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HomeMy WebLinkAboutPUD 2021-0002; JUNIPER BEACH HOMES; Planning Commission-- A B C D E F G H J 1 2 3 4 5 6 ----- 7 JUNIPER BEACH HOMES 295 JUNIPER AVE, CARLSBAD CA 92008 8 V- 9 ABBREVIATIONS (E) EXISTING CONG CONCRETE FLR SNK FLOOR SINK MIN MINIMUM RAG RETURN AIR GRILLE STRUCT STRUCTURAL ABV ABOVE CONT CONTINUOUS FLSH'G FLASHING MIR MIRROR RB RESILIENT BASE SUSP SUSPENDED 1 AC ACOUSTICAL CORR CORRIDOR FO FACE OF MNT MOUNTED RCP REFLECTED CEILING PLAN SWM SELF-ADHERING WATERPROOF ACC ACCESSIBLE CPT CARPET FR FRENCH DOOR MO MASONRY OPENING RD ROOF DRAIN MEMBRANE ACT ACOUSTICAL CEILING TILE CTR CENTER FRP FIBER REINFORCED PLASTIC MS MOP SINK RE/S RE-SAWN T&G TONGUE & GROOVE AD AREA DRAIN DBL DOUBLE FS FINISH SURFACE MTL METAL RECSS'D RECESSED TB TOWEL BAR ADA AMERICANS W/ DISABILITIES ACT DF DRINKING FOUNTAIN FT FOOT OR FEET MTR METER REF REFERENCE TEL TELEPHONE ADD'L ADDITIONAL DIA DIAMETER FTG FOOTING MTRL MATERIAL REFL REFLECTED THRESH THRESHOLD ADJ ADJUSTABLE OS DOWNSPOUT FURR FURRING MUL MULLION REFRIG REFRIGERATOR TO TOP OF AFF ABOVE FINISH FLOOR DTL DETAIL GA GAUGE NIC NOT IN CONTRACT REQ'D REQUIRED TPH TOILET PAPE HOLDER ALUM ALUMINUM DWG DRAWING GALV GALVANIZED NOM NOMINAL RES RESILIENT TS TUBE STEEL AN ANODIZED EA EACH GALV GALVANIZED NTS NOT TO SCALE RF'G ROOFING TYP TYPICAL AP ACCESS PANEL EJ EXPANSION JOINT GC GENERAL CONTRACTOR 0 / OVER RM ROOM UNO UNLESS NOTED OTHERWISE APPROX APPROXIMATE EL ELEVATION GL GLASS 0 /FL OVERFLOW DRAIN RMC RECESSED MEDICINE CABINET VAV VARIABLE AIR VOLUME 11 ASYM ASYMMETRICAL ELEC ELECTRICAL GYP GYPSUM oc ON CENTER RO ROUGH OPENING VCT VINYL COMPOSITION TILE BATT BATTING EMER EMERGENCY HS HOSE BIBB OD OUTSIDE DIAMETER RP RAISED PANEL VERT VERTICAL BD BOARD EP ELECTRICAL PANEL HG HOLLOW CORE OPNG OPENING RR RESTROOM VIF VERIFY IN FIELD BLDG BUILDING EQ EQUAL HD HOT DIPPED OPP OPPOSITE SC SOLID CORE w WIDTH BLW BELOW EQPT EQUIPMENT HM HOLLOW METAL OSGI OWNER SUPPLIED CONTRACTOR SCHED SCHEDULE WI WITH BM BEAM EX EXISTING HORIZ HORIZONTAL INSTALLED SECT SECTION W/0 WITHOUT BO BOTTOM OF EXT EXTERIOR HR HOUR OVHD OVERHEAD SH SHELF WC WATER CLOSET BTWN BETWEEN FA FIRE ALARM HT HEIGHT PART PARTITION SHT SHEET WD WOOD BUR BUILT-UP ROOFING FAG FIN FACTORY FIN ISH ID INSIDE DIAMETER P-LAM PLASTIC LAMINATE SHT'G SHEATHING WH WATER HEATER BYD BEYOND FAU FORCED AIR UNIT IN INCHES PLSTR PLASTER SHWR SHOWER WR WATER RESISTANT CAB CABINET FC FIBER CEMENT INSUL INSULATION PLT PLATE SI M SIMILAR CEMT CEMENTITIOUS FD FLOOR DRAIN INT INTERIOR PLYWD PLYWOOD SIP STRUCTURAL INSULATED PANEL GIP CAST IN PLACE FEC FIRE EXTINGUISHER CABINET JST JOIST PNT PAINT(ED) SMF SHEET METAi FLASHING 1 CJ CONTROL JOINT FF FINISH FLOOR LAV LAVATORY SINK PR PAIR SPEC SPECIFICATION CL CENTER LINE FG FINISH GRADE MANUF MANUFACTURER PREFIN PRE-FINISHED ss STAINLESS STEEL CLG CEILING FIN FINISH MAX MAXIMUM PV PHOTOVOLTAIC SSG STRUCTURAL SILICONE GLAZED CMU CONCRETE MASONRY UNIT FL FLUORESCENT MDF MEDIUM DENSITY FIBERBOARD PWDR POWDER STD STANDARD _J CNTR COUNTER FLR FLOOR MECH MECHANICAL R RADIUS STL STEEL A B C D E F G H J K L M CITY OF CARLSBAD PLANNING COMMISSION Case Name: ,\uni~cLac-b !J."1'Vlef.. Case No.:f L!t> zoz.1-ooOZ{SDP:zPZ,1- OXJ':il.C'DP ?.oV -(XX)]Ld_~ Zo2.f-a¢2-.. ' Date:9 /I> l_ZD7-/ Exhibit No.: A-'"'?- DRAFTING SYMBOLS 0--DRAWING TITLE ---------ABOVE, BELOW, OR HIDDEN --------0 -J\r-CUTLINE GRID LINES 0 DOOR IDENTIFIER 4 BUILDING SECTION ◊ WINDOW IDENTIFIER -.... @ --0 I ) WALL OR DETAIL MATERIAL IDENTIFIER \ SECTION _.,,. @ IF01 I FIXTURE IDENTIFIER DETAIL CALLOUT --@i]JJ KEYNOTE 1 4 1 ~ 4 2 EXT/INT ELEVATIONS O& REVISION CLOUD/CALLOUT N 3 ~ DATUM POINT E9 EL99.99 'Y ELEVATION NORTH ARROW ~ SLAB STEP K L M N p PROJECT DATA PROJECT NAME OWNER PROJECT ADDRESS A.P.N LEGAL DESCRIPTION JUNIPER BEACH HOMES RREG INVESTMENTS SERIES LLC SERIES 1-039 295 JUNIPER AVE CARLSBAD CA, 92008 204-240-32-00 ALL OF LOT 2 IN BLOCK "R" OF PALISADES NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 25, 1924. EXCEPTING THEREFROM THE SOUTHWESTERLY 65.50 FEET AND THE SOUTHEASTERLY 105.00 FEET. MORE FULLY DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER AS DOCUMENT NO. 2007-0321277. SITE AREA GENERAL PLAN DESIGNATION 11 ,003 SF (0.25 ACRE) R-23 LAND USE DESIGNATION R -3 AND ZONING MULTIPLE FAMILY RESIDENTIAL EXISTING LAND USE MULTIPLE FAMILY RESIDENTIAL PROPOSED LAND USE MULTIPLE FAMILY RESIDENTIAL LOT CLASSIFICATION RESIDENTIAL UNITS TO BE 4 CONSTRUCTED NUMBER OF LOTS PROPOSED REQUIRED SETBACKS FRONT SETBACK SIDE SETBACK: REAR SETBACK: PROPOSED SETBACKS: FRONT SETBACK. SIDE SETBACK: REAR SETBACK: ALLOWED DENSITY PROPOSED DENSITY ALLOWED BUILDING COVERAGE PROPOSED BUILDING COVERAGE BUILDING AREA LANDSCAPE AREA MAX BUILD ING HEIGHT / PROP BUILDING HE1' 10'-0" 10% LOT WIDTH 20% LOT WIDTH, M IN 10'-0' 10'-0" 8'-9" i 7'-8" 15-23 DU/ACRE 16 DU/ACRE 6,602 SF (60%) 3,904 SF 11,620 SF 3,979 SF SQ'-0" WITH MIN 3:12 PITCH 24'-0" WITH LESS THAN 3:12 PITCH 29'-11" WITH 3:12 ROOF PITCH REQUIRED PRIVATI JOO SF/ UNIT RECREATIONAL Sf!. PROPOSED 0 ~, ,pl1 SF @ UNITS 1 AND 2 RECREATIC--. ;_ ,4 920 SF@ UNITS 3 AND 4 __,_ ... - PARKING REQUIRED 10 PARKING PROPOSED ,2 UNDEVELOPABLE PER N/A SECTION 21 53.230 AVG. DAILY TRAFFIC 8 TRIPS / DU x4DU ~ 32ADT SEWER DISTRICT WATER SERVICE SCHOOL DISTRICT CBD CMWD CA PROPOSED WATER DEMANDS (GPM/GPDl 250 GPD x 4 DU = 1,000 GPO PROPOSED SEWER DENERATION IEDUl 220 GPD x 4 DU ~ 860 GPD PROPOSED DRAINAGE 0.87 CFS PEAK DISCHARGE (CFS) CONSTRUCTION TYPE VA OCCUPANCY R2 S2 -PRIVATE GARAGE CLIMATE ACTION PLAN CONSISTANT WI ZONING: YES GHG STUDY REQ'D: NO ENERGY EFFIENCY REQ: NO PHOTOVOLTAIC RED: YES KW-DC ROOF MOUNTED: 7.37 kWdc KW-DC GROUND MOUNTED: NONE KW-DC TOTAL PROJECT: 7.37 kWdc ELECTRIC VEHICLE REQ: YES # EV CHARGERS: NONE # EV READY: 4 # EV CAPABLE: NONE HOT WATER REQ: YES TRAFFIC DEMAND MANAGMENT REQ: NO N p SHEET INDEX A0-1 TITLE SHEET C-1 TENTATIVE PARCEL MAP C-2 PRELIMINARY GRADNG PLAN C-3 SITE SECTIONS AND DETAILS A 1-1 ARCHITECTURAL SITE PLAN A2-1 FLOOR PLANS -UNIT TYPE A A2-2 FLOOR PLANS -UNIT TYPE B A3-1 EXTERIOR ELEVATIONS -SITE A3-2 EXTERIOR ELEVATIONS -SITE A3-3 EXTERIOR ELEVATIONS· UNIT 1 A3-4 EXTERIOR ELEVATIONS -UNIT 2 A3-5 EXTERIOR ELEVATIONS -UNIT 3 A3-6 EXTERIOR ELEVATIONS -UNIT 4 A3-7 EXTERIOR PERSPECTIVES A4-1 BUILDING SECTIONS LC-01 CONCEPTUAL LANDSCAPE PLAN LC-02 EXHIBITS AND DETAILS LC-03 WATER CALCULATIONS R s :c u c:c II.I m a: II.I a., a. -.., C\J 0 0 0 ' ..- C\J 0 C\J Cl) co ~ o..__ 0 l'--C\J 0 0)0 <( 0 O' ..-- 0 C\J <( 0 ID C\J Cl) 0.. ....J 0 a:o <( ---0 s;:j- w 0 >o <( 9 ,-a: C\J WO a.. C\J -0.. Z O ~ Cl) I!) ---0) C\J C\J 0 0 0 I T""" C\J 0 C\J .:; z -;:; ::::, 1-----------1 ~ -- PROJECT TEAM ~ ,- 0 => 0.. ARCHITECT STEPHEN DALTON ARCHITECTS 444 S CEDROS AVE, STUDIO 190 SOLANA BEACH, CA 92075 858. 792.5906 CIVIL PASCO, LARET, SUITER & ASSOCIATES 535 NORTH HIGHWAY 101 SUITE A SOLANA BEACH, CA 92075 858.259.8212 LANDSCAPE GMP LANDSCAPE ARCHITECTS 4010 SORRENTO VALLY BLVD #200 SAN DIEGO, CA 92121 858.558.8977 AREA TABULATION LOT INFORMATION: LOT SIZE: PROPOSED AREAS: TYPE 'A' (UNITS 1 AND 2) THIRD FLOOR SECOND FLOOR FIRST FLOOR SUBTOTAL GARAGE TOTAL TYPE 'B' (UNITS 3 AND 4) TH IRD FLOOR SECOND FLOOR FIRST FLOOR SUBTOTAL GARAGE TOTAL 11 ,003 SF (0.25 AC) 986SF 929SF 497 SF 2,412 SF 472 SF 2,884 SF I EACH UNIT 993 SF 932 SF 512 SF 2,437 SF 471 SF 2,908 SF / EACH UNIT SCOPE OF WORK DEMO EXISTING STRUCTURES CONSTRUCT (4) ONE-FAMILY DWELLINGS ASSOCIATED LANDSCAPE AND GRADING IMPROVEMENTS VICINITY MAP PROJECT LOCATION R C/J -() a., -.c. 0 ~ a, "' a, () ~ ,.__ "' 0 . I... 0NN <C -a, a, 0 <1; ,.__ :::J l) 00 C f--"' (/) . co 0 . :c .. (/) l) --0 <1; - C'Cl er: LJ.J ~ o ro "' 0 LJ.J <1; ~ l)ZN C . <1; ~ (/) -' . a., "' 0 co "' (/) "' .c. "' co .w Q. a., -(f) I-w w I (/') w _J I--I- 02/11/2021 PLANNING SUBMITTAL 01 04/28/2021 PLANNING SUBMITTAL 0, 06/15/2021 PLANNING SUBMITTAL O, A0-1 s LEGEND PROPERTY BOUNDARY CENTERLINE OF ROAD ADJACENT PROPERTY LINE PUBLIC RIGHT-OF-WAY SETBACK LINE EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED FLOWLINE PROPOSED DIRECTION OF FLOW PROPOSED 6" PCC CURB PER SDRSD G-2 PROPOSED SAWCUT OF EXISTING PAVEMENT PROPOSED STEM WALL PER SEPARATE ARCHITECTURAL PLAN PROPOSED PCC PAVEMENT PROPOSED PERVIOUS PAVER$. COLOR AND FINISH PER SE PARA TE PLAN PROPOSED TRENCH RESURFACING PER CITY OF CARLSBAD GS-26, GS-28 EXISTING FENCE EXISTING WATER MAIN (SIZE PER PLAN) EXISTING SEWER MAIN (SIZE PER PLAN) EXISTING GAS MAIN (SIZE PER PLAN) PROPOSED 1" DOMESTIC WATER SERVICE WITH FIRE SPRINKLER SYSTEM, 1" METER AND 1" BACKFLOW DEVICE PER CMWD W-3A, W-20 PROPOSED 6" PVC SEWER LATERAL WITH CLEANOUT PER CITY OF CARLSBAD S-7 PROPOSED4" PRIVATE PVC SEWER LATERAL PER CITY OF CARLSBAD S-5 PROPOSED PCC DRIVEWAY APRON PER SDRSD G-14A (WIDTH PER PLAN) GENERAL NOTES LAND USE NUMBER OF LOTS SEWER DISTRICT WATER DISTRICT SCHOOL DISTRICT ELECTRIC TELEPHONE CATV DRAINAGE BASIN I HYDROLOGIC AREA FIRE PROPOSED DENSITY PROPOSED# OF UNITS EXISTING ZONING PROPOSED ZONING EXISTING GENERAL PLAN DES/GNA TION PROPOSED GENERAL PLAN DESIGNATION -------- ----64---- k?