _ ± 688.5) III 1 l _ Ridge___ II A I'I B I'I ' , III Ricae � I'I I III i Equipment Wells III 1 III `Slope M Slope _> , lI ' I slope N _ Scale 1/8"= 1'-0" 212 FRONT STREET MEZZANINE PLAN/ ROOF PLAN DANVILLE, CA 94526 A3 10.25.21 k j 7 µU EMP ,!+JX✓�°'yy�A�+ptl \.at�a�.�.d".1'7m �li� V g�Yr •. �1 s 1 m- a I ' - � �� p. ��. ( � �I. ��• � � (e � I"= � (' � �� 1 � �' u� IA pines �iC%' iCa r tiEc.. -- i nl•w.o- ■ irr t .I1�7 :i - - - — ',I'II' %.%y +�1_rr `` �• � I� � � �y�F � °'�"'�'"ie`e��'` '' ; i �� , �, � '''� .r ��neil,:�.ii.—ri ll/rP 1[ '} �� I - � i�lril �..auib>k I.� ��'�� "U�b Z (� ��c. � ` ► �_ --�r® a��*' 1�.. ��1,.•J �i��•i� .�� •� %•„�.. � �fl I� Ij - �� 1:� ' _� b� �:". , �' ''� ■.�i.�i� I'i�v roil' •■ ,. - +11t"►>• I I �, -. ",ia - i - !tl I! all ,�. �2 � • i O�.�EN Yy � V ■ � 11III {�� { ;�� j'f a ..' �� i 11 i - �W�tC► � I'. alit \— i' '�li ■'— � � ��ll !•liter {I _—. =I I I ,�Iid4dlwll �, nt _.��W ��t... fir �1'�jt•t � II� f � ,t+al �I a � L � d��$$lf+��llllryy, ✓f rn..f�:�,rar.>rr� a �_ eei �.�• �:+Gir: '�'� ( Int CIF dr�iY �„�cs._.. ..v.eL 1 1'111►�►IIISI.�. 1 �� _ Ir/rm...�n•ii•uri� � _----- � `�' � �Ilr• I till � III ` ,c•�Y��\�I� �'u p I �''-�`'�i11�Y1 Ik111i� !%�►J` 11t1lr3.; 1I !lL7�I , IF& I wxg m s�r� � C �"•e�ii ly � k �� ,Ji• I �■ `..,.� ■ li ..� - _ ��1 � � —� Ira .� ,w.." LdI� �e � � i n�+wi . • . � � �Q I � �. i �� sl,�l>r" � �� EI i � (Gri Y �� I�r�INif Fr �, � 7 GIs" Ii 1 I'! �� ,/ �..�JI'9 .i 1 ilr G.:CR J^!>Y:1~ > / a• IN m �. �a s �t i t '� 7 ,NOTE: ALL TRIM, SIDING, BRACKETS, ORNAMU I n r sit k .'.y 1 �fl �I PM, R • •4 • �, a.. ,�.� alb. �' � 3 s a • ` .�F� . ..tit � f K. f hi C001TY STRUCTURE SETBACK U'1E "i,. 41AP 'AN A! IF STRUCTURF SFTPACK i INF COUNTY TOP COUNTY STRUCTURE CCCFC BUILDING WATER LINE OF BANK LINE SETBACK ESMT CORNER 30' 1 VARIES IS' 3.7'-7.5' EL 3553 EL 351i EL 355i EXISTING SLOPE �2.5:1 PROJECTION 32' 18' WATER LINE DANVILLE EL 346i STRUCTURE SETBACK CREEK SETBACK CROSS SECTION DESCRIPTION WATER LINE ELEVATION EL 346'4 TOP OF BANK EL 362i CHANNEL DEPTH DEVELOPABLE AREA EL 16'f 1,706 SF TOWN OF DANVILLE STRUCTURE SETBACK LINE: THE WIDTH OF DRAINAGE EASEMENTS FOR UNIMPROVEMENT CHANNELS WITH SIDE SLOPES STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1) SHALL BE DETERMINED BY A LINE MEASURED FROM THE TOE OF SLOPE A DISTANCE OF