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HomeMy WebLinkAboutCDP 2018-0038; ALLANSON-SELVIDGE CARLSBAD RESIDENCE; Planning Commission_J ___ ....::A.._ __ ---1, ____ B ___ __._ ___ ~C __ _ ABBREVIATIONS (E) EXISTING MAX MAXIMUM ABV ABOVE MDF MEDIUM DENSITY FIBERBOARD 1 AC ACOUSTICAL MECH MECHANICAL ACC ACCESSIBLE MIN MINIMUM ACT ACOUSTICAL CEILING TILE MIR MIRROR AD AREA DRAIN MNT MOUNTED ADA AMERICANS WI DISABILITIES ACT MO MASONRY OPENING ADD'L ADDITIONAL MS MOP SINK ADJ ADJUSTABLE MTL METAL -AFF ABOVE FINISH FLOOR MTR METER ALUM ALUMINUM MTRL MATERIAL AN ANODIZED MUL MULLION AP ACCESS PANEL NIC NOT IN CONTRACT APPROX APPROXIMATE NOM NOMINAL ASYM ASYMMETRICAL NTS NOTTO SCALE BATT BATTING 0/ OVER 2 BD BOARD 0/FL OVERFLOW DRAIN BLDG BUILDING oc ON CENTER BLW BELOW OD OUTSIDE DIAMETER BM BEAM OPNG OPENING BO BOTTOM OF OPP OPPOSITE BTWN BETWEEN OSGI OWNER SUPPLIED CONTRACTOR BUR BUILT-UP ROOFING INSTALLED BYD BEYOND OVHD OVERHEAD CAB CABINET PART PARTITION CEMT CEMENTITIOUS P-LAM PLASTIC LAMINATE GIP CAST IN PLACE PLSTR PLASTER CJ CONTROL JOINT PLT PLATE CL CENTER LINE PLYWD PLYWOOD 3 CLG CEILING PNT PAINT(ED) CMU CONCRETE MASONRY UNIT PR PAIR CNTR COUNTER PREFIN PRE-FINISHED CONG CONCRETE PV PHOTOVOLTAIC CONT CONTINUOUS PWDR POWDER CORR CORRIDOR R RADIUS CPT CARPET RAG RETURN AIR GRILLE -CTR CENTER RB RESILIENT BASE DBL DOUBLE RCP REFLECTED CEILING PLAN DF DRINKING FOUNTAIN RD ROOF DRAIN DIA DIAMETER REIS RE-SAWN DS DOWNSPOUT RECSS'D RECESSED DTL DETAIL REF REFERENCE DWG DRAWING REFL REFLECTED 4 EA EACH REFRIG REFRIGERATOR EJ EXPANSION JOINT REQ'D REQUIRED EL ELEVATION RES RESILIENT ELEC ELECTRICAL RF'G ROOFING EMER EMERGENCY RM ROOM EP ELECTRICAL PANEL RMC RECESSED MEDICINE CABINET EQ EQUAL RO ROUGH OPENING EQPT EQUIPMENT RP RAISED PANEL EX EXISTING RR RESTROOM EXT EXTERIOR SC SOLID CORE FA FIRE ALARM SCHED SCHEDULE FAG FIN FACTORY FINISH SECT SECTION FAU FORCED AIR UNIT SH SHELF 5 FC FIBER CEMENT SHT SHEET FD FLOOR DRAIN SHT'G SHEATHING FEC FIRE EXTINGUISHER CABINET SHWR SHOWER FF FINISH FLOOR SIM SIMILAR FG FINISH GRADE SIP STRUCTURAL INSULATED PANEL FIN FINISH SMF SHEET METAi FLASHING FL FLUORESCENT SPEC SPECIFICATION -FLR FLOOR ss STAINLESS STEEL FLR SNK FLOOR SINK SSG STRUCTURAL SILICONE GLAZED FLSH'G FLASHING STD STANDARD FO FACE OF STL STEEL FR FRENCH DOOR STRUCT STRUCTURAL FRP FIBER REINFORCED PLASTIC SUSP SUSPENDED FS FINISH SURFACE SWM SELF-ADHERING WATERPROOF 6 FT FOOT OR FEET MEMBRANE FTG FOOTING T&G TONGUE & GROOVE FURR FURRING TB TOWEL BAR J. I GA GAUGE TEL TELEPHONE I GALV GALVANIZED THRESH THRESHOLD GC GENERAL CONTRACTOR TO TOP OF l GL GLASS TPH TOILET PAPE HOLDER -GYP GYPSUM TS TUBE STEEL HS HOSE BIBB TYP TYPICAL I HC HOLLOW CORE UNO UNLESS NOTED OTHERWISE J HD HOT DIPPED VAV VARIABLE AIR VOLUME HM HOLLOW METAL VCT VINYL COMPOSITION TILE l HORIZ HORIZONTAL VERT VERTICAL I 7 HR HOUR VIF VERIFY IN FIELD HT HEIGHT w WIDTH ID INSIDE DIAMETER WI WITH IN INCHES W/0 WITHOUT INSUL INSULATION WC WATER CLOSET I INT INTERIOR WD WOOD JST JOIST WH WATER HEATER -LAV LAVATORY SINK WR WATER RESISTANT I MANUF MANUFACTURER I . ,___ ___________ ___,I··. ·.· ·.··.··.··.· DRAFTING SYMBOLS 1------------------< v-CL.· 8 0--DRAWING TITLE · i. ---------ABOVE, BELOW, OR HIDDEN ----0 4 I GRID LINES BUILDING SECTION ---+-- GD @) CUTLINE DOOR IDENTIFIER WINDOW IDENTIFIER lo > I _J L 0). 9 ~::>-@ WALL OR DETAIL SECTION ---@ MATERIAL IDENTIFIER lo '< Im 10 (1\ DETAIL ----t-®-·•a--1,-1 CALLOUT 4 ~2 EXT/INT ELEVATIONS 3 N EB NORTH ARROW IF01I FIXTURE IDENTIFIER ,·. (/)· ~ KEYNOTE f~ r~s REVISION CLOUD/CALLOUT '< I 0 I -$ DATUM POINT I I EL99.99 'If ELEVATION I I "'~ SLAB STEP r. 1---------------------------------t, VICINITY MAP l 1 ·. -r . · · . .CITY Of CARLSBAQ . ·. __ . ···. ~~:~ia%~~\~s . . . ' . '. " . · · Exhibit No,A ,;-. Q. .· Daie&:2.0--t I J K L M PROJECT TEAM SHEET INDEX ARCHITECT: SURVEY: CIVIL: LANDSCAPE DESIGN: STEPHEN DALTON ARCHITECTS INC l•-~A_D_-1_-+T_IT_L_E_S_H_E_ET _____________ -j STEPHEN DALTON A2-1 BASEMENT 444 S CEDROS AVE, STUDIO 190 A2-2 • FIRST FLOOR PLAN SOLANA BEACH, CA 92075 AZ-3 ; SECOND FLOOR PLAN PH: 858.792.5906 BAKER LAND SURVEYS, INC DOUG BAKER 4213 SUNNYHILL DR CARLSBAD, CA 92008 PH: 760.729.6676 PLSA ENGINEERING BRIAN ARDOLINO 535 N. PCH SOLANA BEACH, CA 92075 PH:858.259.8212 FALLING WATER LANDSCAPE RYAN PRANGE 142 CEDROA AVE, SUITE B SOLANA BEACH, CA 92075 PH: 858.874.2525 A2-4 ROOF PLAN A3-1 i ELEVATIONS A3-2 ELEVATIONS co SURVEY/TOPO C1 PRELIMINARY GRADING PLAN L1.0 LANDSCAPING TITLE SHEET L1.1 PLANTING PLAN L 1.2 PLANTING DETAILS L 1.3 HARDSCAPE PLAN L 1.4 IRRIGATION PLAN L1.5 IRRIGATION NOTES & DETAILS L 1.6 POOL DETAILS L 1.7 HARDSCAPE PLAN SOILS/GEOLOGY REPORT:CHRISTIAN WHEELER ENGINEERING r----t-------------------j DANIEL ADLER 3980 HOME AVE SAN DIEGO, CA 92105 619.550.1700 STRUCTURAL ENGINEER: TBD ENERGY REPORT: TBD 01.01 01.03 01.04 01.05 01.06 01.07 01.08 01.10 02.01 02.02 02.03 02.04 02.10 02.11 02.12 02.13 02.19 02.20 02.21 05.16 05.20 09.01 10.31 10.35 12.36 12.37 13.11 13.12 13.13 13.17 22.13 22.41 32.90 33.47 N p KEYNOTES PROPERTY LINE LINE OF REQUIRED SETBACK EXISTING CMU WALL IN NEIGHBOR'S SITE TO REMAIN, NO CHANGE EXISTING 3" TO 1' HIGH ON-SITE CMU WALL TO REMAIN EXISTING 18" HIGH ON-SITE CMU WALL TO REMAIN EXISTING 6'-0" HIGH ON SITE WOOD FENCE TO BE REMOVED AND RECONSTRUCTED EXISTING 6'-0" HIGH WOOD FENCE IN NEIGHBOR'S SITE TO REMAIN, NO CHANGE LINE OF EXISTING STREET PAVEMENT LINE OF FLOOR ABOVE LINE OF DECK ABOVE LINE OF STAIR ABOVE LINE OF ROOF ABOVE CONCRETE RAMP DOWN TO BASEMENT PROVIDE TRANSITION SLOPES PER CIVIL PLANS PLAIN GRAY CONCRETE PAVEMENT; SEE HARDSCAPE PLAN CONCRETE STAIR MAX RISER HEIGHT: 7.75", MAX THREAD DEPTH: 10" MIN. WIDTH: 3'-0", LANDING: MIN 3'-0" CONCRETE STEPPING STONES NEW CMU WALL MAX HEIGHT IN FRONTYARD IS 42". SEE CIVIL FOR MORE INFORMATION. NEW CMU WALL MAX HEIGHT 6'-0". SEE CIVIL FOR MORE INFORMATION. NEW SITE CAST CONCRETE RAISED PLANTER WALL 42" HIGH STEEL CABLE WIRE GUARD. WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE NEW 6' TALL FENCE INSIDE THE PROPERTY LINE TILE FINISH, MATCH FINISH WITH THE INTERIOR TILE FINISH PREFAB SEE THRU GAS BURNING EXTERIOR FIRE PLACE OUTOOR GAS BURNING BBQ STOVE 36" HIGH COUNTERTOP WITH UNDERCOUNTER STORAGE AND REFRIGERATOR 36" HIGH KITCHEN ISLAND WITH SINK NEW POOL 10" DEEP WATER FEATURE WATERFALL NEW OUTDOOR SPA EXISTING WATER METER TO REMAIN OUTDOOR SHOWER LANDSCAPED AREA, SEE LANDSCAPING PLAN STORWATER BMP: DETENTION BASIN IN FRONT YARD, FOR EXATCT LOCATION, SIZE AND DETAILS SEE THE CIVIL PLANS. R PROJECT DATA CDP 2018-0038 PROJECT NAME: OWNER: PROJECT ADDRESS: A.P.N.: LEGAL DESCRIPTION: GENERAL PLAN LAND USE DESIGNATION: BASE ZONE: ALLANSON-SELVIDGE RESIDENCE PAULA SELVIDGE TOM ALLANSON 2406 TRONA WAY CARLSBAD, CA 92009 ph: 760.696.2900 5170 CARLSBAD BLVD CARLSBAD, CA 92008 210-063-01 -00 LOT 50 OF TERRAMAR UNIT NO. 1, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 2696 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 6, 1950. R-4 R-1 (SINGLE FAMILY RESIDENTIAL) FIRE SUPRESSION ZONE: NIA LOT AREA: MAX ALLOWABLE LOT COVERAGE: PROPOSED LOT COVERAGE*: 6,600 SF (0.15 ACRE) 2,640 SF (40%) 2,633 SF (39.89%) *INCLUDING BUILDING FOOTPRINT WITH ALL OVERHANGS OF FLOORS, DECKS & EXTERIOR STAIRS ABOVE. REQUIRED SETBACKS: FRONT: 20'-0" SIDE: 6'-0" (10% OF LOT WIDTH) REAR: 12'-0" (2X SIDE SETBACK) PROPOSED SETBACKS: FRONT: 20'-0" SIDE: 6'-1" REAR: 28'-8" EASEMENTS: REQUIRED PERMITS: 10'-0" PUBLIC UTILITIES & PT& T EASEMENT@ NE SIDE OF LOT COASTAL DEVELOPMENT PERMIT '----------------------'----------------------''--------------------7 BUILDING CODE(S): 2016 CBC, CEC, CMG, CPC, CRC CALGREEN EXISTING SINGLE FAMILY RESIDENCE ' ·. WORK iN P BLIC RIGHT OF WAY JS S. BJECT TO A CITY ROJECT 5156 CARLSBAD BLVD --1 APN: 210-033-07-00 I I 20'-0" 46'-10" 43'-2" "1'--____ __e]L:>L ____ -f'--5'--0-" -+S.-S---------""'-'-'-''--4-1'--9"-----------f'-----½c:t--------'=-------:-----4-----,1'1 CONSTRUCTION TYPE: :% OCCUPANCY: VB R-3 ,;_ ..;:, I UP I I I I I :,r;..---,:===: = c-101.osl o1.01 :::I' ,--j052Qi • \02.19h I ' S59°22'39'W 110.00' "' I ~ 02.201--~. fJ EXISTING SINGLE FAMILY RESIDENCE 5167 LOS ROBLES DR APN: 210-033-10-00 32.90 I I >' . . /· .DRIVEWAY- 02.11I ' ol c· r--: .,. 132901 WALKWAY: ' 02111,! . ' 132901 ···• I 101 1 .011 -:£ -,. ,.. . I ~·,;. ' 0 N,,._ . I ' ~1 "rA' -~ - 'c· N! • I I I " :y t, I I ~1 ;::; I ;._ gl z I I I 20'-0" POS D FRONTYA D ' 02.19 ·• ' . . . . . . DECK PROJECTION INTO ·7F:1'T REQu1R1;:D FRGNTYAfD . I., .,· I 1 = -,-· 1·· ·" --~ ~ \ l · 1·· l >"'l .;•< k:02.01~ 02.19 . l . •I ·1 :c: :02.01 1 '~ L 20'-0" REQ ED FRONTY ARD 02.12 . FRONT I I I =~ Q'-0" ~ l PR O ED FRO TYARD 132901 02.04 I I , __ 13347! 01.03 ,02.191 02.20 PORCH 109011. . . ,-----1 " j02.111 14'-3"· 01.06 I ~ I I 12'-0" ~EOUIREDR RYAR I g · I Io ,f--~~' o~·-~o," --ctft-11-'° -+. i~~~~ :L~~~ ) ~i-~~-:·;~i · .· .. · '' -..... 1 . 1----~~~-~--2~L__-r!-"'t:..,.:,f!¾.,,.l---=L=l I I I 09 01 I L - I ' ~ I '' --110.00' o: _, '. ITT, . 1· ···•·,.·.· ~1: ' .. ]1311f ---- l I ---'---7,02.21 EXISTING SINGLE FAMILY RESIDENCE : 5183 LOS ROBLES DR APN: 210-063-20-00 +/-38'-4" I I I 113290\ 01.06c-' "'1i!,J)' :'I I~ 05.20, I , 01.05· I I I 1 EXISTING SINGLE • FAMILY RESIDENCE 5199 LOS ROBLES DR APN: 210-063-19-00 SPRINKLERS: YES, 13d RESIDENTIAL SYSTEM STORIES: 2 STORIES + BASEMENT MAX. ALLOWED HEIGHT: 30'-0" AND 2 STORIES WITH A ROOF PITCH 2 3:12 24'-0" AND 2 STORIES WITH A ROOF PITCH <3:12 PROPOSED HEIGHT: 23'-11" (ROOF PITCH <3:12) REQUIRED PARKING: 2 STALLS MIN. PROVIDED PARKING: 2 STALLS IN UNDERGROUND GARAGE LANDSCAPED AREA: STORAGE SPACE IN BASEMENT: 2,173 SF (32.92% OF LOT AREA) 9.75' X 14.75' X 8.5' = 1,222.40 CF SCOPE OF WORK 1. DEMOLITION OF EXISTING TWO STORY WOOD FRAMED SINGLE FAMILY RESIDENCE 2. PROPOSED NEW TYPE VTWO STORY SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE IN BASEMENT 3. RELATED GRADING AND LANDSCAPING WORK ON SITE AND IN PUBLIC RIGHT OF WAY AREA TABULATION FLOOR AREA *: BASEMENT: 1STFLOOR: 2ND FLOOR: TOTAL: GARAGE: DECKS: 252 SF 1,657 SF 1 472 SF 3,381 SF 705 SF (INCLUDING STORAGE) FRONT DECK ON 2ND FLOOR: 540 SF REAR DECK ON 2ND FLOOR: 231 SF ROOF DECK: 564 SF TOTAL DECK AREA: 1,335 SF * GROSS FLOOR AREA AS DEFINED BY THE CBC SECTION 202 DEFERRED SUBMITTALS 1. NFPA 13D FIRE SPRINKLER SYSTEM l . so·-0· w 1.'--'_c-'--'-'-c-'-~'-'--~'c'-'-c-'-~-c-'-~--.'c:Tccb'cS:cTR"::. E:c•ET=. +-H------+--------+i SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OFTHE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL I I I I l l I I I I I I I I I 5'-4" 20'-0" '-0" 5'-0" 15'-4" 48'-8" 20'-11" EXISTING SINGLE FAMILY RESIDENCE 5184 CARLSBAD BLVD APN: 210-063-02-00 ~ PROPOSED SITE PLAN 1' 11 \ )~~~--------------~ \,_J SCALE: 118" = 1'-0" D E F G H J K L ----. ----·----------------------------~--------- 41'-4" I I SITE PLAN LEGEND .. " a CONCRETE PAVEMENT 0 l/1 8' 16' ! :%, PROPOSED NEW RESIDENCE SCALE: 118" = 1' -O" M N p Q R s >1.1.1 .... u LI.I z U) LI.I co 0 0 C\J O') <( () Cl <( co (J) _J a: <( () 1 Za C)u, U) LI.I -3 0 ::i co za: 0 <( co (J) _J C .... .... C I-w w I (/') w __J I--I- Cl) +-' () Q) +-' ·-.c () I- <( C 0 +-' co 0 C Q) .c 0. Q) +-' Cl) a: c3 0 t-- T""" LO CD 0 ~ """ "' ~ I'-I!) 00 . NN -"' "' 0 I'-:::J <( . I-0 ~ (/) ' co .I .. (/) 0 -0 <( - 0:: LU 8 0 (0"' LU <( "< OzN . <( "' Cl) .....I ": 'St O co 'St (/) I!) 'St co - CDP SUBMITTAL 02 09.27.18 6 7 CDP SUBMITTAL 03 11.28.18 ~-------111 COP SUBMITTAL 04 2 A0-1 s _Jc-_-~AL._ __ --1-___ ___.,B ___ __j_ ___ --".c ___ --'-____ D,,__ ___ -l--__ __,E.__ ___ ,__ __ ___,F ___ ___. ___ ~G,___ ______ ~H---~---~J ___ _,_ ___ ~K ___ _.._ ___ ~L~ ___ ,__ __ ~M~-------l---~N,.__ __ __, ___ _,_P ___ -----t ___ _,,_ ___ _,_ ____ R..,__ ___ t---------'s"--------\- 1 2 3 4 5 6 7 8 9 10 11 12 7 5'-0" 36'-4" 20'-8" 15'-8" KEYNOTES 01.01 PROPERTY LINE 01 .03 LINE OF REQUIRED SETBACK 03.01 SLAB ON GRADE ABOVE 05.16 42" HIGH STEEL CABLE WIRE GUARD. WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE 06.01 LINE OF FLOOR ABOVE 06.02 LINE OF DECK ABOVE 06.03 LINE OF ROOF ABOVE 06.10 BUILT IN CABINET 06.13 COUNTERTOP T.B.D. 06.16 CLOSET CABINET 06.25 3'-0" WIDE STAIR. MIN TREAD DEPTH: 10", MAX RISER HEIGHT: 7.75" 06.59 42" HIGH GUARDRAIL: 2' HIGH SOLID WOOD FRAME WALL WITH EXTERIOR CEMENT PLASTER FINISH AND STEEL CABLE WIRE GUARD. WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE 08.42 PROVIDE MIRROR ABOVE SINK LINE OF REFLECTED CEILING ABOVE 18" HIGH SHOWER BENCH WI TILE FINISH r----------------~ --------T-----------------------~io;-~----,. ___ ----------------- I ~ ~ --------=sm!ZID------=------=-----=-----------------.,._------r----------------=--, I 09.29 10.17 10.31 SEE THROUGH PREFAB OUTDOOR GAS BURNING FIRE PLACE ~ >- i I >-w w 0 I 6§5 ~U} I I ' '0 I ©Cl COw w "' °' 0 ::, "-I 20·-1" jl -!'------------=c======-------~ ' -. PROPOSED FRONTYARD _ I I I I L ____ I I : I I I 5:1 ~ ~ "- 20'-0" CLEAR MIN. ' I I I I I I I"" I ii 06.01 'I rr ( ~-'r='\,\~/> ~r ~ \\ :/ I I I I\ I I I I I I I I I I I I i i I I I I I I PROPOSED FRONTYARD 20'-0" REQUIRED FRONTYARD ![ N i ,--- 1 i I I I I I I I I I I I I I ~06.01 I ' I I 'o6.0il I ~ __ L ___ _ 1 1 i I ' I 01 ! i \ I, ! /! IL-------; I 11 \ : \_ // I~ 'T » Jr,/ 21 a ~ ~ 5\x: ~1·~ GARAGE 48.22' 5 705 sq ft ~ 1 NDIN;;£1'1-G1¥1ti" . °' ~. ~ Ill ;;-----;r+--::;::::~=? \\,_ I\\\ , 1 1, 1 \ 'r,' F•, ===·~'-._j;;;_i' 11,' I I \ \ ii I I ! i i0 ' I I 11 p \\';: i !Jjf !! ; / ~ Sf< \ 0 31 I ; a ~ STORAGE AREA (14.75' X 9.75' X 8.5' = 1,222.40 CF) STORAGE ' 1, ' I I _J I I I I I I I I I I I I I I ~ aol ~ ~~~~~·--------------~, i ~I : 4 4822' COR~!2~~R ~~ M ~· ~ : I I ! r----------I I I g ~: ·'' i ,_i ~ I : I ! I ,-----~ I I ~03011 I I I I I i i '!' 