\A Xx X SJ ' ' ---W-D---Cl /I s s 0 s --·s--@ I» MULT/-FAMIL Y RESIDENTIAL 1 LOT CITY OF CARLSBAD WASTEWATER DIVISION CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELECTRIC AT&T TIME WARNER CABLE AGUA HEDIONDA I LOS MONOS CITY OF CARLSBAD 15. 8 OU I AC (RESIDENTIAL) 4.0 UNITS RESIDENTIAL DENSITY -MULTIPLE (R-3) BEACH AREA DVERLA Y ZONE (BAOZ) RESIDENTIAL DENSITY-MULTIPLE (R-3) BEACH AREA OVERLAY ZONE (BAOZ) R-23, RESIDENTIAL 15-23 DU/AC R-23, RESIDENTIAL 15-23 DU/AC VICINITY MAP SCALE.NTS ' MS 2021-0002 I CDP 2021-0007 I PUD 2021-0002 I SOP 2021-0004 TENTATIVE PARCEL MAP OWNER INFORMATION RREG INVESTMENTS SERIES, LLC SERIES 1039, A DELAWARE LIMITED LIABILITY COMPANY 5315AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 SUBDIVIDER INFORMATION KEVIN DUNN FOR: JUNIPER AVENUE HOMES -295 JUNIPER AVE 60' 30' 30' GENERAL NOTES CONTINUED UJ to "' ~ ~ < I I • I I I AVERAGE DAILY TRAFFIC GENERA TED SEWER GENERATION FIGURE 32 TRIPS (4 UNITS' 8 ADT I DU RESIDENTIAL) 1 EDU/DU 4EDU TOTAL SEWER GENERATION POTABLE WATER FIGURE TOTAL POTABLE WATER 250 GPO I DU (RESIDENTIAL -MIXED USE) /250 GPU I DUX 4 DU)= 1,000 GPU PRE-DEVELOPMENT PEAK DISCHARGE (Q/00) POST-DEVELOPMENT PEAK DISCHARGE (Q100) 1.00 CFS (TOTAL FOR SITE) 0.87 CFS (TOTAL FOR SITE; UNMITIGATED) DENSITY CALCULATIONS GROSS ACREAGE = LESS BEACHES = LESS PERMANENT BODIES OF WATER = LESS FLOODWAYS = LESS SIGNIFICANT WETLANDS = LESS SIGNIFICANT WOODLAND HABITATS = LESS LAND SUBJECT TO MAJOR POWER TRANSMISSION EASEMENTS = LESS RAILROAD TRACK BEDS = NET ACRES = SLOPES 0% ~25% 25%-40% 40% + AREA (SF I ACRES) 11,003 SF I0.253ACRES OSFIOACRES OSFIOACRES DENSITY rour 15-23 15-23 15-23 'PER THE LAND USE ELEMENT-R-23: 15-23 DWELLING UNITS PER ACRE 11,003 SF !0.253ACRES 0 SF/DACRES OSFIOACRES OSFIOACRES OSFIOACRES 0 SF/DACRES 0 SF/DACRES 0 SF/DACRES 11,003 SF I 0.253 ACRES DWELLING UNITS 3.8-5.8 0 0 TOTAL= 3.8 -5.8 -- APN: 204-240-33-00 N 34'00'55" W 125.00' PORLOT3 BLOCKR PALISADES #2 MAP 1803 ---- APN: 204-240-32-00 SUBJECT PROPERTY GROSS= 11,003 SF (0.253AC) PORLOT2 BLOCKR PALISADES #2 MAP 1803 -- --------N 34'01'13" W APN: 204-240-31-00 PLAN VIEW -SITE LAYOUT SCALE 1"= 10'HOR/ZONTAL 124.95' PORLOT2 BLOCKR PALISADES #2 MAP 1803 GRAPHIC SCALE 1" = 1 O' CONDOMINIUM NOTE THIS IS A MAP OF AN AIRSPACE CONDOMINIUM SUBDIVISION PROJECT AS DEFINED IN SECTION 4125 OF THE CIVIL CODE OF THE STATE OF CALIFORNIA, AND IS PURSUANT TO THE SUBDIVISION MAP ACT. THIS PROJECT IS COMPRISED OF A ONE LOT CONDOMINIUM SUBDIVISION AND CONTAINS A MAXIMUM OF 4 AIRSPACE CONDOMINIUM RESIDENTIAL UNITS REFERENCED DRAWINGS MAP 1803 PM 12335 PM21185 DWG 117-2 DWG 170-6 DWG 185-6 DWG 360-5 -----------------------------~----- -10 0 SHEET INDEX TENTATIVE PARCEL MAP TITLE SHEET PRELIMINARY GRADING PLAN SECTIONS AND DETAILS 1 2 3 20 I I I I PORLOT3 BLOCKR PALISADES #2 MAP 1803 APN: 204-240-39 APN: 204-240-40 PORLOT2 e OCKR f,1-;ADES #2 }\iS. '1803 ·MAt? PARCEL 1 PM 16596 APN: 204-240-56 30 RINCON REAL ESTATE GROUP 5315AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 PH: (949) 637-3254 LEGAL DESCRIPTION ALL OF LOT 2 /N BLOCK "R" OF PALISADES NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 25, 1924. EXCEPTING THEREFROM THE SOUTHWESTERLY 65.50 FEET AND THE SOUTHEASTERLY 105.00 FEET (MORE FULLY DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER AS DOCUMENT NO. 2007-0321277) SITE ADDRESS 295 JUNIPER AVENUE CARLSBAD, CA 92008 APN: 204-240-32-00 TOPOGRAPHY TOPOGRAPHY OBTAINED BY FIELD SURVEY ON NOVEMBER 3, 2020 PREPARED BY.· PASCO, LARET, SUITER & ASSOC/A TES BENCHMARK ELEVATIONS SHOW HEREON ARE BASED ON A FOUND 2-112 /NCH DISK IN THE SOUTHEAST CORNER OF A VAULT ADJACENT TO THE NORTHEAST CORNER OF THE NORTHBOUND COAST HIGHWAY 101 BRIDGE OVER THE AGUA HEDIONA LAGOON 0.1 Ml SOUTH OF TAMARACK AVENUE. 38 FT EAST OF THE EDGE OF PAVEMENT BY A SINGLE PARKING SPACE FOR THE FACILITY, BASED ON POINT NUMBER 141, AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD OF SURVEY 17271. ELEVATION= 26.52 DA TUM= NGVD 29 SITE ACREAGE GROSS: NET DEVELOPABLE: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA (ONSITE): DECREASE IN IMPERVIOUS AREA: DISTURBED AREA: 11,003 SF (0.253AC) 11,003 SF (0.253AC) 5,919 SF (0.136AC) 4,580 SF (0.105AC) 1,339 SF /0.031 AC) 11,003 SF (0.253AC) EARTHWORK I PROJECT GRADING CUT: FILL: IMPORT: REMEDIAL: 45CY 190 CY 145 CY 780CY MAX CUT HEIGHT MAX FILL HEIGHT: VOLUME OF CUT (PER PRELIM GRADING PLAN).· 45 CY VOLUME OF OTHER EXCAVATIONS: NIA TOTAL GRADED AREA: 11,003 SF (0.253 AC) 45 CY !0.253AC = 178 CY I ACRE 1.4FT 2.5 FT 'PROJECT DOES NOT PROPOSE TO GRADE, ERECT, OR CONSTRUCT INTO OR ON TOP OF A NATURAL OR MANUFACTURED SLOPE WHICH HAS A GRADIENT OF FIFTEEN PERCENT OR MORE, THEREFORE HILLSIDE DEVELOPMENT STANDARDS PURSUANT TO C.M.C. 21.95.140(0)(2) DO NOT APPLY TO THIS PROJECT THESE QUANTITIES ARE APPROX/MA TE AND ARE SUBJECT TO CHANGE BASED ON FINAL ENGINEERING DESIGN AND DETAILING ACCESS JUNIPER AVENUE, A PUBLIC ROAD PREPARED BY PREPARED BY· PASCO, LARET, SUITER & ASSOC/A TES 535 N. HIGHWAY 101, SU/TEA SOLANA BEACH, CA 92075 PH: (858) 259-8212 ENGINEER OF WORK TYLER G LAWSON, PE #80356 DATE " o,Ess, s\l G LA 'v No. 80356 Exp. 12/31 /22 CIV\ I- -z C7 C7 "' fsHEErl CITY OF CARLSBAD I SHE3ETS I l..J:..._J TENTATIVE PARCEL MAP TITLE SHEET FOR: PASCO LARET SUITER JUNIPER AVENUE HOMES 295 JUNIPER AVENUE ~ .i¾~~~tl./¾1[[~ San Diego I Solana Beach I Orange County Phone 858.259.82121 www.plsaengineering.com I ENGINEER OF WORK: TYLER G LAWSON DATE: RCE: 80356 OWN BY: BAK CHKD BY: --=--RVWD BY: TGI, C. ~ EX/Sq!~£:~ -· ::-_(:6~FGh,\, • -E~gg~~iifE~ ~-:: --: :. :: ~G w (") 5:~43: ~ (57.5 FG) \ r,--,,...,--r~,...,.,;3rl-=rrJ/_:.._2 __ 0-~-:~,+-t....-4~-----}.lk6:..._5-FG-____ -___ L-J:..... ___ ,Jll ___ ~-:..._;,,_~_r,.:..,,·"'•-"'··~-----------"---~_;,v;_ .. ~~...;l!;._:::-t~~(-~----,ll_~57;._o;;.F_G~':~:.L::i·-·;;,·;::Jk:,",;.·=-;.,ll(..·.;,-----------;;.--,.l::~-... -;.;-~*~t:=~~~;;;Jt::~~4;i!;;;~~,;;;;;;~il/;i.....;.;;;ljl;.··.;;"'._,_.;;_··lll;-;:j_~~·L::::;...Jll:LL~ll',.;...i..~J;;::~¥~J~~L:::..~~~z;j~....ll:...-----------~:.Jli:,;·::::~:7_3~FjG~--:--;.;.-~•;.....;;,\lt._..;....;;ll!::;...;~t:.... ..... ~ ..... ...:,i~·--~~k--:--·-__ 56.4 FS (/) BEGIN /iJEW PCC ---·-, '"'~ CURB 8/ GUTTER IMPROl,'.EMENTS; 1 56.3 TC I 55.8 FL I ·<EXISTING 6" AC WATER ,·:, MAIN PER DWG. 170-6 ·" I ; ,·- ,, ~;~ 1;; >< ~ 56.61 FL C• LA-. ----,::>~ r=7 ~r >< ~~--' " J LA ~ • ~_-f"'%c' 57.2FL / ~-57.4HP ·c; ,....c...c _-. -· --l=_j---I + -x --->< +;: "-r<-, -7 ¾-~ ,----- r-¥-',,,...---l---------+-,----,-------------------t-1-W X I I :.::: 57.1 EG ---,::, T0REMAIN ·:) I .-· 8 ;,~~~ . ~--; PROPOSED 3" --, PVC DRAIN PIPE •"'!55.45 FL ---t-1- 9 55.7 IE e •. ,.,, <h j1j;-;_:-:~;;;r:.:;:~:_~-~l01l''"''·'"''""e;;,;:i.A:,,:::,E>_,l,--:;,~j; 'c'~--.=:-1 V\I ._./2:.:~" ~ 30' I EXISi[ING WATER SERVICE & METER TOBE REMOVED ! EXISTING 6" VG ~ SEWER MAIN PER DWG. 117-2 TO REMAIN (/) 60' I 30' U) 55.8 TC 55.3 FL 55.2FS PROPOSED PCC ""f'-,t--,;._~ DRIVEWAY PER ;< ·:.·,_ o SDRSD G-14A >?!: (I) ' 12 CONNECT TO EXJSTING WATEf/MAIN I vJ 54.7 FS 54.4 TC 53.9 FL SAWCUT EXISTING AC P/4 VEMENT; SEE DETAIL SHEET 3 ' 20' TO TC 9 53.3 IE ENO CURB & GUTTER ! TO MATCH EXITING I IMPROVEMENTS; ' (53.65 TC) '· ·-. . \N .. --_-;_ --+ 9.7% " - £1 54.5 FS 2.0% --- (/) (53.15 FL) ~-,'-.,,""· ·-i£ r--~- 1 EXISTING PCC CURB, --+1~=::!:::::==:::i·k•71~...:3~~ GUTTER, & SIDEWALK ' TO REMAIN CONSTRUCTION NOTES ,,,. C) \,; fg "' 56.2 FS • ___ . 57.2 FS 56.9FG 10.1' LA - 56.4~ FG 54.6BW 11_5• I u- ,..,.