TWICE THE CHANNEL DEPTH PLUS 18 FEET FOR CHANNEL DEPTHS BETWEEN 12'-18'. CONTRA COSTA COUNTY STRUCTURE SETBACK LINE: IF THE HEIGHT OF TOP OF BANK ABOVE CHANNEL INVERT LESS THAN 20 FEET = HORIZONTAL DISTANCE BETWEEN TOP OF BANK AND SETBACK LINE IS EQUAL TO 30 FEET. TOP OF BANK IS DEFINED AS THE POINT WHERE A LINE WITH A SLOPE OF 2.5:1 EXTENDING FROM THE TOE OF THE CHANNEL INTERSECTS WITH THE EXISTING GROUND. 212 FRONT STREET CREEK STRUCTURAL SETBACK EXHIBIT DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=10' DATE: NOVEMBER 4, 2020 REVISED DATE: OCTOBER 22, 2021 cbg �]UCIVIL ENGINEERS SAN RAMON (925) 866-0322 ROSEVILLE (916) 788-4456 NNVW.CBANDO.COM SURVEYORS PLANNERS I I_ I �- I T - I I I l I I I I I I f PUMP #1 I COUNTY SETBACK I PUMP TREATED RUNOFF I PUMP #2 _ OR 355.5 PUMP TREATED RUNOFF CLEAN WATER TO INV 350.9 CANTILEVERED 1 CLEAN WATER TO [GR 355.5 ZONE A FEMA DISCHARGE INTO PORTION I DISCHARGE INTO INV 350.9 FLOOD LINE PUMP #1 WET WELL TSM 355.0 PUMP #2 WET WELL UNTREATED RUNOFF TO -� FG 355.74 INTO IMP # UNTREATED RUNOFF TO _ �' _ I INV C355.0 P 2 DISCHARGE INTO IMP #1 TSM 355.0" - _ - - - - - INV 3550 --'FG 355.74„ EXISTING FENCE DANVILLE SETBACK) 4 ROOF I FG. 355.74 LEADER FF 355.8 (TYP.) FF 355.8 P 354.8 I P 354.8 i I a " I FG 362.4 62.6 dal u I I I I HP 362.7 lx 362.82 FORCE MAIN TO DISCHARGE INTO CONCRETE STRUCTURE INV 363.3 THRU THE CURB DRAIN INV 362.02 -l-jyo*r8rR�%r I L FF 362.8 I FF 362.8 _ P 361.8 I P 361.8 GR 362.45 SM 361.951 INV 358.5 ]' oY F '362.73 6 SO -,362.68 . -��.INV 361.3 GR 362.45 C 'CD TSM 361.95 INV 358.5 6 SO '362.70. ' ' .362,70' 6 SO . -36Z66 362.66 TIE INTO EXISTING EXBW 362.54 TIE INTO EXISTING\ EXBW 362.60 REMOVE EXISTING DRIVEWAY CUT THRU THE CURB DRAIN INV 362.21 INV 361.30 I 1 - FG 362.5 FORCE MAIN TO DISCHARGE INTO CONCRETE STRUCTURE INV 362.31 IN 6ROBO BIOK-IlTII PLANTER PRELIMINARY STORMWATER TREATMENT CALCULATIONS AREA ID TOTAL AREA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) EFFECTIVE IMPERVIOUS AREA OF PERVIOUS AREA (SF) BMP EFFECTIVE TREATMENT AREA BMP USED REQUIRED (SF) DRAINSTO.. PROVIDED (SF) 1 576 555 21 2 BIORETENTION 23 IMP 1 37 2 395 355 40 4 81CRETENPON 14 IMP 2 31 3 255 203 52 5 BIORETENPON 9 IMP 3 9 4 325 325 0 0 SIORETENPON 13 IMP 1 37 5 360 360 0 0 BIORETENTION 15 IMP 2 31 6 240 200 40 4 BIORETENTION 8 IMP 4 15 7 140 140 0 0 BIORETENTION 6 IMP 4 15 TOTAL 2.291 2,138 153 11 88 92 PRELIMINARY GRADING PLAN 212 FRONT STREET DA VILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: I"=5' DATE: OCTOBER 14, 2021 SAN RAMON (925) 17L C ROSEVILLE NNNJ.CBANOG.COM 1..