4'-2" J 5•-11· , 1 , ~ I : I 6'-4" 19'-11" 10'-1" I ! M~ I I 12'-0" REQUIRED REARYARD 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 t §----.j i I I I 10.32 10.33 10.35 10.56 12.58 22.41 23.11 27.42 PREFAB INTERIOR GAS BURNING FIRE PLACE PREFAB GAS BURNING FIRE PIT OUTDOOR BBQ STOVE STEEL STORAGE RACKS WINE CABINET BY OWNER (W: 27" X D: 27" X H: 71") (TYP. OF 2) OUTDOOR SHOWER NEW FAU IN CONDITIONED SPACE. FAU SHALL MET ALL THE REQUIREMENTS OF THE T-24 ENERGY REPORT. PROVIDE VENT PER MANUFACTURER'S SPECIFICATIONS. FLATSCREEN TV BY OWNER I ,t----------------------J I I I I ANALYSIS TO DETERMINE 11 BASEMENT11 LEVEL I 1-D-E_F_/N_IT_/O_N_O_F_B_AS_E_M_E_N_T_P_E_R_2_1_-04-_0_5_4,----------l I "BASEMENT MEANS THAT PORTION OF A BUILDING BETWEEN FLOOR t AND CEILING WHICH IS COMPLETL Y OR PART/ALLY BELOW THE I EXISTING GRADE OR FINISHED GRADE, WHICHEVER IS LOWER BUT Ii SO LOCATED THAT THE VERTICAL DISTANCE FROM EXTERIOR I GRADE TO THE ADJACENT INTERIOR FLOOR BELOW IS GREATER I THAN THE VERTICAL DISTANCE FROM EXTERIOR FLOOR TO THE ADJACENT INTERIOR CEILING ABOVE FOR AT LEAST 75% OF THE I PERIMETER OF THE BASEMENT.~ I I 1. THE CEILING OF THE BASEMENT IS ALREADY UNDER OR g WITHIN ONE FOOT FROM THE EXTERIOR GRADE AT THE I PERIMETER OF THE GARAGE, AND THE FLOOR OF THE I GARAGE IS MORE THAN 7 FEET FROM THE EXTERIOR GRADE I EXCEPT AT THE RAMP. THEREFORE THIS ANALYSIS IS Cl) ....... (.) Cl) ....... ·-..c (.) !... <( C 0 ....... -ro 0 C Cl) ..c a. Cl) ....... I-(J) z w ~ w Cl) <( co co 0 0 C\J (j) 1 <( 2 () 0 ~ ~ a: <( () -0 ::i ((l 0 <( ((l ~ a: <( () 0 I'-..- LO © 0 ~ "' "' "' ~ .... l!) QO . NN -"'"' 0 .... :::J <l'. . f-(.) [g (/') . 00 . I .. (/') (.) -0 <l'.- Cl'. LU ~ 0 OJ"' LI.I <{ lO UzN . <l'. "' (/') _J .... ... 0 00 s;-(/') l!) s;-00 - 7 ! L ___ I :--------------L03~,----------i I I I FOCUSING SOLELY ON DETERMINING THE PERCENTAGE OF m,---.a THE PERIMETER THAT METS THE REQUIREMENT OF 21.04.054. ii II II :, I : 2. TOTAL PERIMETER OF THE GARAGE: 36'-4" + 35'-7" + i0'-1" + 7'-7" + 19'-11" + 6'-8" + 6'-4" + 21'-4" = 143'-10" (100%) I I --" L______ ~ I i ----L~-=-=J----+§:!---~-. -----l---------------=-=-=-=-=-~--J -----------------: ~;:~~1:E:::i:TGARAGEWHERETHEREQUIREMENTOF I ~ I I 0 ; 0 u5 I I I fn:@ I 36'-4" + 35'-7" + 10'-1'' + 7'-7" + 19'-11" + 6'-8" + 6'-4" = 122'-6" (85.16%) 4. CONCLUSION: SINCE 85.16% OF THE PERIMETER MEETS THE REQUIREMENTS OF 21.04.054 THEREFORE THIS LEVEL IS CONSIDERED A BASEMENT. I i'wso~ I i I ~ I I L--------------=------------: ____________ =----------~·~---l------cmm.m>-----------~--------__,..--------------------=----------------------------------------------_!t--------------------;::-- 0 4' 8' LIi SCALE: 1/4 ~ 1' -0" CDP SUBMITTAL 02 CDP SUBMITTAL 03 11.28.18 --------111 CDP SU BM ITT AL 04 WALL LEGEND t--~-.-.--.-.--,--N-E_W_2_x_6_W_O_O_D_S_T_UD-@-16_'_0_.c __ -~sheet 2 A B C D E F G H J -----· ----- K L M N p Q NEW 2x4 WOOD STUD@ 16" O.C. 2" GLASS PARTITION SYSTEM R A2-1 s _Jr---------"A'------>---~B ___ _,_ ___ ~c ___ --+ ___ ~D ___ ~ ___ ~E ___ ~ ___ ~F ________ G~ ___ ~ __ ~H~ __ ~~--~J~--~---~K~ __ ~ ___ ~L~ __ _,_ ___ ~M~----+---~N---~---~P ___ -----j----~---....... -----'R"-----t------'s.__ __ ----'\.... 1 46'-9" 3'-0" 38'-4" 5'-5" 10'-9" 2'-0" 6'-1" 4'-9" 14'-9" 2 01.01. ' i i r-------------------------T----------------__ l __ ~~-- 1 'o i O 0:: IY : <( ------------------------7------- 3 4 I I I I t I I I I I I ~ I 20'-1" PROPOSED FRONTYARD 20'-0" REQUIRED FRONTYARD I I,, ,, I I ,, I ((J ./\ I ' i ~L-, I 27.42rr-+• ov ' ' ' ' ~ i >- w i~ b~ = iW ' "'710 "in □ fuJw ~ 8 co o_ @ iE 'a'. o_ -0 BATHROOM MOM'S SUITE ' ' ' ' 5 6 7 8 9 I I ~~ I I I I I ' I I ~ I I I I I I I I I I I L __ 10103f---j 10 I FRONT PORCH ------------' WA -IN: I KITCHENETTE ~-tuOSET i m-•·r~-w-----~--t---~--i-F~1-lil __ _l~~~~l-~~-- -~.·s·"V ., s,·,--~.~•.k~,,, ',.,-~.N,•i,•'•••;,,.,, ,'<;;;,,,,_,,,.,"'''""'""'° !el I I I -_ ---+ ---t---w---r---o----~-, i I I I : . ' \ LAUNDRY o,, ENTRY I ' ' ' ' ' ' ' ' ,o "' I"' i ~ F ==;======'' ' I i OFFICE (=BEDROOM) ! : BATHROOM P WDER I I ~06.01 1 _, --· BATHROOM' ~ I 0 ~ >-w 0 U) ::--;-□ "' w U) 0 o_ 0 a'. o_ lill--~----➔J--~ 0 a'. ~ 0 - 0 a'. ;" w D U) _, D ©W U) 0 o_ 0 a'. o_ l --____ j.fg:¥4 ' : i----1! I ~II I II I 11 1 I! 105011 -! 1 :1 1 I l, ;I I ;! . I 11 I ' ELE TOR BEDROOM -----_/_ -- 11 ~ -~-~~ : ~t+--O o ---- 1 I I aooo OUTDOOR BBQ KITCHEN 14"-6" REA ~ PW □ I I I I I I I l ~ I I ;,; I I I ----------.i-------7~,.,..-" ~c'l--1 4§J ---~----i-i I WALK-IN : I LOSET : ii I -~-~ ---------------------r---------------n I O! -' . tr, ' I I --J 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 I I I I 12'-0" ~ L _______________________________ _ --+-..--,,-------------'k-----------------------------------------------------------------------------' 6'-9" 5'-9~ 2'-10" 5'-4" 2'-0" 5'-0" 15'-4" , 1'-5" 16'-0" 3'-6" 48'-8" 11 G)c---=:c~~E=-\---=14~-~---..?=-o~-R_P_LA_N ______________________ ~ 12 7 A B C D E F G H J K L M N p KEYNOTES 01.01 PROPERTY LINE 01.03 LINE OF REQUIRED SETBACK 03.01 SLAB ON GRADE ABOVE 05.16 42" HIGH STEEL CABLE WIRE GUARD. WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE 06.01 LINE OF FLOOR ABOVE 06.02 LINE OF DECK ABOVE 06.03 LINE OF ROOF ABOVE 06.10 BUil TIN CABINET 06.13 COUNTERTOPT.B.D. 06.16 CLOSET CABINET 06.25 3'-0" WIDE STAIR MIN TREAD DEPTH: 10", MAX RISER HEIGHT: 7.75" 06.59 42" HIGH GUARDRAIL: 2' HIGH SOLID WOOD FRAME WALL WITH EXTERIOR CEMENT PLASTER FINISH AND STEEL CABLE WIRE GUARD. WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE 08.42 PROVIDE MIRROR ABOVE SINK 09.29 LINE OF REFLECTED CEILING ABOVE 10.17 18" HIGH SHOWER BENCH W/ TILE FINISH 10.31 SEE THROUGH PREFAB OUTDOOR GAS BURNING FIRE PLACE 10.32 PREFAB INTERIOR GAS BURNING FIRE PLACE 10.33 PREFAB GAS BURNING FIRE PIT 10.35 OUTDOOR BBQ STOVE 10.56 STEEL STORAGE RACKS 12.58 WINE CABINET BY OWNER (W: 27" X D: 27" X H: 71") (TYP. OF 2) 22.41 OUTDOOR SHOWER 23.11 NEW FAU IN CONDITIONED SPACE. FAU SHALL MET ALL THE REQUIREMENTS OF THE T-24 ENERGY REPORT. PROVIDE VENT PER MANUFACTURER'S SPECIFICATIONS. 27.42 FLATSCREEN 1V BY OWNER 0 4' 8' LIii ! SCALE: 1/4 = 1' -0" WALL LEGEND Q NEW 2x6 WOOD STUD@ 16" O.C. NEW 2x4 WOOD STUD @ 16" O.C. 2" GLASS PARTITION SYSTEM R LLI c.:, Cl co 0 0 (\J > LLI 0) <( ...I c., () 0 LLI :Z <( co en LLI (f) _J a: Zea <( () - Oen 0 ::j co en LLI 0 <( z a: co (f) c:c _J a: ...I <( () ...I 0 I'-c:c T""" LO (/) ...... (.) Q) ....... 0 (!) ..c m l.O m -t---LO (.) 00 . NN I--0) 0) D t---<( ::J <( ' I-0 ~ C if) • o:) .I .. 0 (f)O -0 <( -....... a:: w (!) ro D m 8s w <( "' 0 OzN . <( a, (/) _j ": z C .,,. 0 o:) Q) "'" if) LO <( .,,. o:) ..c -_J a.. Q. Q) a: ....... 0 (j) 0 _J LL I- Cl) a: LL CDP SUBMITTAL 02 09.27.18 1 5 7 CDP SUBMITTAL 03 11.28.18 --------J11 CDP SUBMITTAL 04 2 A2-2 s _Jr-__ ___,,Ac__ __ -----1 ___ ___,,B'--------1----------"C ___ ----1-___ ~D ___ __,_ ___ ~E ___ __,_ ___ ~F ___ _,_ ____ G~ ___ ~ __ ~H~ ___ 1--__ ~J~---1------'K~ __ ~'------'L,____ __ ----1 ___ ----"M'-------------'-------"N'---------'-----'-P-----t---.......!1.-------L----llR ___ -l-___ ~S ___ ---l,..... 1 2 3 4 5 6 7 8 9 10 11 12 ', 46'-10" ', ' i I 3'-0" 1' 43'-10" I, ' V 34'-1" ,, 4•_3n ' 5'-6" ,, , r-------------------------T ---· -------------' >i, r~~1I ________________________ ""'-------------I ----------------------------------------1--------------- I ~ i I I I I f 20'-0" REQUIRED FRONTYARD Cl Cl Cl'. Cl'. <( ~ ,, >-w w Cl g 65 ,(-I bUJ 7o Ii-----cb □ "' w ___ l, _______ I w U) !f 0 ::J CL I I a 0 01.03 I I w Cl'. Cl'. CL ,, 'I ,...... ko·-1 .. PROPOSED FRONTYARD I ' 0.i 11 I ,---- IIH--++---i27.42 REF ' r:-..1 ~ I ...-J---,10.32 KITCHEN 05.16r-~ I +--------li=~~===='ll ~-~ L r 2'-" q, >, DECK PROJECTION _jj;;;;_j,=t====fi -INTO REQUIRED YARD lf---+----'11.1 1 lt------jt-------;11; :1 lt--~------;1!, I' I I01.03 1--~~t===jlli I I ~ I I I I --,-~--~----·-_I ' I I 109.291 ~ I I ! : ! I 1 1 06.25 !,16xf-=s-'o• I I DN _j_L_:__L _L ~ a,, "' \ I \ 05.161----tf-----,f----+----'.-----l----+---+-----II 06.59 06.03 \ I ,01.291 II f----+-----+------+--< \ I 06.03, J ' I i ~ ---j j I I l \ It--,--~+---' l \ -~-- 06.03 Cl °' <( >-~06.591 w Cl C iii _, Cl '-"w <fJ 0 CL ' 0 ! °' ! CL ,--------I . "' ' ..,. -~ i I ~====""=""·='=·""="=' =" """='=-=' =-'"=_=1, I I I I I I I I OPEN BELOW MASTER BEDROOM ~ ! 10.32 V 0 ~ Cl'. j ;:: ,w 'O Ci 00 -·ID en! w \ - 0 °' <( >-w Cl U) BRIDGE 1,472 sq ft r- I I I ,I PANT Y11 06.10 : • I' I, DO I. " I r, I ,,e.,w~w"'"""~'·"'""''"" ,'••"""'"·"''" ·,,w,· ' I DINING AREA I I I ', 3'-0" i jos 1~! _________ , I 1 I I --I- G 1'-8" --t-~~I~ --.+--j'-----a -"' cb1 ,06.59 I ==1Jc:::=£~~=:t==11 ,--, 01.29 i------i~.~ ---"c-,. ~--c==------,,------JI . ' -.--: ----==.. ... ....=_,,, ~ 231 s ft 07 .34 f--------r- f t====l°==:'.1~0•-~5•~· ====="1<..£2'-QO'~' t I lt;;;;;:;;;;3~• -t•;;;;;::::;i~===: 11 ~+----------H OPEN BELOW 1i.------J 05.16 ELE TOR 06.16 14'-5" 10'-6" HER WALK-IN CLOSET ' ' ' ,-- ' ' ' ' ' ' I ' ' ' ' -9--+-------+-9-' ~! -, I I MASTER BATHROOM I . \ ' I I ' ' 06.16! I ' I I ---+,-- ' I HIS : : ~ I ~WALK-IN;;; : CLOSET : ---------------------~-- ' -' bi ~; ' I I _I I I I I I I I I I I I I I I l ~ I I I I I I I I I I I I I ~ I I I 12'-0" REQUIRED REARYARO i I L _____________________ _ ------------------'"'9 ___ .. __ ________ 11 _[01~1~ -· ] ------------· -----------------" -------------------------------------------------~ ' 10'-1" 3'-3" 9'-3" ,, I ' i, + 9'-4" 5'-0" ,, 3'-0" 1'-.4"·,. 11 '-1" 1'-5" 22'-8" I, ,, I ,, I ' 53'-10" ,, ', ~)i-----=~~;,;ccLE0--.-,,114,..---=-.~L----;;-;?""o"Q_R_PL_A_N ___________________ _ KEYNOTES 01.01 PROPERTY LINE 01.03 LINE OF REQUIRED SETBACK 03.01 SLAB ON GRADE ABOVE 05.16 42" HIGH STEEL CABLE WIRE GUARD. WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE 06.01 LINE OF FLOOR ABOVE 06.02 LINE OF DECK ABOVE 06.03 LINE OF ROOF ABOVE 06.10 BUILT IN CABINET 06.13 COUNTERTOP TB.D. 06.16 CLOSET CABINET 06.25 3'-0" WIDE STAIR MIN TREAD DEPTH: 10", MAX RISER HEIGHT: 7.75" 06.59 42" HIGH GUARDRAIL: 2' HIGH SOLID WOOD FRAME WALL WITH EXTERIOR CEMENT PLASTER FINISH AND STEEL CABLE WIRE GUARD. WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE 08.42 PROVIDE MIRROR ABOVE SINK 09.29 LINE OF REFLECTED CEILING ABOVE 10.17 18" HIGH SHOWER BENCH WI TILE FINISH 10.31 SEE THROUGH PREFAB OUTDOOR GAS BURNING FIRE PLACE 10.32 PREFAB INTERIOR GAS BURNING FIRE PLACE 10.33 PREFAB GAS BURNING FIRE PIT 10.35 OUTDOOR BBQ STOVE 10.56 STEEL STORAGE RACKS 12.58 WINE CABINET BY OWNER (W: 27" X D: 27" X H: 71") (TYP. OF 2) 22.41 OUTDOOR SHOWER 23.11 NEW FAU IN CONDITIONED SPACE. FAU SHALL MET ALL THE REQUIREMENTS OF THE T-24 ENERGY REPORT. PROVIDE VENT PER MANUFACTURER'S SPECIFICATIONS. 27.42 FLATSCREENTV BY OWNER 0 4' 8' ~ SCALE: 114 ~ 1' -O" WALL LEGEND NEW 2x6 WOOD STUD @ 16" O.C. NEW 2x4 WOOD STUD@ 16" O.C. 2" GLASS PARTITION SYSTEM z ::5 a.. a: 0 0 __J u.. 0 z 0 0 w Cf) Cl) _,__. () Cl) _,__. ·-..c () !... <( C 0 _,__. co 0 C Q) ..c 0.. Q) _,__. Cf) 1 CX) 0 0 C\J en <( 2 u 0 <( cc Cl) _J a: <( u -3 0 :::j cc 0 iii Cl) _J a: <( u 0 l'-- T"" LO (!) D CJ) I.!) 0) ~ I'--I[) QD . NN -a, a, 0 I'--::::i <( ' 1--0 ~ (j) 'co -I .. U)O-0 <( -Ct'. w (!) 0 (!) §; w <( I[) OzN , <( a, Cl) _J t---: -st O co ... (j) I[) -st co - 7 8 CDP SUBMITTAL 02 CDP SUBMITTAL 03 11.28.18 --------111 CDP SUBMITTAL 04 01.17.19 2 A2-3 7,~------;Ar----.--------;Br-------.-------;;c-----,-------=o-----,-------=E------,-------=-F------,----G=-----,---------;H::----,------J-,-----,-------:K-;-----,,--------:L----,-----::-M::------,-------::N:------.-------=p----+------,.Q-----,--------=-R----+-------::-s----,L II A B C D E F G H J K L M N P R S _J,----_p,__ _ _i___ _ __!!____---1-_ ____L__------L _ __J[ _ __j __ i;___---L--_ ____!:__ _ ___J____~---l----"---------'----'"----__,_______--"--_ __,__ _ __,,__ _ ____,_ _ __,,,_ _ _____,_ _ ____,"'------------l------'--------r-------"----::K=Ev=N-::O=TE=s=--=-------t------'"-------t- 1 2 3 4 5 6 7 8 9 10 11 12 7 54'-5" 9'-4" 31'-7" 15'-0" ~ ...i__. ---------------~...::.:,-J__________________________ -----~---------------------------------------T------w-I~~ [a" .11-i :>-:~ ----------------------------r---------------i ., ~ I , I I ,Jo7.05[~1 g I ~ ~5] ~il§w ~18 p19 i i "' P18 --"' , "' ROOF PROJECTION ~';=::::•!::===~ _!"'=====:::;le/,-3 ii° P15 ~ INTO REQUIRED YA.RD ~ o o [01.031 ,-JoTos1 P17 g,! iJ: l ~ P1~ -,> --, _ ----~ _ _ \ ~[_-=-=~: =4 :O-F0-P4R-Ol::J:::E=CT=l'.:O=N========±'.=:t:==~========::::!================='.:~!==~=-~ot ! : INTO REQUIRED YARD : I I P14 I I : _jl,c..lc2'-:.QO':_j' ~~~~'-Oj".' ==:~=;W_,?'2'-:.QO':_j' _} -Jl'l---'C2•-~1~1"-l'-i, 'i I / ROOF HEIGHT NOTE: ROOF HEIGHT ABOVE PROPOSED GRADE (OR EXISTING GRADE WHICHEVER IS LOWER) SHALL BE LESS THAN 24'-0". TYP AT ALL ROOF PERIMETER. 107.o51r---ao1 OVERHANGl : I I ! 43'-3" I I I r r r r r 1 I I I I I r I ~ r I I I I r r r r r r I I r r I I I r r UPPER ROOF 107011 ,, 2'-0" 9VERHANG I I I I r r r r I r r r r I r i-----1 I I r I I r r r r r r r r r r r r r r r r I r r r r I \ 12'-6' \ \ ; i . I .r1os.20 (TYP.) I I LOWER ROOF [07011 ~ I I r I I r r r I ~ r r r r r I I I --------r------ r --·-------------------'1~---'--------·-------------------1----- : <:( I ------' -----J07 ~ P13 ' -P12 I '?I "' I I, 20'-0" ,-107.osl b r ,; r I • r DI I ~ ffi l PiO ~i r-;-r;:::======:;:::::=====::::::s\e,==================~~~~~=====J .:=;;~===t===dl-lP1_1 _________ "_ ., REQUIRED FRONTYARD I i 20'-1" PROPOSEDFRONTYARD ,, \ I ' ' I \ ; i ' , r • r r ~ r r P9 r r 14'-6" I, r 'I I 1'-5" ov{RH'.rNG I LOWER ROOF / 07.05 1r-~I r ~ r I [0701 1 10'-6" I, I r 'I P20 r I r --, -\ , __ I • li=-============="'"'""ir==================ij~z::G=4=====,;:=======;::fcv-G.3 _______________ _ . ~ I - ;;,;1, -~ I I ' I ' 2'-11" \ I I I 10129] I \ .r7 05.20 ! (TYP ) ; ' 16'-8' ,.._,07.051 5'-0" \ I I r r r I I I r I r r r I r r I \ l I ,10.201 I ' , I i I I -i '\ 110.20! I~ 1 H----'~i--------------',':,c--"n,, \ \\ i,=,=!:::=~5~64~s';'l;'q ~ \ \ r07.34i .. • \ - I i = r;;:;-;;;;l, -J, ~ ~ c-106.59 I PB 1 ;06.59}-P7~ / 106.59 i I I I - ,1 ___________ --.~' ~P1~;=:=t==~1,=---=--=!....:..~'.:::.=-=o~7~-0t5 ===l_-~i~,F,G~5==v=,J~-=-~,,=;;:11 7J~,:~,2~"~;=\":=::'.E',. =========~·~~~=====3 .c!, ~ . I I 'I I ,: J!0625l c----,--j'---------------------------< I I' •_,N IP2 I P3 P4 I I "' • ,... b' I ,. 'c.. I Ii I d I I I I ,;,j \ I' oi-1', 0 • ,,IA.PS '"',.... "'l1C>1-11-/1--11:. ~- : ~ --. o -----'[-' G1 " .