__ 56.4 FG • -· ---·· G) EXISTIN"iJFIRE HYDRANT TO REMAIN X 56_.3_T_G~ 54.2 IE >< ·t69 FG 56.4 TG 2 55.9 IE 57.6 FS Bfi/lT OF ROOF bllJE ABOVE (TYP) 57.2 FS 56.9FG UNIT1 ,fF= 57.6 e'AD=56.9 56.9FG 56.5FL 56.9FG 1 : -----------/,: i ' --------------· AC CONDENSER (TYP.) LIMIT OF ROOF _uf,/EAf30VE (TYP.) LA 56.9FG 56.9FG 56.8FS 5 56.7 FS 56.9FG 0 PROPOSED MASONRY RETAINING WALL PER SDRSD C-03 (D PROPOSED 12"x 12"BROOKS BOX @ PROPOSED 4" THICK PCC SIDEWALK PER SDRSD G-07 CONSTRUCTION NOTES PLAN VIEW -PRELIMINARY GRADING PLAN G) PROPOSED DEEPENED FOOTING PER SEPARATE PLANS (I) PROPOSED 6" x 16" PCC FLUSH CURB (J) PROPOSED 6" PCC CURB & GUTTER PER SDRSD G-02 @ PROPOSED TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD STANDARD GS-26, GS-28 (D PROPOSED PERVIOUS PAVERS PER DETAIL SHEET 3 @ PROPOSED 3" PVC (X2) SIDEWALK UNDERDRAIN PER SDRSD D-27 @ PROPOSED 6" SEWER CLEANOUT WITH 12" CAST IRON LID PER CITY OF CARLSBAD S-7 @ PROPOSED 3" WIDE PCC RIBBON GUTTER PER DETAIL SHEET3 @ PROPOSED 1" WATER SEF!VICE, METER, AND BACKFLOW PER CITY OF CARLSBAD STANDARD W-3A 1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION. 2. ALL EXISTING ONSITE STRUCTURES TO BE DEMOLISHED UNLESS OTHERWISE NOTED. 3. ALL EXISTING ONSJTE TREES TO BE REMOVED UNLESS OTHERWISE NOTED 4. ALL ONSITE WATER, SEWER, AND STORM DRAIN FACILITIES TO BE PRIVATELY MAINTAINED. 5. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURES AT MINIMUM OF 2. 0% FOR 10 FEET, AND LANDSCAPE FOR A MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE RECOMMENDATION FROM PROJECT GEO TECHNICAL ENGINEER. SCALE: 1" = 5' HORIZONTAL ·51.2FGO; 56.9EG 56:8 FS 4 56.6 FS 57.0FS 56.7FS ' . ' . 51.2 FG --AC CONDENSER (TYP.) ,_ APPROX. LOCATION WATER SERVICE POC TO BUILDING (TYP.) APPROX LOCATION OF JOINT TRENCH FOR ORY UTILITIES l" r: - I • ' ' ,. ,., f( •• .i ' . :-_,:, •1: :. --- ' -~-, . 57.0 FS UNIT3 FF=57.9. PAD=57.2 PROPOSED PILLAR PER SEPARATE PLANS PROPOSED PCCWALKWAY 57.0FS 57.2FG 57.2 FG 57.9 FS <1 I i LA'; ?- -_-··--;--. ---·:-·--•----- 57.2 FL -· - 57.4 FG 57.0EG -18' - j r r c:------ 57.25TW (57.1 TW@EG) (56.7 BW@EG) ;:, 57.0 TW -(56.5 TW@EG) (56.4 BW@EG) 1 572FG -57.2FG _; I Tix -r::::1-t/'---_.:;-<_'--_--_---_-....,.,;:;.2:_: ------=-=--+-l--1"--5-1_.a_ F,L-""T""----r----_f-';':--• --,5-1.2_F_G....;.~t-l I , .... >< ~+ \~; □ 3$ LA L ---_J < .•. ;. ~ L__ -.:-:: I '-':57.3 T\11,i FG (56.1 BW@EG) Tr 's:_ 7: rJ: t:f?,::::.·r::···r_~----Lr:t -•"'."- 55.4 EG '.:/ 57.2 TW FG (55.2 BW@EG) GRAPHIC SCALE 1"= 5' -5 0 5 10 15 PASCO LARET SUITER ~ #li$$©ti#li'iTIE~ San Diego I Solana Beach I Orange County Phone 858.259.82121 www.plsaengineering.com CITY OF CARLSBAD TENTATIVE PARCEL MAP PRELIMINARY GRADING PLAN FOR: JUNIPER AVENUE HOMES 295 JUNIPER AVENUE OWN BY: BAK I ENGINEER OF WORK: DAlE: CHKD BY: ---,=:--RVWO BY: TGI,, TILER G LAWSON RCE: 80356 SEE SAWCUT AC PAVEMENT DETAIL THIS SHEET Ff_ EXISTING FENCE \ · TOREMAIN \ I ! i PROPOSED 6" PCC CURB & GUTTER PER SDRSD G-2 9.0' 5.0' 10.0' TO PARKWAY I 10.1' / 1.5'. UN/T1 57.6FF UNIT1 23.0' 20.0' DRIVE AISLE PROPOSED PCC RIBBON GUTTER PER DETAIL THIS SHEET, 55.9 FL 1.5' / 12.0' 1.5'. 9.0' PARKING SECT/ONA-A NOTTO SCALE / 9.0' 8.2' TO FACE OF WALL 5.0' 1.5' -.-.i~~9i3%~,~~~~s~s%:,=J~-:-:,:-:·=z-:,==I~-:,=:5:·~~-;9_,;._P~~=D~-~-~---~-~=-~-~--:·s~:,~-~-~-~-H ! ; · , __ 6.6% ---4.1% - UNIT2 57.6FF 56.9PAD P-;:~--:,:-:::·:~-~-:, __ :_:_:_ :, :,.:, :·:: __ :·_~~~=~--=,::·:,;:. :, :-. ::·:;.,:. ,::::~4.:,:::::;_~-t--s_.o_!,__~...:_!:..·o_%_nl !_ ---' EXISTING FENCE \ · TOREMAIN \ I ROW 6.5% ~ 9.0' 5.0' 5.0% -- PARKWAY VARIES VARIES - 60.0' 30.0' -------" ----------------------.------- ! : I -----· : -_-··· i•' ··-··;r--\ :;:;l:;12"~~; --<~ STORM DRAIN PER DWG 170-6 PROPOSED DEEPENED FOOTING;-·· c:..-- ENSURE MINIMUM EMBEDMENT ·- BEN EA TH GRAVEL LA YER ADJACENT TO PERV/OUS PAVERS PER GEOTECH RECOMMENDATION UNIT3 57.9FF 57.2 PAD PROPOSED 6'X16" PCC FLUSH CURB PROPOSED 24'X42" JOINT DRY UTILITY TRENCH PER SDRSDM-15 PROPOSED PERVIOUS PAVERS PER DETAIL THIS SHEET / 10.4' 1.0% :CC" ~-"==· 0 ,.·. / LOCATION OF PRIVATE •. -~\ PROPOSED PRIVATE 6" WATER SERVICE PVC SEWER LATERAL. 47.6 IE SECTION 8-8 NOTTO SCALE 24. O' DRIVE AISLE 3.0' 10.6' PROPOSED PCC RIBBON GUTTER PER DETAIL THIS SHEET. 56.1 FL 7.0% ~-------,- ----------' PROPOSED DEEPENED FOOTING; ENSURE MINIMUM EMBEDMENT BEN EA TH GRAVEL LA YER ADJACENT TO PERVIOUS PAVERS PER GEOTECH RECOMMENDATION ·-· UNIT4 57.9 FF 57.2PAD • I ---· ---__ _:_ __ --~.,,., -----_., " ----. --. ---- DASHED LINE REPRESENTS EXISTING GRADE --------- / 56.5 FL CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-03 9.0' 8.2' TO FACE OF WALL 5.0' 4.1% X : I --' ___,._ --.. . •, : PROPOSED DEEPENED FOOTING: ___ -:: ___ ----. ENSURE MINIMUM EMBEDMENT BEN EA TH GRAVEL LA YER ADJACENT TO PERVIOUS PAVERS PER GEOTECH RECOMMENDATION VARIES _ _ ~EX;STIN~~,:: GAS MAIN PER DWG 170-6 PROPOSED 24"X42" JOINT DRY UTILITY TRENCH PER SDRSDM-15 PROPOSED PERVIOUS PAVERS PER DETAIL THIS SHEET SECT/ONC-C NOTTO SCALE 30.0' 20.0' ~-____ ------· __ -- ! J ------. --' 0 . ..· __ -'I: -____ ~~-~=0\_EXISTl;~~':AC . WATER MAIN PER 170-6 APPROX/MA TE LOCATION OF PRIVATE WATER SERVICE I 10.0' TO PARKWAY 5.5' 4.5' 2.0% - --------· PROPOSED DEEPENED FOOTING; ENSURE MINIMUM EMBEDMENT BEN EA TH GRAVEL LA YER ADJACENT TO PERVIOUS PAVERS PER GEOTECH RECOMMENDATION PROPOSED 4" PCC SIDEWALK PER SDSRSDG-7 PROPOSED 6" PCC CURB & GUTTER PER SDRSD G-2 DASHED LINE REPRESENTS EXISTING GRADE CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-03 X CAP UNIT'\_ PERSDRSD I BW PER PLAN = BOTTOM OF WALL AT FINISHED GRADE 0.5' MIN COVER OVER FOOTING PER SDRSD TYP. PROPOSED PERVIOUS PA VER PARKING; SEE DETAIL THIS SHEET I FENCE PER LANDSCAPE PLANS; COMBINED WALL AND FENCE HEIGHT NOT TO EXCEED 6' FROM LOWEST ADJACENT GRADE 56.9TW FG (55.0 BW@EG) 59.1 (54.9 BW@EG) (53.2 BW@EG) l . \_ EXISTING CMU _ J · WALL TO REMAIN I FENCE PER LANDSCAPE PLANS; COMBINED WALL AND FENCE HEIGHT NOT TO EXCEED 6' FROM LOWEST ADJACENT GRADE 57.2 TW FG (55.2 BW@EG) 59.2 (55.2 BW@EG) (53.5 BW@EG) • -- 1 , \_ EXISTING CMU i \ WALL TO REMAIN . C FENCE PER SE PARA TE LANDSCAPE PLANS; COMBINED WALL AND FENCE HEIGHT NOT TO EXCEED 6' FROM LOWEST ADJACENT GRADE TW PER PLAN= TOP OF WALL AT FINISHED SURFACE TF=TOPOF FOOTING . ~--·. · EXISTING 6" PVC if SEWER MAIN PER ._. . 117-2 TYPICAL DETAIL -RETAINING WALL TYPICAL SECTION -JUNIPER A VE NOTTO SCALE NOTTO SCALE UN/T3 57.9FF 57.2 PAD 3.0' / 17.6' TO FACE OF WALL 12.8' PROPOSED PERVIOUS 1.5' 1.5' PAVER DRIVE AISLE PER DETAIL THIS SHEET VARIES - DEEPEN RIBBON GUTTER TO EXTEND BEN EA TH GRAVEL SECTION; EMBED 6" INTO COMPACTED SOILS (TYP.) ;... ci FL FL+0.1' ( PROPOSED 3' WIDE, 5"THICKPCC RIBBON GUTTER VARIES TYPICAL DETAIL -RIBBON GUTTER 6' X 16" PCC FLUSH CURB OR DEEPENED G-1 CURB APPROVED PERVIOUS PAVERS WI MIN. j" VOID VOID FILLER,/" TOj" (NO.BJ AGGREGATE IN VOIDS NOTTO SCALE BEDDING COURSE-2" THICK Oft'' r ::r .. TOj"(NO.B}AGGREGATE ~ · ' •. • ••. • .' .·-II 11 CHOKERCOURSE-4"THlfKOFf"--4• • 111=11: TOj"(N0.57)CRUSHEDROCK ~ ' 1 '111~ MIN.6"THICKOF¾"~-;,-111-1 •-1· i':-· -j I 1-1 n CRUSHED ROCK U.1 i l==LU~ l I ~ 11 I J SOIL SUBGRADE ~ NOTE: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT. ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRAIN MAY BE REQUIRED TYPICAL DETAIL -PERVIOUS PAVERS 6"PCCCURB& GUTTER PER\ SDRSDG-2 \ NOTTO SCALE 3.0'MIN 2.0'MIN COLD PLANE AND OVERLAY (2" MIN. DEPTH) TO PROVIDE SMOOTH TRANSITION EXTEND BASE 6" BEHIND CURB EXISTING AC PAVEMENT STRUCTURAL SECTION 4" AC OVER 6" CLASS II AB OVER NATIVE SUBGRADE COMPACTED TO 95% REL. COMP. TYPICAL DETAIL -SAWCUT AC PAVEMENT NOTTO SCALE / EXISTING FENCE I/ TO REMAIN ~ .. . . :~,,. '\:_ EXISTING CMU WALL TO REMAIN No. 80356 Exp. 12/31/2 CITY OF CARLSBAD TENTATIVE PARCEL MAP SECTIONS & DETAILS FOR: PASCO LARET SUITER t fo,~~©tifo\il[~ San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com JUNIPER AVENUE HOMES 295 JUNIPER AVENUE I ENGINEER OF WORK: DAlE: TYLER G LAWSON RCE: 80356 OWN BY: BAK CHKD BY: ---RVWD BY: 1jlL A 1 2 3 4 5 6 7 8 9 1 11 1 A B C • " " • . 4 w ~ " . a: " w CL '" -z 0 ::::> -, ,.. • • HARDSCAPE PER CIVILDWGS 4 • 4 TERMINATION POINT OF FENCE AT BUILDING 0 • I • 4 I • 4 I " ·' I • .. ., . " - " 4 0 " I H ' . " I 4 I " ' • D I I I I I I I I I "I I " I I I I I L-- ------------------------- TERMINATION POINT OF FENCE AT BUILDING - PRIVATE RECREATIONAL SPACE PRIVATE RECREATIONAL SPACE (D1----=!AT.r~""'9---=~1'°'l0!_E_C_T_U_R_A_L _S_IT_E_P_L_A_N __ _ B C D E F G H 42'-8" 12'-0" 42'-8" 125.00' (N34' 00' 55" W) --I AC UNIT,~P~ i 1 _____ _. ------, i:;;;i. -----□ _J 6'-0" HIGH WOODEN PEDESTRIAN GATE PER LANDSCAPE DWGS 6'-0" HIGH WOODEN PEDESTRIAN GATE PER LANDSCAPE DWGS PEDESTRIAN WALKTO ACCESSORY GATE (/} co -, - "' b "' ' - 124.95' (N34" 01' 13" W) E WOOD FENCE ON TOP OF RETAINING WALL -----(6'-0" MAX COMBINED HEIGHT OF WALLAND FENCE) PER LANDSCAPE DWGS F G H - J 17'-6" - I K WOOD FENCE (6'-0" MAX HEIGHT) PER LANDSCAPE DWGS L -1 1---------Jlc------------, I I I I I I I I I I I I I PRIVATE RECREATIONAL SPACE -0" I 42" HIGH WOODEN FENCE WITH ---r.