-0322 (915)788-4458 0 5 10 15 CIVIL ENGINEERS SURVEYORS PLANNERS T .F(IT FNTI EXISTING DESCRIPTION ACREAGE PERVIOUS AREA 3,024 4 SF (77%) IMPERVIOUS AREA 37fi f SF (9%) ROOF AREA 550 t SF (14%) TOTAL: PERVIOUS AREA (77%) IMPERVIOUS AREA (237.) FIGURE 3 EXISTING CONDITIONS 212 FRONT STREET DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: V=10' DATE: SEPTEMBER 22, 2021 SAN RAMON (925) 868-0322 ROSEVILLE --AM-.-.0 (916) 788-4456 10 20 30 CIVIL ENGINEERS SURVEYORS PLANNERS 1�UNTST � T .FcTNTI EXISTING DESCRIPTION ACREAGE PERVIOUS AREA 1,695 t SF (44%) IIAPERVIOUS AREA %0 i SF (470 ROOF AREA 1,9851 SF (52%) TOTAL: PERVIOUS AREA (44%) IMPERVIOUS AREA (567) FIGURE 4 PROPOSED CONDITIONS 212 FRONT STREET DA,WILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: I"=10' DATE: OCTOBER 14, 2021 SAN RAMON (925) 868-0322 ROSEVILLE N"NVJ.D6hNDG.COM (916) 788-4456 0 10 20 30 OIVIL ENGINEERS SURVEYORS PLANNERS LEGEND: — — — — PROPERTY LINE _ _ a--a---�----�a-- DMA BOUNDARY DRAINAGE MANAGEMENT AREA II IMP 1 INTEGRATED MANAGEMENT PRACTICE 1 l IN GROUND BIORETENTION PLANTER l WIDTH VARIES NOTES I TOP OF GRATE (ED) PER PLANS 1. 8IORETENTION AREAS SHALL HAVE A 6" VERTICAL CUT l TO TO BE 3" BELOW ALONG THE PERIMETER, LINED WITH AN IMPERMEABLE PERIMETER SIDEWALK LINER AND COBBLE AS SHOWN. IMP 1 1 l 3' MIN TOP OF BIORETENTION l FREEBOARD TOP OF SOIL MIX (TSM) \-- IMP 2 I 2k2' WIDE 4'-6" C088LES70NE5 LANDSCAPING WITHIN 4'-6" COBBLESTONES SPLASH BLOCK, PLACE GEOIEXDLE 6' MIN BIOERTEN LION AREA PER VERGCAL CUT 6 WIDE, TYP SEE NOTE 1 ( ) FABRIC UNDER SPLASH BLOCK iYP pONDINC LANDSCAPE PLANS y. X Y r YP (1 I ti< L 1 i tt f 4>k 2 %2 WIDE 4 fi COBBLESTONES IMPERMEABLE LINER PER 'i u -{�S SPLASH BLOCK PLACE GEOTEXTILE GEOTECHNICAL REPORT 3 �'>;(12 r f }S-' >` [i -y...1 -FABRIC UNDER SPLASH BLOCK (TYP) _ NATIVE BACKFILL COMPACTED AL REPORT TO 90% MIN TYP 18 � IMPERMEABLE( LINER PER < I BIORETENGEOTECHNTION 1 _ STORM DRAIN PIPE �— `-- 12" CLASS II MIN. BIOR r A PER ROCK SOIL MIX -z- PERFORATED PIPE (0.5% SLOPE TOWARD THE " o FILED INLET) CONNECTED TO FIELD INLET. I SUBDRAIN TO EXTEND LENGTH AND WIDTH OF - BIORETENTION AREA it IN GROUND BIORETENTION PLANTER 6N 1 3. 