□ I \ ~ I ! i~ l o o iQ II I " "'□-9, iij "I'□"' cow cc:□ mw "' LIJ "' : I ~ I ! i~ ~0101 I 06.59, • P61 -G2 _, ~1 I I _\ I I I I I I I I I I I I I I 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 12'-0" t REQUIRED REARYARD 101011 .. , I I I I I I L ! I J -----------------------------------·---------------------------------+-~------------------------·---------------------------------------------------' 7'-4" 5'-0" 4'-5" 12'-5" 22'-8" 51'-10" 1 ROOF PLAN SCALE: 114" = 1'-0" A B C D E F G H J K L M N p -------------------------------------~ 01.01 PROPERTY LINE 01.03 SETBACK 01.29 OPEN ROOF 01.40 LINE OF WALL BELOW METAL TRELLIS @ 12" O.C. 05.20 06.59 42" HIGH GUARDRAIL, SOUD WOOD FRAME WALL WITH EXTERIOR CEMENT PLASTER FINISH 07.01 CLASS "A" BU!L T-UP ROOFING WITH GRAVEL BALLAST SLOPE: 1/4Q PER 12" MINIMUM 07.05 07.34 10.20 ID P1 P2 P3 P4 P5 P6 P7 PS P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 METAL FLASHING CLASS "A" ELASTOMERIC WATERPROOFING SLOPE: 1/4ff PER 12" MINIMUM 42" HIGH GLASS GUARDRAIL ROOF HEIGHTS ROOF EXISTING PROPOSED ELEVATION GRADE• GRADE .. 79.80' 56.14' 56.50' 80.39' 56.45' 56.90' 80.39' 56.50' 56.90' 79.80' 56.50' 56.80' 77.47' 56.57' 57.60' 77.47' 57.20' 57.50' 77.47' 56.75' 56.80' 77.47' 56.68' 57.60' 76.80' 56.61' 57.60' 79.80' 56.62' 57.60' 76.80' 57.13' 57.40' 79.80' 57.11' 57.40' 79.80' 57.06' 57.40' 76.80' 57.09' 57.00' 76.80' 56.87' 56.90' 79.80' 56.92' 56.90' 79.80' 56.26' 57.00' 79.80' 56.25' 57.00' 79.80' 56.00' 57.00' 79.80' 56.14' 56.50' HEIGHT' .. 23.66' 23.94' 23.89' 23.30' 20.90' 20.27' 20.72' 20.79' 20.19' 23.18' 19.67' 22.69' 22.74' 19.80' 19.93' 22.90' 23.54' 23.55' 23.80' 23.66' • EXISTING GRADES ARE OBTAINED BY INTERPOLATION BETWEEN THE NEAREST THREE SURVEY POINTS .. PROPOSED GRADE PER GRADING PLAN ... HEIGHT IS MEASURED FROM EXISTING OR PROPOSED GRADE WHICHEVER IS LOWER GUARDRAIL HEIGHTS ID T.O.GUARD EXISTING PROPOSED HEIGH-r+' / ELEVATION GRADE• GRADE** PROJECTION' .. G1 80.97' 56.58' 57.60' 24.39' I 0.39' G2 80.97' 57.27' 57.50' 23.70' I 0 G3 80.97' 56.75' 56.80' 24.22' I 0.22' G4 80.97' 56.67' 57.60' 24.30' I 0.30' G5 80.97' 56.49' 56.80' 24.48' I 0.48' • EXISTING GRADES ARE OBTAINED BY COORDINATE INTERPOLATION BETWEEN THE NEAREST THREE SURVEY INTS •• PROPOSED GRADE PER GRADING PLAN -HEIGHT IS MEASURED FROM EXISTING OR PROPOSED GRADE WHICHEVER IS LOWER -• VERTICAL PROJECTION OVER THE 24'-0" HEIGHT LIMIT (MAX ALLOWED: 3.5') 0 4' 8' 6)11 SCALE: 114 = 1' -O" Q R > LLII _. c.:, LLII z fl:» LLII co 0 0 C\I (j) <( () 0 <( OJ Cl) _J Zea Qu, U, LLII a: <( () -0 ::j OJ 0 <( co za: ~ C _. _. C z ::5 CL LL 0 0 a: CJ) ....... u Q) ....... ..c u !.... <( C 0 ....... -ro 0 C Q) ..c 0.. Q) ....... Cf) a: <( () 0 ('-. T"" LO (!) 0 °' L!) m ~ t--LO 00 ' NN -cr, "' 0 r--=> <I'. ' f-u ~ (/) ' 00 . I .. (/) u -O<i: - 0::LU ~ 0 aJ "' LU <I'. ~ UzN ' <I'. "' Cl) _J I': 'SI' 0 00 'SI' (/) LO 'SI' 00 - CDP SUBMITTAL 02 CDP SUBMITTAL 03 A2-4 s 1 5 7 8 2 _J ___ ____.,A'----------J.-------"B ___ -----1-___ _,,_C ___ ----l-___ ____,,_D ___ -----+-___ __,,_E ___ __._ ____ F,__ ___ ,__ __ ~G~ ___ ,__ __ ~H~ __ ~,__ __ ~J,__ __ ~ ___ ~K,__ ______ ~L ___ ~ ___ ~M ___ ~ ___ ~N ___ -----+-___ ~P ___ --t-___ ~ ___ ---+-___ ~R~ __ ----it----~S,__ __ ___,,_ 1 2 3 4 5 6 7 8 9 10 11 12 7 A f t r I I I I I I I I ----==--~l -- 20'-0" REQUIRED FRONTYARD I ~ 6' O" +--R-EQ_U_l_R~E~D=S-ID_E_Y_A_R_D---¥-1 ~ 6' -0" [~ ~ --+-=R=Eo=u1~R=E"'D"'S~ID~E~Y-A=R=D~ t 4'-0" I,. 2'-0" I,, GUARD SHALL NOT PROJECT MORE THAN 42" ABOBE THE ALLOWED 24'-0" HEIGH LIMIT (TYP.) 7 ~-ROOF TO PL 'I 7 '·1 ROOF PROJECTION __ INTO REQUIRED YARD--+------◄,of-----c,/-tt---,--,,,----''i!\· ~--Pzc------{ H P19---Ql----,----------"f_---------------------------------Ql!.l.f>;!&--"f_--'-'-------LL----~°"'t~Ll-LL4~_f'1 - BUILDING WALL SERVING AS GUARD D l---+---+--11► F1----- E >---- C 1------Je-++------.l!zli----lPH 0 ~ Af-----llli-g ~ ;;l G \-----Ul----~:i--f-c,:,d<:~I:, E====t:i::;Ell=llE=~-~--~-~--~--~--~--~-l=3 , ,;,,,./_/1~1llf------+--+-lf-l++--------t--+++ a, _/1'// 1_•,lllf---------\-t+-t-lHt+--------t---+ 6'-1" j PROPOSED SIDEYARD I E I I I I Cf-----,~ I I I I I B 1------+-tt---- G i-------+-tt------. Ai------, C\J /, / _, ':lllf------Hl-t--1,--;+,-------+----+ V ,b////,A / _, I , ,--•*'> ·BUILDING WALL : --SERVINGA$ - -GUARD· __ _ ----+-~'-clt------1D ~c---'-,,-'-+--------1 F I ~~-+-----1E I •+----1B I I I PROPOSED SIDEYARD G A E C B A 1----------------------~ WALL LOCATED OUTSIDE OF FRONT YARD ~--WATER FEATURE WALL LOCATED OUTSIDE OF FRONT YARD (IN FRONTYARDMAXWALL---j----~====~====~-;=====~====c ----i-, --(IN FRONT YARD MAX WALL i 11 GARAG~ RAMP i HEIGHT 42") HEIGHT: 42") I I l_____ 11 ---~ I __________________________________________________________________ I (1\ WEST ELEVATION ~:--s=c~A-L~E~:71/-4~" -~-~1·--0~ .. -------------------------------------------------------- GUARD SHALL NOT PROJECT MORE THAN 42" ABOBE THE ALLOWED 24'-0" HEIGH LIMIT (TYP.) -EE>-----------------El,-€f'l---+----------------------------$-G2 I I I P1 -W'l-------"c-----< Df-----------9"11 t◄L-P-12----® ' 18'-0" DECK TO PL ;! r @l--------11-.--_ ----c•~"''F►~~= == =7 =-=J ©---------;l ___ ~--·,!11 w I! S:;1 6 1A1 .. 0~ l-8) 2';)" ~ . DECK PROJECTION =-±7 'ij_ l, g INTO REQUIRED YARD : i!I ~ @1--------1 .. .rr1 i:1,,...1 ==.==.==.;~==.==.==.==.1==.r,'--': i:!!·"':;rt,+-: !!'=.'=.'=.~lr, F 1--------f----" J====j_ -- ·oo,:· _--- ----1·.·_ --. . . I: .. • ' I • ii 1:!H al Gf-----~1F1=t==~~--~,~•-~:::!l:=i-h-----2 ----~E=3SI V A f------,:+--t--1► f- I ('J w I :r-z 11 -I 0 ii ::::! "' B l------+~-...l=:=51===. 0 .. UJ w 0 a. PROPOSED FRONTYARD 1 0 20'-1" ®f------;<J1,.,~--- Cl-------+-+---%-+-+~~,----,-► a. A 1----------"---t----1...i I' __ ! ' ! Ii ' I f------'Qi-P11, ....... f---+----;-----@o D---------t-------+---,----~C ---------+-----+----,-------,A __ ,. ______ ,_,_ --;-; ' :!;'~[ .. ,..__,_ _____ --10 .. ~ i t====·, >-----'I 111 "1 ----+---+-------1A □□~; --------J:==;t-------l===--lC ....... f----+--® ◄--------,--------------------i:=--=--=--=--=--~--1· ----n---;-------s--1A ----------------------.r----~------~---------------------------- ---C\l<C ----'Sj"~ {')": SOUTH ELEVATION 01---S~C~A~L~E~:~1~/4~,,-~-1~'-~0~,,------------------------------------------------------------ E F G H J K L M N p 01.01 01.03 05.16 06.04 06.20 06.25 06.59 10.32 MARK KEYNOTES PROPERTY LINE LINE OF REQUIRED SETBACK 42" HIGH STEEL CABLE WIRE GUARD. WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE LINE OF BASEMENT WOOD POSTS WRAPPED IN METAL CLADDING (TYP OF 3) 3'-0" WIDE STAIR. MIN TREAD DEPTH: 10", MAX RISER HEIGHT: 7. 75" 42" HIGH GUARDRAIL: 2' HIGH SOLID WOOD FRAME WALL WITH EXTERIOR CEMENT PLASTER FINISH AND STEEL CABLE WIRE GUARD. WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE SEE THROUGH PREFAB EXTERIOR FIRE PLACE FINISH SCHEDULE ELEMENT I DESCRIPTION MANUF./COLOR 'A' EXT. CEMENT '-':;.J PLASTER 30/30 SAND FINISH LAHABRA WHITE LLI c:, Cl > LLI ...I c.:, LLI :Z en LU Zc:1 Qen en LLI z a: cc ...I ..I cc ® EXT. CEMENT PLASTER f---t-------1--------+--------Jlto/;l$_;ll}~;m)} © WINDOW/ ALUMINUM WESTERN/ ,qi!ll;) SMOOTH STEEL TROWEL FINISH DARK GREY DOOR FRAME MEDIUM BRONZE 'lt1r#' f---t-------1--------+-----------I ~# 1 co 0 0 C\l 0) <( 2 u 0 <( co Cl) _J a: <( u -0 ::i co 0 <( co Cl) ....I a: <( u 0 t---..- LO @ FASCIA SHEET METAL MEDIUM BRONZE c,""' r-----:::=::::::---r ® CLADDING SHEET METAL MEDIUM BRONZE /,,j;:,_"od. ~ ~<c-'-"' E. "9 1/ ~ ® UNDERSIDE T&G CEDAR STAINED ._; /:!} <__,, \':J.. \ OF ROOF SIDING *! w No. C25166 9_ */ © GUARDRAIL STEEL POSTS (:0, ::! C MEDIUM BRONZE .,_ W/ ABLE WIRE ~".:~ 113111 ,SJ @ GUARDRAIL ~:~E~:~STS TRANSPARENT " Op Cf\\..\"< f---~-R-0-0--"---F-H-EI_G_H_LTS----l~tam ::: ID P1 P2 P3 P4 P5 P6 P7 P8 pg P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 ROOF ELEVATION 79.80' 80.39' 80.39' 79.80' 77.47' 77.47' 77.47' 77.47' 76.80' 79.80' 76.80' 79.80' 79.80' 76.80' 76.80' 79.80' 79.80' 79.80' 79.80' 79.80' EXISTING GRADE• 56.14' 56.45' 56.50' 56.50' 56.57' 57.20' 56.75' 56.68' 56.61' 56.62' 57.13' 57.11' 57.06' 57.09' 56.87' 56.92' 56.26' 56.25' 56.00' 56.14' PROPOSED GRADE** 56.50' 56.90' 56.90' 56.80' 57.60' 57.50' 56.80' 57.60' 57.60' 57.60' 57.40' 57.40' 57.40' 57.00' 56.90' 56.90' 57.00' 57.00' 57.00' 56.50' HEIGHT*** 23.66' 23.94' 23.89' 23.30' 20.90' 20.27' 20.72' 20.79' 20.19' 23.18' 19.67' 22.69' 22.74' 19.80' 19.93' 22.90' 23.54' 23.55' 23.80' 23.66' • EXISTING GRADES ARE OBTAINED BY INTERPOLATION BETWEEN THE NEAREST THREE SURVEY POINTS " PROPOSED GRADE PER GRADING PLAN ... HEIGHT IS MEASURED FROM EXISTING OR PROPOSED GRADE WHICHEVER IS LOWER GUARDRAIL HEIGHTS ID T.O.GUARD EXISTING PROPOSED HEIGHT***/ ELEVATION GRADE• GRADE** PROJECTION' .. G1 80.97' 56.58' 57.60' 24.39' I 0.39' G2 80.97' 57.27' 57.50' 23.70' I 0 G3 80.97' 56.75' 56.80' 24.22' I 0.22' G4 80.97' 56.67' 57.60' 24.30' I 0.30' Cf) z 0 ~ w __J w en ...... (.) (I) ...... --..c u I- <( C 0 ...... ro 0 C (I) ..c Q.. Q) ...... Cl) CDP SUB MITT AL 02 7 8 GS 80.97' 56.49' 56.80' 24.48' I 0.48' EXISTING GRADES ARE OBTAINED BY COORDINATE INTERPOLATION BETWEEN THE NEAREST THREE SURVEY POINTS •• PROPOSED GRADE PER GRADING PLAN CDP SUBMITT Al 03 11.28.18 -------111 CDP SUBMITTAL 04 01.17.19 ••• HEIGHT IS MEASURED FROM EXISTING OR PROPOSED GRADE WHICHEVER IS LOWER •-• VERTICAL PROJECTION OVER THE 24'-0" HEIGHT LIMIT (MAX ALLOWED: 3.5') GRADING LEGEND ------ Q EXISTING GRADE @ CRITICAL POINTS PROPOSED GRADE @ CRITICAL POINTS R 2 A3-1 s _Jl~--___.1:_AL._ __ _J ___ ~Bc.._ __ _J ___ ___..!<c ___ -----1. ___ __!!D ___ ----1-___ _.,_E ___ ___j_ ___ -'-F-----.r-_----J--__ ......,,....;G,,__ ___ ,__ __ ___,H,..__ ___ !---__ __,J,__ __ __, ___ --"K'-------'---------"L'--__ -----1-___ ---=M'---------L----,--=N-----'--,----------'-P----t----~---_._-----'R"-----1------'s'------II- I 1 2 3 4 5 6 7 8 9 10 11 12 7 r i I I I I I I 12'-0" REQUIRED REARYARD 27'-8" PROPOSED REARYARD I I ~ 6' O" ~ f REQUIRE~ SIDEYARD ,r GUARD SHALL NOT PROJECT MORE THAN 42" ABOBE THE ALLOWED 24'-0" HEIGH LIMIT (TYP.) 6,_0• ~. 01.011 --Y--~R~E~Q~U~IRccEccD-"cS~ID~E~Y~A~R~D- KEYNOTES ----- I G2~1-------------..._---------~G3 I I 01.01 01.03 05.16 PROPERTY LINE LINE OF REQUIRED SETBACK 42" HIGH STEEL CABLE WIRE GUARD. 1 I !, 6'-1' I_ f-----------ir---0c.,P4£--~-,,-=~-&----------------+--.1,-P1s I WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE LI.I ,j PROPOSED SIDEYARD I C l-------'l----------------1~ A 1-------lf--------- Al------+---------------------- E C B C ,-➔ A 10.32 --f -------------- I I I i I =· __['06.04:_ L __j_ -- (1\ EAST ELEVATION SCALE: 1/4" ~ 1'-0" \J i I i : -----+---+--1 D ------,A P14 5'-0" I I I I I ROOF TO PL 1· ROOF PROJECTION ~-----~1-INTO REQUIRED YARD 6'-1" PROPOSED SIDEYARD ' =tk'tt------1 A I I I I I 06.04 06.20 06.25 06.59 10.32 LINE OF BASEMENT WOOD POSTS WRAPPED IN METAL CLADDING (TYP OF 3) 3'-0" WIDE STAIR MIN TREAD DEPTH: 10", MAX RISER HEIGHT: 7.75" 42" HIGH GUARDRAIL: 2' HIGH SOLID WOOD FRAME WALL WITH EXTERIOR CEMENT PLASTER FINISH AND STEEL CABLE WIRE GUARD. WIRE SPACING SHALL NOT PERMIT THE PASSAGE OF A4" DIAMETER SPHERE SEE THROUGH PREFAB EXTERIOR FIRE PLACE c:, Cl co 0 0 C\I > LI.I 0) <( 2 ...I c., (_) 0 LI.I z: <( Ill en LI.I Cf) ....I a: <( (_) E I I i Zea -3 0 B C B 6'-1" ii 11 I I I - I I a I I I I I I I I MARK ® © © FINISH SCHEDULE ELEMENT EXT. CEMENT PLASTER EXT. CEMENT PLASTER WINDOW/ DOOR FRAME DESCRIPTION 30/30 SAND FINISH SMOOTH STEEL TROWEL FINISH ALUMINUM MANUF./COLOR LAHABRA :WHITE DARK GREY WESTERN/ MEDIUM BRONZE c::, en > ....I en LI.I Ill 0 z a: <( Ill Cf) c:c ....I a: ...I <( (_) ...I 0 I'--c:c .,..... LC) 1-®-D-f-F_A_s_c_1A ___ -------j_s_H_E_E_T_M_E_T_A_L--+-M_E_D_1_u_M_B_R_o_N_z_E}~~:...._-::::::==::::::-----t ® CLADDING SHEET METAL MEDIUM BRONZE /,,f;},<o)_ ~ W.;,.0" E. 1/ /' UNDERSIDE T&G CEDAR I :; if}~ ,Q,<_.,_ ~ ® OF ROOF SIDING ! STAINED I* Iii 21*1' I , No. 025166 } 1 © GUARDRAIL STEEL POSTS MEDIUM BRONZE \<:0-\ / l' I I W/CABLEWIRE :7/'{'-~& 01.03 ,· ~ @ ,GUARDRAIL STEEL POSTS TRANSPARENT , Ot=: CJ>,\ .. \<,' . 20'-0' t I W/GLASS s·111 .• ,-... · iw··".·. +-------------=~c-c=-c-------------,~ 1---~-----~------'-------l '' ~;.r:w. !t"Sii I REQUIREDFRONTYARO : ROOF HEIGHTS " ;,i"'@i :~ I ID HEIGHT*** 6 Cl) ..... u I f I P16--.l}---~'"----------'-L--------'-'--------~--------'-----'-----"""-'-'-"P'IB-'~--'-c.=e"--------'1,,---0-P19 ROOF ELEVATION EXISTING GRADE' PROPOSED GRADE" 01---------+l---'-",l------'----------- A 1---------11--"-----'-l---------1► lt4------,D -+--+---------1 C I I I I I P1 P2 P3 79.80' 56.14' 56.50' 80.39' 56.45' 56.90' 80.39' 56.50' 56.90' 23.66' 23.94' 23.89' (1) ..... 0 <rJ ..c Ol lD ~ T""" t--m u 00 . NN 7 140~----~-------------'-0---P15 D1---------+~ C>--------- B 1--------- A>--------- G >---------- A>--------- G 1--------- B I----+~-- E -+----,,--------l E '--------~-+----,I Cf) z 0 -2'-II I 18'-0" ~ DECK PROJECTION DECK TO PL lr===71 g INTO REQUIRED YARD LJ--i ~::::Jt----t::=::;:;-----\C ~ -~ V I-I w I --------------==== -------------------0 z I [_ ll-oll--------------------------i'if------ll--------j C _,1 5 co 0 w Cf) ◄----------,o..?r--+------JA 0 a: 0.. 20'-1" PROPOSED FRONTYARD --r- 1 ---------- I I I ~ NORTH ELEVATION ,2e----~--------------------~ SCALE: 1/4" = 1'-0" F G H J K L M N I I I I I I I I I I I I I I I I I I I I I I -------L I p I I I I I I P4 79.80' 56.50' 56.80' 23.30' P5 77.47' 56.57' 57.60' 20.90' P6 77.47' 57.20' 57.50' 20.27' P7 77.47' 56.75' 56.80' 20.72' PS 77.47' 56.68' 57.60' 20.79' pg 76.80' 56.61' 57.60' 20.19' P10 79.80' 56.62' 57.60' 23.18' P11 76.80' 57.13' 57.40' 19.67' P12 79.80' 57.11' 57.40' 22.69' P13 79.80' 57.06' 57.40' 22.74' P14 76.80' 57.09' 57.00' 19.80' P15 76.80' 56.87' 56.90' 19.93' P16 79.80' 56.92' 56.90' 22.90' P17 79.80' 56.26' 57.00' 23.54' P18 79.80' 56.25' 57.00' 23.55' P19 79.80' 56.00' 57.00' 23.80' P20 79.80' 56.14' 56.50' 23.66' • EXISTING GRADES ARE OBTAINED BY INTERPOLATION BETWEEN THE NEAREST THREE SURVEY POINTS .. PROPOSED GRADE PER GRADING PLAN ••• HEIGHT IS MEASURED FROM EXISTING OR PROPOSED ID G1 G2 G3 G4 GS GRADE WHICHEVER IS LOWER GUARDRAIL HEIGHTS T.O.GUARD EXISTING PROPOSED HEIGHT***/ ELEVATION GRADE' GRADE** PROJECTION" 80.97' 56.58' 57.60' 24.39' I 0.39' 80.97' 57.27' 57.50' 23.70' I 0 80.97' 56.75' 56.80' 24.22' I 0.22' 80.97' 56.67' 57.60' 24.30' I 0.30' 80.97' 56.49' 56.80' 24.48' / 0.48' EXISTING GRADES ARE OBTAINED BY COORDINATE INTERPOLATION BETWEEN THE NEAREST THREE SURVEY POINTS " PROPOSED GRADE PER GRADING PLAN .., HEIGHT IS MEASURED FROM EXISTING OR PROPOSED GRADE WHICHEVER IS LOWER •••• VERTICAL PROJECTION OVER THE 24'-0" HEIGHT LIMIT (MAX ALLOWED: 3.5') GRADING LEGEND ------ Q EXISTING GRADE @ CRITICAL POINTS PROPOSED GRADE @ CRITICAL POINTS R Cl) z 0 -I-~ w ...J w I... -Ol Ol 0 l'--<( ::i <( . 