-GATE PER LANDSCAPE DWGS HARDSCAPE _Air---PER CIVIL DWGS 5'-0" ~-+~_42" HIGH WOODEN FENCE WITH GATE PER LANDSCAPE DWGS 17'-6" STBK PRIVATE RECREATIONAL SPACE 9 "' N 9 0 N I 1---------Ji;r------------4<" _____ J RETAINING WALL PER CIVIL DWGS 20' 10' 5' 0 J K L M M N p PROJECT DATA PROJECT NAME OWNER PROJECT ADDRESS A.P.N. LEGAL DESCRIPTION JUNIPER BEACH HOMES RREG INVESTMENTS SERIES LLC SERIES 1-039 295 JUNIPER AVE CARLSBAD CA, 92008 204-240-32-00 ALL OF LOT 2 IN BLOCK "R" OF PALISADES NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 25, 1924. EXCEPTING THEREFROM THE SOUTHWESTERLY 65.50 FEEi AND THE SOUTHEASTERLY 105.00 FEEi. MORE FULLY DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER AS DOCUMENT NO. 2007-0321277. SITE AREA GENERAL PLAN DESIGNATION 11,003 SF (0.25 ACRE) R · 23 LAND USE DESIGNATION R -3 AND ZONING MULIPLE FAMILY RESIDENTIAL EXISTING LAND USE MULIPLE FAMILY RESIDENTIAL PROPOSED LAND USE MULIPLE FAMILY RESIDENTIAL LOT CLASSIFICATION RESIDENTIAL UNITS TO BE 4 CONSTRUCTED NUMBER OF LOTS PROPOSED REQUIRED SElBACKS FRONT SElBACK: SIDE SElBACK: 10'-0" 10% LOT WIDTH REAR SETBACK: 20% LOT WIDTH, MIN 10'-0" PROPOSED SETBACKS: FRONT SElBACK: SIDE SElBACK: REAR SElBACK ALLOWED DENSITY PROPOSED DENSITY ALLOWED BUILDING COVERAGE PROPOSED BUILDING COVERAGE BUILDING AREA LANDSCAPE AREA 10'-0" 8'-9" 17'-8" 15-23 DU/ACRE 16 DU/ACRE 6,602 SF (60%) 3,904 SF 11,620SF 3,979 SF MAX BUILDING HEIGHT . 30'-0" WITH MIN 3:12 PITCH 24'-0" WITH LESS THAN 3:12 PITCH PROP BUILDING HEIGHT 29'-11" WITH 3:12 ROOF PITCH REQUIRED PRIVATE 400 SF/ UNIT RECREATIONAL SPACE PROPOSED PRIVATE 401 SF@ UNITS 1 AND 2 RECREATIONAL SPACE 920 SF @ UNITS 3 AND 4 PARKING REQUIRED 10 PARKING PROPOSED UNDEVELOPABLE PER SECTION 21.53.230 12 N/A AVG. DAILY TRAFFIC SEWER DISTRICT 8 TRIPS/ DU x4 DU~ 32ADT CBD WATER SERVICE CMWD SCHOOL DISTRICT CA PROPOSED WATER DEMANDS /GPM/GPD) 250 GPD x 4 DU ~ 1,000 GPD PROPOSED SEWER DENERATION /EDU) 220 GPD x 4 DU ~ 880 GPD PROPOSED DRAINAGE 0.87 CFS PEAK DISCHARGE [CFS) CONSTRUCTION TYPE VA OCCUPANCY R2 S2 -PRIVATE GARAGE CLIMATE ACTION PLAN CONSISTANT W/ ZONING: YES GHG STUDY REQ'D: NO ENERGY EFFIENCY RED: NO PHOTOVOLTAIC REQ: YES KW-DC ROOF MOUNTED: 7.37 kWdc KW-DC GROUND MOUNTED: NONE KW-DC TOTAL PROJECT: 7.37 kWdc ELECTRIC VEHICLE REQ: YES # EV CHARGERS: NONE # EV READY: 4 # EV CAPABLE: NONE HOT WATER REQ: YES TRAFFIC DEMAND MANAGMENT RED: NO N p Q R GENERAL NOTES 1. UNIT 2 SIMILAR TO UNIT 1 (MIRRORED VERSION). 2. UNIT 4 SIMILAR TO UNIT 3 (MIRRORED VERSION). 3. ALL WINDOWS HAVE MINIMUM 2" RECESS, TYP. ARCHITECT CIVIL LANDSCAPE PROJECT TEAM STEPHEN DALTON ARCHITECTS 444 S CEDROS AVE, STUDIO 190 SOLANA BEACH, CA 92075 858.792.5906 PASCO, LARET, SUITER & ASSOCIATES 535 NORTH HIGHWAY 101 SUITE A SOLANA BEACH, CA 92075 858.259.8212 GMP LANDSCAPE ARCHITECTS 4010 SORRENTO VALLY BLVD #200 SAN DIEGO, CA 92121 858.558.8977 SITE PLAN LEGEND ~ P---:-7 ~ ~ D D PROPOSED BUILDING FOOTPRINT HARDSCAPE:CONCRElE HARDSCAPE:PAVERS LANDSCAPE:PLANTERS LANDSCAPE: YARD VICINITY MAP PROJECT LOCATION R z ::S a.. w I- Cf) ....I <( a: => I-0 w I- I 0 a: <( s en LLI :I: C, :c :c u cc LLI m a: LLI a. en -(.) (1) -·-.c u ,.__ <( C 0 --co 0 C Q) .c 0. Q) -Cl) 1 /2021 C\I 0 0 0 I ..- C\I 0 C\I Cf) co ~ o_ 0 t-- C\I 0 0) 0 <( 0 () ,..'.. 0 C\I <( 0 CD C\I Cf) 0... _J 0 a:() 1 2 <( -3 () s::t LU 0 >o <( 9 ..-a: C\I ~~ -a.. ZO ~ Cf) 4 LO- O) C\I C\I 0 0 0 I ..- C\I 0 C\I 0 ::J a.. 5 6 7 (!) 0 ~ o, ID o, ~" ID O ~ N -o, 0) □ <( " ::J O ex:, f--ID (/') . 0:, :r: .. Cf.) (.) ~ 0 <( (!) 0:: LlJ 0 □ coo, LlJ <( "' ozN . <( 12: (/') _J ' s:t O 0:, s:t (/') ID s:t 0:, 8 - 9 PLANNING SUBMITTAL 01 04/28/2021 PLANNING SUBMITTAL 02 06/15/2021 PLANNING SUBMITTAL 03 11 12 A1-1 s 1 2 3 4 5 6 7 8 9 1 11 1 A B C D --------------------- ' ' E F G LINE OF WALL BELOW, TYP ------------------, 9 "' N r I! 8',Q" 11--+---+--+--+----., --- ' I i ~ MASTER BEDROOM 13'-8" X 14'-Q" 3:12 SLOPE 22'-2" 14'-2" ► 3:12 SLOPE 43',8" I! 3:12 SLOPE .. PHOTOVOLTAIC PANELS, TYP 8'-6" 3:12 SLOPE .. 13',0" ELEVATOR ) I I I I I I I I I I z w z :::; I ' I I I 1/ I MASTER BATH f'v' {,--7'-6" WALL HT. OPT. WALL ToJ-- ENCLOSE OFFICE SITTING BEDROOM2 12'-" X 12'-2" / DNt-+--+-+-+-+--+--+-~ I II 7'-6" WALL HT~ --~ ------~ROOF PROJECTION ABOVE 6'-6" WALL HT. 8'-6" 13'-0" 43'-8" ~>---==~A~~:l~r.--. !~'C~~-E _A~(U_N_I_T ~1 )~F_L_O_O_R_P_L_A_N_-_L_EV_E_L_3 __ _ A B C D E F BATH G C ' ' ' ' ' ' ' ' ' ' ~ 'U"' ~·. L CJJI H H J ! ' '° I' c-'.J -"s---":--- 9 N 8" k 2'-0" 1., It ' K L 7'-0" 4'-4" OPEN RAILING I 'I I I ; : ~---+------,,--·-7·! :1 ' ; ! I 13'-4" 2'-Q" I 2'-3" I ,---1---~-------, . , I UP o[ I BEDROOM 3 11'-0" X 11'-11" ENTRY \ • I 17'-2" I 1 I DN I I LIVING 15'-6" X 18'-Q" STORAGE I M ELEVATOR ,''''1✓!! I I I I I I I I I I I I I I I I I I I ,,_· ---;' I I ! : I I I I I I I : ! +----~ 11 I', :: L_ I I I I ' 5'-4" 45'-8" 42'-8" 40',5" N p Q 38'-8" r /LINE OF FLOOR ABOVE 8'-6" 13'-0" \RECESSED LEDGE I ____ J _________________ _, I I I I I I I I I DROPPED BEAM ABOVE~I I I I I ,/\ 11 ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I PANTRY I I I STORAGE---_ J\ I I UNDER STAIRS ~ \ I I RF I l __ f __ l / : SOFFIT ABOVE_-/ I CABINETS I ' : s ' 0 KITCHEN 16'-0" X 10'-0" I I I --~ I I I I, I I ; r -7 --;--\l;!l:• "f' .zl, "1· ·Zl:•" !ii/"'"""""!i:' , ... , •. ·ll!,--•,.ii··ll·l:i·· · ~Zl:-;:i]!· · 8'-6" ; : : : : / it 1 I I I I _, 1 I I I / / I I I I / <-+--+---- { : : : : / , I 1 I I / f ! I I I/ I I POWDER k1----- ' .f7\ (V \_LINE OF FLOOR ABOVE 13'-0" OUTDOOR SHOWER (', ~ l ..... ../ ----------------:-, R r--- 1 1--------------- I +: ___ --"k ~l ELEVATOR LAUNDRY D I i; ,, ,, ' ,, WATER HEATER L .,L TRASH I RECYCLE I GREEN WASTE BINS_) GARAGE 20' -Q" X 22' -0" I I r---------i---------------------, _I I I I -------------.. ' I _____________________________ ! '--LINE OF FLOOR ABOVE 22'-2" 2'-0" 42"-8" 20',6" I 1'-0" (D:-. =~A""'~:1,,.,..r.--, !-='(=-~E_A~(U_N_I_T ~1 )~F_L_O_O_R_P_L_A_N_-_LE_V_E_L_1 __ _ J K L M N p R <( w a.. ~ 1- z ::::> Cl) z ~ a.. a: 0 0 _J LL s U) II.I :E 0 :c :c u c:c LLI m a: LLI a. CJ) t5 (]) ....., ·-..c ~ <( C 0 ....., -CIJ 0 C (]) ..c 0. (]) ....., Cl) 02/11/2021 C\I 0 0 0 I ,-- C\I 0 C\I Cf) co ~ o.__ 0 t-,.. C\I 0 0) 0 <( 0 0' ,-- 0 C\I <( 0 co C\I Cf) a.. ...J 0 0: 0 j-; wo >o <( 9 ,-- 0: C\I WO Cl. C\I -Cl. ZO ~ Cf) l!) ---0) C\I C\I 0 0 0 I ,-- C\I 0 C\I 0 ::::> a.. PLANNING SUBMITTAL 01 /28/2021 LANNING SUBMITTAL 01 /15/2021 LANNING SUBMITTAL 0c A2-1 s 1 2 3 4 5 6 7 8 9 1 11 12 A A ,,,A ~ B ! , , j 13'-0" -' I I I j BATH ( 7'-6" B C LINE OF WALL BELOW, TYP 3:12SLOPE .. D E 3:12 SLOPE F G -----------7 3:12 SLOPE .. I I I I I I I I I I I I I I I l~-------""I PHOTOVOLTAIC PANELS, TYP 3:12 SLOPE ► -, 3:12 .. SLOPE L------------------------7 ----------------------------------- I 8" 45- 8'-6" ! - ' 6'-6" WALL HT. r 7'-6" WALL HT. _______ --=:) ___ _ BEDROOM 2 11'-S"x 12'-0" I J SITTING 15'-Q" X 8'-6" ~-+-+-+-+-+-+-+--iDN I ' 7'-6" WALL HT. 6'-6" WALL HT.-_.- 14'-5 1/2" C D 43'-8" 15'-0" ~ MASTER BEDROOM 13'-6" X 14'-Q" E ·1 '' i I MASTER BATH 20'-8 1/2" F 9'-2" ' i ' ' ' BENCH z w z :J G H , . ' I I H - i b '' ml N' - J ' I' 5'~ ~ ,. . l 1'-0" I 1 '-0" ' K 13'-0" r------------ 1 I I I I I I I I I ~ I I KITCHEN 16'-Q" X 10'-0" PANTRY 7'-6" I ~ I ,LJ! Di -·1 I !, -' 1 - ' ' ' ' ' ' ' ' ' I RF ) ) ) L ,, ., C C C 8'-6" LOW ROOF ~\ D DINING ~' 16'-0" X 11 '-0" L,J ' \__) ~-+--+--+--+--+--+---t---aUP 20'-6" OUTDOOR SHOWER\ M j ' 39'-0" I I :1 I II I I I I I 'I I I I I I I I I I I I I I I I I I N 45'-8" 4'-9" ,, 5'-6" ·1 ' ! ' I ' I I , i I 1 , I I i., -, ~ y '' \ ' \ ' FIREPLACE LIVING 13'-6" X 16'-0" I o f-L--i I ~:------'-'Ii □ . " CLOSET BUILT-INS OPEN RAIL~ DNt--+--+--+-+-+-+-+-+-+-+-+-+-+--l<' / 27'-6" 22'-2" p Q 1'-0" 7'-3" I, 3'-8" I, . , 2'-Q" ' I I I ' -f-i ' ' I ' I - ' JBI i I ' . ' ' I I i ' I I I ' -· ' ' i I ' "' -- ' ! fl' I 'ii 1,--+-+----+ r --·--i ~J--+--, I i ' I I -. I : ' i ' ' i I ··--~ - : I ii Ii I I ! I ' I 'I f--· ,, I I ' I 1'-0' ,, 4'-0" I, 3'-8" , 2'-0" 6'-8" 2'-0" '~ bl C:./ 9 :' ;... I 4 - -7; ,r I I' :I I I· :I I ____ Jj---:: ____ J V !ir: l~C ! L WATER HEATER TRASH / RECYCLE / GREEN WASTE BINS I I GARAGE 20'-Q" X 22'-Q" I ___ ~------------------- "--LINE OF FLOOR ABOVE, TYP , BATH Iii-----'-, LAUNDRY 7 7 -,-,-,-, I I I I I I I J , I -------.