6 SD t rt F� PRELIMINARY STORMWATER TREATMENT CALCULATIONS AREA ID TOTAL AREA IMPERVIOUS AREA (SF) PERVIOUSAREA (SF) EFFECTIVE IMPERVIOUSAREA OF PERVIOUS AREA (SF) BMP EFFECTIVE TREATMENT AREA BMP USED REQUIRED (SF) DRAINSTO.. PROVIDED (SF) 1 576 555 21 2 BIORETENDON 23 IMP 1 37 2 395 355 40 4 BIORETENTIOJ 14 IMP 2 31 3 255 203 52 5 BIORE TEN BON 9 IMP 3 9 4 325 325 0 0 BIORETENTION 13 IMP 1 37 5 360 36D 0 0 BICRETEN PON 15 IMP 2 31 6 240 200 40 4 BIORETENTION 8 IMP 4 15 1 140 140 0 0 BIORETENTION 5 IMP 4 15 TOTAL 2,291 2,138 153 11 1 88 92 FIGURE 5 STORMWATER CONTROL PLAN 212 FRONT STREET DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: l"=5' DATE: OCTOBER 14, 2021 SAN RAMON (925) 5-0322 ROSEVILLE (918)788-4456 4458—.CBAN.G.- 0 5 10 15 CIVIL ENGINEERS SURVEYORS PLANNERS 9RELII`IIN,4F,'T' FL,4NT LIST SUNSET WESTERN WUCOL5 GARDEN TYPICAL GAY SIZE BOTANICAL NAME CCMMCN NAME WATER USE HEIGHT x WIDTH SPACING 15 GALLON PHORMIUM HYBRID 'ED CARMAN' PHORMIUM I GAL HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL JUNCUS PATENS CALIFORNIA GRAY RUSH ..} IGAL LANTANA HYBRID VERBENACEAE 5 GAL LOROPETALUTI 'PURPLE DIAMOND' SEMI DWARF FRINGE FLOWER O I GAL MYRSINE AFRICANA AFRICAN BOXWOOD 5 GAL NANDINA 'LEMON LIME GREEN NANDINA 5 GAL SALVIA MICROPHYLLA HOT LIPS SAGE IGAL SENECIO SPECIES SENECIO 2" X 10 FT. STAKE TREE TRUNK I' WIDE RUBBER TREE TIE IN FIGURE el PATTE.-sIJ ATTACH TO STAKE WITH 2 6ALV. ROOFING NAILS ► WIND DIRECTION — 6' -MMI' WIDE RUBBER TREE TIE IN FI6URE 8 PATTERN ATTACH TO 5TAK'c WITH 2 GALV. ROOFING NAILS, TWO TIES PER TREE MINIMUM ONE 2" DIA. x 10 F7. LODGEPOLE PINE TREE 5TAKE5 POSITION STAKE UPWIND AND APPROXIMATELY 8" FROM TRUNK ROOTBALL SHALL BE I" ABOVE FINISH GRADE AFTER SETTLING 4" HIGH SOIL BERM AROUND DR!PLINE ROOT BARRIER, PLACE AT PERIMETER OF PLANT PIT TOP OF BARRIER TO BE FLUSH WITH FINISH GRADE FERTILIZER TABLETS AS SPECIFIED IN THE GENERAL CONDITIONS BACKFILL MIX AS SPECIFIED IN THE GENERAL CONDITIONS �f SCARIFY SIDES OF PLANTING PIT AND RCOTBALL ROOTBALL SHALL BE PLACED ON COMPACTED SOIL 2 TIMES ROOTSALL - 4" DIA. X 3 FT. DEEP PERFORATED PVC PIPE, WRAP WITH FILTER CLOTH AND ATTACH GRATE COVER TO TOP. FILL PIPE WITH DRAIN ROCK (I PIPE PER 15 GAL. TREE, 2 PER 24" BOX SIZE TREE) TF,EE PL4NTINC:; AND ST,/-\KIN(.