1--<) ~ C (/) . 0:, . :r: .. 0 (/) <) -0<(-..... a:: w <rJ ro OC055 w <( l!) 0 UzN ·<(Ol (/) --' "' 8 C .,. 0 0:, (1) .,. (/) l!) .,. 0:, ..c -a. (1) ..... (I) CDP SU BM ITT AL 02 CDP SUBMITTAL 03 11.28.18 ~------j11 CDP SUBMITTAL 04 2 A3-2 s I I I I I I I I I I I I I I I I I I I I ~I I ~I Cl:\l I ~I ~1 ct\ I :1 ~I ~I I I I I I I I I I I I wl z -, ~I z, ~I 'i. BAKER LAND SURVEYS INC. /f'\_ CARLSBAD, CA. (760) 729-6676 'f- ~ \</, ':i . I-z w ::;; w > < IL IL 0 w .J) a w '? ~ '<z, ., ..... :,C,AL.E I" • 10' [!, @ I) HOU'.',E .J------------------------,.,56.4 PUBL.IG UTIL.ITIES AND PT+T EASEMENT PER MAP 2696 AND TITL.E REPORT ~ 10.00' ~6~ ~ Y' ///-----,~ WM '-1':l:=~r""v'"-_.,._.-.;,:~-"7~~:;;ji;,;·~~;:,l~==-::L=L -=-:=LX~:::::.2X:.:C-:::-~x,._-:::-::LX ::::LX:::::::1X!_-~::.Xc.. -:::-=..o.X::::::::=;-;;°:;x ;==::c..::--::-2x::::';;;~x;:;-~;::L.X ::::JS:X:::::::.2X:.:C-:::-~x~~V~~~ffl\ WAL.I... AND FENCE CORNER:, L.OGAT ION '.',5"f22'39"W 57.o'f-'/-57.3 110.00' / :, l,"<i,-~ ~A!' \ DETERMINED BY INTER'.',EC, TION DUE z <,, Q <,, --.l tu' -. ~ I\ u 0 0 g 8_ OJ OJ 'l "' .,, / TO L.AGK OF AGGE'.',S ,.,.5_6_· -----------------ss.9 WAL.I... DISAPPEAR'.', '' / INTO DEBRIS ),, / I "------------ 1 0 I I I/ o'>"o <;;'\ ~ I 'f-I / ,------56.7 '/-57.1 : ffi OO I I :,"' 'f/ a•• 11" ,,,I ,"' ,,, ! .\ Ol O v 57.2 I • '/- WI-::Z: , 0~ I <-'1 .• V 56.6.,__.~~ ·; O ~ O'f-s> I 0 0 _J ·O I z I~ <,, ; --.l 11':ci I~ I I I I \ IL 50:i si;:.,. 0 'f-,s,I 59.1 \1, .------i9:_....,.. _____ o 't iW I I ~ " 51.'l 'f-I Cl' ( ·,s," '0 , 11. \. 1 ,, 1 lo -I 51.o'f-o ~ lj)O I ,_ I ! 5°·5 0 A R A 0 E -0 I I . 51.59 AC, Di'VEWAYI GONG " if' I -J O '' '' Q 'f-57.3 : /,------I I ....,!--;-;·~~,~---,---i-,i,5=s~.4-------,-~ _J ,--.f( ,r ·, I I ! I 51.62 / ~ EM i 56:6 --Q '.\? '1>' ' , O / I g':i s> \ \ WAL.I... AND FENCE CORNERS L.OGA TI ON r _ _j\-=-=-=-------\::::---~S~5"1'~22~'~39~·~·w~~;11~0;.0~0i' =r~l~~5o~-~~§~-~-~·~r=~~~~,;:~!':>~':i'\se~~~o~¥"r~~~~57~· ~• ~<j,'ose~~5 ~•,9~~/. / DETERMINED BY INTERSEG TION DUE 1\ ~ --S;,0 ·----..,,---~ --/TO L.AGK Of ACCESS () ':i~ "· l)y'< -. "" '{_ / , A-~~ ., ()' ' "<" 0, ..,. V -i:P_ " I ,_ _,, ,<' ( ·5,.5 58 0 ". f-s ---- 1 !"------------~-----------·= ---H , Ji -..,_ -1-·---..__ Gj I --~-HOUSE -W I "" I I 0 50.00' BL.S JOBll W952 BL.S DW0 952_TOPO_fL.AT ---------- TOPOGRAPHIC SURVEY PLAT LOT 50 OF MAP 2692, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, SURVEYED AT THE REQUEST OF THOMAS ALLANSON AND PAULA SELVIDGE ON 3/7/18 BASIS OF B.EVATIONS ELEVATIONS SHD\./N HEREON ARE BASED ON MEAN SEA LEVEL DATUM PER CITY OF CARLSBAD BENCH MARK 'CLSB-057', NGVD29 ELEVA TI□N 44.01. ELEVATION 170,71. ON SITE BENCH MARK -BRASS CAP IN STREET MONUMENT BOUNDARY SURVEY LDT LINES SHO\./N HEREON \./ERE DETERMINED BY A BOUNDARY SURVEY USING FOUND MONUMENTS AND RECORD DATA PER MAP 2696, CORNER RECORD 25577 AND CORNER RECORD 38095, 11TI..E FEPOR I PRELIMIINARY REPORT ISSUED BY FIDELITY NA TI □NAL TITLE COMPANY. DATED DECEMBER 1, 2017. ORDER ND, 00103126-992-SD1-KM4 l..EGEtO WM WATER METER 0-H OVER HEAD L.INE EM EL.EGTRIG METER 0 EXl:,TIN0 TREE WITH APPORX. DIAMETER 'f-'.',POT EL.EVATION PP POWER POL.E :,C,O SEWER GL.EANOUT TW TOP Of WAL.I... ff FINl:,HED FL.OOR DRAWING REVISIONS DATE DESCRIPTION 03/0 '/18 ORIGINAL ISSUE ------~-----------------·· ------------------------- PACIFIC OCEAN FS 51 .4 (EX.) VICINITY MAP NOT TO SCALE 21.8' EDGE OF EXISTING PAVEMENT 2% FS 51.7 - PL I 5' I 10.25, ~ \ I I \ I 12' FS 51.2 EX. 6"AC WATER SERVICE EX.4" HP GAS SERVICE 5' 3' FS 48.67 \ :ii \ \ \ I ~ GARAGE FACE SECTION A DRIVEWAY PROFILE SCALE: 1"=10' Ui Ui (JJ STORMWATER BUBBLER (TYP) 4" OVERFLOW DRAIN TG & IE PER PLAN DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL DETENTION BASIN FG & IE PER PLAN 1,, ! ,==i Ii l i===i ,-,,,1-·11·· 1--1!:1--1 ii ,--1,,, 1--, I !-~--: ! 1,· : i--j I : '1 , __ I, I, __ , . STORM WATER DETENTION AREA DETAIL NOTTO SCALE • 8/0REJENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. /HE MIX SHAU CONTAIN 50-60% SAND, 20-JO% COMPOST OR HAROWOORD MULCH, AND 20-J0% TOPSOIL " REFER TO LINER MANUFACTTJRER'S SPECS FOR INSTALi.AT/ON ---------------------1 -- FS57. Gl EX. w/nER METER :ii TO REfl'.1AIN IN Pi-ACE I \ \~ \ \ \ ' \ I \ \ i \ I ' G) RC\v I PRELIMINARY GRADING PLAN SELVIDGE RESIDNECE 5170 CARLSBAD BLVD CDP 2018-0038 5156 CARLSBAD BLVD APN 210-033-07-00 L C-T ~~-EX.SEWER I LATERAL PER WG 141-5 ANY OFFSITE GRADING WILL REQUIRE PERMISSION FROM ADJACENT PROPERTY OWNER ! I (1UTDOOR SHOWER TO BE COVERED BY STAIR ABOVE. DRAIN TO BE TIED TO Pf OPOSED RESIDENCE I/PT&;" EASD,~ENT ~ER DOC NO. / RECORDED ON ;0/13/~950 I I ' i 11 '' IE 48.30 TW55.0 BW50.5 TW55.0 BW 51.0 FS 57.0 TW 57.0 ' . . ~~f9 !WAT R FEATURE -1tPEFiliNDSCAPE H O U S E FG 56.9 1 TG 56. 'o"· IE 55.4°""-"~ ~ I cl,, FS 57.6 ' . ~\ ..........._ RO FCNE~~~ FS 57.6 0) ANY OFFSITE GRADING WILL REQUIRE PERMISSION FROM ADJACENT PROPERTY OWNER L O T ,:19 100' 50' APN 210-063-02-00 5184 CARLSBAD BLVD 50' ····-·-' ,..._ ' / Ro w 10.00' i TW63.5 ;,, BW56.5 ,, z >i:' ~ ' 0 I 'I Ge i I °"TG 57.8 ' ' _:; IE 57.0 I -1 -:i_ 10.0' UTILITY EASEMENT ' B :·, z Ill W : ! C; '"' : ~ : I~ i I I ., 0 PER MAP 2696 C APN 210-063-20-00 5183 LOS ROBLES DR POOL WALL',! 'i::X 6' FENCE TO BE ' . . ·1 .6 EMOVED AND p 1 , RECONSTRUCTED EX. 18" CMU WALL -TO REMAIN . TG 59. ,1 / IE 57.0 i · \ I ~~. u~,9 ::: I WALL. ,AND ~ENCE _CORl'lERS LOCA:ioN : Xr. 1 l i i DETERMINED SY !hJTERSECT:QN DUE 59.0 /\ -/ TO LACK CF ACCESS 56.5 ~~ ?Y I I 10 5 0 10 20 30 ~'-~ I 1----11 ------- SCALE: 1• -10' I I I ' \ CDP 2018-0038 GENERAL NOTES A.P.N SITE ADDRESS EXISTING LOTS PROPOSED LOTS TOTAL GROSS AREA OED/CATION AREA NET DEVELOPABLE EXISTING USE PROPOSED USE PROPOSED DENSITY BUILDING COVERAGE BUILDING FOOTPRINT LANDSCAPED AREA IMPERVIOUS AREA PARKING SPACES SEWER DISTRICT WATER DISTRICT SCHOOL DISTRICT ELECTRIC TELEPHONE CATV FIRE PROPOSED # OF UNITS EXISTING ZONING PROPOSED ZONING COASTAL ZONE FLOOD PANEL EXISTING GENERAL PLAN DESIGNATION PROPOSED WATER DEMAND PROPOSED SEWAGE GENERATION PROPOSED DRAINAGE DISCHARGE MASTER DRAINAGE BASIN AREA OF SITE UNDEVELOPABLE PER ZONING SECTION 21.53.230 210-063-01-00 5170 CARLSBAD BOULEVARD 1 1 6,600 SF =0.15 AC 0 SF 6,600 SF =O. 15 AC RESIDENTIAL RESIDENTIAL 6.67 DU/AC 39.9% 2,663 SF 2,100 SF 4,500 SF 2 (GARAGE) CITY OF CARLSBAD CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELECT/RC AT&T TIME WARNER CABLEVISION CARLSBAD FIRE 1 UNIT TWO-FAMILY RESIDENTIAL TWO-FAMILY RESIDENTIAL YES 764 R-4 250 GPO /DU * 1 DU = 250 GPO 220 GDP/ DU * 1 DU = 220 GPO 0.50 CFS AGUA HEDIONDA HYDROLOGIC AREA (904.3) N/A GENERAL PLAN DESIGNATION R-4 RESIDENTIAL VOLUME OF CUT: 150 CY VOLUME OF FILL (PER GRADING PLAN): 20 CY VOLUME OF EXPORT: 130 CY REMEDIAL GRADING: 65 CY VOLUME OF OTHER EXCAVATIONS: 0 CY TOTAL GRADED AREA: 6,600 SF (0. 15 AC) 130 / 0.15 = 867 CY/ACRE 867 CY/ACRE< 7,500 CY/ACRE, THEREFORE POTENTIALLY ACCEPfABLE PURSUANT TO C.M.C. 21.95.120(0)(2) THESE QUANTITIES ARE APPROX/MA TE AND ARE SUBJECT TO CHANGE BASED ON FINAL ENGINEERING DESIGN AND DETAILING. LEGAL DESCRIPTION: LOT 50 OF MAP 2696, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY DATED MARCH 3, 2018 PERFORMED BY BAKER LAND SURVEYS INC. ±22' ±28' ±28' ±22' STANDARD SOURCE CONTROL & SITE DESIGN BMP'S USED * "SEE PROJECT STADNARD PROJECT REQUIREMENT CHECKLIST E-36 LEGEND 2% PL EX6' Ir-FENCE ~ nt--~ TW 57.2 SECTION B SCALE: 1" = 1 O' CENTER LINE CARLSBAD BL VO TYPICAL SECTION 5'SETBACK~ EX. FENCE~ PL \ 6" CURB WALL 1 I l EXISTING RESIDENCE ! SECTION D SCALE: 1"=10' PROJECT SITE PROPOSED RESIDENCE FF 57.72 SCALE: 1"=10' SECTION C SCALE: 1"=10' DRAINAGE SC-1 PREVENTION OF /WCIT DISCHARGES INTO THE MS4. SC-5 PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF & WIND DISPERSAL SC-6 BMPs BASED ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS SD-1 MAINTAIN NATURAL DRAINAGE PATHWAYS & HYDROLOGIC FEATURES SD-3 MINIMIZE IMPERVIOUS AREA SD-4 MINIMIZE SOIL COMPACTION SD-5 IMPERVIOUS ARE DISPERSION SD-6 RUNOFF COLLECTION SD-7 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES GRADING NOTE ANY OFFS/TE GRADING WILL REQUIRE PERMISSION FROM ADJECENT PROPERTY OWNER. DESCRIPTION SUBO/VIS/ON MAP BOUNDARY EXJST. CONTOURS ROAD CENTERLINE SETBACKS LIMIT OF BUILDING BASEMENT LINE ROOF LINE PROPOSED RETAINING WALL PROPOSED BIORE1EN110N AREA HATCH REPRESENTS PCC PAVING PROPOSED LANDSCAPE AREA 4• PVC PIPE FOR DRAINAGE CONVEYANCE OIREC110N OF DRAINAGE GRADE/ELEVA 1/0N CALLOUT STD. OWNERS STATEMENT: SYMBOL -------- ---56---------- r . F S 51 . 33 ---......_ I HEREBY CONSENT TO THE FILING OF THIS PRELIMINARY GRADING PIAN DATE INITIAL OTHER APPROVAL REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL ---------- DA TE INlllAL OTHER APPROVAL PAULA SELVIDGE 2406 TRONA WAY CARLSBAD, CA 92009 (760) 696-2900 DATE . . 0:: 0 Li.. <: <::( ct (.') <: -a ~ (.') >-0:: ~ -~ -i] 0:: a.. ~ C) I r<, <.o C) I C) ~ C"-1 :i Q . <::( No. 71651 Exp. 12/31/19 m -_o cnN (D I --,... r<) • wl ON n:: - -w 0 f--;> z <( . ~ g~ lJJ l) as a --en lJJ ct: lJJ (!) a ~ -.J lJJ en "( ::,, a:, :?: '--" ci'i u.J a co "'-~ co ~ "( a n:: 0 <( f-- <( z n:: <(-_Q._ Cl:'. X CDW co a a ~ o c:i ti5 C/) -.J 0:: o ~~ -J en a ti5 C/) -.J 0:: o ~ ..... lO :r: ~ ~ "( 0:: a a -II , - ki --J "( u (/) SHEET C1 PLSA 2912 --1 AT~TLANSON - SIDENCE 5I70 CARLSBADBLVD92008 VICINITY CITY OF OCEANSIDE HIGllWAY, 7a PACIFIC OCEAN MAP NOT 10 SCIII.E CITY or VISTA DIAL TOLL FREE 1 -800-422-4133 AT LEAST TWO DAYS BEFORE YOU D:G LOCATION MAP NOT TO SCALE RYAN PRANG~ CA LIC.#91542- ~ California Landscape &S~~~~~~rs ARCHITECT/ ENGINEERS STAMP SEAL DA1E INITIAL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA --0<,te:_ DESIGNER OF WORK H,.. DRAWING INDEX: SHEET TITLE SHEET NUMBER 11TLE SHEET LlO IRRIGATION PLANS L14 IRRIG. LEGEND & NOTES L14,L15 /RR/GA TION DETAILS LlS PLANTING PLANS Lll PLANTING LEGEND & NOTES LL], L12 PLANTING DETAILS L12 DECLARATION OF RESPONSIBLE CHARGE: / HEREBY OE:CI.ARE "'HAT I AM THE UCENSED DESJGNE:R OF WORK FOR 1H/S PROJECT, THAT 1 HA YE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 1HIS PROJECT AS DEFINED IN SECTION 6703 OF 7HE 81.JSINESS AND PROFESSIONS CODE AND 1HA T 7H£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT 1HE CHECK OF PROJECT DRAWINGS AND SPECJFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT Of" EN\IIRONMENTAL HEAL TH IS CONFINED TO A RE\llfW ONLY AND DOES NOT REL/EYE ME. AS 1HE UCENSED DESIGNER OF ltORK, Of" MY RESPONSIBILJTIES FOR PROJECT DESIGN. 1HESE PLANS HA\/£ BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH 1HE APPROVED LANDSCAPE CONCEPT Pl.AN, WA 1/aR CONSl:RVA 110N PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL REI.A TED TO LANDSCAPING. 8Y: PHONE NO: ( __ ) REGISTRATION NO: _____ E:XPIRA110N DATE: _______ _ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAIIIUAR l'tf1H THE REQUIREMENTS roR LANDSCAPE AND IRRIGA710N PLANS CONTAINED IN 1HE CITY OF CARLSBAD'S LANDSCAPE MANUAL .t WAl'ER EFFICIENT LANDSCAPE REGULATIONS. I HAii£ PREPARED 1HIS PLAN IN COMPI.JANCE 1'1!1H 1HOSE REGULA 1lONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGUU, 1IONS TO PROWDE EFFICIENT IJSE OF WA 1ER. BY: PHONE NO: (_) REGISTRATION NO: _____ EXPIRATION DATE: _______ _ BACKFLOW PREVENTER TESTING: ALL IRRIGA710N BACKFI..OW PR£1IENTERS SHALL st. 12:"SIED BY A CERTIFIEIJ IESIIR AND RESULTS MUST BE GIIIE'N TO THE CITY AND THE CARLSBAD MUNICIPAL WAmi' D/S1R/CT. PIPE BETWEEN THE M£TER AND BACKFl.OW PREVEN1ER SHALL BE "SCHEDUI.E K HARD COPPER". APPROVED CONTRACT BACKFl.OW ll:"SlERS CAN BE FOUND ON THE CITY 11£8 S/1E AT: H11P://WWIKCARLSBADCA.GOV/SER'ACESfi)EPAR1MEN'IS/WArrR/DOCWENTS/RECYC!EDWAl'ERBACKFLOwrES7ERUST.PDF FOR RECYC!ED OR HTTP:/ /WWIKCARLSBADCA.GOV/SERVICES/VEPARDIEN7S/WA7ER/DOCWENTS/WA1FRBACKFLOWTES7ERUST.PDF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPEC110N PROCEDURES: INSPEC110N OF THE PRO..£CT SHALL BE PERFORMED BY 1HE LANDSCAPE ARCHITECT OF ll'ORK. OR HIS DESIGNA7E'D AGENT. REFER TO THE SPECtRCA'UONS FOR THE SCHEDIJLE OF REQUIRED INSPECTIONS AND REQUIRED SIJBMITTALS. FOU.Ol'tfNG COMPt.ETION OF THE WORK. THE LANDSCAPE ARCH/1ECT OF THE WORK IIILL CERTIFY THAT THE INSTALLA'UON HAS BEEN COMPl.£1ED BY SIJBWT11NG THE "CER1IFICA7ION OF COIIPLE110N" FORU. A REQUEST FOR A FINAL LANDSCAPE INSPEC110N BY THE CITY MUST ALSO BE MAO£ BY CAWNG 1HE INSPEC710N REQUEST LINE. "CER11f/CA11QN Of COft/PLE11QN" fQRM FAX ID; f76Q} 9ff:-8943. LANDSCAPE fNSPECTIQN B&QUW PHONE UNf: f7liQ1 6Q2-46Q2, PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UT/1.flY LOCA 110NS AND REVISE' PLANS ACCORDINGI. Y TO FULLY SCREEN ALL U11UTIES FROM VIEW AND PROTECT ALL U11U1/ES (ABO\,£ .t aaow GRADE) FROM INVAS/\£ PLANT GROWTH AND ROOTS. APPROVED FOR The applicant will be pnrsuing the Standard Review Process. Therefore IRRIGATION AND PLANTING the PCO and Appendix Dis not applicable to this project. ONLY, INCLUDING PRECISE At the time of the final inspection, the permit applicant must provide the LOCATION OF PLANTING owner of the property with a certificate of completion, certificate of AREA. installation, inigation schedule and a schedule of landscape and inigation maintenance. HAS BUIL T 0 My company, Falling Waters Landscape, doing bnsiness under California TIIIBSHEET 0l/16/2019 landscape contractor's license #915424, certify that I will install & supervise the installation of the planting and irrigation shown on these RCE EXP. DATE plans. REVIEIJED BY• RY ANS. PRANGE 9/14/20 JS Name Date INSPECTOR DATE : PLANNING DIVISION : Ll0 ~I CITY OF CARLSBAD IISHEEiSI LANDSCAPE .IMPROVEMENT PLANS FOR: ' 5170 CARLSBAD BLVD. CARLSBAD, CA 92008 11TI ,:-I APPROVED: PLANNING I DWN BY: I PROJECT NO. IIDRXXXX0 ] DA'!E INITIAL DA1E OOTIAL CHKO BY: xxxx REVISION DESCRIPTION OTHER AFPRr:NAL CITY APPROVAL RVWD BY: (Ef 5:2.1B)\ ! \ I , ! I \ \ , \ ,: w I I ,: w I I ,: w DI TANCE UN S VE~CULAR SIGr ,: ,: I I ,: I ,: I I ,: I I ,: , I \ ,: w I w I (EX 52.tB) M 1-s w l EX. SEWER I LATERAL w I EDGE OF PAVEMENT w w I (EX 52.40)"{ ,: I ,: I \ s ,: Q I i I \ i ,: \Q I IMFT.RViOUS 11 H.'