-iii \ ' ' \ t. I <-f---1--1--1 up BEDROOM 3 12'-Q" X 14'-Q" l'L]' i I I\\ i ,j I I ,' ',' I I -..+-'I-I! I I I '' I / ,,' ' ,,' I ,I \ \ ,' ENTRY ---1-----0"" -----+--'°4 R r ' ' 20'-6" 18'-8" l---------t---7- 1 2'-6" 1'-ot LEVEL 3: 993 SF 42•_8,, 2,_0,, LEVEL 2: 932 SF -,C--,L------------------------~~~-------------------------~-i(-L EVE L 1: 512 SF CB',:--~~A~~:~IJ~,, !~~~_f_E_B~(~U_N_IT_3~) _F_LO_O_R~P_LA_N~-_LE_V_E_L_1~~-TOTAL: 2,437 SF (NOT INCLUDING GARAGE 471 SF) J K L M N p R s u., C\I LLI 0 0 0 :IE I ,,... C\I 0 C\I C) Cl) co ~ :c o_ 0 I'-- C\I 0 0) 0 <( 0 :c 0' T""" Cl C\I <( 0 u co C\I Cl) a.. C ...J Cl a: 0 <( -LLI 0 """ w 0 0 m ~ 0 I T""" a: C\I WO a: a.. C\I -a.. Z Cl LLI ~ Cl) -I!) C\I A. 0) 0 C\I 0 0 I T""" z C\I 0 C\I ::, Cl :J ~"' 1.T}Eiwb"l'Jt, -, a.. co w a.. ~ I--z :J CJ) z ::s a.. a: 0 0 _J LL Cl) +-' (.) Q) +-' ·-(!) .c 0 ~ a, lO Cll (.) ~ ,.__ lO L. O~N <( -Cl) Cl) 0 <( ,.__ ::J O a:i C t-lO en . ex:, 0 I ,. wo-+-' O<C- cu a:: UJ ~ oa:im 0 UJ <( "' OzN C . <( ~ en ....J - Q) set O ex:, set en lO .c set ex:, ~ Cl. Q) +-' Cl) LANNING SUBMITTAL 01 /28/2021 LANNING SUBMITTAL 02 06/15/2021 1 2 3 4 5 6 7 8 9 10 PLANNING SUBMITTAL 03 11 12 A2-2 s 1 2 3 4 5 6 7 8 9 1 11 1 A B C D E F _J,-_ ________________ _jU,cN'-'IT.!._!_1 _________________ ,,_ FRONT (NORTH) ELEVATION SCALE: 1/4" = 1'-0" ,9'-3"DIFFERENCE IN BLDG PLANES k , (REAR ELEVATION) 'I GUARDRAIL (METAL) SIDE (EAST) ELEVATION SCALE: 1/4" = 1 '-0" A B C D --BUILDING PLANE 4 --BUILDING PLANE 3 PLANE 2 UNIT 3 --SHINGLE SIDING GARAGE DOOR (PEDESTRIAN) STUCCO COLOR 2_) E F G H J K L M N UNIT2 ---_ c:0'-0" HEIGHT LIMIT, TYP ---------~'k- SHINGLE SIDING--- STUCO COLOR 2--- f-I (') --STUCCO COLOR 0 ~ . ro ,__..-,GUARDRAIL (M_ETAL) 9 ~ 6 2 "' ' .. -"' -. "' N DOORS BRICK___,) 0 2' 4' 8' UNIT 1 ---t--METAL TRIM --+--WINDOWS STUCCO JOINT, TYP/ ---VERTICAL SIDING ---- BRAKE METAL G H J K L M N p 0 R GENERAL NOTES 1. UNIT 2 SIMILAR TO UNIT 1 (MIRRORED VERSION). 2. UNIT 4 SIMILAR TO UNIT 3 (MIRRORED VERSION). 3. ALL WINDOWS HAVE MINIMUM 2" RECESS, TYP. FINISH LEGEND ELEMENT STUCC0#1 STUCC0#2 SHINGLE SIDING VERTICAL SIDING FIBER CEMENT PANEL BRAKE METAL AND TRIM DESCRIPTION / COLOR LA HABRA 20/30 FINISH "CRYSTAL WHIT E" X-50 LA HABRA 20/30 FINISH "TUXEDO" 3033L HARDIE-SHING LE STRAIGHT EDGE PANEL "EVENING BLUE'' NATURAL WOOD FINISH COLOR MATCH SHINGLE SIDING COLOR MATCH SHINGLE SIDING s en LI.I ::aE C, ::c ::c u C LI.I m a: LI.I DOORS WHITE A 1----+--------l=m= ... .... 1---t--------ldlmf-z GUARDRAILS VERTICAL POSTS AND PICKETS (METAL) .... WINDOWS WHITE ,__G_A_RA_G_E_D_O_O_R~-C-0-LO_R_M_A-TC_H_D_O_ORS--AN_D_W_IN_D_O_W_S __ _, U -- (VEHICULAR) m _,,,_ GARAGE DOOR BENJAMINMOORE"AZUREWATER"677 . ::" ..... (PEDESTRIAN) --1-------~---------------1 ... BRICK I WHITE =- U) - N 0 0 0 I T"" N 0 N CJ) co ~ o_ 0 " NO 0) 0 <( 0 O' T"" 0 C\I <( 0 a)N CJ) 0.. ....J 0 a: 0 <C-0 ,;;t-wo 0 ~9 T"" a: N WO 0.. N -0.. ZO ~ CJ) LO - O) C\I NO 0 0 I T"" C\I 0 N 0 ::::::> 0.. k 10'-0"DIFFERENCE IN BLDG PLANES 'I (FRONT ELEVATION) (.) Q) ,,,,,-----30'·0" HEIGHT LIMIT , TYP ___ _/ _______ _ --+--DOORS ' '-,--. ;-"<- -·-(!) ..c 0 ~ m "' °' u ~ ,.__ "' 0 . I... ONN <( -mm 0 <( ,.__ w :J u o::i C I-"' I-if) . 0:, 0 .I .. -if) (.) -Cf) -0 <( -cu ci:: UJ ~ O Ill m Cf) 0 UJ <( "' uzN z C . <( g; if) -' . 0 Q) vO"' -tj-if) "' -..c -tj-0:, I--'--' <( C. > Q) -w Cl) .....I f-I w (') □ ~ a: ro X 9 < ' ::; 0 "' ;... 1o -. '" N 0 a: w I->< w I 02/1112021 PLANNING SUBMITTAL 01 04/28/2021 PLANNING SUBMITTAL o; 06/15/2021 PLANNING SUBMITTAL Ge 0 2' 4' 8' - A3-1 p R s 1 2 3 4 5 6 7 8 g 1 11 1 A B C I/ REAR (SOUTH) ELEVATION SCALE: 1/4" = 1'-0" 10'-0" DIFFERENCE IN BLDG PLANES 1 (FRONT ELEVATION ) DOORS--- STUCCO JOINT, TYP SIDE (WEST) ELEVATION SCALE: 1/4" = 1'-0" A B C D E F G H UNIT4 --BUILDING PLANE 4 FIBER CEM ENT PANEL--- SHINGLE SIDING--- VERTICAL SIDING-----BUILDING PLANE 3 WINDOWS--- UNIT2 VERTICAL SIDING,--y-- BRAKE METAL--- D E F G H J K L M N p 30'-0" HEIGHT LIMIT. TYP '---.._STUCCO CO LOR 2 0 8' Q R GENERAL NOTES 1. UNIT 2 SIMILAR TO UNIT 1 (MIRROR ED VERSIO N). 2. UNIT 4 SIMILAR TO UNIT 3 (MIRRORED VERSION). 3. ALL WINDOWS HAVE MINIMUM 2" RECESS, TYP. FINISH LEGEND ELEMENT DESCRIPTION / COLOR STUCCO #1 LA HABRA 20/30 FINISH "CRYSTAL WHITE" X-50 STUCCO #2 LA HABRA 20/30 FINISH "TUXEDO" 3033L SHINGLE HARDIE-SHINGLE STRAIGHT EDGE PANEL SIDING 'EVENING BLUE" VERTICAL NATURAL WOOD FINISH SIDING FIBER CEMENT COLOR MATCH SHINGLE SIDING PANEL BRAKE METAL COLOR MATCH SHINGLE SIDING AND TRIM s en II.I == 0 :c :c u c:c II.I m a: II.I DOORS WHITE Q) a. t-------j-----------------1- WINDOWS WHITE .., GUARDRAILS VERTICAL POSTS AND PICKETS ~ z (METAL) ..., t---------+------i -....... GARAGE DOOR COLOR MATCH DOORS AND WINDOWS -..., (VEHICULAR) me ..., GARAGE DOOR BENJAMIN MOORE "AZURE WATER" 677 (P EDESTRIAN) 1------t-------------------1 - BRICK WHITE c:L. C\J 0 0 0 I ~ C\J 0 C\J Cl) co ~ o---. 0 l'-- C\J 0 en o <( 0 (.) ,.!. 0 C\J <( 0 co C\J Cl) a.. .....J 0 a: (.) <(---. (.)~ w o >o <( 9 ~ a: C\J WO a.. C\J -a.. ZO ~ Cl) -I.() C\J en o C\J 0 0 I ~ C\J 0 C\J 0 :::) a.. -,l,------------------------------"'Uc,N,.,IT__c4,__ ___________________________ ---,tl 1,9'-3"DIFFERENCE IN BLDG PLANES CfJ +-' (..) (I.) METAL TRIM---t~- J K SHINGLE SIDING-~ \.__GARAGE DOOR (PEDESTRIAN) \_____STUCCO COLOR 2 L M l (REAR ELEVATION) 0 N p 30'-0" HEIGHT LIMIT, TYP GUARDRAIL (METAL) >--I (.!) 0 ~ <D . ~ 9 ::e: 0 "" . ' ~ 00 ~ ' "' N 8' +-' co .c 0 ~ Ol l!l Ol (..) ~ r--l!) L-O ~ <'-i <( -OJ Ol 0 <( ": w ::J O ro C I-l!) I-CfJ . ro 0 I .. -Wu~ Cl) +-' 0 <t: co co Ct'. LU o 0 CO Ol (J) 0 LU <( l!l (.)ZN Ol z C . <( r--Cf) _J • 0 (I.) ...-0 ro .... Cf) l!) .c ...-ro I-- <( 0.. Q) > +-' w Cf) ...J w c:r: 0 c:r: w I-X w 02/11/2021 PLANNING SUBMITTAL 01 04/28/2021 PLANNING SU BM ITT ALO, 06/15/2021 PLANNING SUBMITTAL 02 A3-2 R s A B C D E F 1 -',, I 2 --"k- a, "/ f.. "' 3 'is '; l -"" I-I (.'.) D ..J IIJ X 9 < 0 ::; "' '° --' "' N 4 '~ t 9 5 ~I co l -'i,.- 'j,.- 6 UNIT 1 -FRONT {NORTH) ELEVATION SCALE: 1/4" = 1'-0" a 2' 4' 8' 7 8 I-I (!) D ..J IIJ g 9 ~ 0 ::; "' . . ' -aJ -"' N ·t l 1 11 UNIT 1 -REAR {SOUTH) ELEVATION 0 2' 4' 8' SCALE: 1/4" = 1 '-0" 1 A B C D E F G H J K L M N -------------------------------------------------------------------------------------------------- STUCCO JOINT, TYP; DOORS GUARDRAIL (METAL) i,p "' VERTICAL SIDING ' ----------+---------1-----------+'------'",c UNIT 1 -SIDE {EAST) ELEVATION SCALE: 1/4" = 1 '-0" r---~WINDOWS -~BRAKE METAL STUCCO COLOR 1 GARAGE DOOR (PEDESTRIAN) 0 2' 4' 8' ~30'-0" HEIGHT LIMIT, TYP _____________________________________________________________________________ j ___________________ _ SH INGLE SIDING--~ --BRICK UNIT 1 -SIDE (WEST) ELEVATION SCALE: 1/4" = 1 '-0" G H J K t GARAGE DOOR (VEHICULAR) ~STU CO COLOR 2 L 0 M 2' 4' 8' N ' ~ "' ,, Co ' " l C? "' p ~ ~ f.. . t -' ;.. I-I (.'.) D ..J IIJ 0 ~ "' ::; . --' "' N ~ .I 9 co 'j,.- ~ f.. -' ;.. I- I Cl D ..J l:!l 0 ~ "' ::; --' "' N p 0 R GENERAL NOTES 1. UNIT 2 SIMILAR TO UNIT 1 (MIRRORED VERSION). 2. UNIT 4 SIMILAR TO UNIT 3 (MIRRORED VERSION). 3. ALL WINDOWS HAVE MINIMUM 2" RECESS, TYP. ELEMENT STUCCO #1 STUCCO #2 SHINGLE SIDING VERTICAL SIDING FINISH LEGEND DESCRIPTION I COLOR LA HABRA 20/30 FINISH "CRYSTAL WH ITE" X-50 LA HABRA 20/30 FINISH 'TUXEDO" 3033L HARDIE-SH INGLE STRAIGHT EDGE PANEL "EVENING BLUE" NATURAL WOOD FINISH FIBER CEMENT COLOR MATCH SHINGLE SIDING PANEL BRAKE METAL COLOR MATCH SHINGLE SIDING AND TRIM DOORS WHITE WINDOWS WHITE GUARDRAILS VERTICAL POSTS AND PICKETS (METAL) GARAGE DOOR COLOR MATCH DOORS AND WINDOWS (VEHICULAR) GARAGE DOOR BENJAMIN MOORE "AZURE WATER" 677 (PEDESTRIAN) BRICK WHITE R s U) C\J LI.I 0 0 0 == I -,- C\J 0 C\J 0 (J) co ~ :c o_ 0 r--- C\I 0 mo <( 0 :c U ' -,- 0 C\J <( 0 u Ill C\J (J) 0... cc _J 0 a: u <( -LLI u s::t WO m >o <( 9 -,-a: C\J w 0 a: a.. C\J -a.. ZO LLI ~ (J) l!) -a. 0) C\J a., C\J 0 0 -0 .., I -,--z C\J .., 0 .... C\J u = 0 ::::) !-, 0... lit.. CL Cl) ..... () Q) ..... ·-(0 .c 0 ~ en L{) en () ~ I'--L{) 0 . !,,.. QNN r-<( -en en 0 <{ I'-- I-:J () <Xi C I-L{) z en · co 0 . I .. en o -::) ..... 0 <( -co a::: UJ ~ o co en 0 UJ <( L{) (JJ <JzN z C <( ~ en _J • 0 (D .... 0 co ..,. en L{) .c .... co I--a. <( (D > ..... w (f) _J w a: 0 02/11/2021 PLANNING SUBM ITTAL 01 04/28/2021 PLANNING SUBMITTAL O, 06/15/2021 PLANNING SUBMITTAL Oc sheet A3-3 s A B C D E 1 WINDOWS 2 SHINGLE SIDING STUCO COLOR 2 3 4 5 BRICK 0 2' 6 UNIT 2 -FRONT (NORTH) ELEVATION SCALE: 1/4" = 1 '-0" 7 8 g 1 11 0 2' UNIT 2 -REAR (SOUTH) ELEVATION SCALE: 1/4" = 1 '-0" 1 A B C D E i 'VERTICAL SIDIN~ STUCCO CObOR 1 GUARDRAIL (METAL) 4' 8' 4' 8' F ',.