-3 DET,41L GENERAL LANDSCAPE NOTES ALL LANDSCAPE AREA SHALL BE WATERED WITH A BURIED, AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM. LCW VOLUME , MPR NOZZLES AND DRIP WILL BE USED WHERE APPROPRIATE FOR WATER CONSERVATION. ALL LANDSCAPE AREAS SHALL BE COVERED WITH A 3" LAYER OF ORGANIC MULCH TOP DRESSING. ALL TREES SHALL BE INSTALLED AT A MINIMUM OF 24" BOX SIZE. ALL SHRUBS SHALL BE INSTALLED AT A 5 GAL. SIZE, EXCEPT ACCENT AND GROUNDCOVER SHRUBS. ALL UTILITIES IN THE LANDSCAPE AREAS SHALL BE SCREENED WITH EVERGREEN SHRU[5S. .3 / LOW 8' x 8' A$ SHOWN 3 / LOW 2' x 2' 3' O.G. 3 / LOW 2' x 2' 3' OC. 3 / LOW 2' x 4' 4' O.C. 3 / LOW 3'-6" x 3'-1" Y-O" O.C. 3 / LOW 4' x 3' 3' O.C. 3 / LOW Y-4' x 3'-4' AS SHOWN 3 / LOW 3' x 3' AS SHOWN 3 / LOW I' x 3' AS SHOWN EXISTING WILLOW TREE TO REMAIN EXISTING CUERCUS TREE TO REMAIN EXISTING ACER SACCHARNUM TO REMAIN O �v eca rzEPoar -, weisil— IT soi� LL Porrm cF ,-,lk° SNRLIE3 PLANTING DETAIL LANDSCAPE PLANS COMPLY WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE ABIUI AND WILL APPLY SUCH CRITERIA FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN. WATER CALCULATIONS SHALL BE PROVIDED WITH THE CONSTRUCTION DOCUMENTS. /�/ /�"" " � OCTOBER, 2021 LANDSCAPE ARCHITECT '2359 DATE CONCEPTUAL LANDSCAPE PLAN IS PRELIMINARY AND SUBJECT TO CHANCES PER THE LOCAL GOVERNMENT REVIEW PROCESS DO NOT USE THESE PLANS FOR COINSTRUCTION, EXISTING AILANTHUS TREE TO REMAIN LARGE PHORMIUM WITH FLOWERING LANTA GROUNDCOVER BELOW Lotll of 2 ±l 56 SF ±1,85 F FLOOD PLAIN AREA \ , KEEP NATURAL O t7 F BLUE OAT GRASS AND CALIFCRNIA GRAY RUSH >✓ -_ -__ - ' - --- _ = o IN RETENTION BASINS N U „�, E" EVERGREEN MYR51NE O HEDGE ALONG PERIMETER _O LL -- ___ ESR HE TREE -- TO BE REMOVED TO E-AA - _ 70 SF B NANDINA AND SALVIA 5HRUB5 GROUPED BEHND LANTANA ±654 SF EXISTING OAK 57REET TREES — TO REMAIN WITH CITY STANDARD BRICK BANDING ALONG SIDEWALK PROM � s � FFREb II III AFRY LAI VDSCAFE FLAN BLUE OAT GRASS AND 5ENECIA ACCENT PLANTS IN RETENTION BASINS LARGE PHOR'11UM WITH FLOWERING LANTANA GROUNDCOVER BELOW N IF 4FT 8FT IBFT 0 GRAPHIC SCALE 'c', i/8. = Y-o' T. i i.,s _ t . ri .y�i +,. * IYS� �nr- rw. �. ,'iti` , yi►. .'''ems' � '�• � ,� �..�/i �. 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