\l>=:.'1'~ (CC.,:<CRF.!D ,: Q I 1, ,I " ', 1 , I ~I I 'r---r---~~="" I ~ ,_ 1~ "' i <\ ! \ I I ,: I ,: I ,: ,: EX. STORM I DR~N LINE ,: EX. 6" VCP I SEWER LINE ,: I \ I ! ! \ ;ow ~I OJW ►I Ow ~I <w ~I w I w I \ w 'w I I I i i I I ,: I ,: I " I ,: f .// OV~RFLOW Q:UTI,ET I i I EX. 6" ,: AC WATER IERVICE 1,: M EX. 4" HP G S SfRV'CE Q OVERFLO~ \ STRUCTURE ! I ! / 10.5%L 1 ~ l8l cc (EX 55.7}\l':===========e~~~7Ti;;;;;=============''='=''=-')~ \, DRAINAGE LINES 20.1%-----':> IMFc)e.\'IO"JS H,\RDSCN'E '(rl;-1(11.,.,T,, DOWNSPOUT TYP. • • -::;:::::: --;::;::-::;:: :;;;;_:;:;::;:: -;:.,_g~i.,_,.;, ,:C;::;::::;:: -,CD,-CIC:Tul TRENCH DRAIN i MOM'S SUITE vc~=cwo=" BATHROOM FAMILY ROOM O.C see CND~7DRYLl;>,l,~ I ~l IW'r.RVI.Jl!S llk"IDSC"A."E ['c"O'<C!L',IE) 21.56~--------,. : ~iosTORJb.;...,i,: /~====-===:C:/ \_(EX 56.7) 0 l f b \ --------DRAINAGE LINES....__ ......._ --- I I ~(EX 56.34) OFFICE (=BEDROOM} LAUNDRY BATHROOM/ POWDER BATHROOM REAR PATIO •1' ~ (EX 56.6) 10 I ELEORI L _I;':::::::;;_~~ BEDROOM I "UJ'<GH,\J MAXDEPT:-l@O WATR1.NE@58,ll' l8l ~[EX 57.2] eU.!~Ge?OOLc l!A.SD8.'TI{@,~5 W\TEF[U:,,C@SS r.- Al1ck:'._'1SQ ~(EX 57.3) -·--·-·---·-----:-r~·-·-·-----·----i~t;~~:i;-----·--- ' ,coc<~RE1E (TW 57.0) =~= =::!= ==-== Q TW 56.9 {lW 56.5) -•-- (TW 57.2) (BW 53.3) rr""=================='==================;i~(EX 56.6) (EX 53.5) ·- ,· 2%-----1- 1 MIN (TW 58.95) (BW 57.7) • (TW 59.1) {BW 57.4] (TW 59.17) (BW 57.6) (EX 57.9} DEMOLITION NOTES: V ALL EXISTING TREES AND PALMS ON SITE TO BE REMOVED D PRIOR TO CONSTRUCTION RIGHT-OF-WAY SQUARE FOOTAGES Botanical/Common Cont Quantity Water Factor Height! • EXISTING DRIVEWAY MATERIAL WIILBEREMOVED;NEW DRIVEWAYWIILMOVENEAR THE WEST CORNER OF PROPER1Y • • ALL EXISTING HARDSCAPE (CONCRETE) SURROUNDING EXISTING RESIDENCE WIILBECAREFUILYREMOVED REFER TO ARCHITECTURALDEMOUTION DRAWINGS FOR REMOVAL OF THE EXISTING STRUCTURE AND THE ADDIDON OF THE NEW RESIDENCE • REFER TO CNILDRAWING FOR REFERENCE TO PROPOSED CUT ANDFIILON PROPER1Y. THE EXISTING SITE JS ROUGH GRADED UNDER PRIOR PER.i\ITTS FROM THE PREVIOUS OWNERS. • ANY SALVAGEABIE PLAi.'\fT MATERIAL WIIL BE SAVED AND USED ONCE CONSTRUCTION IS COMPIETE • REMOVENORTH-EASTFENCEATREAROF YARD AS INDICATED FOR CONSTRUCTION • PRESERVE AND PROTECT EXISTING OFFSITE FENCING ADJ AC ENT TO SIDE YARD PRO PER1Y LINES • • INCORPORATECOMPOSTATARATEOF ATIEASTFOUR CUBIC YARDS PER WOO SQF TO A DEPTH OF 6 INCHES INTO IANDSCAPEAREA(UNIESS CONTRAINDICATED BY THE SOILS TEST) 'THERE SHALL BENO ALTERATION OF NATURAL TOPOGRAPHY, REMOVAL OF VEGETATION OR ERECTION OF STRUCTURES OF ANY TYPE UNIESS APPROVED BYTHECALJFORNIACOASTAL COMMISSION OR ITS SUCCESSORS" TOTAL HARDS CAPE: DECO RA TNE LA:',DSCAPE AREA: LANDSCAPE AREA: 492 SQF. 342 SQF. 396 SQF PROPOSED SITE SQUARE FOOTAGES TOTAL LOT AREA: BUILDJNG FOOTPRINT: HARDSCAPE AREA (IMPERVIOUS): LANDSCAPE AREA (PERVIOUS): IRRIGATED LANDSCAPE AREAS: WATER FEATURES: DECORATNE LANDSCAPE(GR4. VELS/PEBBLES): NON-IRRIGATED LANDSCAPE AREAS : TOTAL:2,173 SQF 6,600 SQF, 2,633 SQF, 1,794 SQF. 1,589 SQF, 413 SQF. 171SQF. -0-SQF, EXISTING SITE SQUARE FOOTAGES TOTAL LOT AREA: BUILDING FOOTPRINT: HARDSCAPEAREA (IMPERVIOUS): LANDSCAPE AREA (PERVIOUS): IRRIGATED LANDSCAPE AREAS: WATER FEATURES: DECO RA TNE LANDSCAPE: NON-IRRIGATED LANDSCAPE AREAS : 6,600 SQF. 1,341SQF, 975 SQF. -0-SQF. -0-SQF. -0-SQF. -0-SQF. -------------------------- Archontophoenix cunninghamiana / Multi-Trunk King Palm Pl b / R d F umenaru ra e rang1pan1 Chamaerops hum ii is/ Mediterranean Fan Palm Cu press us macrocarpa / Monterey Cypress Melaleuca nesophila / Pink Melaleuca Botanical/Common Aeonium arboreum 'Zwartkop' / Black Rose Aeonium Agave americana / Century Plant Agave attenuata / Foxtail Agave Agave x 'Blue Glow'/ Blue Glow Agave Aloe thraskii / Aloe Bambusa textilis / Weaver's Bamboo Campsis radicans / Trumpet Vine Carissa macrocarpa / Natal Plum Beaucarnea recurvata / Pony Tail Palm Chondropetal um tectorum / Cape Rush Cordyline australls 'Torbay Dazzler'/ Grass Palm Dietes grandiflora / Wild Iris Feijoa sellowiana / Pineapple Guava Festuca glauca / Blue Fescue Festuca mairei / Atlas Fescue Juncus patens / California Gray Rush Muhlenbergia rigens / Deer Grass Sansevieria trifasciata / Mother-in-law's Tongue Botanical/Common Carex tumulicola / Berkeley Sedge Sedum reflexum 'Blue Spruce'/ Blue Stone crop Dymondia margaretae / Dymondia 15gal 15 I ga 15gal 15gal 15 gal Size lgal 5 gal 5gal lgal Sgal lOgal 5gal 5gal 5gal 5gal 5gal 5gal lOgal lgal lgal lgal 5 gal 2gal Cont 4" flat flat 3 2 1 1 1 Quantity 15 4 7 16 2 14 2 9 3 10 18 17 19 54 30 32 8 17 Spacing Quantity 24" 0.C. 130 3" o,c. 2,836 311 o.c. 1,652 MEDIUM (.5) LOW ( 3) LOW (.3) LOW(.3) LOW(.3) Water Factor LOW (.3) LOW (.3) LOW(.3) LOW (.3) LOW (.3) MEDIUM(.5) MEDIUM (.5) LOW (.3) LOW (.3) LOW(.3) LOW (.3) LOW (.3) MAX: 40'-60' MAX 25' : MAX:30' MAX:130' MAX: 20' MAX HEIGHT 6' AVRG. HEIGHT3'; MAX 20' LOW (.3) MAX: 10'-15'; TRIMMED @6'-8' LOW(.3) LOW (.3) LOW (.3) LOW (.3) LOW(.3) Water Factor LOW (.3) LOW (.3) LOW(.3) l'.rn,.n1 1 c1., 1 / ENGINEERS STAMP SEAL Exl)irGti'on ll<,te: ------- I DA1'E INfllAI. DESIGNER OF WORK 1'1, PIANT SCHEDUIB PIANTING PIAN TREES SHRCBS @ 0 * 0 * BOTANICALNAME I COMMON NAME Archomophoenix cunninghamiana / Multi-Trunk King Palm MAX40-60' ;WF:MEDIUM Chamaerops humilis / Mediterranean Fan Palm MAX30' ;WF:LOW Cupressus macrocarpa / Monterey Cypress MAX 130': UNDERSTORYTRI.MMED TO 6' ;WF: LOW Melaleuca nesophila / Pink Melaleuca MAX20' ;UNDERSTORY TRIMMED TO 6' ;WF:LOW Plumeria rubra / Red Frangipani MAX25' ;WF:LOW BOTANICALNAME I COMMON NAME Aeonium arboreum' zv..,artkop' / Black Rose Aeonium WF:LOW Agave americana / Century Plant WF:LOW Agave attenuata / Agave WF:LOW Agave x' Blue Glow' I Blue Glow Agave WF:LOW Aloe thraskii / Aloe WF:LOW Bambusa textilis / Weaver's Bamboo WF:MEDIUM Beaucarnea recurvata / Pony Tall Pahn WF:LOW Campsis radicans / Trumpet Creeper WF:MEDIUM Carissa macrocarpa / Natal Plum TRIMMED @42"; WF: LOW Chondropetalum tectorum J Cape Rush WF:LOW Cordyline australis 'Torbay Dazzler' / Grass Palm WF:LOW Dietes grandifiora / Wild Iris WF:LOW Feijoa sellowiana / Pineapple Guava WF:LOW Festuca glauca / Blue Fescue WF:LOW Festuca mairei/ Atlas Fescue WF:LOW Juncos patens / California Gray Rush WF:LOW Muhlenbergia rigens I Deer Grass WF:LOW Sansevieria trifasciata / Mother-in-law's Tongue WF:LOW CONT 15 gal 15 gal l5 gal l5 gal 15 gal SJZE lgal 5 gal 5 gal !gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 15 gal !gal !gal 5 gal 5 gal 2 gal 3 1 1 2 QTY l5 4 7 16 2 J4 3 2 9 JO 18 17 19 54 30 32 8 17 GROUND COVERS BOTANICALNAME/ COMMON NA!v!E CONT SPACING Carex tumulicola / Berkeley Sedge WF:LOW Dymondia margaretae / Dymondia WF:LOW Sedum retlexum' Blue Spmce' / Blue Stonecrop WF:LOW 4'pot 24"o.c. flat 3"o.c. fiat 3"o.c. N. T. YT' \_ \Te j \g[ g[ X eXd h \eX' Xa gf Yb e _ TaWVTcXTaW \ee\ZTg\ba c_Taf VbagT\3XW\a g[ XV\gl bYVTe_flJTW11 LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED TIDS PLAN JN COMPLlANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULA TIO NS TO PROVIDE EFFICIENT USE OF WATER." "IHA VE COMPLIED WITH THE CRITERIA OF THE RYAN PRANGE ORDINANCE AND APPLIED THEMACCORDJNGLY FOR CA LIC.#915424 THE EFFICIENT USE OF WA TERIN THE LANDSCAPE ~ California DESIGN PLAN" LaftdScape Coni:racto(S ociati.6n 130 \276 SC AIB: i" = T-0 " 2,836 4 0 8 16 ru-i_ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" PIANTING PIAN 01' 16/ 2019 RCE EXP. DATE REVIEWED BY: INSPECTOR DAiE []T]I CITY OF CARISBAD II SHEETS I Pl.ANNING DIVISION L 11 LANDSCAPE llo!PROVEMEN'l' PLANS FOR: 5I70 CARLSBAD BLVD. CARLSBAD, CA 92008 I APPROVED: PLANNING I OWN BY: l PROJECT 1110, I DRAWING NO. DA'IE INITIAL DA'IE IN\llAL. CHKD BY: REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL R\/WD BY: xxxx xxxx --------~--- WATER WELL: 4" HIGH AT SHRUB, NO WATER WELL AT LAWN AREA. 1 48" O.C. 12" ~1- 12" · 1 ' 48" O.C. • • I . 24" 0 ' ) \ f L 2X4 REDWOOD CON HEART / HEADER BOARD. \ 1 X4X24" SPLICE BOARD. \\ L L2x2x15" REDWOOD STAKES, SPACE AS SHOWN. BEGIN CURVE, WHERE OCCURS. L 1 /2" X 4" REDWOOD BENDER BOARD, 3 LAMINATIONS, LAP JO!NTS 12" MINIMUM. PLAN VIEW LAWN SHRUB I SHRUB ---=r:::;:;;::4'il:~~~•~::[I f1=-' -7 = =11 ITT-'-,,--II 1}---11 ',' ') j"fi /\ 2X4 REDWOOD HEADER 1,;r' 71'::-''' -, 1--'-' BOARD. . . / "'-----1 X4X24" REDWOOD SPLICE BOARD. _____/' I 1 /2" X 4" X THREE LAMINATION REWOOD BENDER BOARD. 2X2X16" REDWOOD STAKES @ 48" O.C. LAWN 0..--------@1----- 2X4 REDWOOD HEADER BOARD !'a!-0" FX-PL-FX-EDG-0 I 2 X ROOTBALL 12" AT 1 GALLON 22" AT 5 GALLON 32" AT 15 GALLON SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE =--, AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL. 1 FINISHED GRADE. -m_· ,...l -,, -= 11-11 1 11 : 111=-• 1=111 ·11: 11,-,_,,_. ill 1 1 1=-' PLANT TABcETS AS NOTED OR SPEICIFIED. '-----BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. '---NATIVE SOIL MIX FIRMLY COMPACTED. ~() ;,, I w w °' w f--w °' _j f-- <( X '-' 0 "' al -f--f--<( 'I ""'t Ii t <D "' ' I s;- ::,c ROOT ::, ::,c BALL z ::,c ' <D "1 16" STAKING DETAIL SECTION VIEW -::_,-----Modified soil. Depth varies. (See specifications for soil modification). Existing soil. Groundcover plants lo be ---.._ triangularly spaced. Pavement.---.._ PLAN Notes: 1-See planting legend for groundcover species, size, and spacing dimension. 2-Small roots ~·•or less) that grmv around, up, or down the rooL ball periphery are considered a normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail). 3-Settle soil around root ball of each groundcover prior to mulching. GROUNDCOVER 3/4"=f-0" DOUBLE STAKE WITH WIRE: #12 GALVANIZED WIRE THROUGH THE EYE OF "C:NCH-TiE" RUBBER SUPPORT. 2" DIAMETER LODGEPOLE PINE TREATED TREE STAKES. SET PERPENDICULAR TO PREVAILING WIND. REMOVE NURSERY STAKE BY THE END OF MAINTENANCE. ,,--1 X3 CROSSTIE, AVOID RUBBING INJURY TO TRUNK. I' I I ; 11=T==lT~-, ' '1 ' , m:":-;;1-· ,-, - +--BACKFILL PLANTING AS PER PLANTING DETAIL. 1---AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. SET ROOTBALL CROWN 1 1 /2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. SW PE NOTES: CREAN TREEFOIJ:'iDATION I ECOE OPE'.'! SOURCE FREE'ID USE FX-PL-FX-GROU-0 I SWPES 6:lORSTEEPERREQUJRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF 1HE FOI.IDWING PLANTING STANDARDS: 1 STAi"\fDARD 1--COVERCROP/ AND EROSION CONTROL MATTING: 11 Cover crop shall be seed mix typically made up of quick germinating and fast covering grasses, clovers, and/ or wild flowers. Submit the specific seed mix for city approval prior to application. The cover crop shall be applied at a rate sufficient to provide 90 % coverage within 30 days. 12. The type of erosion control matting shall be as approved by the city and affixed to the slope as recommended by the manufacturer. On slopes 3 feet or less in vertical height where adjacent to public walks or streets: 12.1 When planting occurs between August 15 and April 15, erosion control matting shall be required. 1.2.2. During the remainder of the year, the cover crop and/ or erosion control matting may be used. 13. On slopes greater than 3 feet in height, erosion control matting shall be required and a cover crop shall not be used, unless otherwise approved by the City. 2. STANDARD2-GROUNDCOVER 3e----------0 SHRUB PLANTING r'a].Q" FX-PL-FX-SHRB-07 PLANTING AT ,-, , PLANTING AT TURF AREAS. f----~~f------, SHRUB AREAS. KEEP TURF CLEAR FOR A 18" RADIUS CIRCLE AROUND THE TREE. MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. ..----KEEP MULCH 6" -8" FROM BASE OF TREE. 2.1 One hundred (DO%) percent of area shall be planted with a ground cover known to have excellent soil binding characteristic (planted from a minimum size of flatted material and spaced to provide full coverage within one year). 4 RECESS TURF AREA 1" TO ALLOW FOR MULCH. FINISHED GRADE AT LAWN. I ' / \1 BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. PLANT PIT DETAIL e,IULCH WATER WELL AREA TO 3" DEPTH. 6" HIGH Wfa.TER WELL AT SHRUB AREAS. 11 11 i I' FINISHED GRADE • 1T _ 'j AT SHRUBS. ~ 111=1,1-, -'II-_ ' I 1---'1T-' -! 1-' -I 1='-, ROOTBALL liil,!J~ll, ill. ,,1 i 1-11 ,- 2X ROOTBALL 32" AT 15 GALLON 48" AT 24" BOX 60" AT 30" BOX 72" AT 36" BOX PLANT TABLETS AS NOTED OR SPEICIFIED. NATIVE SOIL MIX FIRMLY COMPACTED. TREE PLANTING DOUBLE STAKE f'=J--0" FX-PL-FX-TREE-IJ 3. STAi"\fDARD 3-LOW SHRUBS 0 3.1 1.Dw spreading woody shrubs (planted from a minimum f !--gallon containers) shall cover a minimum of 70 % of the slope face (at mature size). 4. STANDARD 4-TREES ANDI OR LARGE SHRUBS 4.1 Trees and/ or large shrubs shall be (planted from a minimum of !--gallon containers) shall be installed at a minimum rate of !plant per 200 sf. SW PES-6 :10 R STEEPER AND: a. 3' or less in vertical height and adjacent to public walks or streets require at minimum standard #!(cover crop or erosio control matting). n b. 3' to 8' in vertical height require standards #](erosion contro matting shall be installed in lieu of a cover crop), #2 and #3. 1 c. IN excess of 8' in vertical height require standards #I (erosion control matting shall be installed in lieu of a cover crop), #2, # 3, and #4. p AREAS GRADED FLATTER 1HAN 6:IREQUIREACOVERCRO PER STANDARD #1 WITH TEMPORARY IRRIGATION WHEN 1HE HAVE ONE OR MORE OF 1HEFOI.IDWING CONDIDONS: d. Sheet graded pads not scheduled for improvements within 6 months of completion or rough grading. e. A potential erosion problem as determined by the City. y f. Identified by the City as highly visible areas to the public or h special conditions that warrant immediate treatment. ave ' PLANTING NOTES: • • • • • • 0 • • • • • • SEE CNILENGINEERING PLAi"\fS FOR WAIL HEIGHTS, SURFACE HEIGHTS AND GRADING. SW PES 3:10 R STEEPER WII.L BE STABILIZED WITH REINFORCED S1RA W MATTING AND PLANTED TO PREVR."