- 'le- I ' 0\' 9 f.. "' . ' I' --' -,, ' b 9 ' 0, "' ';-l -' ' 9 ~ "' "' -l ;- ' ,, b b co "' ~~+ F 9 "' f-I " 0 _J a:, ~ ::;; ' --' 0, N f-I " 0 _J a:, ~ ::. --' 0, N G H J DOORS STUCCO JOINT, TYP UNIT 2 -SIDE (WEST) ELEVATIO N SCALE: 1/4" = 1 '-0" K VERTICAL SIDING BRAKE METAL L '----_STU CO COLOR 2 GARAGE DOOR (PEDESTRIAN) M 0 2' N p r ~ 9 f.. "' ,, ~ l l 9 . 9 0, "' ~1 'le- ~ ;,, --' "' i-- 4' 8' ~30'-0" HEIGHT LIMIT, TYP --------------------------------------------------------------------------------------_/~---------- ' -' -• - . 9 b 0, co ' ' l ---' ' GARAG E DOOR (VEHICULAR) 0 2' 4' 8' UNIT 2 -SIDE (EAST) ELEVATION SCALE: 1/4" = 1 '-0" G H J K L M N Q R GENERAL NOTES 1. UNIT 2 SIMILAR TO UNIT 1 (MIRRORED VERSION). 2. UNIT 4 SIMILAR TO UNIT 3 (MIRRORED VERSION), 3. ALL WINDOWS HAVE MINIMUM 2" RECESS, TYP. FINISH LEGEND ELEMENT DESCRIPTI ON I COLOR STUCCO #1 LA HABRA 20/30 FINISH "CRYSTAL WHITE" X-50 STU CCO#2 LA HABRA 20/30 FINISH "TUXEDO" 3033L f-SHINGLE HARDIE-SHINGLE STRAIGHT EDGE PANEL I " SIDING "EVENING BLUE" 0 _J a:, VERTICAL NATURAL WOOD FINISH ~ SIDING ::;; . FIBER CEMENT COLOR MATCH SHINGLE SIDING -' PANEL 0, N BRAKE METAL COLOR MATCH SHINGLE SIDING AND TRIM DOORS WHITE WINDOWS WHITE GUARDRAILS VERTICAL POSTS AND PICKETS (METAL) GARAGE DOOR COLOR MATCH DOORS AND WINDOWS (VEHICULAR) GARAGE DOOR BENJAMIN MOORE "AZURE WATER" 677 (PEDESTRIAN) BRICK WHITE f-I " 0 _J al ~ ::;; . -' 0, N p R s en C\J LI.I 0 0 0 == ' ..- C\J 0 C\J 0 Cl) co 2 ::c 0 -0 ...... C\J 0 (j) 0 <( 0 ::c 0 I ..- 0 C\J <( 0 u co C\I Cl) a.. c:c _J 0 rr. 0 <( -LLI 0 s:j" w 0 0 m > 0 <( I ..-rr. C\J w 0 a:: a.. C\J -a. Z O LLI ~ Cl) LO -a. (j) C\J a., C\I 0 0 0 ..... I ..--z C\J .... 0 C\J = 0 ::, ..., a. C, ~ =- ~~i ✓1 § <,,, \ \ I* t' No. C25166 21*) \'!!,, I 1 ~~~~/ Cf) +-' u Q) +-' (0 ..c 0 ~ o, LD en C.) ~ r,.. LD C\J !.... O~N <( -0, 0, I- D <{ r--::::, () o:i C I-LD z en • co 0 I .. c,j l) -=> +-' 0 <{ ;; ro et: w 0 D aJ en CJ) 0 W <{ LD ()Z N z C ' <{ g: en _J • 0 Q) " 0 co " en "' ..c " co I--'-' <( Q. > Q) +-' w (f) ....J w 0: 0 0: w ~ w 02/11/2021 PLANNING SUBMITTAL 01 04/28/2021 PLANNING SUBMITTAL m 06/15/2021 PLANNING SUBMITTAL O, sheet A3-4 s A B C D E 1 2 :ER CEMENT PANEL-- SHINGLE SIDING-- VERTICAL SIDING -- 3 4 5 6 UNIT 3 -FRONT (SOUTH) ELEVATION SCALE: 1/4" = 1'-0" 0 2' 7 ----------- 8 g 1 11 UNIT 3 -REAR {NORTH) ELEVATION 0 2· SCALE: 1/4" = 1 '-0" 1 A B C D E F ------------'k- ';-'1, ;... 4· 8' '!,.- 'k- '-? ~ f.. "' ~l '!,.- 0 9 '" "' -------->(,, ~ ~- 4' 8' ·' - F 9 "' f- I 0 0 --' "' ~ f-I 0 0 --' "' ~ ::; ' --' "' N G H J K L M --SHINGLE SIDING GUARDRAIL (METAL) GARAGE DOOR (PEDESTRIAN) STUCCO COLOR 2 UNIT 3 -SIDE {EAST) ELEVATION 0 SCALE: 1/4" = 1 '-0" STUCCO JOINT, TYP GARAGE DOOR (VEHICULAR) UNIT 3 -SIDE (WEST) ELEVATION 0 SCALE: 1/4" = 1 '-0" G H J K L M N p ----METAL TRIM ----WINDOWS -----------'"-- 2' 4' 8' T I C? "' I • -' ;... L..30•:o• HEIGHT LIMIT, TYP '!,.- ' '? f.. Co ' "' ~~--' ;... 0 0 '" "' ' :.. ' ..,1 :;... ' 2' 4' 8' N p f-I 0 0 --' "' ~ 'k- f-I 0 0 --' "' ~ ::; ' --' "' N Q R GENERAL NOTES 1. UNIT 2 SIMILAR TO UNIT 1 (MIRRORED VERSION). 2. UNIT 4 SIMILAR TO UNIT 3 (MIRRORED VERSION). 3. ALL WINDOWS HAVE MINIMUM 2" RECESS, TYP. FINISH LEGEND ELEMENT DESCRIPTION I COLOR STUCCO #1 LA HABRA 20/30 FINISH "CRYSTAL WHITE" X-50 STUCCO #2 LA HABRA 20/30 FINISH ''TUXEDO" 3033L SH INGLE HARDIE-SHINGLE STRAIGHT EDGE PANEL SIDING "EVENING BLUE' VERTICAL NATURAL WOOD FINISH SIDING FIBER CEMENT COLOR MATCH SHINGLE SIDING PANEL BRAKE METAL CCLOR MATCH SHINGLE SIDING AND TRIM s en LU :a: C) ::c ::c u C LU m a: LLI mA. c:::=-:::--t--::-:----------1:::::- DOORS WHITE wINDows WHITE .... GUARDRAILS VERTICAL POSTS AND PICKETS = :z (METAL) .... t--------+-------1 -...... GARAGE DOOR COLOR MATCH DOORS AND WINDOWS -.....- (VEHICULAR) ma -, GARAGE DOOR BENJAMIN MOORE "AZURE WATER" 677 (PEDESTRIAN) t------+--------------1 ..__ BRICK WHITE -CL en ..... () Q) ..... .c () !.... ct) <( I-C -z 0 ::::) ..... ro Cl) 0 z C 0 Q) .c I-c::( Cl. Q) > ..... w (J) _J w a: 0 02/11/2021 C\I 1 0 0 0 I ..- C\I 0 C\I (/) co ~ o---.. ~ I'--2 0 0) 0 <( 0 O' ..- 0 C\I <( 0 ca C\I (/) a.. ....J 0 a: 0 <( -3 0 '<j" w o >o <( 9 ..-a: C\I W O a.. C\I -a.. Z O ~ (/) LO ---.. 0) C\I C\I 0 0 0 I ..- C\I 0 C\I 0 ::> 4 a.. 5 6 7 (£) 0 ~ o, LO o, ~ ,.._ "' O~N -0, 0, 0 <{ ,.._ :i O a:i f-"' U) . co .I .. U) 0 -0 <{ - Cl'. w ~ 0 Jll 0, w <{ "' 8 OZ"' <{ ~ U) ....J • st O co st (/) "' st co - g PLANNING SUBMITTAL 01 04/28/2021 PLANNING SUBMITTAL 02 06/15/2021 PLANNING SUBMITTAL 03 11 eet 12 A3-5 R s A B C D 1 FIBER CEMENT PANEL-- DOORS--- 2 3 4 5 6 UNIT 4 -FRONT {SOUTH) ELEVATION SCALE: 1/4" = 1 '-0" 7 8 9 1 11 UNIT 4 -REAR {NORTH) ELEVATION SCALE: 1/4" = 1'-0" 1 A B C D D 0 E 2' 4' 8' 0 ,;, '? "' F 0 ,;, ------------''s.- 2' E ------~-'-c-,-' 4' B' b ,;, -_, - F f--:c (9 0 --' "' f--:c (9 0 --' "' ~ :::; --' 0) N G H J METAL TRIM---- WINDOWS STUCCO COLOR 1----1..._ UNIT 4 -SIDE {WESTl ELEVATION SCALE: 1/4" = 1 '-0" UNIT 4 -SIDE {EAST) ELEVATION SCALE: 1/4" = 1'-0" G H J K SHINGLE SIDING-- GARAGE DOOR (PEDESTRIAN) STUCCO COLOR 2 L M N GUARDRAIL (METAL) 0 2' 4' .,,,-,- -_ ..C.__30'-0" HEIGHT LIMIT, TYP B' b ,;, "' ,;, 0 ,;, "' f.. p ---+---------l-------+--------------+-----'-----'~-----.--------- ";" \STUCCO JOINT, TYP GARAGE DOOR (VEHICULAR) 0 2' K L M 4' B' N 0 _, "' 9 "' f--I (9 0 --' "' ~ ::; f--:c (9 0 --' "' ~ :::; p Q R GENERAL NOTES 1. UNIT 2 SIMILAR TO UNIT 1 (MIRRORED VERSION). 2. UNIT 4 SIMILAR TO UNIT 3 (MIRRORED VERSION). 3. ALL WINDOWS HAVE MINIMUM 2" RECESS. TYP. FINISH LEGEND ELEMENT DESCRIPTION / COLOR STUCCO #1 LA HABRA 20/30 FINISH "CRYSTAL WHITE" X-50 STUCCO #2 LA HABRA 20/30 FINISH "TUXEDO" 3033L SHINGLE HARDIE-SHINGLE STRAIGHT EDGE PANEL SIDING "EVENING BLUE" VERTICAL NATURAL WOOD FINISH SIDING FIBER CEMENT COLOR MATCH SHINGLE SIDING PANEL BRAKE METAL COLOR MATCH SHINGLE SIDING AND TR IM s en LLI :ii C) :z: :z: u C LLI m II: LLI a) ~ f-----+----------------1- DOORS WH ITE WINDOWS WHITE .... ~~-;-;;:;::::::=----;::::::;:=-==:::::::------l•==='-z GUARDRAILS VERTICAL POSTS AND PICKETS (METAL) GARAGE DOOR COLOR MATCH DOORS AND WINDOWS U = (VEHICULAR) a)c:, -, GARAGE DOOR BENJAMIN MOORE "AZURE WATER" 677 (PEDESTRIAN) 1-----+--------------l .___ BRICK WHITE -CZ. (/) z 0 ~ w _j w a: 0 CJ) +-' u (I) +-' ·-.c u !... <t: C .8 ro 0 C Cl) .c Q.. Cl) +-' (f) 02/11/2021 C\J 0 0 0 I -,- C\J 0 C\J Cf) CX) ~ o..__ 1 0 r--. C\J O 2 0) 0 c'.§9 -,- 0 C\J <:( 0 co C\J Cf) a.. ....J 0 a: 0 <:( ----3 0-s:t- w ~ o 0 0 I -,- 0: C\J WO a.. C\J -a.. ZO ~ Cf) I!) ----4 0) C\J C\J 0 0 0 I -,- C\I 0 C\I 0 ::> a.. 5 6 7 8 9 PLANNING SUBMITTAL 01 04/28/2021 PLANNING SUBM ITTAL 02 06/15/2021 PLANNING SUBMITTAL 03 11 shee 12 A3-6 R s A B C D E F G H J K L M 1 2 3 4 5 6 G)f--~~=~~E~~.3~~5P_E_C_T_I_V_E_V_I_E_W_-_N_O_R_T_H_E_A_S_T __ _ ~2\ PERSPECTIVE VIEW -NORTHWEST r ? ·)~~,--------------\_::_,; SCALE• 1•365 7 8 9 1 11 3 PERSPECTIVE VIEW -SOUTHEAST fA4\ PERSPECTIVE VIEW -SOUTHWEST I )r---==~~---------------~ SCALE• 1 •3.65 1 A B C D E F G H J K L M N p Q A N p R s en LLI :::a5 C, ::c C\I 0 0 0 I T- C\( 0 C\I Cl) CX) ~ a_ 0 t---C\J 0 0) 0 <( 0 ::c 0~ 0 C\J ,. .. <( ~ --ffi a... C ....JO a: 0 <( -l ■■Os::t -wg m ~~ a: C\J WO • a... C\J -a... ZO ... ~(/) -L{)- a., ...., A. ~ g 0 I T- Cf) w > l-o w a.. Cf) a: w a.. a: 0 Cl) t5 Q) ...... C Q) .c Q_ Q) ...... Cf) 02/11/2021 C\J 0 C\J 0 :::> a... PLANNING SUBMITTAL 01 04/28/2021 PLANNING SUBMITTAL 0, 06/15/2021 PLANNING SUBMITTAL 01 eet A3-7 s A 1 2 3 4 5 6 7 8 9 1 11 1 A B C D E F -----------_ ----____ ----_ .. --------_ -___ ------______ ~30'-0" HEIGHT LIMIT MASTER BATH LIVING FLOOR FRAMING, TYP BATH LAUNDRY SLAB i --i ! I-I --- ' ,,- ! ! ,- _ , , __ j SITTING ENTRY ,--; : i i ---- I - ELEVATOR ELEVATOR ELEVATOR I --·· PROPOSED GRADE ,-- ' -- ~30'-0" HEIGHT LIMIT ---------------------------------------------------------- I . I MASTER BATHROOM LAUNDRY -, : ----I i i -=-~:-, , _ ' ' ' !i=i __ i _, ,_ ' ----I B C MASTER BEDROOM LIVING FLOOR FRAMING, TYP BEDROOM3 ,_ ! ! I i ---! ! -, -, ,_ _,' ,-, I i ,_, -, -i ,-, ,-!1,-1 D j __ ' E PROPOSED GRADE ' j: w 5 CL I-I w ' 5 CL 9 1n 1-i Ii w h "'' ...J CL q, f-- 0 I- "' _, I "'1 I-I w !,: ...J CL 9 a, I-I w 5 CL F I- I ('.) 