\fT EROSION PLANTS WITH SIMILAR CULTIJRALREQUIREMENTS OF EXPOSURE, SOILS, Al"\fD WATER NEEDS ARE GROUPED TDGE1HERIN HYDRO ZONES. AS SEEN IN DETAIL#2; 3"LAYER OF MULCH WII.LBE APPLIED ON AIL EXPOSED SOIL SURFACES EXCLUDING TURF GRASS OR DIRECT SEEDING APPUCATION. MULCH 11-IICKNESS MAY REDUCE DOWN TD G:j [ Xa TV\lTVXaggb \11.e\i Xj Tl be bg[ Xe [ TeWfheYTVX? WHERE 1HE DIFFERENCE BE1WEEN 1HE FINISH GRADE AND TD P OF [ TeWfheYTVX\f _Xff g[ Ta F:?be aXkggb geXXf?f[ ehUf be GROUND COVERPLAi"\fTINGS. IMPERVIOUS MATERIALSHAILNOTBE UNDER MULCH . MULCH MATERIAL WII.L NOT HA VE A HIGHLY FLAMMABIE COMPO SIDON. WOODY SHRUBS PLANTED OVER HERBACEOUS GROUND COVER TO COVER60%OF GROUND COVER AREA VEHICULARSIGHTUNES AND VIEWS OF PEDESTRIAN CROSSINGS, DRIVEWAYS,ROADWAYS AND O1HER VEHICULAR 1RAVEL WAYS MAINTAINED. SHRUBS WII.LNOTEXCEED 42"WHEN INSIDE FRONT YARD SETBACK NO TREES SHAllBEPLANTEDINWWERS PART OF LOT AS PER CITY DESIGN GUIDELINES PLANTS IN TRANSIDONALAREACONSISTOF A COMBINATION OF SITE ADAPTIVE AND COMPATIBIE NATIVE AND/ORNON-NATIVE SPECIES EVERGREEN PLAi"\fTS USED TO SCREEN UNSIGH1LY EIEMENTS AND PROVIDE JO0¾SCREENWITHIN 2 YEARS TREES WCATED WITHIN 5' OF PUBUC SIDEW AI.KS OR O1HER HARDSCAPE HAVE ROOT BARRIERS. ROOTGUARDWII.LNOT XkgXaWgbTcb\3g'beXg[Tall!Jlrj Tl Yeb' bhgf\W( DIAMETER OF TRUNK INCORPORATE COMPOST AT ARATEOFATIEASTFOURCUBIC YARDS PER ].000 SQF TD ADEPTII OF 6 INCHES INTO LANDSCAPE AREA(UNIESS CONTRAINDICATED BY A SOIL TEST). SCHEDlJIE: Planting plan will me implemented within 60 day of the v§j ·· x-~,, §y-{x u0 Jwfzl®J§,,®-0 v-~"A COMMITMENT: All required plantings shall be maintained in good growing conditions, and whenever necessary, shall be replaced with new plant materials to ensure restoration of the on-sire open space area with native ±xzx -t -~ ".It RODENTICIDES: The use ofrodenticides containing any anticoagulant compounds (including, but not limited to, warfarin, brodifacoum, bromadiolone, or diphacinone) is prohibited LANDSCAPE MONITORING REPORT: 5 years from the date of issuance of the coastal development permit, the applicant shall submit for review and written approval of the executive director, a landscape monitoring report, prepared by a licensed landscape architect or qualified resource specialist, that certifies the on-site landscaping is the conformance with the landscape plan approve pursuant to this special condition. If the landscape monitoring report indicates the landscape is not in conformance with or has failed to meet the performance standards specified in the landscaping plan approved pursuant to this permit, the applicant, or successors in interest, shall submit a revised or supplemental landscape plan for review and written approval of the executive director. lg{ x -x±~w t lll'\®t ·· x ·· t" i O ® ux ·· -x ··t-xwu' t ¥J<"®W t "V\®t .. x architect or resource specialist and shall specify measures to remediate those portions of the original plan that have failed or are not in conformance 2 1{ -{x §-~ft t ·· ··-§±xw·· t".it The permittee shall undertake the development in accordance with the approved plans. Any proposed changes to the approved plans shall be report to the executive director. No changes to the plans shall occurs . h h I d d t t th t l wit out t e coasta collllillSs1011 approve amen men 0 e coas a development permits unless the executive director determine that no tj X"VI! X"-fIDxzt '-x'0 fxw!r l\lT' YT'\_\Tej \g[ g[XeXdh\eX'XagfYbe_TaWVTcXTaW \ee\ZTg\ba c_Taf VbagT\3XW\a g[ XV\gl bYVTe_fUT\1\111 LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS, IHA VE PREPARED TIIIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE ~T\lDSCAPE MANUAL AND AGREE TO COMPLY WTIHALLREQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUJVIENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULA TIO NS TO PROVIDE EFFICIENT USE OF WATER." "IHA VE COMPLIED WTIH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF ,v ATER IN THE LANDSCAPE DESIGN PLAN" RYANPRANGi 11\ CA IJC.#91542, ~Califm,7ia Landscape ontractors sodati.on ARCHITECT/ ENGINEERS STAMP SEAL DAlE INITIAL DfSIGNER OF WORK REVISION DESCRIPTION Expiration Dote: MAINTENANCE NOTES: Homeowner is responsible for all landscape maintenance of the resident project. With the implementation of water efficient landscapes, less pruning, fertilizer and water is necessary compared to conventional landscapes. Minor maintenance like pulling weeds monthly and -xt · ·· , fZ i O v{ ;v§"~" -F:: t 'x-<2 I ux "XXW<w\\--~t -~,, -I x-®: ciwv'v x®' I "XXW -§ ux altered to suit seasonal changes, while basics checks on emitters, sprinklers, breaks or blockages will need to maintained. • All pruning will be done during dormancy to prepare for the new growth dming spring. • When cutting grass wait for optimum heights and always have sharp blades when mowing. • Debris and trimmings produced by maintenance shall be removed from the site or shall be converted to mulch by chopping the machine and evenly dispersed over the are to max depth 4 inches • Weed blockers and pre-and post-emergent herbicides will prevent weeds from growing in planters and competing with the new planting for water and nutrients. • Check irrigation systems so that there is always unifonnity in coverage, when systems are broken, all fixes must be made immediately. • Short and frequent cycles will be installed to allow roots to grow deep and discourage runoff. • Rain water monitors (moisture sensors) will be installed to adjust irrigation accordingly during different seasons of the year. • The MAW A calculated for the irrigation efficiency in the 1.andscape Approval from the City §yVt-®ltw2 ] UXj tf-tfXW-{-§0 z{§0 -xo-fx-'§y-{x ··-§}xv-l®f.K-1 xA • When a plant needs to be replaced the new plant will not disrupt the hydrozone that was designed by keeping the water factor at the new plant same as or lower than the highest '}:.v-§-§y-{t-x®tu ~xw{ 'w§~"X.lt • Any debris wishing the drip system will be flushed regularly to prevent blockage or V§ ll -tj ft -~ ll_lt • Any trees located within a vehicular sight line will have all limbs removed to a height of 6 feet above the adjacent top of curb. WW JMPACTDEVEWPMENTNOTES: • 1HE PROJECT LANDSCAPING SHAIL BE DESIGNED TD SUPPORT 1HE STORMWATERAPPROACH/DESIGN PER 1HE SITE PLAl"\fS AND STD RM WATER MAI'1AGEMENTPLAN (SWMP) • INCLUDE VEGETATED SW AIES O RLANDSCAPE BUFFER S1RIPS TIIAT FILTER STD RM RUNOFF FROM IMPERVIOUS AREAS. • SHOW STDRMW ATER TREATMENT SYSTEJ\;[S SUCH AS BIOFIL1RATION BASINS AND INCLUDE AN APPROPRIATE PLANTING P AIETIE TD SUPPORT 1HE DESIGN • \3WNTgXg[X_bVTg\ba bYTal cXei \bhf cTi X' XagTeXTfE • APPROPRIATELANDSCAPEPAIETIES SHAILBEPROVIDED FOR SCENARIOS WHERE RUNOFF DRAINS INTD VEGETATED BIO-STAIES ASSOCIATED WITH LID TECHNIQUES.1HELANDSCAPE PAIETIEFOR 1HESE AREAS SHAILCONSISTOF PLANT SPECIES 1HE WII.L TOIERATE CONDIDONS OF BOTII WW FWW DRAINAGE AND LARGER STDRMEVE.T\/TS AND THATWII.LFUNCTION TD FILTER URBA.i'\/ RUNOFF IN ACCORDANCE WITH 1HE CITY CARLSBAD STANDARD URBAN STORMWATERMANAGEMENTPLAN (SUSMP). GEOWGIC SETTING AND SOIL DESCRIPTION: The subject site is located in the Coastal Plains Physiographic Province of San Diego County. Based on review of readily available, pertinent geologic and geotechnical literature, it is assumed that the site is generally underlain by old paralic deposits. The old paralic deposits generally consist of damp aud moist, medium dense and dense, silty sand (SM) and sand with silt (SW-SP). The old paralic deposits typically have a very low Expansion Index (EI<20 ). See Soils Report for full investigation and recommendations. "SEE SHEETL17 FOR LANDSCAPE WATER EFFICIENCY CALCUIATIONS "SEE CNILDRAWINGS FORRO.W. NOTES, BIO RETENTION BASIN DETAJLS A.t'\/D O1HER TOPOGRAPHIC NOTES scAIB: i" = r-o" 4 0 8 16 ru----... APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" PLANTING DETAILS 0 :V 16/ 2019 RCE EXP. DA1E REVIEWED BY: INSPECTOR DATE rnrJ CITY OF CARLSBAD ~ 2 PLANNING OtVlS!ON 2 LANDSCAPE IMPROVEMENT PLANS FOR: 5170 CARLSBAD BLVD. CARLSBAD, CA 92008 I APPROVED: PLANNING I OWN BY: I PROJECT NO, I DRAWING NO. DAlE !Nl"IIAI.. DAlE INlilAI.. CHKD BY: xxxx OiHER APPROVAL CITY APPROVAL RVWO SY: xxxx I I ,: M ,: I I I ,: M ,::_ I I I ,::_ M ,::_ I I I I ,: M ,: Q I I I EX. STORMAI RAIN LINE M I ,::_ \ \ I \+ +-----c~-~I ' .... C'1 "\ ~ '' ' I (EX 55.7'\.lh==============="'no;,;,=,=, '=-'=-'=-'=-'=-'=-'=-'=-'=-'=-'=-'=-'=-'=-'=-;~~~;~==-==-'=-'=-'=-'=-(''=-''=-"'=-'==-) ,;_'£_ ______ -;::;::;:;:-------------:----------: l2A i I '1 ' ' ' \ ,::_ M I I M EKsewse1 s LATERAL PER DWC ,: I 141-5 v'l IE 4D.75 ,: I ,:I « e· vcPAI SEWER LINE ,( M I I ,:_ M \ I I \ ,:: \ I \,::_ EDG OF PA ENT ~ ,:: I, I I f----\./1 ~ --"',=,= .,_-~iii,,._ijhr: ,: Q I 2 \ ' ,: b I 11,0?C<.VICJ\JS f:,\R:,;;c'Af'E ,1 ,-CO.~CR."1Ei 1, ~ ,: I :1 ,: ~ BW 50.5 52 -+--------,, FS 52.0 L,. FS 51.5 iR\10tJ5 H/,RI,i;CN'F, ,.. ,,o,.n,m1 1 oJs% -------7 ' 4" PVC @2.0% \ i I i I j0.5%~ FS 51.B FS 51.28 TW 54.6 SW 50.0 t'irmvKJu.s F -5 H,\Rl>S(',sPE 20.1%~ IM?i.~VJOU, Il.\!U>SC,,n iCO.'/CRc'll,i BATHROOM ~i;.,,.,,,,.,,,,._ MnOSC,\PE ,co~CRETE1 SINGLEFAM Y RESIDENC 1ST. ORFF 7.72' PAD ==56.9 ' li===~~~~51'7.12 PAD ""46.9 GARAGE FF= 22' LAUNDRY FAMILY ROOM PROPOSED 5" CURB WALL 'NDSWRY R<)OF LINE 0 0 DRAINAGE LINES ' 1 (T'II 59.1) ' (BW 57,<.) EX CMU RET. WALL TC REMAIN t r ! 60' I j 1,' TW 54.6 Bl\' 52.5 ti ,)I 5.25 f I 60' ,\ I\ 1\ ' \ ,:: I i ' ,: ', t<IPERV!Or-,; I ,: H<.S'.JS:,\PE I -t-~--'='~i l 1 ,: ·~ I ,:: M I ' ,: M I I M ,: I I I I I ' I I ' \ ,: I M " I I I ; ~ \ I ,::_ M ,: I ,: ·l y M -52' -,: I I I M ,::_ FF 57.7 ""''=rn=c ,I FS575 I ENTRY : i trisJ1Tsi:'.:tf-j::ft~Tn~~~~==9 r.c:==:J~~'~' ~,,~Y'-1 I \ [M!>l"JlVYJLlS \ H,\ruJSCA/'L 55.8 \ BW 51.0 OVERFLOW STRUCTI.JRE IWffiViCll.& ll/llWSC.;J't (("[}'1<:,0fc) , I i I I I , \,\/ ------20 FG 56.9 OFFICE (=BEDROOM) BATHROOM/ POWDER L --~i'S 57.5 i;;===:J, BEDROOM ----(TW5e.o)-;w,e_,-:-------~ (TW 57.64) (BW 57.5) l2A TW 60.0 SW 52.8 ~(EX 57.) {-x 57.3) (EX 57. 59.2 W 57.Q -.,.-~ "iW 59.0 ---__,,,_ ---",1==i--~- 8W 56.5 \_(TW 58.95) EX 57·9 {BW 57.7) \ TG 55.7 JE 52-1i-o-------------·~-"'---------"O"-R"'A"'IN0cAo,GceE~Ll~N~ES~ _______ _ (TW 5i.0) (TW 57.2) llO'-------+-l-'(~ew~,~'~''------------------------------->~ -----~=================="==================~ (EX 56.6) (EX 53.5) REFERENCE NOTES SCHEDUIB RIGHT-OF-WAY SQUARE FOOTAGES SYMBOL [!] I]] DESCRJPTION MINJMALDEVELOPMENTIN PUBLIC-RIGHT-OF-WAY. 22' RO.W. DEDICATION TO TilE CITY OF CARlSBAD. PLAIN GREY CONCRETE DRIVEWAY. ELEMENTS AT INTERIOR LOW USEDRIVEWAYWilLNOTOBS1RUCT SIGHT LINES SO THAT CIRCUIATION AND PEDESTRIAN SAFE1YIS MAINTAINED. EXISTING WATER METER TO REMAIN NOW AlLORFENCE SHALL EXCEED 42"FROM PROPOSED GRADE WITHIN TIJEFRONTYARD SETBACK CONCRETE STAJR TYP. MAX +75''HFACE &MAX D"W STAJR TREAD WITH 3 FEET OF FIAT SURFACE ON EIDJERSIDEOF CONCRETE STEP. STAJRW AY W!IL HA VE HAl'lDRAILS ON EITHER SIDE TO MEET CODE, WilLNOTEXCEED 42"FROM PROPOSED GRADE IN FRONT YARD SEIB.A.CK WATERFEATCREWILLPOOL UNDER STAIRS ANDW!ILHAVEA RECIRCUIATING PUMP SYSTEM WITH MAX D"DEPTH. HARDSCAPE W!IL HA VE POSITIVE DRAINAGE AWAY FROM TilE S1RUCTIJRE AND TOW ARDS STORM DRAIN POOLCODECOMPUANT, OUTWARD SWINGING, FENCING AND GATES. MIN OF 5' H WITH SEIF CLOSING/ SEIF-LATCHING CAPABILITIES, FENCE SHALL BE CONS1RUCTED WITH NONCOMBUSTIBLE MATERIALS IF LOCATED WITHIN J'.l0' OF UNDISTURBED NATIVE AREAS. LANDSCAPE STORAGE AREA ON PERVIOUS CR\JSHED ROCK OUTDOOR SHOWER UNDERSTAJR CASE. W!IL HAVE DRAINAGE ATTACHED. EXISTING 6' -0"HIGHWOOD FENCE IN NEIGHBOR'S SITE TO REMAIN.NO CHANGE. IP.DWO SYMBOL DESCRJPTION NEW 6' TAIL FENCE INSIDE PROPER1Y LINE. SPA WAIL TD BE MAX l2"HFROMPROPOSED GRADEWITHTTI..ED FACE A.1'DTOP. WATER WilLFLOW OVER EDGE AND LAND IN MAX 5"DEEP RIIL WATER WllLBE DRAINED AND REC!RCUIATED BACK INTO SYSTEM. POOLEQUIPMENTWILLBE SCREENED FROMPL1lLlC VIEW WITH A MAX 6' ABO VE EXISTING GRADE MASONRY W AlL EXISTING ON-SITE C Ml..7 W AlL TO REMAIN AND BE PRESERVED THROUGHOUTCONS1RUCTION R,USED PIANTER W!IL TURN Al'lD REC EDE INTO 1HE EXISTING W AlL THAT NAVIGATES TilEPERIMETEROF 1HEREAR YARD EXISIING 6' -{)"HIGH ON-SITE WOOD FENCE TO BE REMOVED AND RECONS1RUCTED AS A POOL CODE COMPLJANTFENCE LANDSCAPE DESIGNED WITH MINIMAL DEVEIDPMENT INSIDE EXISTING J'.l' lJTILITYEASMENT.NO TREES PROPOSED. DETENTION BASIN LOCATION FOR STORM WATER TREAIMENT93 SQF (BMP TYPE B: TREATMENT-ONLY BIO RETENTION IN HYDRO LOGIC SO IL) AlL UTILITIES TD BE SC REEN ED FROM VIEW OUTilOORGASBURNING BBQ STOVE 36"H COUNTERTOP W/UNDERCOUNTERSTORAGE AND REFRIDGERATOR 36" H KITCHEN ISLAND W / SINK TOTALHARDSCAPE: DECORATIVE LANDSCAPE AREA: LANDSCAPE AREA: 492 SQF. 342 SQF. 396 SQF PROPOSED SITE SQUARE FOOTAGES TOTALWT AREA: BUILDING FOOTPRINT: HARDSCAPEAREA (IMPERVIOUS): LANDSCAPE AREA (PERVIOUS): IRRIGATED LANDSCAPE AREAS: WATER FEATURES: DECORATIVE LANDSCAPE(GRA VELS/PEBBLES): NON-IRRIGATED LANDSCAPE AREAS TOTAL:2,173 SQF 6,600 SQF. 2,633 SQF. 1,794 SQF. 1,589 SQF. 413 SQF. 171SQF. -0-SQF. EXISTING SIIE SQUARE FOOTAGES TOTAL LOT AREA: BUILDING FOOTPRINT: HARDSCAPE AREA (IMPERVIOUS): LANDSCAPE AREA (PERVIOUS): IRRIGATED LANDSCAPE AREAS: WATER FEATURES: DECORATIVE LANDSCAPE: NON-IRRIGATED LANDSCAPE AREAS : 6,600 SQF. l,341SQF. 975 SQF. -0-SQF. -0-SQF. -0-SQF. -0-SQF. __ , __ , __________ ,, __________ _ ---f::=, =-=--=--==-=::-:i;:::================:;:;::::::::~:::;-11 ~ Reinforced Concrete Shell 78.00' --------------------1---------------------58.00' ,__ _______ _ I. , I I ----1 57.00' 54.00' ------------------------5300' FRONT EN1RY SECTION SC AIE: t" = I-0 " Scale: J/2"~!-0" N.T' YT'\_\Tej \g[ g[XeXdh\eX'XagfYbe_TaWVTcXTaW \ee\ZTg\ba c_Taf VbagT\aXW\a g[ XV\gl bYVTe_flJTVl,fl\ LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIA.t'ICE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH AIL REQUIREMENTS WHEN SUBMITfING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PIAN IMPLEMENTS THOSE REGUIA TIO NS TO PROVIDE EFFICIENT USE OF WATER." "I HAVE COMPLIED WITH THE CRITERIA OF THEORDINANCEAND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN" 4 0 8 l6 rLr7 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. BUil T" "AS HARDSCAPE PLAN RCE __ _ REVIEWED BY: EXP ____ _ 0V1612019 DATE INSPECTOR RY AN PRANG1r_-_-_-_-4•-------i-li.~---_-_-_-_-_-_-_-_-_-=..-_-_-_-_-=..-_-_-_-_-_-=..-_-_-_-_7--_-_-_-_7--_-_-_-,r_-_-_-_-,r_-_-_-.,-r;:~::::::;;;=;',::I ~~;:;::=o;;;F;;::::::;;:::;::;;:;;:::;;;;;:::;::::;::::;-;1 ~::;;::;;;;;EETS;:;;;;;::;-1 ~C~A_:::Ll::::C~.#~915::_:4~2}---J---t--------------;----,---;---i----; L![ I CITY PLANNING ~~~l:SBAD I~ California DATE Landscape onfa:actors l----!---l-----------------------,1---+---l---t----j soda ti on l----!---~---------------------,!---+----!---1---4 LANDSCAPE DtPROVEMENT PLANS FOR: 5170 CARLSBAD BLVD. CARLSBAD, CA 92008 ARCHITECT/ ENGINEERS STAMP SEAL t====t===1===========================+====t===~====+==.=-1, ~P~LANN~IN~G;::=====:;-;:::==~::;::::;;:,;:;:;::==:::;;:~~:;:::;~ OWN BY: ---PROJECT NO. DRAWING NO. I APPROVED: REVlSlON DESCRIPTION &plration Date: CHKD SY:__ )()()()( XXXX RI/WO BY: OAlE INITIAL DESIGNER OF WORK DAlE lNlllAL DA"!£ INITIAL 011-!ER APPROVAL CITY APPROVAL PROPOSED SIIE SQUARE FOO TAG ES TOTAL LOT AREA: BUILDING FOOTPRINT: HARDSCAPE AREA (IMPERVIOUS): LANDSCAPE AREA (PERVIOUS): IRRIGATED LANDSCAPE AREAS: WATER FEATURES: DECORATIVE LANDSCAPE(GRA VELS/PEBBLES): NON-IRRIGATED LANDSCAPE AREAS TOTAL:2,173 SQF ,: I I ,: 0 I I I I ,: I ' Q I I ,: Q 6,600 SQF. 2,633 SQ}', l,794 SQF. l,589 SQF. 413 SQF. 171SQF. -0-SQF. 175 EXISTING SIIE SQUARE FOOTAGES TOTALWT AREA: BUILDING FOOTPRINT: HARDSCAPE AREA (IMPERVIOUS): LANDSCAPE AREA (PERVIOUS): IRRIGATED LANDSCAPE AREAS: WATER FEATURES: DECORATIVE LANDSCAPE: NON-IRRIGATED LANDSCAPE AREAS 2.37 161 5 ¾" 6,600 SQF. l,341SQF. 975 SQF. -0-SQF. -0-SQF. -0-SQF. -0-SQF. RIGHT-OF-WAY SQUARE FOOTAGES TOTAL HARDSCAPE: DECORATIVE LANDSCAPE AREA: LANDSCAPE AREA: 492SQF. 342 SQF. 396 SQF IRRIGATION SCHEDUIB SYMBOL SYMBOL MANUFACTL'RERIMODEU DESCRIPTION Area to Receive Drip line Netafim TI.CV-06-12 Techline Pressure Compensating Landscape Drip line with Check Valve. 0.6 GPH emitters at I2"0.C. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern_ 17mm. MANUFACTURER/MODEUDESCRIPTION Hunter PGV-ASV 3/ 4" and !'Plastic Electric Remote Control Valve, with removable Anti-Siphon Cap, and Flow Control, for Residential Use. Inlet/ Outlet: Female NPT Threads. Installed with Hunter Accu-Sync AS-30 fixed 30 PSI pressure regulator. Hunter XC-800 8 Station Controller, Residential Use. Plastic Cabinet, Outdoor, Wlth 3 Independent Programs. 120 VAC. Hunter Solar-Sync Solar, rain freeze sensor with outdoor interface. connects to Hunter PCC, Pro-C, and I-Core Controllers, install as noted. Includes I) year lithium battery and rubber module cover, and gutter mount bracket. Wired. DETAJl, \327 Lf. DETAJl, 6 CRITICAL ANALYSIS Generated: P .0 .C, NUMBER: 0 1 Water Source fuformation: FLOW AV AJIABLE \.Vater Meter Size: Flow Available: PRESSURE AV AlIABlE Static Pressure at POC: Elevation Change: Service Line Size: Len2th of Service Line: Pressure Available: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for PO C to Valve Elevation: Loss for Backflow: Loss for Water Meter: 20 JS-07-24 15:16 City of Carlsbad 3/4" 22.50 gpm 60.00 psi 5.00 ft 1 V4" JJ.00 ft 58.00 psi 5.91gpm 22.50 gprn 1659 gpm "· ''°"~ DRAIN UNE \ ' 0 I I I \ I ' I \ 't \ Ll.J..----~='--~~'-"_"_-''_\~~==t==========1rnrr·P -=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=(-="'-="-="'-=1~--------------------~--\.s, .. ,,,~."", .. ).,, .. , ... c,,,,,, .• ,., ~---+! ~ '!!!U !"Brass MaTilline Isolation Valve 3/ 4 "Brass Isolation Valve 1 Critical Station Pressure at PO C: Pressure Available: Residual Pressure Available: 33.26 psi 0.07psi 0 .74 psi 0.00 psi 0.00 psi 0 .74 psi 34.81 psi 58.00 psi 23.V psi I I I I I, I \ I ,: I ,: I ,: I ,: I i ,: I ,: I I ' ,: I I I k 1 'i I\ '' I (EX 52.19) 0 E\A~~~_;111 S PER DWG 141-5 VJ IE 40.75 "'· ,. ,ceJI Sl::WER UNE I 0 I " S;1 :::0" u;I OJ"' ►I FS 51.2_/ EDG OF ?AVE NT (EX 2.4(]) FS 51.4_/ I 60' ::( ;1 c, \ I f---'-1--', ' ______,·, IE 48.30 I \Ji I w --'f --, \ '--s4 -\=""l'W'= >,'. Q I\ ,s--S -~3S,--S- \,>.'1~S<;:,\P~ I rrnvro:,s □crot ! ,rn"'>EnrotK, 52 ~----- ,: ,: I ,: I ,: I ,: ,: I Q i ,, Q '\ j i,Gl JS!PW.Vll1US 11 H.'u<OSC/>J'E <CUNCREiE) :r iS' "' I FS 51.33'\JI I , I ' ,: 'Q I PCR;!~f=r \ I I I I ,__,, ' I i: I L\\a'El;V][)US CtAR!lSC,\PE '" ,co,icr=• ! I, i I h4'r% 1 ", I I' fl4•pvc!I I @ 2.o:t I I I : 11 ! i l I I l i I I I I I I ! I l I 11 I ! 11 I ' B J t jos~~ ! FS 51.2B II ' ' ,:I I \ o" OJ[ r' 'I '110••,1 ·,, , I ,_ ,: I \ ' I ' I I ,: I ,: I ,: I ,: I <~ ~I " I 0 I EX. 6" AC ::( WATER SERV.CE (EX 1 2.59)\ I IMPl:LM,:JUS IL~UY.lC.\PI: ,cooc:R-'<tJ I ' ,,-,: I ~ \c, \ ' 0 I --: '-U" --j--"c'---""'""9"':ci!i'"e:--s:--- 1 PEIMJLl>Osco,JrrJf z.o 52 0 I 0 1 1 I 0 \ l \l 0 I -52' - ,: I I ; I i ,: y [ANO«'.:APE I' ' \ Q \ I \ Q I Mi'f.llVlC><~ H/c~D.SCAf'L l<"Cl~CRE7T1 \ 5170 Carlsbad Blvd. Watering Schedule SAND LOAM-DRIP -2.0 GAL/HR ZONE ZONE ZONE ZONE ZONE ZONE 1 2 3 4 5 6 SUNDAY X X X X X X MONDAY TUESDAY X X X X X X WEDNESDAY THURSDAY X X X X X X FRIDAY SATURDAY TIME ON 3:00AM 3:13AM 3:26AM 3:39AM 3:52AM 4:05AM e FS 4!3.67~ 1 -:,I ; " 20.1%---4 7 25%+a' 0"'->/ 'ii r B" Ml~ TRENCH DRAIN ' TG 4-<I( IE 47.7 IE 56 1 ---~r:_-.v~ ~ Ii' /~ .. ~-----_____ -:"" _________ _ ~:\ii;,,, ---------------4"---u ~-~~ -• FS 57.6 BATHROOM l>I.P:SRV>:lUS H.'-SDSC".SPE r; I i 'I MOM'S SUITE , (7'~'""rn~, SNGl.EF Y FAMILY ROOM I : / . FS 48.16 21.sa%-----------i> 10.sk~ FS 48.69\ £.i ' I/ -~OSTOl1.,">f, ii¥rr:~: \_(" ""' ' ! FRONT , 'FS57.50. [ I ' ' PORCH IMPS.R\')'.JUS FF 57.7 I -+1+---H11r.Dsc-,,.0E I c_:;t(..... (Il'_1'><1l ' I; ~,;a:!a===.t- OFFICE (=BEDROOM) RESIDENC .l5T. LOORFF 7.72' PAD=56.9 7.72 PAD=46.9 GA.RAGE FF"' .22' LAUNDRY ENTRY BATHROOM/ POWDER BATHROOM FG 55.9 BEDROOM "°''°'""'~ i ~1 0 I :::7) ~! , __ · MIN I I REAR PATIO I \_(EX 56.6} ' FS 57.4 l I ,, l)r,>E.1''J/ll:,s H,\llD..S~'.PE ICON<Rl"TT., PL\INGE.rw, .,11\JWIJ'Til;<'J "'~'Tl'l<:.N~@Js,,- \_{EX 57.2) CIJ.m(;HOOLc 'hX:J\"l''rn(ji5S WATI:RLl.'t,~50,17 ARE.<c:C-1,Q ! \_(EX 57.3) (TW 57.84) (BW 57.5) 167 2.35 (TW 57.0) (TW 56.5} (1W 57.2) (BW 53.3) llO'-----t-i---------------=---------------1-, (EX 53.5) NOTE: REFER TO CIVlLDRAWING FORLOCATION OF PROPOSED SURFACE DRAINS ON SITE AND DRAINS FOR PROPOSED PLANTERS ab gXMI Xj \/\eT\3 f ceb c b fXW\3 g[ X c_ Ta gXef b a g[ X V\i \. ffl c_ Ta f f [ T __ Vb a a XV g \3 gb g[ X V\i \.ffl \/\eT\3 _ \3 Xf NO TE: AIL PLANTERS Will HA VE A MINIMUM 1% SLOPE TO THE CIVIL DESIGN DRAINS NOTE: AIL LAi'!DSCAPE AREAS SHALL HA VE PO SII1VE DRAl!"IAGE (2% GRADE IN PLANTING AREAS)AWAYFROMAILSTRUCTURES BYD' ANDW!ll TEMRINATEIN AN APPROVED DRAINAGE SYSTEM. (EX 56.6) TIME OFF 3:12AM 3:25AM 3:38AM 3:51AM 4:04AM 4:17 AM TOTAL RUN-TIME RUN-TIME 12 12 12 12 12 12 4:48 ~ ~ ~ ~ ~ ~ 3/ 4"Brass Isolation Valve 3/ 4 "Brass Isolation Valve 3/ 4 "Brass Isolation Valve 1 EX CMU RCT. WALL TO REMAIN • • 3/ 4 "Brass Isolation Valve (TW 59.17) (Bw 57.6) {EX 57.9) ' . ~ ~ 3/ 4 "Brass Isolation Valve Water Meter 3/ 4" City of Carlsbad Irrigation Lateral Line: CPVC Schedule 40 Irrigation Mainline: CPVC Schedule 40 Pipe Sleeve: CPVC Schedule 80 Valve Cal!out ~-#-;cs-_# _____ Valve Numb~r ~ ~ 0-----Valve Flow #" I------Valve Size 557.8 lf. 217.1 l.f. 220.51.[ VALVESCHEDUIB NUMBER MODEL SIZE Hunter PGV-ASV 3/4" 2 Hunter PGV-ASV 3/4" 3 Hunter PGV-ASV 314" 4 Hunter PGV-ASV 3/4" 5 Hunter PGV-ASV 3/4" 6 Hunter PGV-ASV 3/4" Common Wire TYPE GPM WIRE PSI Are a for Drip line 5.91 2J3,6 3326 Area for Drip line 167 215.6 3:i,14 PSI@POC PRECIP 34.81 0.96 in/h 32,73 0.96in/h ;~l"Ci ;·-+-:-!-'-4 ~-=P,:;..tj t:::..t:..:.i NO TE: AIL !RRIGATED LANDSCAPE AREAS WlllBE USING POTABIB WATER; NO RECYCIED WATER WlllBE USED ON SITE. Area for Drip line 235 217.5 33.2] 0.96 in/h Area for Dripline 175 7.3 3165 0.96 in/h Area for Drip line 161 5.4 3138 3198 0.96 in/h Area for Dripline 2.37 5.4 32.09 32.81 0.96in/h 217.1 N..T' YT' \_\Tej \g[ g[XeXdh\eX' XagfYbe_TaWVTcXTaW \ee\ZTg\ba c_Taf VbagT\aXW\3 g[ XV\gl bYVTe_fUTV\All LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. IHA VE PREPARED TIDS PIAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE JVIANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PIAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER" SC AIB: i" = r-O" 4 0 8 ru- APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" IRRIGATION PLAN 01116/2019 RCE __ _ EXP. ___ _ DATE 16 "IHAVECOMPLIEDWITHTHECRITERIAOFTHEORDINANCEAN'-1--------------------; APPLIED THE.'VIACCORDINGLY FOR THE EFFICIENT USE OF REVIEWED BY: WATER IN THE LANDSCAPE DESIGN PLAN" INSPECTOR OA TE RYAN PRANGE!J--_-_-:._-_--1T_-_-_-_-+r ... 1,.~_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-:._-_-_-➔r_-_-_-_--1i-:._-_-_-➔r_-_-_-:._---1r_-:,_-_---i---rl;::;;::::;:;:;;:;I ~;:;;~;::::;;;::;;;::::::;:;::;:::;;;;::;;:::::;;::;:;;::::::;:;:~::;:;::;~~ CA LIC.#91542 I CITY OF CARI.SB AD I I 5l1EETS I r=-----t-----,1---t---------------4---1--,---i--; . PLANNING DIVISION L14 Cal-iforn. ,ia 1-----1----+----------------------+---+--~l-----f---i ~andscape LANDSCAPE IMPROVEMENT PLANS FOR: ontractors l-----l---+----------------------+---+-----,1-----1----1 sociation 1----1-----1-----------------------+---+---r------1---➔ 5I70 CARLSBAD BLVD. CARLSBAD, CA 920 0 8 ARCHITECT/ ENGINEERS STAMP SEAL 1-----+--~1-------------------+----+---+---+---I-AP_P_RO_VED __ : ____________ ----- .PLANNING DA 'Ii: INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA'IE INITIAL DATE INITIAL D'IHER APPROVAL Cll'Y APPROVAL OWN BY: CHKO BY: ---1 RWID BY: --------------------------·----- PROJECT NO. DRAWING NO. xxxx xxxx IRRIGATION NOTES: • IRRIGATION CIRCUITS ARE ORGANIZED INTO HYDRO ZONES. • IRRIGATION SYSTEMS DESIGNED TO PREVENT RUNOFF, OVERSPRAY, AND LOW-HEAD DRAINAGE. • WHEN IRRIGATION WllLBE USED FOR VEGETAION WI1HIN 24"OF AN IMPERMEABIE SURFACE, OVERHEAD IRRIGATION SHAIL NOT BE PERMITTED AND ONLY SUBSURFACE IRRIGATION SHALL BE USED, UNIESS THE ADJ AC ENT IMPERMEABIE SURFACES ARE DESIGNED ANDCONSTRUCTEDTO CAUSE WATER TO DRAINENTIRELYINTO A LANDSCAPED AREA. • AIL IRRIGATED LANDSCAPE AREAS WILL BE USING POTABIE WATER; NO RECYCIED WATER IS DESIGNED ON SITE. • STATE-OF-THE-ART AUTOMATIC IRRIGATION TECHNOLOGY WILL BE APPLIED TO THIS DESIGN TO PRO MO TE CO NSERV ATIO N WI1HIN THE SITE. • DURING THE DESIGN AND MAINTENANCE OF THE LANDSCAPE PLANS WATER EFFICIENT LANDSCAPE PRINCIPIES WERE APPLIED. • NO SOILEROSIONORRUN-OFFWILLBEPERMITTED,ADDED IRRIGATION WILL OPTIMIZE FOR HEALTHY PLANT GROWTH BUT TO NEVER EXCEED WHAT IS NECESSARY. • IRRIGATION PLANS SHALL PROMOTE THE INDUSTRY STANDARD FOR PUBUC SAFETY IN AIL ASPECTS OF THE IRRIGATION SYSTEM • A SHUT-OFF VALVE WILL BE INSTALLED AS CLOSE AS POSSIBIE TO THE POINT OF CONNECTION SEVEN PRINCIPIES OF XERISCAPE TO BE UTIUZED ON THIS SITE: 1 GOOD DESIGN: A California Registered Landscape Architect to prepare all landscape plans. Guidelines from the California Coastal Commission and the City of Carlsbad are followed and adhered to on all design decisions 2. THOROUGH SOIL PREPARATION: A preliminary soils report will be apart of landscape plans, once the proposed house pad has been provided soil sample will be gathered and prepared. All soils will be sustainably prepared. 3. CAREFUL PLANNED USE OF SHRUB AND LAWN AREAS:No lawn is proposed in design. Shrubs and trees will be design with low-medium plant factors rated but the state of California WUCOLS Water Use Classification of Landscape Species for California Climate Zone 3 requirements. All plant will be chosen with erosion an water efficiency in mind. 4. ADAPTED,LOWWATERDEMANDPLANTS 5. EFFECTIVE AND EFFICIENT WATERING METHODS: See irrigation notes (Ll5) Only drip irrigation will be proposed using potable water only. Irrigation system will be an automatic programmable system that will provided accurate coverage to all zones proposed. A rain water automatic shutOoff sensor is provided with the timer, will be monitored to change based on how the design is taking in water, so sustainable watering is achieved. 6. MULCHED FLOWERS AND SHRUB BEDS: See planting details (Ll2) 7. PROPER LANDSCAPE MAINTENANCE AND MANAGEMENT: Refer to Landscape Maintenance Notes for details. A professional landscape team who is familiar with the San Diego climate will facilitate sustainable maintenance. FIRE PROTECTION POUCY: 1 Landscape treatments shall be designed to mitigate fire dangers to structures adjacent to hazardous vegetation 2. Landscape treatments will be performed to limit any adjustments to environmentally sensitive areas while still following the fire protection standards GEOWGIC SETTING AND SOIL DESCRIPTION: The subject site is located in the Coastal Plains Physiographic Province of San Diego County. Based on review of readily available, pertinent geologic and geotechnical literature, it is assumed that the site is generally underlain by old paralic deposits. The old paralic deposits generally consist of damp and moist, medium dense and dense, silty sand (SM) and sand with silt (SW-SP). The old paralic deposits typically have a very low Expansion Index (EI<20 ). See Soils Report for full investigation and recommendations. ~---Wall, fence, or building. -------- Notes: Wall mounted controller. Install per ---~ manufacturer'f. ~pecifications and recommendations. (See irrigation legend for controller make and model number). ~--¾"knockout for earth ground wire. ;';Y:Ci,----2"PVC electrical conduit for irrigation SECTION VIEW valves, master valve, and flow sensor wires. Optional 3"knockout if more wires are needed. Secure conduit to wall using stainless steel clamp. T'PVC electrical conduit for electrical power per local and national electrical codes. l"PVC electrical conduit for ET sensor. (optional). 1-Common and controller wire to be bundled using electrical tape at D'-0" on center. SIDE VIEW 2-Grounding rods shall be located betweens•:. 0 "to 12.'-0"away from the controller. Grounding rods shall be ¾"in diameter x 8' in length. Connect the grounding rod to th controller using 6 gauge bare copper wire or per the manufacturer's specifications.See grounding rod detail. 3-ET Station shall be installed no further than 90' away from the controller and a minimum of 15' off of the ground, out from under any overhead obstructions such as, but not limited to, building overhangs. trees, or utilities. @ ~~;L MOUNTED CONTROLLER URBA~TREEf'OU\"DATIONI ECIE OPEN SOURCE FREE TO USE P-RE-TER-01 2 PVC LATERAL LINE. PVC SXT ELL AND NiPPLE. PLASTIC I.D. TAG. WATERPROOF CONNECTORS. 