0 ...J al 1- 2 ::J I-I ('.) ill I t: 2 ::J j: ('.) w :c G -, :_, --I DECK ' _, H MASTER BEDROOM BEDROOM 3 ! i ---I I i , ---- ! I ' I i I --- J LIVING ' ' ---' ---i K L MASTER BATH SITTING DINING FLOOR FRAMING, TYP LAUNDRY ·1-· '_, ; ' ! -, ; __ , i : ,_, ! L i -----' GARAGE ,-- ,:= ! i --,_' ,- ' ,-: ·1-·· I-'!. ' ' ,- . ' _, -' ,_ , _ ,- ' -- M CLOSET KITCHEN ' : ! -, BATH i __ ,--' ' -·---' ', __ ' -, FAU N PROPOSED GRADE ,,-------30'-0" HEIGHT LIMIT I-I w 5 CL 1- ~I I-' ::i1' "-, 9' 1n I-I w 5 CL p I-I ('.) 0 ...J al ~ 2 I-~ ::J I-I ('.) ill :c 9 a "" -------------------------~---------------------------------------------------------1--=~~··~-=-=-~-~-~~==~-*' !' 11=11 --1' •=1 ' ' ' ,- I -' ' ' ·--' I _ , G ,- ' BEDROOM2 KITCHEN ,- ,-, --' - !i-ii __ _ -, H GARAGE -, ,- I I i' - i I ,_]' -I __ i I j ! J SITTING DINING -, ,- : ·--- -----! MASTER BEDROOM LIVING FLOOR FRAMING, TYP BATH -----' ' _, _, , _ K I i ----! i '----: i : ----- SLAB I ' ,_, L BEDROOM3 ,-' MASTER BATH DECK ' -----,_ M 1-:c w 5 CL ~ r-- r=' "' _, ' "'' i -----------~ PROPOSED GRADE ,_ N ~ ' a- I-I ~ CL 1-:c ('.) 0 ...J al ~ 2 p 1, 2. 3, Q R GENERAL NOTES UNIT 2 SIMILAR TO UNIT 1 (MIRRORED VERSION). UNIT 4 SIMILAR TO UNIT 3 (MIRRORED VERSION). ALL WINDOWS HAVE MINIMUM 2" RECESS, TYP. R ;{:t~i, __ , ~..2'¾:'.~'i/ .:.~.;]!!!"~' ~1&;;! '~ ~,);, ~-;:;t."i !'~·,-,, f.,i;,;:\!i' l,K' t~i.lt! ,1~~1 itr;A!!'.!ai Cl) z 0 -l-o w Cl) CJ z -0 _J -:::) (0 s en LLI :a: 0 :c :c u C LLI m a:: LLI a. z ::, ...., Cl) ..... (.) (]) ..... ·-.c e <( C 0 ..... -co 0 C Q) .c a. Q) ..... CJ) C\I 0 0 0 I ,... C\I 0 C\J Cl) co ::;E o_ 0 r-,... C\J 0 0) 0 <( 0 O' ,... 0 C\J <( 0 CD C\J Cl) a.. .....I 0 a: 0 <C-0 "'1" wO >o <( 9 ,... a: C\J WO a_ C\J -a_ Zo ~ Cl) LO- O) C\J C\J 0 0 0 I ,... C\J 0 C\J 0 :::) a_ ,ti!>l10211112021 ~t:il,!!iPLANNING SUBMITTAL 01 ,~lf11j'.!D4/28/2021 !;\(fftSi~PLANNING SUBMITTAL 02 . 06/15/2021 PLANNING SUBMITTAL 03 A4-1 s 1 2 3 4 5 6 7 8 9 1D 11 12 TERMINATION POINT OF FENCE INTO BU ILDING-~ (J) ('.J ti R.O .W I f---------1 G G G (/) ~ ('.J I ('.J I CURB~Curm; /~!PRtf:I~~ W>'ff::: !\'MOR N"i,.1; O~G 1,,:-0 ro REW./.V \HI (/) CONCRETE PEDESTRIAN WALK TYP. ,,_'.:: I I EXIST/1/Cii"IC-" Cl) SEl'F-R/Jl,m w ('.J V :::::> (/) z w l'.l_________._ G ~ ~ (J) ·:,::, '\. ('.J ('.J a: (/) w 0... -z (/) :::::> I I --, ,o s s G s -$-==i=-!j,;-,.'" -S----- 1 s • . ~ . DRIVE PER CIVIL ENG IN EER +,-1---1- ('.J i (J) (J) ('.J WOOD FENCE ON TOP RETAIN IN G WALL, 6' MAX COMBINED HT. OF WALL & FENCE - SEE DETAIL A/ SHEET LC-02 -6' HT. WOODEN -~ PEDESTRIAN GATE ~ PLANTING AREA TYP. UNIT 1 TYP. UN.IT; rr= = 57.6 ?~D= 56.9 I 'DECORATIVE VEHICULAR PAVING !<~J me a~ 1s-: os:•1g. ,;1 Mfl?'IC ( Si-lAF'IEOSEV~R UlfEIW 1"TY",/ ,,PP.~X lO:.lrKW ~~1 X)Oll, MT!,i;: 5£/l~lC£ r ..:!,_•'Cl; UNIT 2 FF= 57.5 F:?F~ w: . .rwc _, UlrEIW.~) Ai'PROX. LOC,,.T/()11 V/,>.TEfi SEIM:::EPX ~0 ·.n .« f~ Bl/1.Dl>G {TY?,) 9/Sll,VGO,-,CSrJE / 01oc101·~ ro 1:/i./.W. o,s PRO"OSEO UNIT 4 PEfiSEf,>.li",Tf PUJ/5 ors •~~ ,w: / l'Jl1S7WG / r.;o., ~EGi (FFSffC a!.0::X /'i3./BVffEG WlU. T0/1!:JWV I J i /~ ~ _..,.,,---=-----------* I sr, rn'1l'rG p,l.OEVl@ESI '---6' HT. WOODEN -~ PEDESTRIAN GATE RETAINING WALL PER CIVIL ENGINEER '----TERMINATI ON POINT OF FENCE INTO BUILDING I AM FAM ILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS ft.ND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS WILL BE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER AAMEf=' 1-29-21 DATE +NOTE: ALL EXISTING TREES ON SITE WITH LESS THAN 12" CALIPER SIZE ARE TO BE REMOVED, UNLESS OTHERWISE NOTED. ALL TREES ON SITE WITH 12" CALIPER OR LARGER SHALL REMAIN IN PLACE. +NOTE A ROOT BARRIER SHALL BE OVER OR ADJACENT TO ANY UNDERGROUND DRAIN LINES AS A MEANS OF PROTECTION AGAINST ROOT INTRUSION. FINAL LOCATION OF ROOT BARRIER(S) SHALL BE DETERMINED DURING CONSTRUCTION CONCEPT PLANT SCHEDULE • t1 NOTES ACCENT TREE -LOW WATER USE ARBUTUS X 'MARINA'/ MARINA STRAWBERRY TREE PALMS-MODERATE WATER USE SYAGRUS ROMANZOFFIANA / QUEEN PALM LOW SHRUBS -LOW WATER USE AEONIUM X 'MINT SAUCER'/ MINT SAUCER AEONIUM ALOE STRIA TA/ CORAL ALOE ANIGOZANTHOS X 'AMBER VELVET'/ AMBER VELVET KANGAROO PAW DIANELLA CAERULEA 'DBB03' TM/ CASSA BLUE FLAX LILY ROSMAR INUS OFFICINALIS 'TUSCAN BLUE' / TUSCAN BLUE ROSEMARY TALL SHRUBS-LOW WATER USE AGAVE ATTENUATA/ FOXTAIL AGAVE HESPERALOE PARVIFLORA / RED YUCCA WES TR ING IA FRUTICOSA / COAST ROSEMARY TALL SHRUBS -MODERATE WATER USE MUHLENBERGIA CAPILLARIS / PINK MUHL Y GRASS PHORM IUM X 'EVENING GLOW'/ EVENING GLOW NEW ZEALAND FLAX PRU NUS CAROLINIANA I CAROLINA LAUREL CHERRY VINES -MODERATE WATER USE PASSIFLORA VITIFOLIA I RED GRANADILLA GROUNDCOVER SENECIO MANDRALISCAE I BLUE FINGERS 1. ROOT BARRliR SHAll 8E INSTALLED WHERE TREES ARE WITHIN ID' OF ANY ~J\RDSCAPE ELEMENT, SEE ROOT BARRIER DETAIL 24" BOX, L 24" BOX, M 5 GAL, L 5 GAL, L 5 GAL, L 5 GAL, L 5 GAL, L 5 GAL, L 5 GAL, L 15 GAL, L 5 GAL, M 5 GAL , M 15 GAL, M 15GAL,M FLAT, L 2. All SHRUB AREAS WITH DRIP IRRIGATION SHALL RECEIVE A 3' LAYER OF SHREDDED 6~K MULCH. CONTRACTOR SHALL NOT INSTALL BARK MULCH ON SLOPES OVERS' HIGH WITH A SLOPE GREATER THAN 31. CONTRACTOR SHALL SUBMIT BARK MULCH SMIPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DELIVERY. 3. ALL LANDSCAPE AREAS SHOWN WITHOUT GROUNDCOVER OR PLANT MATERIAL SHALL RECBVE A3' LAYER OF SHREDDED BARK MULCH. NO MULCH SH.ALL BE PLACED WITHIN 12' Of THE BUILDING. 4. All SHRUB AREAS TO BE UNDER-PLANTED WITH GROUNDCOVER. SEE PLAN AND LEGEND FOR TYPE AND LOCATION 5. CO~liACT0RSHALL PROVIDE PHOTOS INDICATIVE Of All PLANT MATER~l SPECIES 15 GAL SIZE AND LARGER INQ FOR PLANTER POTS. SUB-STANDARD PL\NT MATERIAL 111ll BE REJECTED ON SITE. ~-CONCRETE CURB PER CIVIL ENG IN EER '----DRAINAGE SWALE PER CIVIL ENGIN EER ----PLANTING AREA TYP. +NOTE ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATIN G IN AN APPROVED DRAINAGE SYSTEM. WOOD FENCE ON TOP RETAINING WALL, 6' MAX COMB IN ED HT. OF WALL & FENCE - SEE DETAIL A/ SHEET LC-02 Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG rj > <D > 1' fi ro N > "' B " u C ~ . "0 0 0 0 gi U') N ·- 0 Q.) 0 0 -~ ;is ~ VI :.JJ C 0 ,._ 0 ,._ "' "' ~ "' . "' 'O "' = "' .!!! 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REVISIONS <.D 0 ~ --------~ --------"' li "' ________ u a ________ '-;:_ 15. --------§ ~ --------3 C --------ii' .,. <.D ________ o DRAWN cc ~ --------= JP ~ --------§ PLOTDATE 05i'14/2021 S,2 JOB NO, 20-0E4 1 C SCALE SEE SHEET ~ .-----------,g LC-01 ..;. gs c', ~ >---'-' w 0 er: CL 0 ~ .__ ______ __.0 SHSET 01 OF 03 ,-. ~ ~ WOOO OR VINYL FENCE WOOD OR VINYL FENCE BUILT INTO RETAINING WALL u, = "' "' oc oc <( <( > i > i >-' >-' r r >-' w >-' w CONCRETE FOOTING u r u r z ~ % ~ w ~ w ~ ~ c2 ~ c2 w w > e; RETAINING WALL PER 0 TAINING WALL PER "' TO SITE "' CMLPLANS ~IL PLANS I,: 1 : 1: : 1: . . . . . . . . . . . . . . . 11=111=1 =-,• 111- TO ADJACENT PROPERTY I llllll~li'llj • 111 i' 111 11t11-lll Ill= J _l 11= =I l=l 1=11 111_111=111_11 =111=11=111 • • 111-11 = Ill Ill Ill_ 111-1113 11-= ,I 11 111 111 111 . 11 [-[[[_ z ~ :5 I 111 111 111 Ill 111-111-11' I 111 111 111 11-ll :_[[l II' a. ~ .==111_111 111-111-111 IW ~ =Il l Ill Ill Ill 111-111~ 5 5 u Jl ill lilll l lill 111-111 111:=-u .11 111 111 111 111-1 I I 111='" w w =111=111=111= 111 111 I w .=111=11 = = [[[-[[[ I w = = u, ~Ill Ill 1113 11 111-111 II ~ 'I 11 11111 t' l 111 111 l llll t' lll ll~I So! 11 111-111 111-111 Ill~ oc 111 i': :I 1111 i' 1111 1111 <( Ill 1113 11 Il l ~I I I~ IT' SECTION Ill Ill-:> >-' 1ll1 11111111'.ll,,,l ljl I 'il _[[[_I r [ [ Ii 111::-' "_JI I ~ :111-· :111-· ~ 3" _, : : : : : : I : : I I . . ... .. .. • •. I . I 6'-10' MAX. SPAN I< \ 1 I WOOD OR 1/INYL FENCE . . I . . : 1: I : : I . . I . . : : I ! I : . . ,--.. . . . . . . . : : : I I . . . . . ' ~-. .. ": ·; • . . . . .. ·.,,. . • . . . · .. • . . .. '• . . . • . .•. .. · . . . ' • . . •· .. "· . I ELEVATION . " = w o2 ,;:: >-' r w u z w ~ ' • . ' = z :5 a. ~ 5 u w w = = w o2 '§c >-' r ~ ~ a! . >-' r ~ ~ c2 w :> 0 i "' . " ' I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS WILL BE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. HYDROZONELEGEND V 'v"l'vV'vV ~ 'v 'v 'v' V 'Q' 'i 'v V 'O"V"V V ZONE 1: HIGH WATER USE LUSH LANDSCAPE NO TURF PROPOS ED IN THESE DOCUMENTS NO POOLS , SPAS OR WATER FEATURES PROPOSED NO HIGH WATER USE PLANT MATERIAL ZONE 2: MODERATE WATER USE LANDSCAPE ALL LANDSCAPE AREAS SHALL BE A COMBINATION OF LOW AND MODERATE WATER USE PLANT MATERIAL ZONE 3: LOW WATER USE NATURALIZED LANDSCAPE LOW WATER USE PLANT MATERIAL IS PROPOSED WITHIN MODERATE WATER USE PLANTING AREAS ZONE 4: VERY LOW WATER USE/SPEC IAL LAND SCAPE NO VERY LOW, NATIVE LANDSCAPE OR SPECIAL LANDSCAPE AREAS PROPOSED IN THESE DOCUMENTS LANDSCAPE AREAS ZONE SQ. FT. LANDSCAPE AREA(%) ZONE 1: HIGH WATER USE LUSH LANDSCAPE ZONE 2: MODERATE WATER USE LANDSCAPE 0 487 278 0% 63% 37% A WOOD OR VINYL FENCING AT RETAINING NAMEB ZONE 3: LOW WATER USE NATURALIZED LANDSCAPE ZONE 4: VERY LOW WATER USE/SPECIAL LANDSCAPE TOTAL LANDSCAPE AREA 0 0% WATER CONSERVATION PLAN MODERATE WATER USE -487 S.F. LOW WATER USE -278 S.F . 