30 !NCH liNEAR LENGTH OF WIRE COILED. REMOTE CONTROL VALVE AND VACUUM BREAKER AS SPEICIFJED. DRIP FILTER AS SPECIFIED. PVC UNION WITH SHORT NIPPLE. _,.----PRESSURE REGULATOR AS SPECIFIED. PVC UNION WITH SHORT NIPPLE. GALVANIZED RISERS. /"'-~~o,\----PVC MAIN LINE. DRIP RCV/AVB/FILTER/REG ABOVE GRADE I V2"'=I-O" P-RE-TER-0 2 PVC MALNUNE TYPICAL LAERAL PIPE FROM VALVE ASSEMBLY, SIZE PER PLANS. TYPICAL OFFSET 2"FROM HARDSCAPE. 4"FROM PLANTED AREA. TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET) \ .J DRIP VALVE/ FILTER/ REGUIATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4"FROMPLANTED AREA. ,_--:;r I / ---h"PO LYEIHYIENE OR PVC HEAD!iR.---fV TYPICAL START CONNECTION 1 , SXSXT TEE W/ TECHLINE MALE . ADAPTER. cc==:o==i=:::i::t=.==-~;,_1, -DRIPLINE SPACING As --;1+ 1 !1._-:1 1:I -'-------+14-------.µ,-...-e'----i-! NOTED. "-------"<>--_.._ __ --H: i! i ii DRIPPER SPACING 1 2" DRIPPER FLOW RATE (GPH) 0.26 0.4 0.6 '0.9 w [l'. 15 127 :::, ' 109 86 65 (fl (fl 25 427 , 325 256 ' 194 w [l'. Q_ 35 539 • 409 322 '244 f-~ w-_J (fl 45 618 469 369 280 ~~ TECHLINE CV FLOW PER 100 FEET DRIPPER 0.26 GPH ORIPPER 0.4 GPH DRIPPER SPACING 18" 24" L. 0.26 0.4 0.6 0.9 0.6 0.9 F 177 , 1 51 120 · 91 152 '1 1 6 604 459 361 274 458 : 348 ' 763 579 456 i 346 580 440 F 877 664 523 397 666 506 1 LJ L..J.J 0.6 GPH D.RIPPER 0.9 GPH □RIPPER F IRREGULAR TOTALTilE COMBINED LENGTH I 0 F THESE LATERAL'l AND COMPARE IT AGAINST THE MAXJMIJM LENGTH OF SINGIB LATERAL TABIB. er rrl7 ' ' ' SUPPLY HEADER. I I CHECKWNGEST F EXHAUST HE ER LATERAL AGAINST MAXIMUM lENG1H OF SINGIB LATERAL TABlE. BRANCHING OUT JOINING LATERALS l I ! 1-----il+------il·~' TYPICAL TECHUNE TUBING ---4+--~---~..;I/, LATERALS WITH EMITTER • 1' GPH GPM GPH GPM GPH GPM GPH GPM ISLAND LAYOUT AREAS: TRIANGULAR LATERALS I I ] SPACiNG AS NOTED. TIE :,. DOWN STAKE AT ALL TEES, ii, ELLS, AND AT 5' O.C. AT , I CLAY, 4' O.C. AT LCAM, OR , ii i 3' O.C. AT SAND. i; ~---+I'+-• MANUAL LINE FLUSHING 70, OR POLY LINE, AS , ' " Ii ii ', ' I VALVE PLUMBED TO PVC ~'-._· NOTED. i : 1, t===s~-l =:::=Oi i CD END FEED EXAMPLE CENTER FEED EXAMPLE TYPICAL NETAFIM TECHLINE CV REQUIREMENTS 3" = 1'-0" 1 o"x 15" RECTANGULAR BOX WITH 6" EXTENSION. ( ~ET BOX FLUSH ,O GRADE. I --------fr.==;;===;;='~="ST"rEl~I 1=1 ·1· l=G i= f'----~--~-~---'1-1---:-1-.. : , .,.. Ii 11 i ii 1 : ISOLATION BALL VALVE AS SPECIFIED, SAME >---++-- SIZE AS MAIN LINE. 11-.li-_il' 2f1'-~c---------\j~i11:111 111~1 ~ ,, _ _I I 1- ,/r~----\------'-\\ 12" 18" 24" 26.40 0.44 40.00 0.67 17.58 0.29 26.67 0.44 N/A N/A N/A N/A ~ WATER SOURCE: DRIP VALVE 11,~--OR LATERAL FROM VALVE. lJ--TYPICAL SUPPLY HEADER. 61.00 1.02 92.DO 1.53 41.00 0.68 61.00 1.02 31.00 0.51 46.00 0.77 (i"\___ MANUAL LiNE FLUSING '-:,-I VALVE PLUMBED TO PVC OR POLY. F TOPOFSWPE. PVC SUPPLY HEADER. ELEVATION CHANGE t REMOTE CONTROL VALVE ASSEMBLY. MANUALLlNEFLUSHING VALVE. TECHIJNE CV L~TERAL TUBING. LATERALS PARAUEL TO THECONTO OFTHESWPE. PVC EXHAUST HEADER. TOE OF SWPE. TOP )i OF SWPE: CONVENTIONAL SPACING. BO TIO M)i OF SW PE: CONVENTIONAL SPACING PLUS25% IRREGULAR AREAS: ODD CURVES SLOPE FEED LAYOUT P-RE-TER-03 N.T' YT'\_\Tej \g[ g[XeXdh\eX'XagfYbe_TaWVTcXTaW \ee\ZTg\ba c_TafVbagT\aXW\a g[ XV\gl bYVTe_fUTW11 LANDSCAPE MANUAL AND WATER EFFICIENT IANDSCAPE REGUIATIONS. IHA VE PREPARED THIS PLAN IN COMPLIANCE WITH TIIOSE REGULA TIO NS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLE!\iENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER" "IHA VE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN" SCAIE: d" =T-0" 4 0 8 ru-- APPROVED FOR IRR!GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" IRRIGATION DETAILS RCE __ _ EXP. ___ _ REVIEWED BY: 0 l/ ]6/ 20 l9 DATE 16 TWO 6X2X16 CONCRETE BLOCK CAPS, • ONE ON EACH SIDE CF BOX. ...__/ INSPECTOR DATE RY AN PRANG~=====i====::i2~=======================:::=i::::::r====~====~==~T,: 1 ==::: 1 :=::;~;;;;;::::::::::=======:-=:::::::=:1 .--::..:CA:...:...U:_C:...:....# ____ 915_4.......J2 1----l--+------------t--+----t--+---i 5 CITY OF CARLSBAD ~ -Califortua ;::;:;:;:::::::::;::;!;:;:::::;;:;::;:;::;;:;P;;LA;::::::N~N;::IN::G;:::D:::IVl::Sl::ON=:===:::::~~==~· BRASS BALL ISOLATION VALVE 1 V2"=T-0" P-RE-TER-04 Landscape ,_ ---+----1-------------------+---!---+--~i---! LANDSCAPE WPROVEMENT PLANS FOR: on-tractors r- ociation 5I70 CARLSBAD BLVD. CARLSBAD, CA 92008 ARCHITECT/ ENGINEERS STAMP SEAL >----'>---1-----------------+----1----+--+---tl Af'_P_R_o_vm_= _______________ _ f----+---!---------------+---+--+---+----i ;;;P;;I.A;;N::;Nl;;NG;=:====::;-;==============~========! DWN BY: PROJECT NO. 1--0_ATE_....._INl_ll_Al._1--D_ATE...;;_......_INl_ll_AL_ CHKD BY: ___ 1 xx.xx 01HER APPROVAi. CITY APPROVAL RVWO BY: DATE INmAL DESIGNER OF WORK REVISION DESCRIPTION DRAWING NO. xx.xx -·· --·· ·--·----------------. ----·· ·--. ------------ @ .,,,_ __ j'.j)" --,i<- m12i --< 0 OJ r ► (/) 01- " 0 ii , Existing Nelghbor's J t Wood Fence I -Ex. Site Wall I -New Pool Equipment Wall r-Pool E.quipment NORTHEAST POOL SECTION Scale: V4"=1-0" l(EX 52.36)\ C I~ ' ii ' ' \ i I \ ' ,, \ \ ' ' \ \ I i i ' 0 )> :::0 r (/) OJ )> 0 OJ r < \o \ ■ ' \ ' {EX 52.19)\ EDGE OF- PAVEMENT -52' - ' I _/ ,-Ex. Site Wall ,-Proposed 6'Wood Fencing L Undisturbed Earth I \ \\ ™rrnvrrws ~AADSC-.,1" ,cc,NrKET..J "ll'EI!Vt:Jl,,' ll,\fl.l>SC".\i: 1fO'ICR.".1,) I \ I \ \ ' \ \ \ ' \ I \ [1,1,'EJPJJOU,, WiliDSCAe[ ,co:,,cRrn>; \ -,f----5'-ll" --,«- r-+12"Deck ------------64.00' ------------63.00' -------------62.00' -------------6100' -------------60.00' ~ UndJSturbed Earth (EX 55.7)\,l.!cc============================(E='=°':::·4)~-.0 ~ \L15 / ~(1W 57.0) j\_(TW 57.2) (BW 53 • .3) ,,, (~ y [';i;c=\_(,=_,=S,=.S)=============='==================~(EX 56.6) ' 0 I (~ 57.3) -,· o,.-, •• ;,-. -~ · j" --=--t " .. ' N FG 597\ " : 1 ' ~ I • 0 " ' ~ C'-0'" so -+----t TG 59.6\ IE 57.0 5'~1· I I - ' I I ' I ' V 59.2. W 57.0 (TW 59.i7) (BW 57.6) -~ ~tg\_(TW 58.95) .. -(EX 57.9) (ElW 57.7) I ARCHITECT/ ENGINEERS STAMP SEAL ~ . ion Oat« ( ' I POOUSPANOIBS: • SP A SHAIL BE l\!llN. 3' FROM ALL FRO NT/ REAR/ SIDE YARD PROPERTY LINES PER SAN DIEGO MUNICIPALCODECHAPIBR 14 ART. 5 DN.3_ • POOL SHALL BE l\!llN. 5' FROM ALL FRO NT/ REAR/ SIDE PROPERTY UNES PER SAN DIEGO MUNICIPALCODECHAPIBR 14 ART.5 DN. 3. • EXGAIBSTO BEMODIFIEDTO OPENOUTWARDTOWARDSFRONTYARD,AND BE SEIF-CLOSING AND SELF LATCHING. LATCHES TO BE INSTAilED AT-t60" MIN. ANY AND ALL NEW GAIBS WILL BE CONSTRUCTED TO THESAi\1ESPECS. • INSTALLDOORALARi\1S ON ALL DOORS THATOPENINTO BACKYARD. • SPA/POOLEQUIPMENTSHALLBEPLACEDNO CLOSER THAN 4'FROM SIDE YARD PROPERTY UNES AND 5' FROM REARY ARD PROPERTY UNES AND SCREENED FROM VIEW. • ALL WATER TO DRAINPOSITNELY AWAYFROMBUlIJJINGS. • SP AW ATER WILL BE DISPOSED AT NEAREST SEWER CLEAN-O UT. ALTERNATNELY,CLIENTMAYELECTTO INSTALLO-ZO1''E ON HIS SPA WHICH DOES NOT USE CHEMICALS AND WILL DRAIN SPA INTO ADJACENT LAi'\lDSCAPE. • ALL DIRT WILL BE DUMPED AT A LEGAL SITE. • ALL WORK, EQUIPMENT AND MATERIALS WILL REMAIN our OF PUBLIC RIGHT OF WAY. GUNNITE TRUCKS WI HOSES WILL NEED TO PARKIN DRNEWAY. PLUMBING/ELEC1RICALNOIBS: • APPROX 8611NEALFEETOF2"P.E.P.GAS11NE. • REDUCE TO 15"CONNECTIONS FORPOOUSPAHEAIBR,RESPECTNELY. • APPROX 86 LINEAL FEET OF SCHEDULE 80 CONDUITFORELEC1RICALUNES TOSERVICEPOOLEQUIPMENTAREA • ALL RECEPTACLE OUTLET LOCATIONS WILLCOMPLYWITH CEC ARTIC1E2D.52 SCAIE: i" = r-o" 4 0 8 TT.J- N.T' YT' \_\Tej \g[ g[ XeXdh\eX' XagfYbe_ TaWVTcXTaW APPROVED FOR \ee\ZTg\ba c_ Taf VbagT\aXW\a g[ XV\gl bYVTe_fUTWfl LANDSCAPE MANUAL AND WATER EFFICIENT IANDSCAPE IRRIGATION AND PLANTING REGULATIONS. I HAVE PREPARED THIS PIAN IN COMPI.JANCE w-ITH THOSE REGUIATIONS AND THE LANDSCAPE MANUAL AND ONLY, INCLUDING PRECISE AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN LOCATION OF PLANTING SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT TIIE PIAN IMPLEMENTS THOSE REGUIATIONS TO PROVIDE EFFICIENT AREA. USE OF WATER" "I HAVE COMPLIED WITH THE CRITERIA OF THEORDINANCEAND "AS BUil T" APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF POOL PLAN 0 V 16/ 2019 WATER IN THE LAi"IDSCAPE DESIGN PLAN" RYANPRANGJ RCE EXP. DA1E CA UC.#91542 REVIEWED BY: ~C2lifornia Landscape ontra-ct:c:rs sociation · INSPECTOR DATE /1'\ Cffl:11 CITY OF CARLSBAD II 51-IEETS I PLANNING DIVISION Ll6 LANDSCAPE IMPROVEMENT PLANS FOR: 5170 CARLSBAD BLVD. CARLSBAD, CA 920 0 8 I APPROVED: PLANNING I DWN BY: I PROJECT NO. I oxxxxo. OA'IE INlllAI. DATE !Nl'l1A1. DA'lE INITIAL CHKD BY: xxxx DESIGNER OF WORK REVISION DESCRIPTION O'IHER APPROVAL CITY Al'PROVAI. RVWO BY: PROPOSED SITE SQUARE FOOTAGES TOTAL LOT AREA: BUilDING FOOTPRINT: HARDSCAPE AREA (IMPERVIOUS): LANDSCAPE AREA (PERVIOUS): IRRIGATED LANDSCAPE AREAS: WATER FEATURES: DECORATIVE LANDSCAPE(GRA VEIS/PEBBLES): NON-IRRIGATEDLANDSCAPEAREAS: TOTAL:2,173 SQF \(EX 52.36)\ I " I~ Ii 0 )> ;:o r (/) IJJ )> 0 IJJ r < 0 {E:X 52.19) (EX 52.40) (EX 52.59) I\ -52' , 6,600 SQF. 2,633 SQF. 1,794 SQF. 1,589 SQF. 413 SQF. 171SQF. -0-SQF. \ • _I, .. ·\ L"Pel<VJQLJS H'cSIJ!UJ'E 1rnNcrum;;, '· . ·Prnvr,nS ""''"'-'-11~!, lANlle;<;APO . ·) , . , t<::Rl~~':,S oorn r / .. \- :., . ' /. / \ \ EXISTING SIIE SQUARE FOOTAGES RIGHT-OF-WAY SQUARE FOOTAGES CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET TOTAL LOT AREA: BUilDING FOOTPRINT: HARDS CAPE ARR-\ (IMPERVIOUS): LANDSCAPE AREA (PERVIOUS): IRRIGATED LANDSCAPE AREAS: WATER FEATURES: DECORATIVE LANDSCAPE: NON-IRRIGATED LANDSCAPE AREAS : 6,600 SQF. 1,341SQF. 975 SQF. -0-SQF. -0-SQF. -0-SQF. -0-SQF. TOTAL HARDSCAPE: DECORATIVE LANDSCAPE AREA: LANDSCAPE AREA: (EX 55.7)\i!==============================''='='°=·•J~ I ' S:,\OOOCN'E , 1rnN<:J<!ilEJ i c,i,f,;mr>l.~ >e\llJ>SC.,PE ,co~c= I MOM'S SUITE ~(EX 56.34) ---------rn,.,....,,.......-- "-""'~'Ul'L l(CD;-/( RS'l'S> BATHROOM FAMILY ROOM LAUNDRY 06 25 ' i'o~::~ I , : ~""" -.. ~ I! ! I ~ (EX 56.6) -: _I T=4J;'f:Hh;a~==~~==::::h=;;=EN=T=R=V =-=-=:= -=~V'~:~Toc=, ; I C>L0ERVLCJl~ H~!'DSC,\PE mu~c, OFFICE (=BEDROOM) 2~DSTORY ROOFU'<E (EX 53.5) BATHROOM/ POWDER BATHROOM BEDROOM TW 56.9 (TW 56.5) (Tl'/ 57.2) (SW 53.3) 1,-U'Ell\'V\Jl. H.,,oo~,,.,r (CONCl<ETc' lll}N'1EP-\D >t,\XDEPrnito· W~'!O<l.JNE@5' I, ZONE7 ~(2( 57.2) ~iL"}C{iCPOOJ, '1AXCE'Tll(1,,_s· ll.'A!ER!l'.,,1'.@5S1' ,-,'<!",'<~'-'SQ 492SQF. 342 SQF. 396 SQF (TW 59.1) (BW 57-4) {TW 59.17) (BW 57.6) Hydro-zone Number LINE 1 2 3 4 5 6 {ROCK) 1 Evapotranspiration Rate 40 40 40 40 40 40 2 Conversion Factor-.62 0.62 0.62 0.62 0.62 0.62 0.62 3 {Line lx Line 2) 24.8 24.8 24.8 24.8 24.8 24.8 4 Plant Factor 0.3 0.3 0.5 0.3 0.5 0.3 5 Hydrozone Area{HA) -in Square Feet 591 187 236 177 161 237 171 6 %of LA 26% 8% 9% 8% 8% 11% 10% 7 {Line 4x Line 5) 177.3 56.1 118 53.1 80.5 71.1 8 Irrigation Efficiency {IE) 0.8 0.8 0.8 0.8 0.8 0.8 9 {Line 7 / Line 8) 221.63 70.13 147.50 66.38 100.63 88.88 10 Total of all Line 9 boxes +SLA 1025.53 11 Estimated Total Water Use{GPY) 25,433 MAXIMUM APPLIED WATER APPLICATION (MAWA) CALCULATION {40.0)(.62)(.55 X 2173) + {.45 X 0) = 29,640 {Eto){ .62){ .55 X LA) + { .45 X SLA) = Botanical/Common Archontophoenix cunninghamiana / Multi-Trunk King Palm Plumeria rubra / Red Frangipani Chamaerops humilis / Mediterranean Fan Palm Cu press us ma-crocarpa / Monterey Cypress Melaleuca nesophila/ Pink Melaleuca Botanical/Common Aeonium arboreum ·zwartkop' / Black Rose Aeonium Agave americana / Century Plant Agave attenuata / Foxtai! Agave Agave x 'Blue Glow'/ Blue Glow Agave Aloe thraskii / Aloe Bambusa textilis / Weaver's Bamboo Campsis radicans / Trumpet Vine Carissa macrocarpa / Natal Plum Beaucarnea recurvata/PonyTail Palm Chondropetalum tectorum / Cape Rush Cordy line australis 'Torbay Dazzler'/ Grass Palm Oietes grandlflora / Wild Iris Feijoa sellowiana / Pineapple Guava Festuca glauca / Blue Fescue Festuca mairei / Atlas Fescue 86% OFMAWA MAWA Cont 15gal 15 gal 15gal 15gal 15gal Size lgal 10gal 5gal lgal 5gal 10gal 5gal 5gal 5gal Sgal Sgal Sgal 15gal lgal lgal lgal Quantity Water Factor 3 MEDIUM (.5) 2 LOW (.3) 1 LOW (.3) 1 LOW (.3) 1 LOW (.3) Quantity Water Factor 15 LOW (.3) 4 LOW (.3) 7 LOW{.3) 16 LOW (.3) 2 LOW (.3) 14 MEDIUM (.5) 2 MEDIUM (.5) 9 LOW{.3) 3 LOW {.3) 10 LOW (.3) 18 LOW{.3) 17 LOW{.3) 19 LOW (.3) 54 LOW (.3) 30 LOW (.3) 32 LOW{.3) 7 {WATER FEATURES) TOTAL LA 40 0.62 24.8 0.8 413 2173 20% 330.4 1 330.40 Height Hydrozonej MAX: 40'-60' 3 MAX:25' 3,4 MAX20' 1 MAX130' MAX20' Height Hydrozone 2/3,4,6 1 1 1,2,4 1 5 5 1,2 6 1,3 1,2,3,4,5,6 6 2,4 1,3 1,3 1 ~(EX 57.3) Juncus patens / California Gray Rush Muhlenbergia rigens/ Deer Grass Sansevleria trifasciata / Mother-in-law's Tongue Sgal 2gal 8 LOW (.3) 1 17 LOW (.3) 1,3 (EX 56.6) Botanical/Common Cont Spacing Quantity Carex tumulicola / Berkeley Sedge 4" 2411 o.c. 130 Sedum reflexum 'Blue Spruce'/ Blue Stone crop Oymondia margaretae / Dymondia flat flat 311 o.c. 2,836 3" o.c. 1,652 HYDRO ZONE DIAGRAM KEY § [] . . □ □ . ' . . a □ LJ . . ' ZONE 1: 591SF; LOW WATER USE; DRIP ZONE 2: IB7 SF; LOW WATER USE; DRIP ZONE 3: 236 SF; MEDIUM WATER USE; DRIP ZONE 4: D7 SF; LOW WATER USE; DRIP ZONE 5: 161SF; MEDIUM WATER USE; DRIP ZONE 6: 237; LOW WAIBR USE; DRIP ZONE 7: 4B; HIGH WAIBR USE; FOUNTAIN/ POOIJSPA DECORATIVE LANDSCAPE: Dl Water Factor Height Hydrozone LOW (.3) 1 LOW (.3) 1,2,4 LOW (.3) 6 SC AIE: i" = I-0 " 4 0 8 rw- APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. BUil T" "AS HARDSCAPE PLAN RC£ __ _ REVIEWED BY: EXf>. ___ _ 01' 16/ 2019 DAlE INSPECTOR DATE l5 RY AN PRANGEli----_-_-_--iT_-_-_-_---i-r,;;,,1,~_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~r_-_-_-_--iT,...-_-_-_--1-r_-_-_-_-➔r_-_-_~~1;:=::::::;:;--:I ~:;::;;;:;;;;;;:;:;;:::::;:::;;;;:;::::::::;;:::::::;;;;;::::;::::::;;::::::;::::::;;::::;-;:::;;::::::;::;;::;;~ CALIC.#91542 I· CITY OF CARLSBAD IISHEETSI ,._::...:...:=.::.:...:...:~-1----1--+-----------------i---1---;-----1---i PLANNING DIVISION Ll 7 Californi•1---+----+----------------;---t---t---;---; . . Landscape LANDSCAPE IMPROVEMENT PLANS FOR: ontractors 1----+---+-------------------+----+----t------,1---1 sociatlon SDO CARLSBAD BLVD. ARCHITECT/ ENGINEERS STAMP SEAL CARLSBAD, CA 92008 ~--~--+----------------+---t---+---t----1 l~-P_R_:_VE_0: ____________ ---- DA iE lllfT!AL DESIGNER OF WORK REVISION DESCRIPTION OAlE INl"!IAL DAiE INITIAL QTY APPROVAL DWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: xxxx