765 TOTAL S.F. LANDSCAPED AREA t G-1G___l_G -C . ' r------~ 'W l :) 1 z V ,w 4! - ·~ I I z · ::h--.,_~~ I :) '• I '~-·~ =t=t~= • I • I "'--· - c -c - [ .. ,:: ~~~ " ·-:: I 1-29-21 DATE +NOTE: A ROOT BARRIER SHft.LL BE OVER OR ADJACENT TO ANY UNDERGROUND DRAIN LINES AS A MEANS OF PROTECTION AGAINST ROOT INTRUSION. FINAL LOCATION OF ROOT BARRIER(S) SHALL BE DETERMINED DURING CONSTRUCTION DELINEATION OF MAINTENANCE AREAS FOR EACH HOMEOWNER M•• ,...,,.. ,.,;_,., """' .. ,;::, J -· J I I MAINTENANCE EXHIBIT LANDSCAPED AREAS TO BE MAINTAINED BY OWNER . SIDEWALK TO BE MAINTAINED BY THE CITY OF CARLSBAD 765 100% NOTE ALL LANDSCAPE AREAS ARE PRIVATELY MAINTAINED AND IRRIGATED FROM A SEPARATE WATER METER TO BE PROVIDED. WATER CONSERVATION NOTES 1. WATER EFFICIENT LANDSCAPE SHALL NOT EXCEED TH E MAXIMUM WATER ALLOWANCE PER THE STATE OF CALIFORNIA WATER CONSERVATION It LANDSCAPING ACT. 2. AN AUTOMATIC SMART IRR IGATION CONTROLLER WITH WEATHER ADJUSTING CAPABILITIES SHALL BE UTILIZED. 3. XERISCAPE PRINCIPLES SHALL BE APPLIED. 4. PLANTING SHALL BE GROUPED INTO HYDROZONES FOR EFFICIENT DISTRIBUTION OF IRRIGATION WATER. t c -lG -f-G-G I """'-r--------... I -t~ I "' -. 1-,,~3.-;;;,-f-+-Hi-.c w / -.t..... =.✓ I I WATER USE PLAN POTABLE WATER USE NOTE: NO AREAS SHALL UTILIZE RECYCLED OR GREY WATER OF ANY KIND ON SITE . HYDROZONE NOTE: NOTE: ONLY LOW VOLUME OR SUBSURFACE IRRIGATION +NOTE: ALL LftNDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. Underground Service Alert ALL LANDSCAPE AREAS ARE PLANTED WITH EXCLUSIVELY LOW AND MODERATE WATER USE PLANT MATERIAL AND THEREFORE CONSIDERED OF THE SAME HYDROZONE. IRRIGATION CIRCUITS WILL BE DESIGNED ACCORDINGLY AS WELL AS BEING SEPARATED BY SOLAR ORIENTATION. NO TURF AREAS ARE PROPOSED SHALL BE USED TO I RRI GA TE ANY VEGETATION WITHIN ++NOTE: 24" OF AN IMPERMEABLE SURFACE UNLESS THE (1).15 GAL TREE SHALL BE PROVIDED PER500 S.F. OF SLOPE GREATER THAN 5' VERTICAL AND (1) 15GAL TREE PER 500 S.F. PLUS (1 ) ADDITIONAL5 GAL TREE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED ~ 8cai1i: 1 PER1000S.F.FORSLOPESGREATERTHAN8'VERTICAL. AND CONSTRUCTED TO TO CAUSE WATER TO DRAIN ~ (2). ALL TREES WITH 10' OF ANY WALK, CURB, DRIVE, BUILDING, UTILITY OR HARDSCAPE ELEMENT SHALL RECEIVE 10' OF 48" DEEP ROOT BARRIER UNLESS ENTIRELY INTO A LANDSCAPED AREA. lWOWORKINGDAYS BEFORE YOU DIG ·o s o 10 20 30 !aa! OTHERWISE INDICATED ON THE PLANS. ----1---11111 ~~~N~~.:~,':.,~~:,~::,-= c::::-=::J ---~1 cou:d b8 01her ullJtles present at the WO"ksile. The -~L~(3'.::_l-:AL:'.:.L~SH:_:R~UB~A:_:R~EA~S~SH'.:A:'.:'.LL:_:R~E~Cl~EV~E.::3"~LA~Y~ER~O::F~B::AR:K_:M~UL~C:_H:EX~C~LU~D:_IN~G:SL~OP~E:S~3:~1 A:N~D.::.:ST~E'.::EP~ER:__ _____________________________________________________ ~SC!;ALE::,,2:r:::;•1cr:!_-o· ______ !::~::nte'=~"="-="'"=m=Who=m~=~=~"-=·=· =.I w __, I- I- 1-w w I (/) 1-z w __, ~ () w -, 0 0::: a.. z :5 0... l-o... w (.) z 0 (.) 0:: w a.. :::, .,, 01-C'J n:: -r--a... :Z:<D -<( <.!) :::, C'J C> .= :z: -W ___J<:C 0 I-<C U ::> <( <I'. ::::! . ----:, en 1--w Cf) (/) 0 I- :z: _J w :z z: 0::: -w <( _J ::;;: ::;;: 0 C><l'.<CW LU C> __, (_) n:: -' u z: w :z :z: o z <C =(/) 0:: 0 C'J z: .,, -~ n:: ;;; "' ~ ~ = C)' ..,. '7 C ~ -:: m .e- C ~ ~ C 0 u C ix ..__ ______ _,..,. = = :.::.:REVC:::ISIO:C.:.NS ______ ~ i ________ u 0. ________ l'l § ________ u ID .e- --------§ ~ --------a g ________ & ..,. = --------'? cc ~ DRAWN ________ -;;_ JP ~ --------5 PLOTDATE 06114l2021 S,2 --------~ JOB tJO 2,J-064 --§ SCALE SEE SHEET ffi --------~ LC-02 '? ..,. = ~ ~ ~ UJ ~ 0 0:: 0.. = S:J ..__ ______ _.0 SHEET 07 03 ~ C, >-' CL u.J 1§ '--' "' u.J CL z => ~ z D ~ "' ;g "? ~ u.J '--' :z: D s, I '--' "' c'i z -s 6 "? ;g = 6 1!! &l 3 "' CL ~ "' ~ ::,e <,: WATER CALCULATIONS APPE NDIX f ; WELO WORKSHEETS Maximum Applied Water Allowance A landscape project subject to the Water Efficient Landscape Ordinance shall include the ]\,[A WA for the plans, including the calculations used to determine the l\,fA WA. A landscape pro1ect shall not exceed the MA WA. The ]\,[AW A for a landscape project shall be determined by the following equation: Residential: MAWA = (ETo)(0,62)[(0.55 x LA) + (0.45 x SLA)] Non-Residential: MAWA = (ETo)(0.62)1(0.45 x LA) + (0.55 x SLA)] The abbreviations used in the equation have the following meanings: MAWA ETo 0.62 0.55 or0.45 LA 0.45 or 0.55 SLA Maximum Applied Water Allowance in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot. ET adjustment factor (ETAF) for plant factors and inigation efficiency. Landscaped area includes special landscaped area in square feet. The additional ET adjustment factor for a special landscaped area (1.0 -0.55 = 0.45 or 1.0 -0.45 = 0.55) Special landscaped area in square feet. Show Calculation: (ETo)(.62)[(.55 X 765) + (.45 X SLA)] (40)(.62)[(.55 X 765) + (.45 XO)] 24.8 [(470.75) + 0 MAWA= 10,434.6 Maximum Applied Water Allowance = _1_0_,~4_3_4_.6 ______ gallons per year City of carlsbad Landscape Manual APPENDIX F : WELO WORKSHEETS Estimated Total Water Use A landscape project subject to the Water Efficient Landscape Ordinance shall include the E1WU for the plans, including the calculations used to determine the E1WU. The ETW1J for a proposed project shall not exceed the MAWA. The following equation shall be nsed to calculate the E1WU for each landscaped area and the entire project: The abbreviations used in the equation have the following meanings: ETWU ETo 0.62 PF HA IE SLA Estimated total water use in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot Plant factor from WUCOLS Hydrozone Area in square feet. Each HA shall be classified based upon the data included in the landscape and inigation plan as high, moderate, low, or very low water use. Irrigation Efficiency of the irrigation method used in the hydrozone. Special landscaped area in square feet. City of Carlsbad Landscape Ma"..~ual APPENDIX F ; WELO WORKSH EETS Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. I CITY OF CARLSBAD ESTIMATED TOTAL WATER USE TWU Evapocranspiration Rate o* Process Step N o. elow 1 Hydrozone Number (1 -5 "';th SU\ Zone BcJow-use as many tables as neccss · to com lctc all h drozoncsl 2 3 4 5 40 I Conversion Factor 2 0.62 (S tep I x Step 2) Plane Factor (PF)'"'* (From WU COLS) (VL W -HW) 0.1 -0.8 Area. ofHydrozone (sq. fc.) (HA (Step 4 x Step 5) Irrigation Efficiency (lE)*** (Step 6 -c-Step 7) (fotalAll Step 8 + Total SL.A s . ft in Ste 5) (Step 3 x Step 9) Estimated Total Water Use .in gallons per year (ETWU) -Tow shall not exceed :yfA WA ETo* West ofI-5 =40.0 3 24.8 4 5 6 7 8 9 408.63 10,134 10 East of 1-5 and West of El Camino Real= 44.0 East of El Camino Real = 47.0 Apph'cant may provide a different ETo if supported by documentation subject to approval by the City Planning Division ** Plant Factor & W:;rter Use 0.1 = VLW-Ve-.ry Low Water Use Plants 0.3 = L W -Low Water Use Plants 0.5 = 21.JW' -Moderate Water Use Plants 0.8 = HW -High Water Use Plants .5 .3 487 278 243.5 83.4 .8 .8 304.38 104.25 ,,,,um J,iicro-spray = .80 Spray=.72 Rotor=.72 MP Rotator = .75 Bubbler = . 75 Drip=.80 City of Carlsbad Landscape Manual 1D 5 0 10 21) 30 ................... Underground Service Alert @811 TWO WORKING DAYS BEFORE YOU DIG ''CALITION": Remembe:r1hat 1he USA Center notifies only trose utilities belonging 1o the CH1tar. There could be othor utilities present at me work site. The certW'MII ilTKllTTl you of whom they 'Mll notify. "" ~L------------------------------------------------------·~ SCALE: 1"•10'-0" u > cri >, ru < > 0 C N oi '" " u ~ 0 6 Q O Ol lf1 N -~ co 0 C ·3 ~ " "' "' ~ ~·a. w __J I- I- 1-w w ::r:: (/) 1-z w __J g l-o w --, 0 n::: 0... E CJl z <( _J Cl. l-o.. w 0 z 0 0 0:::: w a_ :z ::::::> ---:, :z 0 (_) :z 0:::: .._ _______ _,;;,; = REVIS'ONS 6 -------------~ ! -------------ci. i'l C 8 -------------1l_ -------------"§ ~ C 8 C -------------0: = <D -DRA-,,-----------c-c ~ -------------'E. APPROVED JP ~ -------------§ PLOiOATE C6/14l2D21 ~ -------------ts JDB NO. 20-054 -{g C SCALE SEi:SHEET ~ .-------------,9 = = 0 6 LC-03 ~ Ct'. CL ~ '-----------' ci SHEi:T Ol OF 03